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CONTRACT 5967 Public Works Contract CLOSEDAgreement No. 5967 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND LAND FORMS LANDSCAPE CONSTRUCTION, INC. ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO. PW 20-06 This CONTRACT is entered into this 215 day of October, 2020, by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and LAND FORMS LANDSCAPE CONSTRUCTION, INC., a California Corporation (`the Contractor"). I. WORK. A. The Contractor will provide all work required by the Contract Documents (the "Work"). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed Seven Hundred Eighty-four Thousand, Eight Hundred Ninety-three Dollars ($784.,893,00) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. Agreement No. 5967 4. TIME FOR PERFORMANCE. A. The Contractor will fully complete the Work within Fortv (40) working days (the "Contract Time.") B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: The Contractor furnishes proof of insurance as required by the Contract Documents; and The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed. D.. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. Agreement No. 5967 INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the detai Is of doing the work or to exercise a measure of control over the work means that the Contractor wil I follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Citv Cheryl Ebert Senior Civil Engineer City of E1 Segundo 350 Main Street, EI Segundo, CA 90245 (310) 524-2321 cebervive[Se;undo.orrg The Contractor Luke Alvarado President Land Forms Landscape Construction, Inc. 15375 Barranca Pkwy, #A-110 Irvine, CA 92618 (949)599-6704 N.�,rlvar��clo��^landic�r°r�r�slaa�rdscrrt�rinr~r.eor�� Any such written communications by rnail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. Agreement No. 5967 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications. 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in full force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager, or designee, may execute any such amendment on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. Agreement No. 5967 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CI Y OF EL SE NDO Land Formy1jas e Construction, Inc �OM Sit n i c Luke Alvarado qty Manager President ATTEVeaver, Tracy City Clerk APPROVED AS TO FORM: MARK D. HENSLEE(Y, City Attorney By:—U3 l 11C ; , David H. King, Assistant City Attorney Insurance Reviewed by: Taxpayer ID No. 3> 3' ID S 8 S 5 Contractor State License No.: —1 12 Contractor City Business License No.: 3 � O Sip Agreement No. 5967 IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. CITY OF EL SEGUNDO Land Forms 9..a ape Construction, Inc _............................. ......................... z"� Scott Mitnick Luke Alvarado City Manager President ATTEST: Taxpayer IDNo. 33-05 8S5 0 1 Tracy Weaver, City Clerk Contractor State License No.: -11-),; 3' Contractor City Business License No.: 3100SO APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney By: David H. King, Assistant City Attorney Digitally signed by Joseph Lillio ..II ,;i'r I vlllar. Insurance Reviewed$gSepil LI��IO "a , , -<,lt,,,.,t'Al 0�7�atvr:�'4Y,G11,1;r,:w,^r'T9�,°, �Yrc',71�V Agreement No. 5967 I'REMILI\'1 IS FOR THE CONTRACT TERM AND IS SL'RJF.CT'rO ,wDJLJST%-IFN r BASED ON FINAL. CONTRACT PRICF. FAi WIJL PERFORN-iANCE BOND ACACIA PARK PLAYGROUND AND SITL IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Bond No. 602-126474-4 Bond Fee: $9.67900 Land Forms Landscape Construction; Inc. (•-PRINC.IPAL ") and United States Fire Insurance Company a corporation incorporated under the laws of the State of Delaware and 11censed by the State of California to execute bonds and undertakings as sole surety, as surety (`SURETY"), are held and firrnlr bound unto the CITY OF EL SEG[.INDO (, `ti:`I'I )`-) in the Suns of IVS, lalwwful money of the United States., may be incrcalscd or decreased by a rider hereto executed in the sante planner as this bond, liar the payment of which suns PRINCIPAL: and SURETY bind themselves, their successors. and assigns. Jointly and severally, by this instrument. "Seven Hundred Eighty Four Thousand Eight Hundred Ninety Three & 001100 ($784,893 00) PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 20-067, and the public works contract C\CCLltcd With Sllch Specifications. In the case of any default IIi the perlormance of the conditions and stipulations OI this Undertaking, It is agreed that PRINCIPAL or SURi::TY will apply the bond or any portion thereof, to the satisfaction ofany, damages. reclamation, assessments, penalties, of deficiencies arising by reason Of Such default. BOND CONDITIONS i. PRINCIPAL will construct the public improvements identified in SPECIFICA'TION'S NO. 11IM 20-06. a copy of which is on file with CITY's Lntiineering Division ("Public Project"). Such perlbrmance will be in accordance with CITY's plans and profiles (CITY DRAWING FiLE NO. PNV 20-06) which are madc a part of this bond when said plans and profiles are approved by the City Council and tiled with CITY's Engineering Division. CITY has estimated the required aIlIOLIIlt of the bond as shown above. 2. PRINCIPAL's Nvork on (lie Public Project will be done in accordancewith CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required wort: within the time allowed_ CITY play; a. its sole discretion, cause all required work to be done and the parties eNecuting the bond will be firmly bound for the payment ofall necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective wort:, labor, or materials on the Publie Project for a period of one (1) year following the Public Projects completion and acceptance by CI'T'Y. Agreement No. 5967 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without linlitation. the FI Segundo Municipal Code ("ESMU). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICA'T'IONS NO. PNS' 20-06 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time. alteration or modification of the contract doelllllents or of the obligation to be perl'ornled. 6. This bond consists of this instrument; the plans and specifications identified above; and the folloNving two (2) attached exhibits all of w111ch are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorising the persons executing this bond to do so; S. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming Nvith California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered. revoked. cancelled, annulled, or suspended. or in the event that it has, that renewed authority has been granted; and 7. Should PRiNCiPAL perform its obligations within the time allowed. PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY, otherwise this obli<uation will remain in lLill force and effect. ISIGNA'I'l;RLS ON FOLLOWING PAGE] Agreement No. 5967 SIGNED AND SEALED this 19th day of November 20_20_ Land Forms Lal Construction. Inc arlssa Copeland, Attorney -in -Fact PRINCIPAl-'s P1ZF1'S1D1-`1NT ttorney-in-Fact N/A 1,1ZINo-i"evr- SECR 'RY SURETY's SECRETARY PRINCIPAL's MAILING SURL'I'V's -MAILING ADDRESS: ADDRESS: 15375 Barra nca Pkwy Ste A-110, Irvine, CA 92618 305 Madison Avenue, Morristown, NJ 07962 NOTE: (1) AH, signatures gnaturcs must be acknowledged by a notaR' public. Return one (1) original to CitV 001 -Vs Office. 'D (2) Bond shall be effective for one (I ) year after acceptance of thejob 1 2 1 lz, 1�4 EA 11":11EE A 1 41� Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE 1189 ,!`✓.. .: ',,, :..: .,/,.'. ..J`i i'v'.i .i'.i .,'.i J.,.'.,/',/',!'.i'./',/'✓`.!'J'/'/•.i'.1 ,.!•./'.!'! ...;+/\/./'v v'J �./�/•.. `.i',/`,/.!'/V`vi`i %i\%`i\/`✓'/`�`. ^..; �,/•./�^ �.'i�i`:i`. i•, n.!•. /`.!,/: ��,,,",.�l�./`!•./�1:�/�i•:i`.��n./`./•. !'. n. !\!\/`. !\!`. /\!�i``!/�i`! !`.!•. /`.!•.!`. /`. !\/`.i i.l./`.��!•. !`.I\!.!`. /\n./.! !•.1.: !..^. /•. ��. i'././`. .• •. `. .. •. /\�,. 1. .. •... A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness, accuracy, or validity of that document. State of California County : t` Orange' On personally appeared before me, Natassia Kirk -Smith Vanessa Copeland Naule(s) of Signer(s) Notary Public1. , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/arc subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures) on the instrument the person(s). or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the •` . NATASSIAKIRK•SMITH laws of the State of California that the foregoing Notary Public - California Orange County paragraph is true and correct. Commission # 1253818 My Comm. Expires Aug 12, 2022 R WITNESS my hand and oft? N s ~ll. Signalt 10: Place Notary Seal :above --- — ----------------------- OPTIONAL ------------------- -------------- __.,-..- ---..-_-----_---- Though the information below is not required by law. it may prove valuable to persons relying on the document and could present fraudulent and reattachment of this form to another document. Description of Attached Document Type or Title of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) b Copeland Signer's Name: Vanessa C................................................ .... ❑ Individual ❑ Corporate Officer - Title(s): _ ❑ Partner: ❑Limited ❑ General ® Attornev in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: ............. Signer Is Representing: Number of Pages: . Capacity(ies) Claimed by Signer(s) Signer's Name, ❑ hrdividual ❑ Corporate Officer - Title(s): ❑ Partner: ❑Limited ❑ General ❑ Attornev in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing'. ,i,'i`\% ii\i �r\/,^`i /'J'✓`,/'✓ /'/�/,/ /`./\�\/\/'.iV'.!.%. ;.,/'./`/`� /'.^..�✓`, �'.�\/`,�/�. �'. /.,�✓`✓`.:'/ /'/�./•.i.i .%.•i� i � i`�,�`./../../'✓',/'. /'.l,✓`./'. /`,i .� i.P.,/. /._/•.i ✓�,/^.^,/./� Rev. 1-15 Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 d:llc,..V A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California 1 County of GRANGE J} On . NOVEMBER 20.2020 before me, .................... SANDRA D. WALLACE, N.O.....TARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared LUKE ALVARADO, PRESIDENT Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Capacity(ie,VA")PS) X Signer's Name:NT Signer's Name: ( ) [3 Corporate Officer — Titles : ❑ Corporate Officer — Titles... _......................... ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee13Guardian of Conservator iiTrustee ElGuardian of Conservato' 13 Other: .. . ner Is RepresentingP „ Inc ❑Other: St g Signer is Representing: Land Forms Landscape e Cyon�truc[eom . ".. _ 02017 National Notary Association I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct SANDRA D. WALLACE Notary Public - California WITNESS my hand and official seal. Orange County 0"'My Commission t 2255728 Comm.om Expires Sep 21, 2022 Signature ---.- Place Notary ry 'eal n, or Stamp Above Signotore of !'r(o,taWI l'004C... OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: ........................... Capacity(ie,VA")PS) X Signer's Name:NT Signer's Name: ( ) [3 Corporate Officer — Titles : ❑ Corporate Officer — Titles... _......................... ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee13Guardian of Conservator iiTrustee ElGuardian of Conservato' 13 Other: .. . ner Is RepresentingP „ Inc ❑Other: St g Signer is Representing: Land Forms Landscape e Cyon�truc[eom . ".. _ 02017 National Notary Association Agreement No. 5967 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of 'ISP" On " before me, �,��` , NOTARY PUBLIC (insert name and title of the officer) personally appeared a'L- who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature,;„�i' okly IAN MI HAEL GAR-ESwm4 n # 2289273 comm. Eaf re's Ir AY 20, 2023 (Seal)...�.'........... POWER OFATTORN L'V Agregimentr -14 . 5967 CNITLI) STATES FIRE I NSURANCECOM P` NY PRINCIPAL OFFICE - MORRISTOWN., NEW JERSEY 01016407320 KNOWALL MEIN BY I'll E,4,, PRESENTS"I'llal tile. lawsol, the stile of Deliwale has 111MIC. COnStillitUd will appoinludand does leer* make: Constilille stud appoint: Eric Lopve.v, 11(irk Richardson, 1'emessa Cop-latl(4, Kevin Cathcart c�xh, its true. im(Hawful At(orne is) -ill -Fact- Nk ith full pciN1 4:j loci ,ttitbol ill hucbN coni'cricil ill its name., plaeu mid stca(L to exceiltc. ficknowledge and delivo : Am and all builds and undertakings ofmirety and ()[lie,- clocuillunIs 1hat the mditiar% coursc - a� 0 N businesm mm reqt6re, lied to bind United Slate�� File ln,�-uralllx Compair, thereb% . hulk mid to the same cicnt as If Stich or undwakings had 1)con cltjlt oxecuted and ackv(w ledged bv the regulaik cloctcd officol., of (tniicd ',(alcS Fite at its principal offlice. in amounts or Penalties not usceudill�,:.Sevell -Nllhfiojl, Fite Hillodred Th misim d 'Ditilars (S7,5('0jlo(I). This Pmwr ofAttormy limits the act of those named thercin to the.: bonds and under(: kings spccificulk- nallied therciri. and they hu- 110 atflhoritv 10 bilid United States Fire limirlince Compiijj� c\cupt in the manner and to the extent therein stated Hits P(mer ol'A(torfie.\ revokes, all Pref iolis of Altonlc,\ issucd of, bellall'ofilic Atiome.%s-hi-Fad named ubm c and exlmcs oil 31. 2(1) 1 i his f)o%\er ol'Al(ornoN is grunted purstimit ((t Articlo, IV of the 13\ -Lim of Uili(ed Stapes Fire, Insurmico Cullip , iill.l as llo\b ill lilli 1,01 -cc and effect, and consistent N\ ilil Allicle Its I theicof. \\ hick Article.,: pro\ ide, in periment Pari. I Ailicle W. Execution ilfbislitiments - Except as the Bowd of Direcim mat authoiize I)N, lesolution. file Chairman of the Bollid. Picsident, all\ Vice-Picsiticilt. -ill\, A, ssistant Vice President, the Scoelary- or all\ Assistant SecrclaiA shall hate poj\or oil behall, ol'the Corporation: to c"c'mte. alff% ilik, Corporate seal olallulll.v or by' facsimile to- aanoketeijgc- i,el-iCy and deliver am contracts, obhLziimns. instruments aild doCUMONS lvbatsot,io ill CuslowiAtti with its business includirig� iviltiout limiting the jotq"�,�lige � illy undcrulkiligs, polvorsofattorilov or levoctilions ol"IJIN pmCI'S ofaltorric.\. 501)(111-tti0115. 130liCiC.9 ofiasumicc. deeds- Imes, mortg,-1,Ps- Idea SCS. qatisfactionsind ligreciiieum (b) to appoint, in \%riiinu ane or more persons l'or any or ;ill of the purpose's mentioned in the preceding paragraph (a). including tile, seal of the ('01poration Article Ill, Officuts" Section 3 H - Facsimile Sii,nalmcs The signatme of all\ officet nuiltmixcil b%' the Corporation to Sinn Illv 1)()Ilcl-9Lllitillices. . undertakings. rccognizanccs, stipilanolls, i)oocrs ofatlorney or rcvocafions ot'ane. ' pomorsol'attoilim ijiid -, -policios of r,,Ill cc isslic d be. (he. Corporation that, be printed, facsimile- lithogiaphOd or odlcrlise produced 'Ill liddition. if and aS aulliori/ed ht the Board of DirCeLors, did idcnd %xarmots of cliecks,or othe'r rim - ncrous instruments simillir tel one mother ill (brim. tim\ be sinned by the facsimile siglialtirc or signiami-c.s. lithographed or olhomisc produced. ol'Such ofliccr or off txrs of [lie Corporation as from time to unic mals be authorized to sign such insitionows on bvkaWolthe -file Corporation maN continue to usl: (kw (lie purposes lict-cin stated the facsimile so�ii;ItUfU Of,1211- IM -S011 Or por.SOJIS l\ho shall llINQ 11i1%'Jl such ofl!,:vl or officers OC(lic Corporation. no(willislanding the fact that Ile lllat lime ceased to be such ;I (Ile little \\ 11 oil Such ins(rullicrits shall be issued IN WITNESS WIIEREOF. United States Fire Insutance Comptjn\ I7aS cimsed these presents to be sigaud and atiusted ll.v its appropliaw, officer and its coitiorate will heretinto afflixed this 22r' day ol'August 2019, UNITED STATES FIRE INSURANCE COMPANY State ol'PennsvIvania jitiony R SlIniowic7, FIxecutive Vice President Cmlllty ol' Philadelphia On this -12" day of Alle'LiSt 2011), belbre mc, a -Notary public of the State of Pcillisykania, came the above mined offlicei of' United States File 11ISMance ('01lipany, to nic personally known to be the individual wid onium desm ibed heroin, and acknoxiedued that he CXCCLI[cd the l6rcg()1n_Q lillStl UnIOn( and o(Tixed [lie seal ol'United States Fire 11ISM-ance Company thu cto by the authority Ol* ]]is oftiCe. of Penivolvaitht - NotarN Seal Tamara Watkins, Notary Public Philadelphia Coutit)- Mv commission expires August 22. 2023 ('011111lission imillber 1349843 Tamara VVatkins (Notary PUWICl I. (lie undersigned oflicet of'United Slates Fite Insurunce Compativ, it Delavjjre colpolttion, do lierubv cci-11R., that the oTilginal Power of'Atioincy of'wh ch the linegoink still force and effect and has not been revoked g is a 11111, 1111C and C()Fi-cc[ Q()I)N I .1 - IN WITNESS WHFRVOF, I ha hereunto Set [nV hand olid affixed the curpurate seal of United States Fire 111SUFanCe COMIXIII.Y 011 the 19thday of 11— lig 20 20 LINI I LDS'! ATES FIRE INSURANCE COMPANY X1 kk'riLdit, Seniot. Vice President Agreement No. 5967 STA Th OF CALIFORNIA, DEINURUTMENT OF INSURANCE N4 07812 SAN FRANCISCO Certificate of Authority THIS IS T0 CERTEF): TI1AT Pia" meat' to dre Itravrrrrrace Code rrf thr<.`4trrte gl'Califrrrniaa, UY;,,.. ad ,'. tatir i'.'' ..0 I n *uLm unc.F;'. C_`propany of Wi I in! ng ton r 1.r . ;iib',1 M c , vt') anUed amefer the laws a'rf Do aware , strl71e'cr'0 its ,' rtiach's tP,fr hicorporr:ation or other fiaid4vnenta.tl or`Qcanizardonal Q'r)u,"a.arr:e: v , is hemby, r6[afl'tr HZ,ad tO trYdnbMt within theState, Sidi iecr ro all provisions q Chis Cert[fjiu ate, Cftf'.fG"llUwrirav Clunes rrf bLmrancr'; Fire, Ma v ne , �sax ti,r C.7isak i_lity, Pl,�'t. la •':r,, LJ: ak>;.ti`..'y°, Wcrf<er.&` r"c'uip sar...ion, Co;r.nturr arric-r. Li.=l;rxKAY, Wh Ior ant; MaWnpry, Burglary, Credit, Spi,inklr:*'t, Tt.a'.YI and V -hick!, AuI-oinobi7p, A v,c:r.tr`t, and, Pili SColi�''r: as sr.a h crCras,ws am now or rrwy hervyAr be dc;lheed irr the Insurarac c Lovs° O,f the .Star r/` t r.alr:/errwicr. T'IRS CER`iII°`V.C,^a E r.,a ex(m:.a.sN a:nar.rtUNTIed as mn Me hrr dP.1- here tf r,Ioi,v and hereafter being, ir: Cull compliance with (lle, and riot ira iu(urr rr rrl r.rraa', r,f'rFr.a: crrrl:f.CccrtrCe &.err'•9 and laWN1 mytimrrtetrs made ander ciath, rin' of'thw Lszraw cif the We pf, c'alrfiar'raia as loot; las ,eawh MWS crr rc'yuirerrrerrte° carer A c%jnct and appikuble. ur d as such laws and rrt (trirF'rr"rrret,t now no, or two, hur<rtfrer be r:Furng ul or arrrewaded TN `RSI`I'NESti'Ngv"FiF.GtR)E,fthe o as c airr.tivra fr .............. have ltrrre'ttralu seat "y hand rzatcl crzt. w l rrr)r c fJlcial seol to be ctO"X d thIS irrpr rr"{. 'm+ion,' rt y'xin,' I „ Nd ^ AA ilr, c'r p,Vgaosllrull'!; (Y".ICVII 'n' 1.II ii tll'r I•, a In r9Vlru II uII N':I U.,uu • l ;I L :;r1.Elinu r° II,':;W rnr',r i 'y, N, ,. nl r. 71' ;li,lu"rolls 1, r w,1111hr, a ,nIII Ul"JW 9 i.'pai';rlu u'n ,',i.I;lu II P!u,. .'•I 'r'.urN'<In 1, it",r,'"C 11 ldt:". ru' p„a ll..i',iv” ,, Ir,4�ul,�ln . i.�u�t'.�, ulu:,•.) VL �u�r'r:t Agreement No. 5967 LABOR AND MATERIALS BOND ACACIA PARK PLAYGROUND AND SVI'E IMPROVLMLN'l' PRO.ILC'I- PRO.JFC'I' NO.: PW 20-06 Bond No. 602-126474-4 Bond l -cc: Listed on Performance Bond Land Fours Landscape Construction. Inc. mm- ITm as .......... principal ('`PRINCIPAL") and United States Fire Insurance Company _ a corporation incorporated under the laws ol'the Stale of t7eWware and licensed by the Slate of California to execute bonds and undertakings as sole Surety, as surety are held and firmly bound unto the CITY 01' Il_ SIGUNDO ("CI'I'Y'') in the sum of `DOI.L,ARS, lawful money of the United States_ which tllay be increased or decreased by a rider hereto executed in the sank manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this lnstrlllllCnt. `Seven Hundred Eighty Four Thousand Eight Hundred Ninety Three & 00/100 ($784,893 00) 'Phis bond is conditioned upon and guarantees payment by PRINCIPAL, to contractors, subcontractors. and pei sl.�lts renting egllipnlcltt; payment by PRINCIPAL and all PRINCIPAL'S subcontractors for all materials, provisimis, provender, or other supplies, and equipment used in, upon, for or about the perfornnance of the work contemplated in ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT, PROJECT, SPECIFICATIONS NO. PW 20-06 ("Public Project'), the public works contract executed fOr such Public Pro iect, and for all work or labor of any land performed for the Public Project. Ill the case of any default in the perl'onnance of the conditions and stipulations ol' this undertaking, it is agreed that PRINCIPAL or SURE"fY will apply the brand or mly portion thereof, to 111C satisfaction of any, d�lnlagcs, reclamation, asscssments. pcnal Iic,s, or dcIicicncics arising by rva$ on of such default. BOND CONDITIONS 1. PRINCIPAI, will construct the public improvements identified in SPECIFICATIONS NO. Plvi' 20-06, and the public works contract executed for such Specifications, copies of which is on file with CITY'S Engineering Division (`Public Project'). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE I,H: NU. I'N1' 20-06), which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's I_;ngineering Division. 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. Agreement No. 5967 3. PRINCI PAI, will pay I'or all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon. 4. This bond is conditioned upon and guarantees due: compliance with all applicable law including, without limitation, the EI Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PVV 20-06, or of (lie obligation to be performed will in any way affect its obligation on this bond, and It waives notice of any Such change, extension of time_ alteration or modification of the contract doCU111CntS or of the obligation to be performed. 6. This bond consists of this Insti-LInient, the plans and specifications identified above, and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other Instrument entitling or authorizing the persons MC11t117g this bond to do so; and B. A certificate issued by the county clerk for the county in which SURFA'Y's representative is located conl:orming with California Code of Civil Procedure $ 995.640 and stating that SURETY's certificate of authority has not been surrendered_ revoked, cancelled, annulled, or suspended; or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the perl;ormance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLONVINC PACE) Agreement No. 5967 SIGNED AND SEALED this 19th day 017 November 12020 Land Forms ape Construction, Inc. UCrdStates Fire InsuInset'Comp Ily V a a In Copeland: Attorney -in -Fact PRINCIPAL's I1IRFISIDLN] s Attorney -in -Fact N/A -11" A I P.Rk� YP� I` I " �'I �Y� S U IZ I;'fY's S 1.','C IZ F"TA R Y PRINCIPAL's MAILINCADDRESS: 15375 Barranca Pkwy Ste A-110, Irvine, CA 92618 WTI.,": (1) (2) SURETY's VIAILING ADDRESS: 305 Madison Avenue, Morristown. NJ 07962 AU signatures 111LISt be acknowledged by a notary PUblic. Return one (1) original to City Clerk's Office. Bond shall be effective for one ( I) year after acceptance of the job. ACN MFLEDG E 1119 1 Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness, accuracy_ or validitv of that document. State of California County of Oran e On \ � k personally appeared before me. Natassia Kirk -Smith Vanessa Copeland Nauie(s) of Siguer(s) . Notan, Public, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/arc subscribed to the within instrument and acknoAvledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/tht-tr signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Scar Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITH S." rn� hand and off -7 't] a] Signat re, _ ........................r................... S"If" maw C • a Public ..—--- ...,.--- --- _..--- _..----------------------------- OPTIONAL ------------------------------ -- ___ .--- ___..___-_..__ Though the information below is not required by law. it may prove valuable to persons relying on the document and could present fraudulent and reattachment of this form to another document. Description of Attached Document Type or Title of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Vanessa Copeland ❑ Individual ❑ Corporate Officer - Title(s):...... ❑ Partner: ❑Limited ❑ General ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ..............................................w. ............. -- Number of Pages'. Capacity(ies) Claimed by Signer(s) -- Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s).- ❑ Partner: ❑Limited ❑ General ❑ Attorney in Fact ❑ Tru stet ❑ Gnardian or Conservator ❑ Other: Signer Is Representing Rev. 1—"15 NATASSIAKIRK:Smn 1. 0251 nN Notary Public • Califoria M MY Orange County Comm811 Cam M. Ex ares Aug 12,fission a 2 M. P 12 2022 . Place Notary Scar Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITH S." rn� hand and off -7 't] a] Signat re, _ ........................r................... S"If" maw C • a Public ..—--- ...,.--- --- _..--- _..----------------------------- OPTIONAL ------------------------------ -- ___ .--- ___..___-_..__ Though the information below is not required by law. it may prove valuable to persons relying on the document and could present fraudulent and reattachment of this form to another document. Description of Attached Document Type or Title of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Vanessa Copeland ❑ Individual ❑ Corporate Officer - Title(s):...... ❑ Partner: ❑Limited ❑ General ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ..............................................w. ............. -- Number of Pages'. Capacity(ies) Claimed by Signer(s) -- Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s).- ❑ Partner: ❑Limited ❑ General ❑ Attorney in Fact ❑ Tru stet ❑ Gnardian or Conservator ❑ Other: Signer Is Representing Rev. 1—"15 Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 to notary which public or of attached, er iscercompleting and ne truthfulness, this certificate verifies only the identity of the individual who signed the document ness, accuracy, or validity of that document. State of California 1 County of ORANGE._.. J} On NOVEMBER 20, 2020, before me,SANDRA D. WALLACE, NOTARY, PUBLIC Date Here Insert Name and Title of the Oft%er personally appeared LUKE AL'V"ARADO, PRESIDENT Name(s) of Signers) n.�..................... _. w who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct SANDRA D. WALLACE Notary Public - California WITNESS my hand and official seal. orange County > Commission 2 28 �f r P p Sep 4 1 Ca��, Exp fres Se , 2022 � Signature Place Notary Seed gr0lor : 'tomp Above _Sagnoture sof Nato Y..(';kb .. . OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document: Document Date. Number of Pages: Signer(s) Other Than Named Above: X Signer's Name:SIDENT Signer's Name: 13 Corporate Officer — Titles : ❑ Corporate Officer — Title(" ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fad ❑ Trustee ❑ Guardian of Conservator ❑ Trustee o Guardian of Conservator ❑ Other,. ... Land Fornks L'__._. �n�i�c��c,i;:c�a1�,.kiucti�ony Inc.„ ,,,� .... Slgnerls Relaresentlig: ... Signees Representing77 ” u.'^ EN p d�',,;'��I hd" ,�r,,� q;, �i i ,,„Jd �„ it � '.,. ��+, w. , d,"y, /°„',;'a ! �' ,,,�'y��, Y' �, u��p� I: �rv�In ^ I^o i ^ �;•,��,1� i � 02017 National Notary Association POWER OB.A•I-FORNEY agreement No. 536 (INITED STATES FF RE INSURANCF COMPANY PRINCIPAL OFFICE - MORRISTOWN. NEW JERSEY 01016407320 KNOW ALL Mhil BYTHESE PRESAN'I'S That United Statcs ["lie Insurance C'nmpam- a colpolauon duly olgani-rcd and exlStllll UudCr the IMN'S ofthe state of Dclas+ale has made. constituted and appointed. and docs hcrob} slake- conslllule tend appoinl: Frio /.ower, Mark Richardson. F'nnesser C olmlanrl, Keviur Cathcart each. its true and lawful Allorncv(s)-In-Pact. iiilh full pm%cn and authorrt} licicbr conferred in its nalne, place and stead. to execute. acknowledge and dclivct: Any and all bonds and undertakings of surclN, and odler doenllients that file ordiralicourse of sureti business mat require. and to bill([ United Slates Fire Insuramcc C:ompan} therebi as 150% and to the same extent as if such bunds Or Undortakinoes had hQ011 duh CCCCtdOd aild acknoci-Icd),od by the regular IN elected officers of United States Fire Insurance Company at its principal office. in ualoimis or penalties nut eacee(ling: Sel-en ;Nlilllom, Fire Hundred Thousa11d Dollars (S7,s(10,000). This POii cr of Attorney limits [lie aet of those nlumcd therein to the bonds and undertakings specilicalh' named therein, olid they hili e. tie aulborlty to bind Ullllcd States Fire Insurance C:olnpam except ill tine mailller and to the c®lenl therein eluted. This Power of Aponte,\ revokes all previous t'oyvcrs ol'Altornet iMWC(I Oil kluilfof the Attorney s -Iii -Fact named abate and cxpircs (111 JWlualy 3 L 2021, 1 his Power of Altornu} is emoted pursuant to Article. I\- of [lie B} -Laws of Uniloal States Miro Insunance, Cunlpany as noir in full force and effect. and consistent with Article III d1Cl'cof, N5hich Articics pirmide. Ill pertinent pial Article IV. Excculion of Imsti uments - Except as [lie Bond of Directors Ilia` allillol'i7.0 IW resolution. [lie Chairman of the Boaid. President. any Flet -President. my .Assistant `lice President, the SCCrclarv- or all` Assistant Secretary shall hal c poi\cr oil behalf of the Corporation: (a) to execute. affix the coiporate SCal InlanllallN of by' facsimile to- ackno%%Icd_L'_c. %ciify' and dclivei amt contracts- obIi.,1utm11S. til StrL1111CI1tS aUd (IOCLmllentS t\hatsoo C1 in connection with Its business nlcludill,. NN ithout limiting the torcg(iimg; ainx bonds. u,Uai'antcC.s. tlndCrtak-ings, recognlzurices, potters of att(alicy of re%ocations of any poltcl s of attorlic\. stlpolatlonS, pollcles of Insurance. deeds. lca SCS, rileitgages. Ielca SC's. satlsfaetlomS and agenc\ agrCCmCIItS: (b) to appoint. in i%riiing. one or more persons lin` an} or all of the purposes menkonod is the preceding paragraph (a). inclUding allioiva 1110 Seul of rho Corporation, Article Ill, Offlceis. Section 3,11. FacSilllde SlgllatUlcs, The signatnlc of any officer authorized 1)y the Coipomtlon to Sign arty bOuds. glla1,11ACCS. Undertakings. rccogniztutees. slipulanons, po\icrs of altonlcy or revocations of a�ny pmwir ol'attornev and policies cit Insurance 1smCd by dlc Col'I'mnition Ill;fi be printed. facsimile. lithographed or othcriiisc produced In addition. if Laid as aulhoii,ra:d by the Board of Directors, ditldend +a,avrrirus or checks, or othor numerous instrimicnis similar to one another ill Perot, mai be signed bv the facsimile signature or signatures, lithographed or othcriiisc produced. oC Stich of•0cer or ofCeers of the Corporalion as from tinge to (lure nia bur aulhorizud to sign such instruments on Wholl`of the Coil'lorMion. The (-'trm'I'ac+rallion urea continue to us for the purposes herein staled flu: facsimile si+,pl.itule taf any person or porsoms who shall ]laic l Lviii such of gia:ci^ era officersoil° tlrc^ (: orporation. notni(hst;anding the fact that he ma® hair ceased to be SUCK Elf (lie time lt'Ilcm such instruments shall be issued IN WITNESS NESS WHEREOF. UwWd Stales Fire 10Slll'tnll'C C(11111)allt' Ilas caused these presciAs to be spatted and attested by Its appropriate olficor and Its corporme scat I101'Clint() affixed this 22"'r day of August 2019, UNITED STATES FIRE [NSI/RANC,'E C:Oi1PaNl` Anthony K SlI iowic2, [.xecutive bice ['resident State of Pennsylvania County ol'Philadelphia j t)rt this 221", 4w of'Ail;lll,.4 2011ll. befc°)ue mc, a Notor% I)nd)lic of' the State of Pea°t1u^'s^,lvania, carne the Illove noilled officer ol'[;nited States Fire fllSI-I ranec (;`on1porly, to vrlr: pel"'onalq~'< krlo'k\in to he the lodivi(,h,a;tl nnn(1 ollicer described herein, rind acknowledged lit al he a„rWCUIcd the Ihrcuolrw, ilisq,a'unlent and allixed tlla s17M11 ol'unficd Sttto F[IC Imsntane%� (."' srrrl�atny tr'aatim, Irp the authority OHM 011114C Cunununlscalth of Pcnns}'h anis— NotarN Scul Tamara Watkins, Notary Public Philadelphia Count My commission expires Aukust 22. 2023 Commission number 1348843 Tamara Watkins I `+ rt..,a,.. w~ (Notary Public) I. the underlie ncd clCficcr o('lJnited Stales, I ire hlsurance Company, a I)elaw<ti-e corporation, do hereby celti (L that the ori!�inal Power o(` Altorne-v of which the luregoinv is a Cull, true and correct copy is still in fbree. land effect and has not been revoked N WII.NESS Nor F REOF, I haVe hereUnto Set illy hand and atiixed the corporate seal of United States Fire Insurance Company on the 19thday of 2() 20 LINITLD STATES FIRE IN'SURANCL COMPANY Al Wright, Senior Vice President Agreement No. 5967 STATE OP CALIFORNIA DEP.kRTMENT OF INSURANCE NQ 07812 SAN FRANCISCO Certificate of Authority TmS IS To Pursaaw 10 the Insurance Code of th(sStat,,e )fCalifornia, United Stal.� ir. J n-su--ince Company of W11jiJ ngton, DelawriI.c 01ganized under the la"Is 0 . .1 ,f D��Iawar.e sabj�ect to its Articles orIncorporation or otherfimdamenial orgatilzarionoi docluments., is hereby authorized to transact within theSlare, Subject to all Provisions of (his Certijivare, the ft;Uowbtg classes of insurance. MeEiv),ne, S, ure:l-_ y , D i- s, abi I i Ly , Plat. r3 G I a E; ab ':sly, Wfj r k e Y P, I C(imppris a Li 7�n Common Cac r L (-`r L iab i I i t -,y , tio ". I r. r a I -I(, Mar, 11 i nr- ry , RI.) r q I a ry , C 1:,ndi t , Spi: ink I er , Team and Vel,_i C.1E), A A i r:I�tLft , and Miscellaneous as such elasses are itow or may here(; er be defbied in the himtrance., Laws of the Slatc o 'California. 'it Y 'FIRS CERTIFIC,'.TF. is expre"utv condaieme.4 upon, the holder hereof notv and hereafter being it! frill (.0Moh0NL:C With 011, and nol in vitjfa'iun ofany, of the apphcablc lwv,� and lavvfitl mItairrmeals made ander awhority offhe lam; oll, the Stwe ofCatilfinnict .as long rusuch laws or reqttiiemears are in 6ff ,pct and applicuble, rand its sitch lows ewd vvquiwuwrds rz.n v care, or twily Itereoper be rhangedoramepided. IN WITNFSS WHIRROF Pf - f�cfive os of rJ, It 3 eu I I, �Th 1"'VI 1—t a , E l�, I 111 �q 9 �.� 11 1,4� I v , "IJIV,,11 wIfll b': 1, vwa�4I,q,fl um ru�lw, "'whoW", ;or,,k,mu I'wrvki wd li :IqOOOM�, "'AMA'Awd Agreement No. 5967 ul' CRU M & F RSTER` COVID-19 PERFORMANCE BOND RIDER TI -IIS RIDER is hereby incorporated into, and forms a part of, the Performance Bond, identified by number as 602-126474-4 (the `BOND") WHEREAS_ this RIDER is created, effective, and issued contemporaneously with the BOND, and the SURETY and PRINCIPAL: rely upon the effectiveness of this RIDER and the incorporation of its tennis and obligations into the BOND at the time of its formation as an inducement to its agreement of the lernzs and obligations of the BOND; and, WHEREAS, the COVID-19 global pandemic is an unforeseeable public health emergency of unknown duration or pattern. NOW THEREFORE, this RIDER modifies the BOND as follows: Neither the SURETY nor the PRINCIPAL, shall be liable to the OBLIGEE under the BONI), for claims and/or damages, or anything, caused by, relating to, or in connection with, directly or indirectly, the COVID-19 global Pandemic. and/or related directives from national. state, and% Agreement No. 5967 �;'�� CRU M & F RETER` b Pandemic means a widespread occurrence of a communicable disease, including COVID-19, as has been declared, assessed or characterized as a pandemic by the World Health Organization, In any public statement. It is further understood and agreed that all other terms and conditions of the 130ND shall remain unchanged. 19th SIGNED, SCALED AND DATED TI HSdav of. November -)020 _ Vanessa Copeland, Attorney -in -Fact COVID-19 PERFORMANCE BOND RIDER 2 Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness, accuracy, or validity of that document. State of California County of Orarl,ge On q before me. 1 personally appeared Natassia Kirk -Smith„ Notary Public, .................. Vanessa Copeland Nanne(s) of Signer(s) who proved to me on the basis of satisfactorN evidence to be the person(s) whose nanlc(s) is/arc subscribed to the within instrument and acknowledged to me that he/shchher executed the same in his/her/their authorized capacity(-ics), and that by his/her/the-tr signature(s) on the lnstru111e11t the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Sea] Above I certify under PENALTY OF PERJURY under the laws of the State of Califonlia that the foregoing paragraph is true and correct WITNESS urn hand and of"1°i I al. ti'«'B p",9Y;Y169W"a:' t'i :YY'V" kYt9lpu --__�-____--.._.._.._- ___...------- .__..__„---- _---_-__..w,.__--- OPTIONAL ---- ---------- ....w_--_._ Though the information below is not required by law. it may prove valuable to persons relying on the document and could present fraudulent and rcattacluuent of this form to another document. Description of Attached Document Type or Title of Document: Document Date: Signer(s) Other Than Named Above:_,, Capacity(ies) Claimed by Signer(s) Signer's ner's Name: Vanessa Copeland ......................................................... ❑ Individual ❑ Corporate Officer - Title(s). „ ❑ Partner: ❑Limited ❑ General ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s): "_ -_m„_ ❑ Partner: [-]Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Rev. 1-"15 * .. NATASSIA KIRK•SMITH e Notary Public • Caliiarnia s Orange County Commission 9 2253818 My Comm. Expires 111'' Aug 12, 2022 1111 1;1a II,^M°,Mwa��I'L'.r1"gOJl101,41, d.1;illlp„1111'' Place Notary Sea] Above I certify under PENALTY OF PERJURY under the laws of the State of Califonlia that the foregoing paragraph is true and correct WITNESS urn hand and of"1°i I al. ti'«'B p",9Y;Y169W"a:' t'i :YY'V" kYt9lpu --__�-____--.._.._.._- ___...------- .__..__„---- _---_-__..w,.__--- OPTIONAL ---- ---------- ....w_--_._ Though the information below is not required by law. it may prove valuable to persons relying on the document and could present fraudulent and rcattacluuent of this form to another document. Description of Attached Document Type or Title of Document: Document Date: Signer(s) Other Than Named Above:_,, Capacity(ies) Claimed by Signer(s) Signer's ner's Name: Vanessa Copeland ......................................................... ❑ Individual ❑ Corporate Officer - Title(s). „ ❑ Partner: ❑Limited ❑ General ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s): "_ -_m„_ ❑ Partner: [-]Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Rev. 1-"15 Agreement No. 5967 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ?'r6opy r before me, Q n � ., ,NOTARY PUBLIC (insert name and title of the officer) personally appeared ? J who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatur , (Seal) IAN MICHAEL GARCE5 «- " " C'a�anrratxsrocut # 2289273 " Nomy pulaluc - CaWomia ofmw. County Y MAY M Comm,Cowrru,. ea E Y 20; 2923 POWER OFATTORN EY Agreement .5-967 (JINITED STATES FIRE INSURANCE CON11PANY PRINCIPAL OFFICE - MORRISTOWN. NEW JERSEY 01016407320 KNOW ALL MEN BY THESE PRESENTS. 'that Untied States Fire Ifulaffalice Colllpatly. a corpoiation dulN oiganized and cNistim-,, under 111c. has klludc. constitute(( and tippoillic(Land does hereby make, uw)swwc and appoint: Eric Lowey, Nfark Riclurrelson, Vililevsa Copeland. Kevin Cwheari each, its true. and lawful Altorno W-ln-Fact_ N%ith full powor and aulhuritY licicbN covil'oncd ill its willic, place and stead, to execute. acknoNdc(Igo and dulivu: Arn and all bonds Ulld lliidcnakiqs ol'surw% arill oll1ol. (10CM110111S that the Mdillari COLirsc cl',Rlrctt' businc.lfA fmol, re(It6re, and to bind (jitited Slatc4 1-11-c filstinwcc Company therebl, as fulk, and to [lie Caine extent as if such honds or undertakings, had hkoi diil% executed and 'ackutolvlcd,,od b% the ronilark cicctv(� (ifficers of (,:filled States Fire Insurlince it its prinoipal o I I-jec. ill aniotli,ts of Poll ill I i0s nut Oxcuodilw: Se vell N.1; Ili fill. fill I I fill d red 'I'll liumin d 'D (it I ars (S7,5(11)j00(1). This Poxlcr ofAltorricY linitis the act of those nanied therein to (tic bonds and undertakings spccificalIv namcd thorcin- and dies' have tic aulliority to bind United States Fire IJ)NLlrallCC Col)lpall} c\crl)t in the manner and to the extent illercill suited This flower ol'Attornc.\ revokcstill plcvioti4 Nmers ol'Altoniely issucd oil behall'ofthe A[ loritc\,s-1 it- Fact named abo%c and expo C,4' oil JarotafA 3 to 2021 I his Powcr ofAt(orricy is granted pursuant tel Article IV 01`111e BY -Laws of United States File Insurance cclfupalle� as llo\% ill 11111 force firld effect, and consistent Nli(h Article Ill thereof. 0iich Article,,, firmidc, in pertinent pact: Article IV. Execution of histnonews - Except as the Bowd of Directors litaN auffiolize I)v resolution, [lie Chainimn of Bowd. President, anN Vice- df esiden t, any Assistant Vice President, the Secretary. or Gilt Assistant Scat clart shall hal c power 011 behalf ofthe Corporition: (a) to execute, affix [tic colpofatc sold martualh of b\ facsimile to- actinooMed-c- vejify all(] deliver ,fit, contracts, obligations, instruments and docutnents WbatsMel ill connection with its busincssi iricludin_ \sithout limilin& the lbrQ&oin& am boasts, guaratilecs'. undo -takings. rocognizatiecs. powers of aactnicY or rcvoctitimis of,,ili% potters ofllttorric\ , Stipulations, policies of uraiicc, decd S. Ion SCS, Illortgageg. lelcases. satisfactions find aacilcy agrcclllolll.q: (b) to appoint, ill one or lliore Persons for ,ill% or all ol, tile purposes mentioned ill (lie procediau, paraeraph (a)_ ineltidiilg affixing 1110 sell[ ()I[hu ('of porat ion Ariide 111, Offiovfs� Sectiorl 311. lZacsimilc yl�e sigriItIlle of ojyjk�L:j iluthol-11,Al ll% ltic coltwflahoo Ill any holi(k 1,,jiarawve� undolakings slipulatiolis, powers ill' ro,ocutions ofattonv,,% and pNicies oi*murmfcc mtfcd bylk,(,opfiration iwo be p1twell, f,'Icsilitilo- filhompllcd Of ofllcl-uisc tntilloo-'d IV .VkhLioll. if and as awltowcd by the Board M' Dircctm,4 dilp&ial or"ll)IC] numorous iiitruinents similir to one another in form, ilial be Signcd by [lie facsimile Signature or signatures. lithographed of- otherwise produced- USLICII Off -leer or Ofr,XIl OF IhO ( -Poslilion as firoll, link to lime num be atilliori/od to si-ii ,;licit i nstru licit (s on b0foll'ofthe Co4poratiorl. The Corporation may continue to use for the pusp,,yscS herein stated the facsimilc signature of tilly porsoll or persons who shall hale bv,cii such otlicei of officers of the Corpol- * ation' noMillistanding the fact that lie Illa% lim c ccased Ill be, Stich fit [lie little 1\ licit suw ch insmnints shall be issued . IN WITNESS WHEREOF, United States Fire Insuiance Complm} ha�; cau':ed Ilicsu prusems to by sip! Cd and attested by its approptiate oficcr an(I its corporate !ical heiciiii[o arfiNed this 22;" cla\ oCALI"Liq August 19, UNITED STATES FIRE INSURANCE CONIPANY Anthony R SlinlOWiC7, ENCCUtiVe %'fee President S tale ol'PennsYl van ta County of Philadelphia ' Ill this 22`1 ckty of Augmst 2019, bc6irc mc� a Nrolmy public of the State of Pennsylvania, cattle the atwlve ttauntedl'fi mled of ofUnited States File InsuranceCopilpal-tv, to llic pcfso�o baHv Lnvol to lw the individulall, aild offilcer described llcrcinand ackno,.0c(fi,ed flial he c.wcutcd (lie fiXCUOInt,' il'ISOL11110nt and 0MINCLI Nile Sol of'Utfacd States rl I C 111-gitanoo Company thereto by the authority Of his Oftic'e Clinjinumicalth of I'cumNih,ania — Notary Scal Tamara Watkins, Notary Public Philadelphia Count) Tamara "oiv, ,—eNl PubI) M% commission expires August 22. 2023 Commission nomber 1348843 1, the undcl-gigned officei of United States Fire Insurance Company, a Delaware corporation, do hereby cciliFy- that the original Power ol'Allornev of'which the Foregoing is a full, true and correct copy is still In force and efTect and has not been revoked, IN WH NESS WHFREOF, I have hereunto Set 111V hiind and affixed the corporate seat of United States Fire Insurance Company (in the l9thday of lvL 20 20 LINITLD STATES FIRE INSUR-ANCL CON113ANY .AI Wright, Senior Vice President Agreement No. 5967 PROPOSAL FOR THE ACACIA PARK PLAYGROUND AND SITE IN PROVEMENT PROJECT Project No.: PW 20-06 SepLe nbcr 1.1 2020 Date .. — Company Name __ RMS LANDSCAPE CONSTRUCTION, INC. LAND FO w _. _ .----._.- _... _ .. TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents, access and any other field conditions which may affect bid prices. Ifthis proposal is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule, BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of EI Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. if awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of EI Segundo's notice of award of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for signature by the Awardee, the proceeds ofthe security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's option, be considered null and void. 11x4 PIIAL E'I:P'LOY , NT OPPORTUNITY COMPLIANCE 1-C- l Agreement No. 5967 BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE AC'110N CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION DECLARATION BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of EI Segundo is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. I -C-2 Agreement No. 5967 BID SCHEDULE ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Company Name: LAND FORMS LANDSCAPE CONSTRUCTION, INC. BP SE BID ITEMS ,,.Item �............... �...�.._ .......................... __ _ _____ -._w... _..................................... Unit ._ Tot.. al Description ............. QTY Unit Price ($) ($)...... I Protect in place or relocate items as described on I LS Ian sheet 2 Items X1 through X11. 23,884.00 23,884.00 Demolish and remove items as described on plan sheet 2: 01 Existing decomposed granite (DI) v Existing turf and irrigation equipment 2 (D2) 0 Existing concrete (134) 0 Existing concrete curb (135) R Existing trees (tea) (138) Trash receptacle (D10) Demolish and remove items as described on plan sheet 2: Existing pool, concrete pool deck, plumbing, electrical and equipment, and 3 mist. items on sheet 2 (133) Existing block wall and footings at pool and restroom bldg. (D6) Existing restroom bldg. plumbing and electrical (D9) 4Construct 4 concrete paving ._ i tem 1, sheet 3) ,.,.....w,�ww....,.. Install 3" w,..,...,w. ..�...._. ' layer of decomposed granite with 5 natracil stabilizer and mow curb as shown on eet 3 plans (Item 2 & 3 sh.r......w...... ............... 6 Construct concrete playground curb, integral to adjacent sidewalk (item 6a) 7 Construct concrete playground curb, integral to adjacent to planting area (item 6b) Furnish and install playground turf TotTurf Pro 8 Play Elite (color per plan as shown.) (Item 7 & 8) 1-C-3 LS 58 jogC' 01> 5,406 I SF i � , OLy D -L11 J4 _........ �_........... ......... m... Item No. Description QTY —._. Furnish and install QCP trash receptacle, 6'-6" 9 bench, 8'-0" picnic table, ADA picnic table and 1 6'-0" picnic table (items 9, 10, 11, 12, 13) Furnish and install playground equipment per manufacturer's recommendations, including 0 foundations — Proposal No. 18790 by Landscape 1 Structures (Item 14) Agreement No. 5967 Unit Total Unit Price ($) ($) LS 24,441.00 24,441.00 LS 343,900.00 343,900.00 __.... 11 Furnish and install drinking fountain and 1 LS ,293.00 drinking fountain sump. (Items 16 & 17). 7,293.00 7 Furnish and install entire site irrigation as shown 12 on sheet 6 in the plans and associated detail 1 sheets and according to the project spe....... Furnish and install plant materials as shown on 13 sheet 9 in the plans and associated detail sheets I and according to the project specifications. Furnish and install drywells, storm drain inlets, storm drain pipes, and associated grading 14 requirements as shown on sheet 12 in the plans 1 and associated detail sheets and according to project specifications. _ Furnish and install electrical ....�......� system as shown on 15 sheet 13 in the plans and associated detail sheets 1 and according to project specifications. SCE fees shall beincluded in the bid item. ............ _.....w_,.,.. Miscellaneous improvements as determined l6 necessary by the engineer. 1 [NEXT PAGE, FOR BID TOTAL] I -C-3 LS 54,333.00 54,333.00 LS 48,790.00 48,790.00 LS 13,295.00 13,295.00 LS t�S�gGi .a� 45�g(�4.ao LS $5,000.00 I $5,000.00 Agreement No. 5967 TOTAL BASE BID FOR ITEMS 1-16 IN FIGURES = TOTAL BID WRITTEN IN WORDS: C td Er. l i -f l --b (NOTE: THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE TOTAL OF BASE BID ITEMS 1-18 ONLY. ALTERNATIVE BID ITEMS SHALL NOT BE CONSIDERED AS PART OF THE LOWEST BID.) All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. ALTERNATIVE BID SCHEDULE ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 ALTERNATIVE BID ITEMS Item No. Description In lieu of base bid line item 8, furnish and install ]A tot -turf pour -in-place rubber over a 3" class I1 aggregate base (color per plan as shown.) (Item 7&8) 2A Remove existing wall and fence per structural engineering drawings (137) Provide and install new wall per structural 3A engineering drawings (item 18 on sheet 3, refer to structural drawings in bid package). 1-C-3 Unit Total QTY Unit Price ($) ($) 5,406 SF 24.00 129,744.00 1 LS 23,808.00 23,808.00 1 LS 75,720.00 75,720.00 Agreement No. 5967 BIDDER'S INFORMATION Company Name:LAND FORMS LANDSCAPE CONSTRUCTION, INC. BIDDER certifies that the following information is true and correct: Foran of Legal Entity (i.e., individual, partnership, corporation, etc.) CORPORATION If corporation, State of Incorporation (i.e., California) CALIFORNIA Business LAND FORMS LANDSCAPE CONSTRUCTION, INC. Address 15375 BARRANCA 111(NIVY., #A-110 IRVINE, CA 92618 Telephone No. 877 Facsimile No. 949-582-0876 State Contractor's License No. and Class 712338- A & C27 Original Date Issued 09/0811995 Expiration Date 09/30/2_021 _ The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: LUKE ALVARADO, PRESIDENT- 934 DOGWOOD ST., COSTA MESA, CA 92627 949-599-6704 SANDY WALL.AC. ECFO- 24328 VAL VERDE CT., LAGUNA HIH S, CA 92653 949-842-1780 The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: NIA All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: JEFF TRACY, INC. DBA: LAND FORMS LANDSCAPE CONSTRUCTION I -C-4 Agreement No. 5967 BIDDER'S INFORMATION (CONTINUED) Company Name: LAND FORMS LANDSCAPE CONSTRUCTION, INC. Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: LUKE ALVARADO Title: PRESIDENT 1-C-5 Agreement No. 5967 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all aforenamed principals this 11th day of SEPT BIDDER LANDORM NDSCA'PR CONSTRUCTION, INC. Subscribed and sworn to this _ 14th day of SEPT . 2020 . NOTARY PUBLIC ��C>✓ i✓ N Sandra D. Wallace, Notary Public I -C-6 —12020 . mr'p SANDRA D. WALLACE b. Notary Public - California Orange County My Commission # 2258728 Comm, Expires Sep 21, 1022 p, Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE g 1189 _ �` • -�_ i'Y t': .. _y.� - _'d5 i.' •1' ",•. .. "_.. 1-^ ,- .. . ♦•`..t ten. -_. 'li'1 , A notary public or other officer completing this certificate verifies only the Identityof the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California Countyof-4BA1�E- -�.-., I On— .SEPTEMBER 11, 2020, before me, . __ SANDRA D. WALLACE, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared LUKE ALVARAD01 PRESIDENT Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hls/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing SANDRA D. WALLACE paragraph is true and correct. Notary Public California orange County Commission p 2255728 WITNESS my hand and official seal. My CoMm. Expires Sep 21, 2022 Signature Place Notay Seal /or Stomp Above Signature of Notary Public l OPTIONAL k Completing this information can deter alteration of the document or i fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document Document Date: _ Number of Pages: _ Signer(s) Other Than Named Above: Capacity(ie) ljm s) X Signer's Name, RESIDENT Signer's Name: E3 Corporate Officer — Title(s& ❑ Corporate Officer — Tltle(s): ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: Land Forms Lan_dscanc Construction, Inc. ❑ Other; Signer is Representing: Signer is Representing: ._� ., �., rr. •r•'L—i .r i.:.•.ti..?.•n:,ti;-•,r.-"'C�_-'�li;zrss "-. -..r' .: tir ',`=R -.<r ,• .. ,. ,'• .. .. 02017 National Notary Association Agreement No. 5967 PROPOSAL GUARANTEE BID BOND ACACIA PARK PLAYGROUND AND SITE IMPROVEMI Nl' PROJECT PROJECT NO.: PW 20-06 KNOW ALL MEN BY THESE PRESENTS that, Land Fonns Landscape Construction. Inc. , as BIDDER, and United States Fire Insurance Company as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of Ton perecnloftheOctal bid am ml DOLLARS (Sto.o• , which is len (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. "% of bid amount THE CONDITIONS OF THIS OBLIGATION ARE SUCH that. whereas BIDDER is about to submit a bid to the City ofEl Segundo for the above stated project, ifsaid bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void; otherwise it shall remain in full force and effect in favor of the City of EI Segundo. IN WITNESS WIIEREOF the parties hereto have set their names, titles, hands, and seals this 11th day pfS020 ,.,eptember..,. . ., 2 BIDDER* Land Fonts Landscape Construction. Inc.: 15375 Barranca Pkwy Ste A-110 Irvine, CA 92618:(949)582.-0877 SURETY* United Slates Fire Insurance Company; 305 Madison Avenue, Morristown, NJ 07962, (973)490-6600 Vanessa Copeland Attorney-in-fact; 151 Kallnus Dr., Ste A201 Costa Mesa,CA 92626;(714)546-510D Subscribed and sworn to this day of See Attached _ 20 NOTARY PUBLIC *Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I -C-7 Agreement No. 5967 CALITORNIA ALI.-Pt1RPOS.E ACKNOWLEDGMENT CIVIL CODE 1189 .,/y .J.✓ ✓`J i�✓'•^.: ./'✓•.^✓`✓'/.i•/ ✓`./'J'/✓ ✓ -•/./.� ..: ✓.✓, .., .�/• -.,. :• .• �• . �`.: •.'�.':` v �'i. �.i i��i ��.♦ ter. r. A notary pnbltc or other off icer eompletan g his certificate verifies only the identity of the individual who signed the document to which this certificate is attached and not the truthfulness. aeeuracv. or validity of that document. State of California ) County of O'ange ) On before me. Natassia Kirk -Smith Notary Public: personally al peared Vanessa Copeland Nauie(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose names-) Ware subscribed to the within instniment and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s)_ or the entity upon behalf of which the person(s) acted. executed the instrument. HATASSIA KIRK -SMITH Notary Public - California My Orange County w Commission N 2253511 Comm. Expires Aug 12, 2022 Place Notary Seal above I certift under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and offtci° r Signa.tl re: OPTIONAL Though the information below is not required by law. it may prove valuable to persons relying on the document and could present fraudulent and reattachment of this form to another document. Description of Attached Document Type or Title of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Vanessa Copeland ❑ Individual ❑ Corporate Officer — Title(s): ❑ Partner: ❑Limited ❑ General ® Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other - Signer Is Representing: Number of Pages: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): _ ❑ Partner: ❑Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing:___ _ VJ /..`//• Vii. ^/ r ^/ri. i• ��.�: �✓ /• J./. .. .. ^l' /✓' ✓'✓ r ✓' /` ^✓✓�/'l`� /. /. ..� ../` ,,,.+ ^� nr.� ✓ ./ %•-:'✓ Rev. 1-15 POWER OFA'1 EORNEY UNITED STA] ES FIRE INSURANCE C0-NIPANY PRINCIPAL OrFICE - MORRISTOWN. NEW JERSEY Agreement No. 5967 01016407320 KNOW ALL MEN 131' TI1 ESN; PRESENTS Thal United Siares File Ill Slll' ACC t (1111111111 a corporation dill\ ol'rnaized Gild e\lslii p %%rider the 191!'4 of clic slits of Dclal%%'al c. has made', constrlaled lllld apponded- mid does licrob% make, Colls1)[l11C and appuul.: iYl<° I vwe-j•, :11PI1'%' Ric/durel...sew. V'wwlso Copeland, Kevin C lB7l ewi each, its tLU I: and lawful Atlorrle%'(s)-1 Lr Fact- %6[h full po{%i:t ilnd %01010171% hcicb\collitlrW in its liars_ place and Stead, to c-woutc. ucknuwlcdb° and dcli%ei: Ail\ and all bonds and undertakings of sliret\ and othoi docm11ent5 that the ordinin- course of si rety business ilia%' require, and to hind United States Fire hisurance Conipam theiell\' as fully and io the same extenl as if such bonds or undellakines had been duh executed and ackno%\ledgcd by Lhc. iegularh' elected officers of United States Fite Insurance Conipan} at its pI incilml utl`ica_ in amuunls ul penallies dot QxccCdlnL: Seven 3lilliun, Five Ilundred'I'hou%and IDuMms IS?,all(I,Illi(I), This ficmci ot` Attornc`' limits Lite act 0t 010sC rwined fI1cicii1 lu file bunds and undCrt:ikin__'s spce•lliclll% llanled llll`rtill. olid 11100' Illnc llo M[010111.� to bind Uui(ud Stut..s f il,; hisllranl't t llnlpan\ e\Cept in the nianacr and Lo the Cxtelll thereill slated, I his Pil%1 ei ul• Atlumc% rciokus all pier ictus i'n\ecrs of Attorne\ issued nn heliall of ilio anoritc%S-lit-fact minted liblivc and o\.pires nil la nunr\ 11. 2021 Phis IlLmer of Atturnov is granied pursuant to Article.. t\' of the Br-Lims of United Smies I are Insurance Conipnnn a5 now in fill force and chest. and consistent %lith Ailicle. III iliereor. %%loch Articles providc. in pertinent pare Article IV. Eseculion of lustruuents • Except as the Bowd of Duccfols uta% authorize bq icsolufion the Chiiiinml of ills Boaid Piesideni, ail% Vice -President. all% Assislini Vice President, the Sccictairl of -ills ASSIsl-i111 Sceictnry shall lia%cpo%%ci on lichalfofthe C cuporalinn: (a) to owculc. affix clic cc.rporalo seal nrnlnalk. or b% the\inlilc la ail nc!%%Icclu.c. ccliA- and dclltcr any conhaels, obligations, inMrilnicnts and documents %ihaisoewr in conn coolt %%ith Its bw illoss incluiliil„ %\Ilhola llinl(nlg Ille foregoing, am builds, guarmteaes. undenakinsss. rc•cugnir lnces, po%%exs of"atturne} of re%ocatious ofam powers of anorll Ct•_ stipulations, policies of Ilisurance, deeds. ICasm niorll;ngcs, rclenscs, satisfactions and agent}' a'urocnleilll' (b} to appoint. in %%ritlug. one or more persons for ;tri% Lir ;ill or(he purpows nlcnfioned In the preceding paragraph 0) including alli%ing rho ;enc ul'thc Corporation Article IIC. 01`Cccls, Section ?.I 1. Facsimilo Slenatulee The ,ignalulr of nm officcl authnii>cd b\ titC Corpolation to sign au%' [muds, plarantecs. untlttt;iktng5. CCGOg91lZI111C 5. Sltl}lilanoll5. 17iicttis of ,lite%t1C\' ill' rewulions of an\ 1xmus of altornc\ and policies ill msttra111CC I55lICd be II1L' COl'poralllon Ill;l) he printed. facsimile; li(hographed or othcr%%ise produced [n addition. if and as authorized by the Board or Dircclols,. dividend %%ai'railis ni cliecks. or allier 111u11CtoltS 1nsininicnl5 similar to one ancillier in form. may be signed b}' the Facsimile sigllalnre or signatures, Iilhogiaplled of otherwise produced. of such of7leci ill o111L`cis of the Coillolation its form lime to time lila% tie authorized to SI'?Il such inswulllcliv; oil Ilclialf or the Colpotaiion The Corpomipon num continue to Lose fol" fllc purposes liercin stated [Ile facsimile s1pat:ary o[ alt\' pct'son of persons mho sliall haw bucn shell officer or otYicei i of tits Corporation, nolmllisUirl Ing (lie fact that lit max halt cumcd to be such al []ie litho %%hell bush imirumon(s shall be Issued. IN' WITNESS NESS F1'llt'.REOF. l.'nlled Slutcs I Ire himirance 4 oinlmll% flag causud thew prcwlts to be SI` 1100 allld lalostU1 1)% tt` apprnllri;ats olficcr and Its emporalc r:call heielinlo nlfixe<I Ihis 22°1 da% Of AuLum 21119 UNITED STA'fCS FIRE INSURANCE COMPANY Anthony R Slimowicz, FxecUdVe. Vice President State of Pe.I111SVlvalliit I Count} 01'Pllilud0phia Oil this 22"'I day of Aul;ust 2019, before me,. a \ottuY public of the State. of 11ennSVIvallM. came the above, named ofticel O` United States Fire lnSLINHWe. ( omparly, to me personally kno\Aii to be the individual and ollieet described herein, and. acknowledged Thal he executed the Ibregliing instrument and al1ixed the seal of United States Fire hisurulce C'omponc thereto by the authority of his office. Conunuu%%eadth of Pe°nn5%Itanis—Nolan Scal Ti illiara1 Watkins, nutArl Public Philmlclphia C:olmh \•1} conrruiscion expires August 22. 21123 C'ammis%ion number 13488-13 Tu ural %Valkins (Notar% Public) I. the Undusicrict1 ol!Icel Ot United States File Insurance C'ompanv, a Dclay.-are corpor:ahorn, do hereby ceilify that fits orwinal Pov\'ei of Attorney ofwhich the till Cvolnn• Ly rl fltll. Iruc Gild colf"t Copy Is Slill in liorce and cltecl and lis not boat tevoked r IN %VITNF:SS IVF. ERF,OF, I have heleunlo set Illy hand and at}rxed the corporate seal ol'United States File limirarlce Company on the l Ito clay of -i"-1 2(I 20 UNITED STATES FIRE 1NSU daANCE COMPANY Al \\'rirhl, Scnilu' Vice President Agreement No. 5967 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the Identity of the Individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California � l County of - ORANGE.-- - 1} On _ SEPTEMBER 11, 2020 before me, _ . SANDRA D. WALLACE, NOTARY PUBLIC Date Here Insert Name and Title of the Officer LUKE ALVAR�DO, PRESIDENT personally appeared _ - Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing SANDRA D. WALLACE paragraph is true and correct. ,m Notary Public - California orange county w WITNESS my hand and official seal. Commission # 2255728 My Comm, Expires Sep 21, 2022 w:wtl.w'wyyYn•Nyy:nAMi,^on,ry Ylu,pu nl pw+^.WxWlii III I„ii"nW A'. d: � ', r % r Signature c� •• _ Place Ivotay Sea! and/or Stamp Above �. Signature of Notary Public17 OPTIONAL d Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document 4 Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacl (e i s) XSi Signers -` T Signer's Name: Ofe{s — T[3 Corporate — T ❑Corporate Officer tle(sj: ❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other: Land Forms Landacapg.Construction.Inc. ❑ Other: P Signer is Representin - m _presenting:Sigeris r 02017 National Notary Association Agreement No. 5967 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) BIDDER'S Contractor's License Number is: 712339 Class No.: A & C:27 The expiration date of BIDDER'S Contractor License is: SEPTEMBER 30 „^ 20 21 . .... . BIDDER acknowledges that Section 7028.15(e) of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non-responsive and shall be rejected by the public agency." The undersigned declares, under penalty ofperjury, that the representations made by the undersigned in this bid proposal are true and convect. 1?xecuted on 09/11 , 2020 , at IRVINE$....►. Signature 11ME.ALVARAD.0 Typed Name PRESIDENT Title (insert City and State where Declaration signed). LAND FORMS LANDSCAPE CONSTRUCTION, INC. Company Name I -C-8 Agreement No. 5967 NON -COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED W1TI1 BID (pursuant to Cal. Pub. Contract Code § 7106) The undersigned declares: LAND FORMS LANDSCAPE I am the PRESIDENT of CONSTRUCTION, INC. , the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository. or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and convect and that this declaration is executed on 09/11/2020 _[date], at ___LRVTNF [city], c.A[state]." - ---- — Dated this 11th day of _ 5EPTEMBER , 2020 . LUKE ALVARADO _ —- Name PRESIDENT Title 6. _.. Signature 1-C-9 Agreement No. 5967 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: Title: PRESIDENT Business Name: LAND FORMS LANDSCAPE CONSTRUCTION, INC. Business Address: 15375 BARRANCA PKWY., #A-110 IRVINE, CA 92618 Telephone Number: Dated this 11m day of SEPT 20 20 I -C-10 Agreement No. 5967 DESIGNATION OF SUBCONTRACTORS ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Company Name: LAND FORMS LANDSCAPE CONSTRUCTION, INC. As detailed in Section 2-3.1 (Page II -B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. Description of Subcontractor's Portion of Name of Contractor Work Estimated $ Subcontractor Address License No. Subcontracted Amount d Ave 1915 W. Orangewood Joseph C. Truxaw NA Suite 101 ^o ... _........................................................... Survey 8,250.00 and Associates Inc. Oranae. 92868 _..._ , Horizon 2351 McGaw Ave. 877805 Lighting Irvine, 92614 Electrical 37,485.00 ... 2414 INeSI 1'2th 5t. Robertson Suite 5 667261 __..w... Synthetic 80,500.00 Industries, Inc. Tempe, 85281 Turf Tot Lot Pros 14688 EI Molino St. 967975 Playground I ' ............ Fontana, 92335 F .. .... w.w .�. Equipmnent 56,000.00 �I V Transport 7255 Juru a Rd. NA _.......�...,... �P _ w w . ............._................................ _ Hauling 4,500.00 92509 Robertson.. m_m. _Riverside, 2414 West 12th St. �uitP s 667261W ..... m.. Resil.... lent 76 376.00 Industries, Inc. Tempe. 85281 Surfacing ' Mark Beamish Waterproofing,Waterproofing 1732 Remolds Avenue`yWW650346 Water roofin$ 6,540.m0m^0n Inc. Irvine,Ca. 92614 ..... k copies of this page if additional space is needed) e " \ 09/11/2020 Signature of Bidder Date I -C-11 Agreement No. 5967 REFERENCES Company Name: INC. LANDFORM LANDSCAPE CONSTRUCTION, The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractor or maior subcontractor within the past five (5) years: 1. Project Title: Christopher Park Location: 26801 Valpariso Dr., Mission Viejo, CA 92691 City of Mission Viejo 200 Civic Center, Mission Viejo, CA 92691 Name ... ,,,, ....................... ........_.,............— .............w...,,...., w... ne and address of owner Jery Hill, 949-470-3085 Name.................._.. ..... ............. .___ and current telephone number of person familiar with protect Reno of existing park, Site concrete, play structures, stone boulder, cobble, syn turf, Type of Work: & resilient surfacing, site drainage. Contract amount: $ 447,282.70 Date completed; May 2020 Amount of work done by my/our firm udder contract $ $316,550.00 Did your firm have any financial interest in Project? No 2. Protect Ttt c' S...........unshirePark & Westgate Park Improvements._.....ww._�...._._._........�........._�.�.....�...._...... ....... Location: Sunshine -19310 Vickie Ave & Westgate- 18830 San Gabriel Ave, Cerritos, CA 90703 City of Cerritos- 18125 Bloomfield Ave., Cerritos, CA 90703-3130 Name and address of owner Dario Simones - 562-916-1219 Name and current telephone number of person familiar with project Remove existing playground equip & play surfacing & install new. Remove & reconstruct Type of Work: concrete walkways, relocate existing irrigation lines, clear & grub. Contract amount: $ 306,759 Date completed: May 2020 Amount of work done by my/our firm under contract $ 194,320 Did your firm have any financial interest in Project? No I -C-12 Agreement No. 5967 3. Project Title: Orchard Village Rd. Median Turf Location: Median at Orchard Village Dr. and Avenida Balita, Santa Clarita, CA 91355 City of Santa Clarita - 23920 Valencia Blvd., Santa Clarita, CA 91355 Name and address. ....._.� ...�.... �.... __.....ww ...... ,.. ............... of owner Julia Regan - 661-255-4301 Name and current telephone number of person familiar with project n a gutter, landscape & irrigation Type of Work: Demo, grading, pavers, site Fern, curb & iter anmmm .. Contract amount: $1,390,694.27 Datecompleted: December 2018 Amount of work done by my/our firm under contract $ 1,258,995.27 Did your firm have any financial interest in Project? ___ No 4. Project Title: Alexan Montclair Location: 8962 Monte Vista Avenue, Montclair, CA 91763 Trammel Crow Residential - 5790 Fleet Street, Suite 140 1 Carlsbad, CA 92008 Name and address of owner Mike Brintz - 951.970.8435 Name and current telephone number of person familiar with project: Type of Work: Multi family apt complex with community dr. & central park area Contract amount: $604,498.38 ate completed: August 2020 Amount ofwork done by my/our firm under contract $ 604,498.38 Did your firm have any financial interest in Project? No 5. Project Title: Hollywood Galaxy Location: 7021 Hollywood Blvd., Hollywood, CA 90028 Street Retail West 7, L.P.- 356 Santana Row, Ste. #1005, San Jose, CA 95128 Name and address of owner.......-....... ..._..... w_..... . _......... Layton Construction - Cory Rhodes - 707.592.5827 Name and current telephone number of person familiar with project: I -C-13 Agreement No. 5967 Upscale retail center, store front with unique specimen plantings & raised Type of Work: planter pots Contract amount: $ 469,714.00 Date completed: July 2020 Amount of work done by my/our firm under contract $ 469,714.00 Did your firm have any financial interest in Project? No Bidder may attach additional reference pages if necessary. The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: PINNACLE SURETY- ERIC LOWEY- (714) 546-5100 Ext. 126 151 Kalmus Dr., Ste. A201 Costa Mesa, CA 92626 United States Fire Insurance Company- 305 Madison Ave., Morristown, NJ 07962 (973) 490-6600 I -C-14 Agreement No. 5967 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Company p y Name.LAND FORMS LANDSCAPE CONSTRUCTION, INC. Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. I . Have you ever been disqualified from any government contract? Yes ❑ No 2. if yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 jNote: failure to register requires the City to reject your bid as nonresponsive]? Yes Q No ❑ a-, Bidder's Signature LUKE ALVARADO, PRESIDENT Name (Please Print) I -C-15 Agreement No. 5967 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06, ......_ CONSTRUCTION, INC. Company Name: LAND FORMSS LANDSCAPE To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below - Tv QfInsurance Lialik Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO -CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol l (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A:VIi" Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out -of -stats coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." 09/11/2020 � a. Date Bidder's Signature I -C- 16 Agreement No. 5967 END PROPOSAL SECTION I -C-17 September 10, 2020 ADDENDUM NO. 1 Agreement No. 5967 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT (rebid) PROJECT NO.: PW 20-06 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time is still Tuesday, September 15, 2020, at 11:00 am. 2. The Play Odyssey Shade Footing detail was not provided in the original plans and specifications. They are provided now as part of the contract and shall be included in the bid price for the playground equipment. Plans and details of the product are attached. 3. The following questions were received by bidders and are accompanied with City responses: 3.1. Who is the city's certified hauler? The City requires that the Contractor comply with the California Green Building Standards Code Section 4.408 and 5.408 requiring the submittal of construction waste management plan or the submittal of certified waste management facility receipts prior to final inspection. Therefore, the City does not have specific certified installers as long as the Contractor complies with the California Green Building Standards Code. 3.2. What are the city's recycling requirements? The City requires that the Contractor comply with the Calitbmia Green Building Standards Code Section 4.408 and 5.408 requiring the submittal of construction waste management plan or the submittal of certified waste management facility Pagel of 4 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 receipts prior to final inspection. See attached Waste Reduction and Recycling Plan for requirements and a list of recycling facilities in Los Angeles County. 3.3. The ISO form number CG 2010 1 185 dates back to November of 1985 and has been superseded numerous times due to the ambiguities in the verbiage. The most current version are forms CG2010 0413 and CG2037 0413. Please advise if the city will accept the CG2010 0413 and CG2037 0413 forms as an equivalent, in lieu of CG2010 1185? CO2010 0413 and CG2037 0413 are acceptable forms. 3.4. C-1.00 shows an existing 15" manhole in a 2 square foot concrete pad located 10' short of the north end of the wavy wall. It will be located in easterly tot lot unless it is moved. What is our scope of work regarding this manhole? After reviewing the 15"manhole, it will not be located in the area of the tot lot. The manhole shall be protected in place during construction. 3.5. Can we use the existing decomposed granite as backfill for the swimming pool or does it need to be hauled off? The decomposed granite will be acceptable as backfill at 2 -ft below grade or deeper, 3.6. Sheet 12 items 4 and 5 call for ADS N-12 HDPE storm drain line. Is SDR -35 storm drain line acceptable? Yes, SDR -35 storm drain pipe is acceptable. 3.7. Sheet CS5.00/1 shows a stepped footing. Where is this located on the plans? The step detail provided on sheet CS5.00/1 is to be used at Contractor's discretion based on the slope of grade and where required to meet minimum cover of 12" per details on CS5.02. 3.8. Is a soils test available so that we can determine the structural integrity of the soils at the retaining wall? In 2017, the City of El Segundo reconstructed Sewer Pump Station 41 on the southern edge of Acacia Park. As part of this work, a geotechnical study was prepared, and was used as a reference when designing the retaining wall. The geotechnical investigation is provided to this addendum as a reference document. 3.9. There isn't enough space to apply the American Nydrotech waterproofing system as called out on 05.00/1. The pay item description says to protect the residences Page 2 of 4 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 ate: property in place. We recommend an asphaltic emulsion with Enkadrain. Is this acceptable? New wall is proposed 6 -inches from the property line, there should be enough space to apply the proposed waterproofing system. Approved equivalent waterproofing liners are acceptable pending engineer's review and approval. 3.10. Does the existing footing for the wall on the west side extend into the residences property? If this is the case, removal of that footing would entail also removing the wood fence and soil on the residence side. The pay item description says to protect the residences property in place. if this is the case, is it possible to add on to the existing footing to avoid damaging the residences property? The extent of the existing wall footing is unknown. The existing wall and footing are proposed to be demolished. The contractor is responsible for replacing in-kind any disturbed items in the resident's property. The contractor shall coordinate with the resident property owner before starting demolition. 3.11, Sheet CS5.02 shows the new wall 6" off the property line. The existing wall appears to be located at the property line. Is the intent for us to remove 6" of soil to install the new retaining wall or set the back of the new wall 6" from the back of the existing wall? The existing wall and footing are proposed to be demolished. The new wall is proposed 6 -inches from the property line. The contractor is responsible for soil backfill or removal in front and back of the new wall including in the resident's property as needed. 3,12. Sheet IV -A-3 item l-8 calls for EasyTurf 'Premium' for the synthetic turf with TotTurf as an approved equal. The legend on plan sheet 3 calls for TotTurf. Is EasyTurf an approved equal? Yes, EasyTurf `Premium' is the bas is of design. TotTurf Synthetic Turf as shown on the plan is an approved equal. 3.13. Is a manufacturer certified installer required for installation of the play equipment? No, the City is not requiring certified installer requirements for the play equipment. 3,14. Is a third party safety inspection required for the play equipment? The City will be providing the third party safety inspection for the play equipment. The fee for the third party safety inspection shall not be included in the proposal or the bid prices, but Contractor shall build play equipment according to manufacturer Page 3 of 4 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 installation requirements. Any findings from the playground safety inspector shall be addressed by the Contractor. 3.15_ The supplier of the play equipment needs a minimum of 8 weeks to manufacture. The play equipment installer needs 2 weeks. The synthetic turf installer needs a week after that. The project has a schedule of 8 weeks. We would like to request a 60 working day schedule for the project based on these timelines. To clarify, this schedule is for construction time in the field, and not for ordering materials. The City will approve materials orders prior to issuing the Notice to Proceed in the field. The project schedule will remain at 40 working days for field work and the City will allot additional time prior to field work for ordering materials. 3.16. I am looking for the SCE drawings for the new meter. Also, in the Single Line Diagram, a disconnect is shown however, I cannot find any information on the actual disconnect location. Is this referring to the main breaker inside the meter pedestal? The City is currently working with SCE to obtain their drawings for the new meter. The disconnect will be on a breaker in the main meter box. However, power to entire meter can at no time be inactivated. The pump station power must remain operable at all times. Attachments included with this addendum: • Play Odyssey Shade Footing Detail * Waste Reduction and Recycling Plan r Acacia Park Geotechnical Study — 2017 As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: '-- — Date: 09/11/2020 Print Company Name: LAND FORMS LANDSCAPE CONSTRUCTION, INC. Page 4 of 4 350 Main Street, EI Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 CITY OF EL SEGUNDO CONTRACT DOCUMENTS PLANS & SPECIFICATIONS FOR ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 350 MAIN STREET EL SEGUNDO, CA 90245 310-524-2300 https://www. elsegundo.org/government/departments/city-clerk/bid-rfp MANDATORY PRE-BID MEETING TUESDAY, SEPTEMBER 1, 2020 AT 10:00 AM AT ACACIA PARK IN THE CITY OF EL SEGUNDO BIDS DUE TUESDAY, SEPTEMBER 15, 2020 AT 11:00 AM Agreement No. 5967 BIDS WILL BE RECEIVED UP TO THE HOUR OF 11:00 A.M. TUESDAY, SEPTEMBER 15, 2020 IN THE OFFICE OF THE CITY CLERK CITY HALL 350 MAIN STREET EL SEGUNDO, CALIFORNIA 90245 AT WHICH TIME THEY WILL BE PUBLICLY OPENED ON Agreement No. 5967 SPECIAL INSTRUCTIONS TO CONTRACTORS Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS, pages II -B-24 thru II -B-26 "LIABILITY INSURANCE". ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE REQUIRED COVERAGE AND ENDORSEMENT "ISO" FORMS SHOULD CONSIDER SUBMITTING A BID PACKAGE. The Contractor will be required to apply and obtain an Encroachment Permit from the City Public Works Department as well as any applicable Building/Safety Permit from the City Building Planning and Building Safety Department. The permits will be issued on a "no -fee" basis. The Contractor shall be responsible for calling the Building Safety Division for inspections. All noted deficiencies shall be corrected by the contractor. The project will not be accepted as complete until the contractor obtains a final sign -off from the Department of Planning and Building Safety. Agreement No. 5967 TABLE OF CONTENTS SECTION I — LEGAL A. NOTICE INVITING SEALED BIDS B. BIDDING INSTRUCTIONS 1. DEFINITION 2. BIDDER'S REPRESENTATIONS 3. BIDDING DOCUMENTS 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 5. PRODUCT SUBSTITUTIONS 6. SUBCONTRACTORS 7. ADDENDA 8. PRE-BID CONFERENCE 9. FORM AND STYLE OF BIDS 10. BID SECURITY 11. MODIFICATION OR WITHDRAWAL OF BID 12. OPENING OF BIDS 13. REJECTION OF BIDS 14. AWARD C. PROPOSAL 1. PROPOSAL, FIRST PAGE 2. BID SCHEDULES a. BASE BID 3. BIDDER'S INFORMATION 4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT 5. PROPOSAL GUARANTEE BID BOND 6. CONTRACTOR'S LICENSE DECLARATION 7. NON -COLLUSION DECLARATION 8. WORKER'S COMPENSATION CERTIFICATION 9. DESIGNATION OF SUBCONTRACTORS 10. REFERENCES 11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS 11. INSURANCE REQUIREMENTS D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT E. FAITHFUL PERFORMANCE BOND PAGE I -A-1 TO A-3 I -B-1 TO B-8 I -B-1 I -B-1 I -B-2 I -B-2 I -B-3 I -B-3 I -B-3 I -B-3 I -B-4 I -B-5 I -B-6 I -B-6 I -B-6 I -B-6 I -C-1 TO C-17 I -C-1 I -C -3a I -C -3a I -C-4 I -C-6 I -C-7 I -C-8 I -C-9 I -C-10 I -C-11 I -C-12 I -C-15 I -C-16 I -D-1 TO D-5 I -E-1 TO E-3 F. MATERIAL AND LABOR BOND I -F-1 TO F-3 SECTION II - GENERAL REQUIREMENTS A. GENERAL SPECIFICATIONS 1. REGISTRATION OF CONTRACTORS 2. INSURANCE AND CITY BUSINESS LICENSE 3. EMERGENCY INFORMATION 4. FURNISHING OF WATER 5. CALIFORNIA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION 6. SOUND CONTROL 7. AIR POLLUTION CONTROL 8. WORKER UNIFORMS B. GENERAL PROVISIONS Agreement No. 5967 PAGE II -A-1 TO A-2 II -A-1 II -A-1 II -A-1 II -A-1 II -A-1 II -A-2 II -A-2 II -A-2 II -B-1 TO B-34 0-0 STANDARD SPECIFICATIONS 0-1 GENERAL 0-2 NUMBERING OF SECTIONS 1-2 DEFINITIONS 1-2.1 ADDITIONAL DEFINITIONS 1-3 ABBREVIATIONS 2-0 SCOPE AND CONTROL OF WORK 2-1.1 ACCESS TO PROJECT SITE 2-1.2 OWNERSHIP AND USE OF CONTRACT DOCUMENTS 2-3 SUBCONTRACTS 2-3.1 GENERAL 2-3.2 ADDITIONAL RESPONSIBILITY 2-4 CONTRACT BONDS 2-5 PLANS AND SPECIFICATIONS 2-5.1 GENERAL 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS 2-8 RIGHT-OF-WAY 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES 2-9 SURVEYING 2-9.3 SURVEY SERVICE 2-9.3.1 CONSTRUCTION SURVEYING 2-9.3.2 MEASUREMENT AND PAYMENT 3-3.2.2 BASIS FOR ESTABLISHING COSTS 3-3.2.3 MARK UP 11 II -B-3 II -B-3 II -B-4 II -B-4 II -B-4 II -B-4 II -B-5 II -B-5 II -B-6 II -B-6 II -B-6 II -B-6 II -B-6 II -B-7 II -B-7 II -B-7 Agreement No. 5967 SECTION II — GENERAL REQUIREMENTS (Continued) 3-3.3 DAILY REPORTS BY CONTRACTOR 3-4 CHANGED CONDITIONS 3-5 DISPUTED WORK 4-1.3 INSPECTION REQUIREMENTS 4-1.3.1 GENERAL 4-1.3.2 INSPECTION OF MATERIALS NOT PRODUCED LOCALLY 4-1.6 TRADE NAMES OR EQUALS 5-2 PROTECTION 5-2.1 INCORRECT LOCATION OF UTILITIES 5-4 RELOCATION 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION 5-5 DELAYS 5-5.1 CALCULATING IDLE TIME 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 CONTRACT SCHEDULE 6-1.2 CONTENT OF CONTRACT SCHEDULE 6-1.3 EFFECT OF CONTRACT SCHEDULE 6-1.4 COMMENCEMENT OF CONTRACT TIME 6-4 DEFAULT BY CONTRACTOR 6-4.1 GENERAL 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK 6-4.3 SURETY'S ASSUMPTION OF CONTROL 6-6 DELAYS AND EXTENSIONS OF TIME 6-6.1 GENERAL 6-6.2 EXTENSION OF TIME 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR 6-6.4 WRITTEN NOTICE AND REPORT 6-7.2 WORK DAYS AND WORKING HOURS 6-7.4 NIGHT WORK 6-7.5 WEEKEND AND HOLIDAY WORK 6-8 COMPLETION AND ACCEPTANCE 6-8.1 GENERAL GUARANTY 6-9 LIQUIDATED DAMAGES 6-9.1 FAILURE TO COMPLETE WORK ON TIME 6-11 DISPUTES AND CLAIMS; PROCEDURE 6-11.1 GENERAL 6-11.2 FORM iii PAGE II -B-8 II -B-8 II -B-9 II -B-9 II -B-9 II -B-10 II -B-14 II -B-14 II -B-15 II -B-15 II -B-15 II -B-15 II -B-16 II -B-16 II -B-17 II -B-17 II -B-17 II -B-17 II -B-17 II -B-18 II -B-18 II -B-18 Agreement No. 5967 SECTION II — GENERAL REQUIREMENTS (Continued) 6-11.3 CLAIMS SUBMITTED TO ENGINEER 6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY 6-11.5 DECISION ON CLAIMS 6-11.6 APPEAL OF ENGINEER'S DECISION 6-11.7 MEDIATION 6-11.8 ARBITRATION 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING 6-11. 1 OAPPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL 7-2 LABOR 7-2.3 PREVAILING WAGES 7-2.4 RECORD OF WAGES PAID; INSPECTION 7-3 LIABILITY INSURANCE 7-3.1 GENERAL 7-3.2 INDEMNIFICATION AND DEFENSE 7-5 PERMITS 7-8.1 CLEAN UP AND DUST CONTROL 7-8.1.1 GENERAL 7-8.1.2 WATERING 7-8.6 WATER POLLUTION CONTROL 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS 7-10 PUBLIC CONVENIENCE AND SAFETY 7-10.1 TRAFFIC AND ACCESS 7-10.2 STREET CLOSURES, DETOURS, BARRICADES 7-10.5 PROTECTION OF THE PUBLIC 7-15 HAZARDOUS MATERIAL 9-2 LUMP SUM WORK 9-3.2 PARTIAL AND FINAL PAYMENTS 9.3.3 DELIVERED MATERIALS 100-1 TERMINATION OF AGENCY LIABILITY 1V PAGE II -B-20 II -B-20 II -B-20 II -B-21 II -B-21 II -B-21 II -B-22 II -B-22 II -B-22 II -B-22 II -B-23 II -B-23 II -B-24 II -B-26 II -B-27 II -B-27 II -B-27 II -B-28 II -B-28 II -B-29 II -B-29 II -B-29 II -B-30 II -B-30 II -B-31 II -B-32 II -B-32 II -B-33 II -B-34 SECTION III - SPECIAL PROVISIONS 1-0 GENERAL SCOPE, TIME FOR COMPLETION AND LOCATION OF WORK 2-0. NOTIFICATIONS 3-0. STANDARDS 4-0. EXAMINATION OF JOB SITE 5-0. INSPECTION 6-0. USE OF PRIVATE PROPERTY 7-0. STORAGE OF MATERIALS AND EQUIPMENT 8-0. CENTERLINE TIES 9-0. QUALITY ASSURANCE SECTION IV - MEASUREMENT AND PAYMENT SECTION V - TECHNICAL SPECIFICATIONS ON Agreement No. 5967 PAGE III -A-1 III -A-2 III -A-3 III -A-3 III -A-3 III -A-3 III -A-4 III -A-4 III -A-4 Agreement No. 5967 NOTICE INVITING SEALED BIDS FOR THE ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT IN THE CITY OF EL SEGUNDO PROJECT NO.: PW 20-06 The City of El Segundo is accepting sealed bids in the City Clerk's office, 350 Main Street, El Segundo, California 90245, until 11:00 a.m. on: TUESDAY, SEPTEMBER 15, 2020 at which time they will be publicly opened. Bids will not be accepted after that time. As described in the Bidding Documents, the bids are for a public works project ("Project") which consists of the furnishing all labor, materials, equipment, and services, and performing all work necessary for the removal of the existing Acacia Park pool and restroom building and replacing with new playground equipment and pour -in-place playground surface and related work as shown on the plans on file with the City's Public Works Department. The work will take place within the Acacia Park limits, at 625 W. Acacia Avenue, El Segundo CA, 90245. Work on the Project must be performed in strict conformity with Specifications No. PW 20-06: Acacia Park Playground and Site Improvement Project which is filed with the Public Works Department. Copies of the Plans, Specifications, Contract Documents and Engineer's estimate are available from the Engineering Division of the Public Works Department, City of El Segundo, 350 Main Street, El Segundo, California, 90245. Plans And Specifications are alternately available electronically via https://www.elsegundo.org/government/departments/city-clerk/bid-rfp A pre-bid meeting is scheduled for Tuesday, September 1, 2020, at 10:00 am, at Acacia Park, 625 W. Acacia Avenue, El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory. Questions regarding the bid shall be submitted by 5:00 pm on Tuesday, September 8, 2020 to https://www.elsegundo.org/government/departments/city-clerk/bid-rfp The terms and conditions for bidding on the Project are described in the attached Bidding Instructions. This project requires payment of State prevailing rates of wages for Los Angeles County. The contractor must post copies of the prevailing schedule at each job site. Copies of these rates of wages are available from the State of California Department of Industrial Relations Prevailing Wage Unit, Telephone No. (415) 703-4774. The website for this agency is currently located at www.dir.ca.gov. I -A-1 Agreement No. 5967 Note that the Project is subject to compliance monitoring and enforcement by California Department of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4 to be nonresponsive. The contractor to whom the contract is awarded must assist in locating, qualifying, hiring and increasing the skills of minority group employees and applicants for employment, as set forth in Executive Order 11246 and 11375. Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wages and apprenticeship employment standards established by the State Director of Industrial Relations will be required. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The City of El Segundo hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract. Prevailing Wage: Federal Labor Standards Provisions, including prevailing wage requirements of the Davis -Bacon and Related Acts will be enforced. In the event of a conflict between Federal and State wage rates, the higher of the two will prevail. The Contractor's duty to pay State prevailing wages can be found under Labor Code Section 1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and employ apprentices including forfeitures and debarment. Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts Code ("PCC") § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, any such election will be at the Contractor own expense and will include costs incurred by the City to accommodate the Contractor's request. In entering into a Public Works contract, or a subcontract, to supply goods, services, or materials pursuant to a public works contract, the Contractor, or Sub -Contractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further M Agreement No. 5967 acknowledgment by the parties. Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders and submitted to the Public Works Department, 350 Main Street, City of El Segundo, in a sealed envelope plainly marked on the outside: "SEALED BIDS FOR PROJECT NO.: PW 20-06 ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT IN THE CITY OF EL SEGUNDO DO NOT OPEN WITH REGULAR MAIL" No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the State Business and Professions Code. For these projects, those acceptable classes of license shall be "A" or "B". The successful Contractor and his Sub -Contractors will be required to possess the correct license for their project classifications, and valid City Business Licenses from the City of El Segundo. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. Any contract entered into pursuant to this notice shall become effective or enforceable against the City of El Segundo only when the formal written contract has been duly executed by the appropriate officer(s) of the City of El Segundo. DATED this day of 120 CITY OF EL SEGUNDO, CALIFORNIA Tracy Weaver, City Clerk Iff-Im Agreement No. 5967 BIDDING INSTRUCTIONS 1. DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special Conditions, or other Contract Documents are applicable to all Bidding Documents. 1.1 "Addenda" means written or graphic instruments issued by the City before the Bid Deadline that modify or interpret the Bidding Documents by additions, deletions, clarifications, or corrections. 1.2 "Alternate" means a proposed change in the Work, as described in the Bidding Documents which, if accepted, may result in a change to either the Contract Sum or the Contract Time, or both. 1.3 "Bid Deadline" means the date and time designated in the Notice for Bids as the last date and time for receipt of Bids, as may be revised by Addenda. 1.4 "Bidder" means a person or firm that submits a Bid. 1.5 "Bidding Documents" means the construction documents prepared and issued for bidding purposes including all Addenda. 1.6 "Lump Sum Base Bid" means the sum stated in the Bid for which Bidder offers to perform the Work described in the Bidding Documents, but not including unit price items or Alternates. 1.7 "Unit Price" means an amount stated in the Bid for which Bidder offers to perform the Unit Price Work for a fixed price per unit of measurement. 2. BIDDER'S REPRESENTATIONS. By making its Bid, Bidder represents that: 2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the Bidding Documents. 2.2 Bidder visited the Project site and is familiar with the conditions under which the Work will be performed and the local conditions as related to the Contract Documents. 2.3 The Bid is based upon the materials, equipment, and systems required by the Bidding Documents. 2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current licenses issued by the State of California Contractor's State License Board for the Work to be performed. If Bidder is a joint venture, the Bidder will have a joint venture license appropriate for the performance of the work, and each member of the joint venture will likewise have the appropriate license. Business and Professions Code § § 7000-7191 establish licensing requirements for contractors. If a Bidder, that is a specialty contractor, submits a Bid involving 3 or more specialized building trades, the work of which is more than incidental and supplemental to the performance of the Work for which Bidder holds a specialty contractor license, Bidder must also hold either (1) a specialty contractor "C" license in each such trade, (2) a General Engineering contractor "A" license, or (3) a General Building contractor `B" license. This requirement is applicable whether or not Bidder lists a Subcontractor for each such trade. 2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Agreement No. 5967 Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2.6 Bidder has the expertise and financial capacity to perform and complete all obligations under the Bidding Documents. 2.7 The person executing the Bid Form is duly authorized and empowered to execute the Bid Form on Bidder's behalf. 2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code Requirements in its performance of the Work. 2.9 The Bidder has paid the City's business license fee(s) 2.10 The Bidder, per SB 854 requirements for public projects, has registered with and paid their annual fee to the California State Department of Industrial Relations. Information about SB 854 and its requirements can be found at this link: http://www.dir.ca.gov/Public-Works/SB854.html 3. BIDDING DOCUMENTS 3.1 Bidders may obtain complete sets of the Bidding Documents from the City's Public Works Department for the sum stated in the Notice for Bids. 3.2 Bidders will use a complete set of Bidding Documents in preparing Bids. 3.3 The City makes copies of the Bidding Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Bidding Documents. 4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS. 4.1 Before submitting its Bid, Bidder will carefully study and compare the various documents comprising the Bidding Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the Bid is submitted; will examine the Project site, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City's Representative errors, inconsistencies, or ambiguities discovered. 4.2 Requests for clarification or interpretation of the Bidding Documents will be addressed to the City's Representative. 4.2.1 The release of the bid package begins a quiet period for potential Bidders participating in this project. The City of El Segundo realizes it is critical to provide Bidders with a vehicle to ask questions so that quality responses can be prepared. Questions must be submitted in writing to project managers via the City website: https://www. elsegundo. org/government/departments/city-clerk/bid-rfp Responses to all questions will be provided in writing to all Bidders in accordance with the schedule below. We will not identify companies or individuals that pose questions. Potential bidders must not call City of El I -B-2 Agreement No. 5967 Segundo employees to discuss potential projects or ask questions regarding the bid. Questions Due by 5:00 pm, September 8, 2020 Questions Answered by September 10, 2020 4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents will be made by Addenda. Clarifications, interpretations, corrections, and changes to the Bidding Documents made in any other manner will not be binding and Bidders must not rely upon them. PRODUCT SUBSTITUTIONS. Substitutions will only be considered before award of the Contract and as provided for in the Contract Documents. 6. SUBCONTRACTORS. 6.1 Each Bidder will list in the Bid Form all first-tier Subcontractors that will perform work, labor or render such services. The Bid Form contains spaces for the following information when listing Subcontractors: (1) Work Activity; (2) name of Subcontractor; (3) city of Subcontractor's business location. Failure to list any of these items on the Bid Form will result in the City treating the Bid as if no Subcontractor was listed for the Work and that Bidder represents to the City that it is fully qualified to perform that portion of the Work and will perform do so. 6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline with the City's written consent in accordance with California law. 7. ADDENDA. 7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or delivered to all who are known by the City to have received a complete set of Bidding Documents and who have provided a street address for receipt of Addenda. 7.2 Copies of Addenda will be made available for inspection at the City's Public Works Department. 7.3 The City will issue Addenda so that they are received by prospective Bidders not later than three (3) business days before the Bid Deadline. Addenda that withdraw the request for Bids or postpone the Bid Deadline may be issued anytime before the Bid Deadline. 7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda before issuing a Bid. 8. PRE-BID CONFERENCE. Bidder will attend a Pre -Bid Conference where the City will discuss the Bidding Documents, answer questions, accept comments, and conduct a Project site visit. The City requires all Pre -Bid Conference attendees to arrive for the meeting on time and to sign an attendance list which is used to determine if Bidders meet this requirement. Any Bidder not attending the Pre -Bid Conference in its entirety will be deemed to have not complied with the requirements of the Bidding Documents and its Bid will be rejected. I -B-3 Agreement No. 5967 9. FORM AND STYLE OF BIDS 9.1 Bids will be submitted on the Bid Form included with the Bidding Documents. Bids not submitted on the City's Bid Form will be rejected. 9.2 All blanks on the Bid Form will be filled in legibly in ink or by typewriter. 9.3 Bidder's failure to submit a price for any Alternate or unit price will result in the Bid being considered as nonresponsive. If Alternates are called for and no change in the Lump Sum Base Bid is required, enter "No Change." 9.4 Each Bidder must fill out the "Bidders Statement of Past Contract Disqualifications" form stating any and all instances of contract disqualifications due to a violation of a law or safety regulation. The Bidder must explain the circumstances of each disqualification. The City may reject the bid based on such information. 9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any manner. 9.6 The Bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the Bidder (if awarded the Contract) specifically agrees to construct a completed work ready for the use and in the manner which is intended. In the event of increasing or decreasing of work, the total amount of work actually done or materials or equipment furnished must be paid for according to the unit or lump sum price established for such work under the contract, wherever such unit or lump sum price has been established. In the event no prices are named in the contract to cover such changes or alterations, the cost of such changes must be covered as extra work. 9.7 The Bid Form will be signed by a person or persons legally authorized to bind Bidder to a contract. Bidder's Representative will sign and date the Declaration included in the Bid Form. Failure to sign and date the declaration will cause the Bid to be rejected. 9.8 Bids must be submitted in writing on the Proposal forms provided by the City of El Segundo. One (1) set of these Proposal forms is inserted loose herein for use by the bidders. Bidders are required to submit one (1) original set of the proposal forms. All information requested therein must be clearly and legibly set forth in the manner and form indicated. 9.9 Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submissions of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the City of El Segundo and clarified prior to the submission of proposals. 10. BID SECURITY 10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump Agreement No. 5967 Sum Base Bid as security for Bidder's obligation to enter into a Contract with the City on the terms stated in the Bid Form and to furnish all items required by the Bidding Documents. Bid Security will be a Bid Bond on the form provided by the City or a certified check made payable to "City of El Segundo." When a Bond is used for Bid Security, failure to use the City's Bid Bond form will result in the rejection of the Bid. 10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish all items required by the Bidding Documents within the time limits specified in these Instructions to Bidders, the City will disqualify such Bidder and select the next apparent lowest responsible Bidder until all bids have been exhausted or the City may reject all bids. In such an event, the disqualified Bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the Bid Security, between the amount of the disqualified Bid and the larger amount for which the City procures the Work. 10.3 If a Bid Bond is submitted and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest published State of California, Department of Insurance list of, "Insurers Admitted to Transact Surety Insurance in This State." 10.4 The City will retain Bid Security until the occurrence of one of the following: 10.4.1 All items required by the Bidding Documents have been furnished and the Agreement has been signed by the successful Bidder and the City. 10.4.2 The specified time has elapsed during which Bids may be withdrawn. 10.4.3 All Bids have been rejected. 10.5 The Bid Form, Bid Security, if applicable, and all other documents required to be submitted with the Bid must be enclosed in a sealed opaque envelope. The envelope must be addressed to the City Clerk. The envelope must be identified with the Bidder's name and address, and identify the Project for which the Bid is submitted, as follows: "SEALED BIDS FOR PROJECT NO.: PW 20-06 ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT. IN THE CITY OF EL SEGUNDO. DO NOT OPEN WITH REGULAR MAIL." Proposals may be mailed or delivered by messenger. 10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A Bid received after the Bid Deadline will be returned to Bidder unopened. 10.7 Bidder will assume full responsibility for timely delivery at the location designated for receipt of Bids. 10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted. 10.9 All proposals must be submitted, filed, made, and executed in accordance with State and Federal laws related to bids for contracts of this nature whether the same is expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions, and requirements set forth, contemplated, and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith. 11. MODIFICATION OR WITHDRAWAL OF BID. 11.11 Before the Bid Deadline, a submitted Bid may be modified or withdrawn. Notice of I -B-5 Agreement No. 5967 such action will be given to the City in writing and signed by the Bidder's authorized representative. A change so made will be so worded as not to reveal the amount of the original Bid. 11.12 A withdrawn Bid may be resubmitted up to the Bid Deadline, provided that it then fully complies with the Bidding Requirements. 11.13 Bid Security will be in an amount sufficient for the Bid as modified or resubmitted. 11.14 Bids may not be modified, withdrawn, or canceled within ninety (90) calendar days after the Bid Deadline unless otherwise provided in Supplementary Instructions to Bidders. 11.15 Proposals may not be withdrawn after said Bid Deadline without forfeiture of the proposal guarantee. 11.16 The withdrawal of a proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so. 11.17 No mention shall be made in the proposal of Sales Tax, Use Tax, City Business License, or any other tax, as all amounts bid will be deemed and held to include any such taxes, which may be applicable. 11.18 No mention shall be made in the proposal of the cost of bonds as all amounts bid will be deemed and held to include any such costs, which may be applicable. 12. OPENING OF BIDS. Bids submitted in the manner required by these instructions and are received on or before the Bid Deadline will be opened publicly. 13. REJECTION OF BIDS. 13.1 The City will have the right to reject all Bids. 13.2 The City will have the right to reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way materially incomplete or irregular. 13.2.1 Unrequested/unauthorized conditions, limitations, or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, or telephonic proposal, modification, or withdrawal will be considered. 13.3 In the event that any bidder acting as a prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposal will be accepted from a bidder who has not been licensed in accordance with the provisions of the State Business and Professions Code. .0 14.1 The City may retain all bids for a period of ninety (90) calendar days for examination and comparison, and to delete any portion of the work from the contract. 14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to accept the lowest responsive Bid as determined by The City. I Agreement No. 5967 14.3 The City will have the right to accept Alternates in any order or combination, unless otherwise specifically provided in the Bidding Documents. 14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum Base Bid plus all unit prices multiplied by their respective estimated quantities as stated in the Bid Form, if any, plus the Contractor Delay Damages multiplied by the "multiplier" as stated in the Bid Form, plus the amounts of all accepted Alternates. 14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for the purpose of determining the low bidder and establishing the City's maximum daily liability as a result of City delays to Contractor, if any, and City has no obligation to pay any daily Contractor Delay Damages except as provided for in these Contract Documents for Compensable Delays. In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Proposal Form or Contractor's actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 14.5 The City will select the apparent lowest responsive and responsible Bidder and notify such Bidder within thirty (30) calendar days (unless number of days is modified in Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids. Within ten (10) days after receiving the City's notice that Bidder was selected as the apparent lowest responsible Bidder, Bidder will submit to the City all of the following items: 14.5.1 One original of the Agreement signed by Bidder. 14.5.2 One original of the Payment Bond. 14.5.3 One original of the Performance Bond. 14.5.4 Certificates of Insurance on form provided by the City. 14.5.5 Names of all Subcontractors, with their addresses, telephone number, facsimile number, trade on Bidders' company stationery. Evidence, as required by the City, of the reliability and responsibility of the proposed Subcontractors such as statements of experience, statements of financial condition, and references. 14.5.6 Preliminary Contract Schedule. 14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of Securities in Lieu of Retention and Deposit of Retention. If not submitted, the City will withhold retention. 14.5.8 Cost Breakdown. 14.6 Before award of the Contract, the City will notify Bidder in writing, if the City objects to a Subcontractor proposed by Bidder, in which case Bidder will propose a substitute acceptable to the City. Failure of the City to object to a proposed Subcontractor before award will not preclude the City from requiring replacement of any Subcontractor based upon information received subsequent to award, information which cannot be properly evaluated before award due to time constraints, or information relating to a failure to comply with the requirements of the Contract. 14.7 If Bidder submits the original signed Agreements and all other items within ten (10) days after receiving the City's notification, and all such items comply with the requirements of the Bidding Documents, the City will award the Contract to Bidder I a MA Agreement No. 5967 by signing the Agreement and returning a signed copy of the Agreement to Bidder. 14.8 If the City consents to the withdrawal of the Bid of the apparent lowest responsible Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the Agreement or submit to the City all of the items required by the Bidding Documents, within ten (10) days after receiving the City's notification, or the City determines that the Bidder is not financially or otherwise qualified to perform the Contract, the City may reject such Bidder's Bid and select the next apparent lowest responsible Bidder, until all bids are exhausted, or reject all Bids. I:: Agreement No. 5967 PROPOSAL FOR THE ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT Project No.: PW 20-06 Date 20 Company Name TO THE CITY OF EL SEGUNDO: In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein. BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid shall be considered evidence that the BIDDER has satisfied himself regarding the contract documents, access and any other field conditions which may affect bid prices. If this proposal is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo at the unit and/or lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to the City of El Segundo of the proposal guarantee accompanying this proposal. BIDDER understands that a bid is required for the entire work, that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid include all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures. If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the City of El Segundo's notice of award of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for signature by the Awardee, the proceeds of the security accompanying this bid shall become the property of the City of El Segundo and this bid and the acceptance hereof may, at the City of El Segundo's option, be considered null and void. EOUAL EMPLOYMENT OPPORTUNITY COMPLIANCE I -C-1 Agreement No. 5967 BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding. AFFIRMATIVE ACTION CERTIFICATION BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents. NONCOLLUSION DECLARATION BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the City of El Segundo is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. I -C-2 Agreement No. 5967 BID SCHEDULE ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Company Name: BASE BID ITEMS Item No. Description 1 Protect in place or relocate items as described on plan sheet 2. Items X 1 through X 11. Demolish and remove items as described on plan sheet 2: ■ Existing decomposed granite (D1) ■ Existing turf and irrigation equipment 2 (D2) ■ Existing concrete (D4) ■ Existing concrete curb (D5) ■ Existing trees (2ea) (D8) ■ Trash receptacle (D 10) Demolish and remove items as described on plan sheet 2: ■ Existing pool, concrete pool deck, plumbing, electrical and equipment, and 3 misc. items on sheet 2 (D3) ■ Existing block wall and footings at pool and restroom bldg. (D6) ■ Existing restroom bldg. plumbing and electrical (D9) 4 Construct 4" concrete paving (item 1, sheet 3) Install 3" layer of decomposed granite with 5 natracil stabilizer and mow curb as shown on plans (Item 2 & 3, sheet 3) 6 Construct concrete playground curb, integral to adjacent sidewalk (item 6a) 7 Construct concrete playground curb, integral to adjacent to planting area (item 6b) Furnish and install playground turf TotTurf Pro 8 Play Elite (color per plan as shown.) (Item 7 & 8) I -C-3 Unit QTY Unit Price ($) 1 LS 1 LS 1 LS 3753 SF 1 LS 268 LF 226 LF 5,406 SF Total Item No. Description Furnish and install QCP trash receptacle, 6'-6" 9 bench, 8'-0" picnic table, ADA picnic table and 6'-0" picnic table (items 9, 10, 11, 12, 13) Furnish and install playground equipment per 10 manufacturer's recommendations, including foundations — Proposal No. 18790 by Landscape Structures (Item 14) 11 Furnish and install drinking fountain and drinking fountain sump. (Items 16 & 17). Furnish and install entire site irrigation as shown 12 on sheet 6 in the plans and associated detail sheets and according to the project specifications. Furnish and install plant materials as shown on 13 sheet 9 in the plans and associated detail sheets and according to the project specifications. Furnish and install drywells, storm drain inlets, storm drain pipes, and associated grading 14 requirements as shown on sheet 12 in the plans and associated detail sheets and according to project specifications. Furnish and install electrical system as shown on 15 sheet 13 in the plans and associated detail sheets and according to project specifications. SCE fees shall be included in the bid item. 16 Miscellaneous improvements as determined necessary by the engineer. [NEXT PAGE FOR BID TOTAL] I -C-3 Agreement No. 5967 Unit QTY Unit Price ($) 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS 1 LS Total 1 LS $5,000.00 $5,000.00 Agreement No. 5967 TOTAL BASE BID FOR ITEMS 1-16 IN FIGURES = TOTAL BID WRITTEN IN WORDS: (NOTE: THE AWARD TO THE APPARENT LOWEST BIDDER IS BASED ON THE TOTAL OF BASE BID ITEMS 1-18 ONLY. ALTERNATIVE BID ITEMS SHALL NOT BE CONSIDERED AS PART OF THE LOWEST BID.) All work shall be per these specifications and attachments. Prevailing wage rates apply. The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take all bids under advisement for a period of ninety (90) calendar days. ALTERNATIVE BID SCHEDULE ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 ALTERNATIVE BID ITEMS Item Unit No. Description QTY Unit Price ($) In lieu of base bid line item 8, furnish and install IA tot -turf pour -in-place rubber over a 3" class II 5 406 SF aggregate base (color per plan as shown.) (Item 7&8) 2A Remove existing wall and fence per structural 1 LS engineering drawings (D7) Provide and install new wall per structural 3A engineering drawings (item 18 on sheet 3, refer 1 LS to structural drawings in bid package). I -C-3 Total Agreement No. 5967 BIDDER'S INFORMATION Company Name: BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e., individual, partnership, corporation, etc.) If corporation, State of Incorporation (i.e., California) Business Address Telephone No. Facsimile No. State Contractor's License No. and Class Original Date Issued Expiration Date The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint venturers, and/or corporate officers having principal interest in this proposal: The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal is as follows: All current and prior DBA's, aliases, and/or fictitious business names for any principal having an interest in this proposal are as follows: I -C-4 BIDDER'S INFORMATION (CONTINUED) Company Name: Agreement No. 5967 Bidder shall list the name of the person who attended the mandatory pre-bid job walk: Name: Title: I -C-5 Agreement No. 5967 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles, hands, and seals of all aforenamed principals this day of 20_ BIDDER Subscribed and sworn to this day of 20_ NOTARY PUBLIC I -C-6 Agreement No. 5967 PROPOSAL GUARANTEE BID BOND ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 KNOW ALL MEN BY THESE PRESENTS that, , as BIDDER, and , as SURETY, are held and firmly bound unto the City of El Segundo, in the penal sum of DOLLARS ($_), which is ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to the City of El Segundo for the above stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of the City of El Segundo. IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of 120 BIDDER* SURETY* Subscribed and sworn to this day of 20 NOTARY PUBLIC Provide BIDDER/SURETY name, title, address and telephone number and the name, title, address and telephone number for authorized representative. I -C-7 Agreement No. 5967 CONTRACTOR'S LICENSE DECLARATION (Business and Professions Code Section 7028.15) 1. BIDDER'S Contractor's License Number is: Class No.: 2. The expiration date of BIDDER'S Contractor License is: ,20 3. BIDDER acknowledges that Section 7028.15(e) of the Business and Professions Code provides as follows: "A licensed contractor shall not submit a bid to a public agency unless his or her contractor's license number appears clearly on the bid, the license expiration date is stated, and the bid contains a statement that representations herein are made under penalty of perjury. Any bid not containing this information, or a bid containing information which is subsequently proven false, shall be considered non-responsive and shall be rejected by the public agency." The undersigned declares, under penalty of perjury, that the representations made by the undersigned in this bid proposal are true and correct. Executed on , 20, at Signature Typed Name Title Company Name (insert City and State where Declaration signed). I -C-8 Agreement No. 5967 NON -COLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID (pursuant to Cal. Pub. Contract Code § 7106) The undersigned declares I am the of the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at [city], [state]." Dated this day of , 20 Name Title Signature I -C-9 Agreement No. 5967 WORKER'S COMPENSATION CERTIFICATION Section 1861 OF THE LABOR CODE (Workers' Compensation) Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her PROPOSAL, shall sign the following certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." Signature of Bidder: Title: Business Name: Business Address: Telephone Number: Dated this day of 20 I -C-10 Agreement No. 5967 DESIGNATION OF SUBCONTRACTORS ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Company Name: As detailed in Section 2-3.1 (Page II -B-3) of the City Standard Specifications, Bidder certifies that it has listed below all subcontractors who will perform work in excess of one-half of one percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and will perform that portion of the work itself. Description of Subcontractor's Portion of Name of Contractor Work Estimated $ Subcontractor Address License No. Subcontracted Amount (Number and Street) (City, Zip Code) (Make copies of this page if additional space is needed) Signature of Bidder Date I -C-11 Agreement No. 5967 REFERENCES Company Name: The following are the names, addresses, and telephone numbers for public agencies for which BIDDER has performed similar work as the prime contractor or major subcontractor within the past five (5) years: 1. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? 2. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? I -C-12 Agreement No. 5967 3. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? 4. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? 5. Project Title: Location: Name and address of owner Name and current telephone number of person familiar with project: I -C-13 Agreement No. 5967 Type of Work: Contract amount: $ Date completed: Amount of work done by my/our firm under contract $ Did your firm have any financial interest in Project? Bidder pray attach additional reference pages if necessary. The following are the names, addresses, and telephone numbers for all brokers and sureties from whom BIDDER intends to procure insurance bonds: I -C-14 Agreement No. 5967 BIDDER'S STATEMENT OF PAST CONTRACT DISQUALIFICATIONS ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Company Name: Please state all instances of being disqualified, removed, or otherwise prevented from bidding on, or completing, a federal, state, or local government project due to a violation of a law or safety regulation. 1. Have you ever been disqualified from any government contract? Yes ❑ No ❑ 2. If yes, explain the circumstances: 3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register requires the City to reject your bid as nonresponsive]? Yes ❑ No ❑ Bidder's Signature Name (Please Print) I -C-15 Agreement No. 5967 INSURANCE REQUIREMENTS [MUST BE SUBMITTED WITH PROJECT PROPOSAL] ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06, Company Name: To be awarded this contract, the successful bidder must procure and maintain the following types of insurance with coverage limits complying, at a minimum, with the limits set forth below: Type of Insurance Limits Commercial general liability: $2,000,000 Business automobile liability: $1,000,000 Workers compensation: Statutory requirement Commercial general liability insurance must meet or exceed the requirements of ISO -CGL Form No. CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability policies must be endorsed to name the City, its officials, and employees as "additional insureds" under said insurance coverage and to state that such insurance will be deemed "primary" such that any other insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days prior written notice to the City. Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by Contractor for the City. Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including symbol 1 (Any Auto). The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing maintenance of the insurance required under this Agreement, endorsements as required herein, and such other evidence of insurance or copies of policies as may be reasonably required by the City from time to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating equivalent to at least a Rating of "A:VII." Certificate(s) must reflect that the insurer will provide thirty (30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions. The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of-state coverage will not be accepted in lieu of the California coverage, because the work is being performed in the State of California. By signing this form, the bidder certifies that it has read, understands, and will comply with these insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will render the bidder's proposal "nonresponsive." Date I -C-16 Bidder's Signature Agreement No. 5967 END PROPOSAL SECTION I -C-17 Agreement No. 5967 PUBLIC WORKS CONTRACT BETWEEN THE CITY OF EL SEGUNDO AND [CONTRACTOR] ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO. PW 20-06 This CONTRACT is entered into this day of , 20 , by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and ("the Contractor"). 1. WORK. A. The Contractor will provide all work required by the Contract Documents (the "Work"). The Contractor agrees to do additional work arising from changes ordered by the City in accordance with the Contract Documents. B. The Contractor and the City agree to abide by the terms and conditions contained in the Contract Documents; C. The Contractor will furnish all of the labor; supplies and materials; equipment; printing; vehicles; transportation; office space and facilities; all tests, testing and analyses; and all matters whatsoever (except as otherwise expressly specified to be furnished by the City) needed to perform and complete the Work and provide the services required of the Contractor by the Contract Documents. D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders; Supplementary Instructions to Bidders; Proposal; this Contract; Standard Specifications; Supplementary Conditions; Exhibits; Technical Specifications; List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice of Completion; and all other documents identified in the Contract Documents which together form the contract between the City and the Contractor for the Work. The Contract Documents constitute the complete agreement between the City and the Contractor and supersede any previous agreements or understandings. 2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed Dollars ($ ) for the Work in the manner set forth in the Contract Documents. The City may adjust this amount as set forth in the Contract Documents. 3. TIME FOR PERFORMANCE. Agreement No. 5967 A. The Contractor will fully complete the Work within Fortv (40) working days (the "Contract Time.") B. The Contract Time will commence when the City issues a Notice to Proceed. The Contract Documents will supersede any conflicting provisions included on the notice to proceed issued pursuant to this Contract. C. The Contractor may not perform any Work until: The Contractor furnishes proof of insurance as required by the Contract Documents; and ii. The City gives the Contractor a written, signed, and numbered purchase order and notice to proceed. D. By signing this Contract, the Contractor represents to the City that the Contract Time is reasonable for completion of the Work and that the Contractor will complete the Work within the Contract Time. E. Should the Contractor begin the Work before receiving written authorization to proceed, any such Work is at the Contractor's own cost and risk. 4. DISPUTES. Disputes arising from this contract will be determined in accordance with the Contract Documents and Public Contracts Code §§ 10240-10240.13. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will promptly inform the Contractor regarding third -party claims against the Contractor, but in no event later than ten (10) business days after the City receives such claims. Such notification will be in writing and forwarded in accordance with the "Notice" section of the Contract Documents. As more specifically detailed in the Contract Documents, the Contractor agrees to indemnify and defend the City against any third -party claim. 6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a Taxpayer Identification Number. 7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense, will obtain and maintain during the Contract Time, all necessary permits, licenses, and certificates that may be required in connection with the Work. 8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models, photographs and reports prepared by the Contractor under the Contract Documents are the City's property. The Contractor may retain copies of said documents and materials as desired, but will deliver all original materials to the City upon the City's written notice. 9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City harmless as set forth in the Contract Documents. The requirements as to the types and limits I -D-2 Agreement No. 5967 of insurance coverage to be maintained by the Contractor as required by the Contract Documents, and any approval of such insurance by the City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract Documents, including, without limitation, to the provisions concerning indemnification. 10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor will act as an independent contractor and will have control of all work and the manner in which is it performed. The Contractor will be free to contract for similar service to be performed for other employers while under contract with the City. The Contractor is not an agent or employee of the City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits the City provides for its employees. Any provision in this Contract that may appear to give the City the right to direct the Contractor as to the details of doing the work or to exercise a measure of control over the work means that the Contractor will follow the direction of the City as to end results of the work only. 11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect to all services and matters covered under this Contract. The City will have free access at all reasonable times to such records, and the right to examine and audit the same and to make transcript therefrom, and to inspect all program data, documents, proceedings and activities. The Contractor will retain such financial and program service records for at least three (3) years after termination or final payment under the Contract Documents. 12. NOTICES. All communications to either party by the other party will be deemed made when received by such party at its respective name and address as follows: The Citv Cheryl Ebert Senior Civil Engineer City of El Segundo 350 Main Street, El Segundo, CA 90245 (310) 524-2321 cebertawelsetundo.ort4 The Contractor Any such written communications by mail will be conclusively deemed to have been received by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid and properly addressed as noted above. In all other instances, notices will be deemed given at the time of actual delivery. Changes may be made in the names or addresses of persons to whom notices are to be given by giving notice in the manner prescribed in this paragraph. 13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the exclusive benefit of the Contractor and the City and not for the benefit of any other party. I -D-3 Agreement No. 5967 There will be no incidental or other beneficiaries of any of the Contractor's or the City's obligations under this Contract. 14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this Contract will be in Los Angeles County. 15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between any provision of the Contract Documents, precedence will be as follows: A. This Contract; B. The Standard Specifications; and C. Precedence of documents as determined in the Standard Specifications. 16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this Contract will continue in full force and effect. 17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary action has been taken by the Parties to authorize the undersigned to execute this Contract and to engage in the actions described herein. This Contract may be modified by written amendment. The City's city manager, or designee, may execute any such amendment on the City's behalf. 18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract, agreements ancillary to this Contract, and related documents to be entered into in connection with this Contract will be considered signed when the signature of a party is delivered by facsimile transmission. Such facsimile signature will be treated in all respects as having the same effect as an original signature. 19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will be construed as both covenants and conditions, the same as if the words importing such covenants and conditions had been used in each separate paragraph. 20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of reference only and will not affect the interpretation of this Contract. 21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the Contract Documents. IN WITNESS WHEREOF the parties hereto have executed this contract the day and year first hereinabove written. I -D-4 CITY OF EL SEGUNDO Scott Mitnick City Manager ATTEST: Tracy Weaver, City Clerk APPROVED AS TO FORM: MARK D. HENSLEY, City Attorney LIZA David H. King, Assistant City Attorney Insurance Reviewed by: I -D-5 Agreement No. 5967 Taxpayer ID No. Contractor State License No.: Contractor City Business License No.: Agreement No. 5967 FAITHFUL PERFORMANCE BOND ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Bond No. Bond Fee: ( "PRINCIPAL") and , a corporation incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 20-06, and the public works contract executed with such Specifications. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 20-06, a copy of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 20-06) which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. CITY has estimated the required amount of the bond as shown above. 2. PRINCIPAL's work on the Public Project will be done in accordance with CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail to complete all required work within the time allowed, CITY may, at its sole discretion, cause all required work to be done and the parties executing the bond will be firmly bound for the payment of all necessary costs therefor. 3. PRINCIPAL will guarantee its work against any defective work, labor, or materials on the Public Project for a period of one (1) year following the Public Project's completion and acceptance by CITY. Agreement No. 5967 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 20-06 or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following two (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted; and 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -E-2 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY Agreement No. 5967 20 SURETY'S PRESIDENT SURETY'S SECRETARY PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS: NOTE: (1) ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. (2) Bond shall be effective for one (1) year after acceptance of the job. I -E-3 Agreement No. 5967 LABOR AND MATERIALS BOND ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT PROJECT NO.: PW 20-06 Bond No. Bond Fee: ("PRINCIPAL") and corporation as principal a incorporated under the laws of the State of and licensed by the State of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of DOLLARS, lawful money of the United States, which may be increased or decreased by a rider hereto executed in the same manner as this bond, for the payment of which sum PRINCIPAL and SURETY bind themselves, their successors, and assigns, jointly and severally, by this instrument. This bond is conditioned upon and guarantees payment by PRINCIPAL to contractors, subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL'S subcontractors for all materials, provisions, provender, or other supplies, and equipment used in, upon, for or about the performance of the work contemplated in ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT, SPECIFICATIONS NO. PW 20-06 ("Public Project"), the public works contract executed for such Public Project, and for all work or labor of any kind performed for the Public Project. In the case of any default in the performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such default. BOND CONDITIONS 1. PRINCIPAL will construct the public improvements identified in SPECIFICATIONS NO. PW 20-06, and the public works contract executed for such Specifications, copies of which is on file with CITY's Engineering Division ("Public Project"). Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING FILE NO. PW 20-06), which are made a part of this bond when said plans and profiles are approved by the City Council and filed with CITY's Engineering Division. 2. PRINCIPAL will pay all contractors, subcontractors, and persons renting equipment. Agreement No. 5967 3. PRINCIPAL will pay for all materials and other supplies, for equipment used in, on, for or about the performance of the Public Project, and will pay for all work and labor thereon. 4. This bond is conditioned upon and guarantees due compliance with all applicable law including, without limitation, the El Segundo Municipal Code ("ESMC"). 5. SURETY, for value received, agrees that no changes, extensions of time, alteration or modification of SPECIFICATIONS NO. PW 20-06, or of the obligation to be performed will in any way affect its obligation on this bond, and it waives notice of any such change, extension of time, alteration or modification of the contract documents or of the obligation to be performed. 6. This bond consists of this instrument; the plans and specifications identified above; and the following TWO (2) attached exhibits all of which are incorporated herein by reference: A. A certified copy of the appointment, power of attorney, bylaws or other instrument entitling or authorizing the persons executing this bond to do so; and B. A certificate issued by the county clerk for the county in which SURETY's representative is located conforming with California Code of Civil Procedure § 995.640 and stating that SURETY's certificate of authority has not been surrendered, revoked, cancelled, annulled, or suspended, or in the event that it has, that renewed authority has been granted. 7. Should PRINCIPAL perform its obligations within the time allowed, PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY; otherwise this obligation will remain in full force and effect. [SIGNATURES ON FOLLOWING PAGE] I -F-2 SIGNED AND SEALED this day of PRINCIPAL's PRESIDENT PRINCIPAL's SECRETARY PRINCIPAL's MAILING ADDRESS: NOTE: (1) (2) Agreement No. 5967 20 SURETY'S PRESIDENT SURETY'S SECRETARY SURETY's MAILING ADDRESS: ALL signatures must be acknowledged by a notary public. Return one (1) original to City Clerk's Office. Bond shall be effective for one (1) year after acceptance of the job. I -F-3 Agreement No. 5967 SECTION II - GENERAL REOUIREMENTS CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL SPECIFICATIONS 1. REGISTRATION OF CONTRACTORS No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to licensing of contractors, for the type of work to be performed under this Contract. 2. INSURANCE AND CITY BUSINESS LICENSE Contractor and Sub -Contractors will obtain appropriate insurance and a City Business License before execution of the construction contract. 3. EMERGENCY INFORMATION The names, addresses and telephone numbers of the Contractor and Sub -Contractors, or their representatives, will be filed with the City Engineer and the City Police Department BEFORE PERFORMING WORK. 4. FURNISHING OF WATER Water necessary for the prosecution of the work as herein specified will be furnished by the City in the following manner: The Contractor will deposit with the City Water/Wastewater Division the sum of One Thousand, One Hundred, Forty-four Dollars ($ 1,444.00) to insure against damage to a 2 1/2" Fire Hydrant water meter which will be furnished and installed by the City at a point convenient to the site of the work. This deposit will be refunded to the Contractor upon completion of the Project if, after removal and inspection of said meter by the City, it is found to be in satisfactory condition. In event of damage to this meter while under the jurisdiction of the Contractor, all or any part of said deposit may be retained by the City. A non-refundable Activation Fee of One Hundred, Ten Dollars ($110.00) will be charged upon activation of the temporary meter. CALIFORNIA - OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION All work performed under this contract will be done in strict compliance with the Cal -OSHA Rules and Regulations, latest edition. II -A-1 Agreement No. 5967 6. SOUND CONTROL The Contractor will comply with all local sound control and noise level rules, regulations and ordinances that apply to any work performed pursuant to the contract. Each internal combustion engine, used for any purpose on the Project or related to the Project, will be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine will be operated on the Project without said muffler. The use of loud signals will be avoided in favor of light warnings except those required by safety laws for the protection of personnel. 7. AIR POLLUTION CONTROL The Contractor is put on notice that he must abide by all existing rules and regulations of the SCAQMD (South Coast Air Quality Management District), relating to all operations or equipment which discharge visible emissions or solid or liquid particles to the atmosphere. 8. WORKER UNIFORMS All workers under the employment of the Contractor or his/her Sub -Contractor will wear an orange vest or an orange shirt while working in the public right-of-way. II -A-2 Agreement No. 5967 CITY OF EL SEGUNDO PUBLIC WORKS DEPARTMENT GENERAL PROVISIONS 0-0 STANDARD SPECIFICATIONS 0-1 GENERAL Except as modified by these Standard Specifications, the provisions of the latest edition of the "Standard Specifications for Public Works Construction" ("Greenbook") and its supplements prepared and promulgated by the Southern California Chapters of the American Public Works Association and the Associated General Contractors of America, constitute the Standard Specifications for this project. 0-2 NUMBERING OF SECTIONS The numbering contained within the Standard Specifications of the Contract Documents is intended to correspond with Greenbook numbering. 1-2 DEFINITIONS The following subsection is added to Subsection 1-2 of the Greenbook. 1-2.1 ADDITIONAL DEFINITIONS Acceptance — The date on which the City Council accepts the Work as complete. Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors employed by the City. City Council - The body constituting the awarding authority of the City. Compensable Delay -- a delay entitling the Contractor to an adjustment of the Contract Sum and an adjustment of the Contract Time in accordance with this Agreement. Due Notice - A written notification, given in due time, of a proposed action where such notification is required by the contract to be given a specified interval of time (usually 48 hours or two working days) before the commencement of the contemplated action. Notification may be from Engineer to Contractor or from Contractor to Engineer. Engineer - The City Engineer, or designee, as defined in the Greenbook. Unless otherwise provided, all correspondence and decisions made relative to the contract will be by the City Engineer or his designated representative. PCC — California Public Contract Code. Prompt - The briefest interval of time required for a considered reply, including time required for approval of a governing body. II -B-1 Agreement No. 5967 Public Works Director — The City's Public Works Director, or designee. ❑ (Check if applicable) State Standard Specifications - State of California Standard Specifications, dated July 1992, Business and Transportation Agency, Department of Transportation Working Days - A working day is defined as any day, except Saturdays, Sundays, legal holidays and days when work is suspended by the Engineer, as provided in Subsection 6-3 and days determined to be non -working in accordance with Subsection 6-7, "Time of Completion." 1-3 ABBREVIATIONS The following Subsection is added to Subsection 1-3 of the Greenbook. 1-3.1 The following abbreviations are added to Subsection 1-3 of the Greenbook: AAN American Association of Nurserymen AGC Associated General Contractors of America AISC American Institute of Steel Construction APWA American Public Works Association ASME American Society of Mechanical Engineers IEEE Institute of Electric and Electronic Engineers NEC National Electric Code Green Book The most current edition of the Standard Specification for Public Works Construction, and subsequent supplements prepared by Public Works Standards, Inc. WATCH Work Area Traffic Control Handbook SPPWC Standard Plans for Public Works Construction by the American Public Works Association SSPWC Standard Specifications for Public Works Construction by the American Public Works Association ASA American Standard Association CITY City of El Segundo 2-0 SCOPE AND CONTROL OF WORK The following subsections 2-1.1 and 2-1.2 are added to the Greenbook. 2-1.1 ACCESS TO PROJECT SITE Not later than the date designated in the City Notice to Proceed, the City will provide access to the real property and facilities upon which the Work is to be performed, including access to real property and facilities designated in the Contract Documents for the Contractor's use. II -B-2 Agreement No. 5967 2-1.2 OWNERSHIP AND USE OF CONTRACT DOCUMENTS. The Contract Documents and all copies furnished to or provided by the Contractor are the City's property and may not be used on other work. 2-3 SUBCONTRACTS Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with the following subsection. 2-3.1 GENERAL Except as provided in PCC § § 4100 et. seq., each bidder will file with its bid the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specifically fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractor's total bid. Only one subcontractor will be listed for each portion of the work, which portion will be defined in the bid. In each instance, the nature and extent of the work to be sublet will be described. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontractor for the same portion of the work, constitutes an agreement by the Contractor that it is fully qualified to perform that portion itself and that it will perform that portion itself. The Contractor must have the City Council's written consent to substitute a subcontractor other than that designated in the original bid, to permit any subcontract to be assigned or transferred, or to allow a subcontract to be performed by other than the original subcontractor. Subcontracting of work for which no subcontractor was designated in the original bid, and which is more than one-half of one percent of the work, will be allowed only in cases of public emergency or necessity, and then only after a finding reduced to writing as a public record of the City Council setting forth the facts constituting the emergency or necessity. Violation of any of the above provisions will be considered a breach of the Contract, and the City may terminate the Contractor's control over the Work, cancel the contract, or assess the Contractor a penalty of not more than ten percent of the subcontract involved. All persons engaged in the work, including subcontractors and their employees will be considered as employees of the Contractor. The Contractor will be solely responsible for and have control over construction means, methods, techniques, sequences, procedures, and the coordination of all portions of the Work. The City will deal directly with, and make all payments to, the prime Contractor. When subcontracted work is not being prosecuted in a satisfactory manner, the II -B-3 Agreement No. 5967 Contractor will be notified to take corrective action. The Engineer may report the facts to the City Council. If the City Council so orders, and on receipt by the Contractor of written instructions from the Engineer, the subcontractor will be removed immediately from the Work. That subcontractor will not again be employed on the Work. If licensure or proper licensure is controverted, then proof of licensure pursuant to this section must be made by production of a verified certificate of licensure from the Contractors' State License Board which establishes that the individual or entity bringing the action was duly licensed in the proper classification of contractors at all times during the performance of any act or contract covered by the action. Nothing in this subdivision requires any person or entity controverting licensure or proper licensure to produce a verified certificate. When licensure or proper licensure is controverted, the burden of proof to establish licensure or proper licensure is on the licensee. 2-3.2 ADDITIONAL RESPONSIBILITY Add the following to Subsection 2-3.2 Additional Responsibility: The Contractor will submit experience statements for each subcontractor who will perform contract work that amounts to more than ten percent (10%) of the Work. 2-4 CONTRACT BONDS The following paragraph is added to Subsection 2-4 of the Greenbook. The Faithful Performance Bond and the Labor and Materials Bond must be paid and in effect for one year after the acceptance of the job by the City in accordance with the guarantee required by Subsection 6-8.1. 2-5 PLANS AND SPECIFICATIONS Subsection 2-5.1 of the Greenbook is replaced by the following subsection. 2-5.1 GENERAL The Contractor will maintain the following at the Work site: One as -built copy of the Plans and Specifications, in good order and marked to record current changes and selections made during construction. As -built plans must be submitted to the City representative for approval before the City pays a final retention amount. 2. The current accepted Contract Schedule. 3. Shop Drawings, Product Data, and Samples. 4. Approved permits from other agencies, including Cal -OSHA permits for trench shoring. II -B-4 Agreement No. 5967 5. All other required submittals. The Plans, Specifications, and other Contract Documents will govern the Work. The Contract Documents are intended to be complementary and cooperative and to describe and provide for a complete project. Anything in the Specifications and not on the Plans, or on the Plans and not in the Specifications, will be as though shown or mentioned in both. Payment for any items on the plans for which there is no specific bid item will be included in the various items of work or in any item to which it is appurtenant. If the Contractor performs any work which it knows or should know involves an error, inconsistency, or omission without notifying and obtaining written consent from the Engineer, the Contractor will be responsible for the resulting losses, including, without limitation, the costs of correcting defective work. 2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS The following paragraph is added to subsection 2-5.2 of the Greenbook: As the figured dimensions shown on the plans and in the specifications of the Contract may not in every case agree with scaled dimensions, the figured dimensions will be followed in preference to the scaled dimensions, and plans to a large scale will be followed in preference to the plans to a small scale. Should it appear that the work to be done, or any of the matters relative thereto, are not sufficiently detailed or explained in the Contract, the Contractor will apply to the Engineer for such further explanations as may be necessary, and will conform thereto as part of the Contract so far as may be consistent with the terms thereof. Any items shown on drawings and not mentioned in the specifications will be of like effect as if shown or mentioned in both. 2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS Although it is believed that much of the information pertaining to conditions and existing utilities that may affect the cost of the Work will be shown on the Plans or indicated in the Specifications, the City does not warrant the completeness or accuracy of such information. The Contractor will carefully study and compare each of the Contract Documents with the others and with information furnished by the City and will promptly report in writing to the Engineer any errors, inconsistencies, or omissions in the Contract Documents or inconsistencies with applicable law observed by the Contractor. The Contractor will take field measurements, verify field conditions, perform soil investigations, and carefully compare with the Contract Documents such field measurements, conditions, and other information known to the Contractor before commencing the Work. Errors, inconsistencies, or omissions discovered at any time will be promptly reported in writing to the Engineer. II -B-5 Agreement No. 5967 2-8 RIGHT-OF-WAY The following subsection is added to Subsection 2-8 of the Greenbook. 2-8.1 ADDITIONAL WORK AREAS AND FACILITIES When the Contractor arranges for additional temporary work areas and facilities, the Contractor will provide the City with proof that the additional work areas or facilities have been left in a condition satisfactory to the owner(s) of said work areas or facilities before acceptance of the work. 2-9 SURVEYING Subsection 2-9.3, Survey Service, is deleted in its entirety and replaced by the following subsection: 2-9.3 SURVEY SERVICE 2-9.3.1 CONSTRUCTION SURVEYING The Contractor will provide for all construction surveying required to layout, monitor and complete the work. The surveying will be performed by a Land Surveyor or Civil Engineer authorized to practice land surveying by the State of California. The Project Benchmark is shown on the plans. The Contractor will establish all necessary control lines based on the plans and record information on file with the County of Los Angeles Surveyor and the Engineer. It is the responsibility of the Contractor to protect the survey control as shown on the plans. If the survey control is destroyed or disturbed during construction, the Contractor will provide for resetting them and file appropriate documents with the County of Los Angeles at the direction of the Engineer. Computations, survey notes, and other data used to accomplish the work will be neat, legible and accurate. Copies of all computations, survey notes, and other data (electronic format may be required) will be furnished to the Engineer before beginning work that requires their use. 2-9.3.2 MEASUREMENT AND PAYMENT Construction Survey — Unless a separate bid item is provided, payment will be considered included in the other items of the bid and no additional payment will be made therefore. 3-3.2.2 BASIS FOR ESTABLISHING COSTS Subsection 3-3.2.2.3, Tool and Equipment Rental is modified where the second and third paragraphs are replaced with "Regardless of ownership, the rates to be used in Agreement No. 5967 determining the equipment usage costs will not exceed those listed for the same or similar equipment in the California State Department of Transportation publication of Labor Surcharge and Equipment Rates effective for the period of usage." 3-3.2.3 MARK UP Subsection 3-3.2.3, Mark Up, is deleted in its entirety and replaced by the following subsection: (a) Work by Contractor. The following percentages will be added to the Contractor's costs and will constitute the markup for all overhead and profits. 1) Labor............................................20 2) Materials......................................15 3) Equipment Rental ......................... 15 4) Other Items and Expenditures ...... 15 To the sum of the costs and markups provided for in this subsection, 1 percent will be added as compensation for bonding. No other formula, e.g., the Eichleay or other method, may be used to calculate daily damages for office overhead, profit, or other purported loss. (b) Work by Subcontractors. When all or any part of the extra work is performed by a Subcontractor, the markup established in 3-3.2.3(a) will be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. (c) In the event that City becomes liable to Contractor for compensable delays, City agrees to pay Contractor the daily Contractor Delay Damages set forth in the Bid Form or Contractor's actual daily delay damages, whichever is less, for each day of Compensable Delay as provided for by these Contract Documents. 3-3.3 DAILY REPORTS BY CONTRACTOR Add the following paragraph to subsection 3-3.3, Daily Reports by Contractor: If disagreement continues regarding extra work, the Contractor may seek compensation in accordance with the Claims procedure. Daily Reports required by this subsection must be made part of the Claim as supporting data for the Claim. 3-4 CHANGED CONDITIONS Subsection 3-4, Changed Conditions, is deleted in its entirety and replaced with the following subsection: If the Contractor encounters concealed or unknown conditions that differ materially from those anticipated or expected ("changed conditions"), the Contractor will immediately notify the Engineer in writing of such changed conditions (upon II -B-7 Agreement No. 5967 discovery and before disturbing such changed conditions), as provided in Subsection 6-11, so that the Engineer can determine if such conditions require design details that differ from those design details shown in the Contract Documents. Notwithstanding the time period set forth in Subsection 6-11.3, the Contractor is liable to the City for any extra costs incurred as a result of the Contractor's failure to promptly give such notice. Changed conditions include, without limitation, the following: Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from what is represented in the Contract which the Contractor believes may be hazardous waste as defined in California Health & Safety Code § 25117 that is required to be removed to a Class I, II, or III disposal site in accordance with applicable law. The Engineer will promptly investigate conditions that appear to be changed conditions. The Engineer's decision, and any dispute regarding that decision, will be made in accordance with Section 6-11 except that the Engineer will render a decision promptly. Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS is subject to the following provisions: The information is made available for the Bidders' convenience and is not a part of the Contract. 2. The City has not determined the accuracy or completeness of such information and all such information is made available to Bidders without any representation or warranty by the City whatsoever as to its accuracy, completeness, or relevancy. 3. Bidders will independently evaluate such information for their use and will be solely responsible for use or interpretation of such information. Any such use or interpretation will not be the basis of any claim against the City. 3-5 DISPUTED WORK Subsection 3-5 is deleted in its entirety and replaced by the following subsection. If the Contractor and the City do not reach agreement on disputed work, the City may direct the Contractor to proceed with the work. Any payment for the disputed work will be determined pursuant to the claims procedures in these Standard Specifications. Although not to be construed as proceeding under extra work provisions, the Contractor will keep and furnish records of disputed work as required by the Contract :: Agreement No. 5967 Documents. 4-1.3 INSPECTION REQUIREMENTS Subsection 4-1.3, Inspection Requirements, is deleted in its entirety and replaced by the following subsections. 4-1.3.1 GENERAL Unless otherwise specified, inspection at the source of production for such materials and fabricated items as bituminous paving mixtures, structural concrete, fabricated metal products, cast metal products, welding, reinforced and unreinforced concrete pipe, application of protective coatings, and similar shop and plant operations is not required. A certificate of compliance, signed by an authorized officer of the producer, certifying compliance with the contract documents will be submitted for all of the following materials: steel pipe, sizes less than 18 inches; vitrified clay pipe; asbestos cement pipe; cast iron pipe; reinforced concrete pipe; non -reinforced concrete pipe; and PVC sewer and water pipe; subject to sampling and testing by City. Standard items of equipment, such as electric motors, conveyors, plumbing fittings and fixtures, lumber, plywood, and so on, are subject to inspection at the job site. All other equipment items will be inspected and tested in accordance with the contract documents. The City does not provide full time inspection. The Contractor will provide 24-hour minimum notice for each inspection required by the work unless other arrangements have been agreed upon, in writing, with the City Engineer. Any inspection required outside of normal working hours and days, including holidays, will be at the Contractor's cost at rates established by the City. 4-1.6 TRADE NAMES OR EQUALS Whenever any material, product, equipment, or service is specified by brand, trade, or proprietary name, the item so specified will be deemed to be followed by the words "or equal". For the City's consideration of a proposed "equal" item, the Bidder must submit, a minimum of ten (10) calendar days before the date of the bid opening, documentation of the particulars of the proposed "equal item". At a minimum, the submitted documentation will include: ■ Written request with explanation of why the product should be considered as an equal product. ■ Material specifications. ■ Technical specifications. ■ Test data. ■ Samples. ■ Comparison chart of key specifications of the "equal" item against similar :VIIJ Agreement No. 5967 specifications of the specified item. Work locations and reference telephone numbers of at least three (3) locations where the proposed "equal" item has been recently installed under similar conditions. ■ Warranty data. The Bidder will be notified by the Engineer whether or not the proposed "equal" product is acceptable to the City five (5) calendar days before the date of the bid opening. Failure to submit all required documentation and/or submittal of incomplete documents may result in the City's rejection of the proposed "equal" product without further consideration. 5-2 PROTECTION The following subsection is added to Subsection 5-2 of the Greenbook. 5-2.1 INCORRECT LOCATION OF UTILITIES If the Contractor, while performing the Work, discovers utility facilities not identified correctly or not shown in the contract plans or specifications by the City, the Contractor will immediately notify the City and utility owner in writing. 5-4 RELOCATION The following subsection is added to Subsection 5-4 of the Greenbook. 5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION The City will be responsible to arrange for the removal, repair, or relocation of existing utilities located within the project limits if such utilities are not correctly identified in the contract plans or specifications by the City. The City will have the sole discretion to perform repairs or relocation work or permit the Contractor to do such repairs or relocation. 5-5 DELAYS The following paragraphs are added to Subsection 5-5 of the Greenbook. Actual loss, as used in this Subsection, will be understood to include no items of expense other than idle time of equipment and necessary payments for idle time of workers, cost of extra moving of equipment, and cost of longer hauls. Compensation for idle time of equipment and idle time of workers will be determined by Subsection 5-5.1 and no markup will be added in either case for overhead and profit. The cost of extra moving of equipment and the cost of longer hauls will be paid for as extra work. The following subsection is added to Subsection 5-5 of the Greenbook. II -B-10 Agreement No. 5967 5-5.1 CALCULATING IDLE TIME Equipment idle time will calculated in accordance with Subsection 3-3.2.2 and based upon the actual normal working time during which the delay condition exists, but in no case will exceed 8 hours in any one day. The days for which compensation will be paid will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the existence of the delay. Worker idle time will be calculated in accordance with Subsection 3-3.2.2. 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK Section 6-1, Construction Schedule and Commencement of Work, is deleted in its entirety and replaced by the following subsections. Pre -Construction Meeting: After contract award, the City will arrange for a pre -construction meeting to discuss the construction of the project. City will invite utility agencies and the contractor will arrange for all of its sub -contractors to attend the meeting. 6-1.1 CONTRACT SCHEDULE After notification of award and before starting any work, the Contractor will submit a Contract Schedule to the Engineer for review, as required by these Specifications within fifteen (15) calendar days of award. 6-1.2 CONTENT OF CONTRACT SCHEDULE The Contract Schedule, and any updated Contract Schedule, will meet the following requirements: 1. Schedules must be suitable for monitoring progress of the Work. 2. Schedules must provide necessary data about the time for the Engineer's decisions. 3. Schedules must be sufficiently detailed to demonstrate adequate planning for the Work. 4. Schedules must represent a practical plan to complete the Work within the Contract Time. 5. Schedules must show the critical path method for completing the Work. The Engineer's review of the form and general content of the Contract Schedule and any updated Contract Schedules is only for the purpose of determining if the listed requirements are satisfied, nothing more. 6-1.3 EFFECT OF CONTRACT SCHEDULE The Contract Schedule, and any updated Contract Schedules, will represent a practical plan to complete the Work within the Contract Time. Extension of any schedule II -B-11 Agreement No. 5967 beyond the Contract Time will not be acceptable. Schedules showing the Work completed in less than the Contract may be acceptable if judged by the Engineer to be practical. Acceptance of such a schedule by the Engineer will not change the Contract Time. The Contract Time, not the Contract Schedule, will control in determining liquidated damages payable by the Contractor and in determining any delay. If a schedule showing the Work completed in less than the Contract Time is accepted, the Contractor will not be entitled to extensions of the Contract Time for Excusable Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable Delays until such delays extend the completion of the Work beyond the expiration of the Contract Time. The Contractor will plan, develop, supervise, control, and coordinate the performance of the Work so that its progress and the sequence and timing of Work activities conform to the current accepted Contract Schedule. The Contractor will continuously obtain from Subcontractors information and data about the planning for and progress of the Work and the delivery of equipment, will coordinate and integrate such information and data into updated Contract Schedules, and will monitor the progress of the Work and the delivery of equipment. The Contractor will act as the expeditor of potential and actual delays, interruptions, hindrances, or disruptions for its own forces and those forces of Subcontractors. The Contractor will cooperate with the Engineer in developing the Contract Schedule and updated Contract Schedules. The Engineer's review and comments about any schedule or scheduling data will not relieve the Contractor from its sole responsibility to plan for, perform, and complete the Work within the Contract Time. Review and comments about any schedule will not transfer responsibility for any schedule to the Engineer or the City nor imply their agreement with (1) any assumption upon which such schedule is based or (2) any matter underlying or contained in such schedule. The Engineer's failure to discover errors or omissions in schedules that have been reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are behind schedule, or to direct or enforce procedures for complying with the Contract Schedule will not relieve the Contractor from its sole responsibility to perform and complete the Work within the Contract Time and will not be a cause for an adjustment of the Contract Time or the Contract Sum. The Contractor will perform the Work in accordance with the currently accepted Contract Schedule. 6-1.4 COMMENCEMENT OF CONTRACT TIME The Contract Time will commence when the City issues a Notice to Proceed. The Work will start on the date specified in the Notice to Proceed and within a maximum of fifteen (15) calendar days after the date of the Notice to Proceed, and be diligently prosecuted to completion with the time provided in the Specifications. II -B-12 Agreement No. 5967 6-4 DEFAULT BY CONTRACTOR The language in subsection 6-4 is deleted in its entirety and replaced with the following subsections. 6-4.1 GENERAL Should the Contractor fail to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fail to maintain the Work schedule (as determined by the current accepted Contract Schedule) which will ensure the City's interest, or if the Contractor is not carrying out the intent of the Contract, the City may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. 6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK The City may terminate the Contractor's control over the Work without liability for damages when, in the City's opinion, the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the City's consent. Should such termination occur, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity and quality of the Work completed at the time of termination, less damages caused to the City by the Contractor's action or inaction. In the event of such termination of control, the City may do any one, or combination of, the following: 1. Serve written notice upon the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. In such event the Surety will, within 5 days, assume control and perform the Work as successor to the Contractor; 2. The City may perform the Work itself and deduct the cost thereof from any payment due to the Contractor; 3. The City may replace the Contractor with a different contractor to complete the work and deduct the cost thereof from any payment due to the Contractor. Nothing herein will waive, or serve as a limitation upon, any additional remedy the City may have under these Contract Documents or applicable law. 6-4.3 SURETY'S ASSUMPTION OF CONTROL Should the Surety assume any part of the Work, it will take the Contractor's place in all respects for that part, and will be paid by the City for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default will be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after II -B-13 Agreement No. 5967 receiving notice of cancellation, or fails to continue to comply, the City may exclude the Surety from the premises. The City may then take possession of all material and equipment and complete the Work by City's forces, by letting the unfinished work to another contractor, or by a combination of such methods. In any event, the cost of completing the Work will be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the City. If the sums due under the Contract are insufficient for completion, the Contractor or Surety will pay to the City within 5 days of completion, all costs in excess of the sums due. The provisions of this subsection will be in addition to all other rights and remedies available to the City under applicable law. 6-6 DELAYS AND EXTENSIONS OF TIME Subsection 6-6 is deleted in its entirety and replaced with the following subsections. 6-6.1 GENERAL If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays except as otherwise provided herein. Excusable delay may include: war, earthquakes exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the contemplation of the parties, strikes outside the contemplation of the parties, fires, floods, changes to the Work as identified herein, or other specific events that may be further described in the Specifications. Delays to the project caused by labor disputes or strikes involving trades not directly related to the project, or involving trades not affecting the project as a whole will not warrant an extension of time. The City will not grant an extension of time for a delay by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor's operations and accepted construction schedule. Should delays be caused by events other than those included herein, the Engineer may, but is not required to, deem an extension of time to be in the City's best interests. 6-6.2 EXTENSIONS OF TIME If granted, extensions of time will be based upon the effect of delays to the critical path of the Work as determined by the current accepted Contract Schedule. Delays to minor portions of the Work that do not affect the critical path will not be eligible for extensions of time. 6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR Any payment for compensable delay will be based upon actual costs as set forth in II -B-14 Agreement No. 5967 Subsection 5-5 excluding, without limitation, what damages, if any, the Contractor may have reasonably avoided. The Contractor understands that this is the sole basis for recovering delay damages and explicitly waives any right to calculate daily damages for office overhead, profit, or other purported loss, using different formulas including, without limitation, the Eichleay Formula. 6-6.4 WRITTEN NOTICE AND REPORT If the Contractor desires payment for a delay or an extension of time, it will give the Engineer written notice of such request not later than the time limit set forth in the Proposal for submitting a claim after the event or occurrence giving rise to a delay claim. Failure to submit a written request within such amount of time will result in the Contractor waiving its delay claim. Any claim for payment or an extension of time must be in the form required by the "Claims" sections of these Specifications. In no event will the City grant the Contractor an extension of time if the delay is within the Contract Time as identified by the Contract Documents. 6-7.2 WORK DAYS AND WORKING HOURS City Hall is open from Monday thru Thursday lam -5pm and alternating Friday's 7am- 4pm. It is closed the following holidays: New Year's Day Martin Luther King, Jr. Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Christmas Eve Christmas New Year's Eve New Year's Day - Wednesday, January 1, 2020 - Monday, January 20, 2020 - Monday, February 17, 2020 - Monday, May 25, 2020 - Friday, July 3, 2020 - Monday, September 7, 2020 - Wednesday, November 11, 2020 - Thurs-Fri, November 26-27, 2020 - Thursday, December 24, 2020 - Friday, December 25, 2020 - Thursday, December 31, 2020 - Friday, January 1, 2021 Working on Fridays when City Hall is closed is acceptable. If the Contractor, however, requests an inspection a day when City Hall is closed, then the Contractor will have to reimburse the City for the costs of inspection. The Contractor must request such an inspection at least 48 hours in advance. City inspections during hours when City Hall is closed are subject to inspection overtime fees to be paid for by the Contractor. Friday work that does not require inspection can be done without an inspection fee and must be discussed with City staff before its occurrence. If the Contractor does construction on a Friday or a day when City Hall is closed, that day is counted as a project working day. On workdays, Contractor's activities will be confined to the hours between 7:00 a.m. II -B-15 Agreement No. 5967 and 4:00 p.m. Please see Section 6-7.5 below for weekend and holiday work restrictions. 6-7.4 NIGHT WORK The following paragraph is added to Section 6-7 of the Greenbook: The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following day unless specifically provided for in the bid documents or unless the Contractor receives prior written approval. 6-7.5 WEEKEND AND HOLIDAY WORK The Engineer may, but is not required to, allow the Contractor to work on Saturdays, Sundays and City Holidays. 6-8 COMPLETION AND ACCEPTANCE Subsection 6-8 of the Greenbook is deleted in its entirety and replaced by the following: The Work will be inspected by the Engineer for acceptance upon the Engineer receiving the Contractor's written assertion that the Work is complete. If, in the Engineer's judgment, the Work is complete and is ready for acceptance, the Engineer will accept the Work on behalf of the City in the manner prescribed by the City. The Engineer will recommend approval of the Notice of Completion to the City Council. This will be the date when the Contractor is relieved from responsibility to protect the Work. All work will be guaranteed by the Contractor against defective workmanship and materials furnished by the Contractor for a period of 1 year from the date the Work was completed. The Contractor will replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the City may perform this work and the Contractor's sureties will be liable for the cost thereof. 6-8.1 GENERAL GUARANTY The Contractor will remedy any defects in the work and pay for any damage to other work resulting therefrom, which will appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The owner will give notice of observed defects with reasonable promptness. 6-9 LIQUIDATED DAMAGES Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and replaced by the following subsections. II -B-16 Agreement No. 5967 6-9.1 FAILURE TO COMPLETE WORK ON TIME If all the work called for under the contract is not completed before or upon the expiration of the Contract Time, the City will sustain damage. Since it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay, it is therefore agreed that the Contractor will pay to the City the sum specified in the Proposal for each and every calendar day beyond the time prescribed to complete the work not as a penalty, but as a predetermined liquidated damage. The Contractor agrees to pay such liquidated damages as are herein provided, and in case the same are not paid, agrees that the City may deduct the amount thereof from any money due or that may become due to the Contractor under the contract. Unless otherwise specified, liquidated damages will be $250 per calendar day. 6-11 DISPUTES AND CLAIMS_ PROCEDURE 6-11.1 GENERAL Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the Contractor that seeks an adjustment or interpretation of the terms of the Contract Documents, payment of money, extension of time, or other relief with respect to the Contract Documents, including a determination of disputes or matters in question between the City and the Contractor arising out of or related to the Contract Documents or the performance of the Work, and claims alleging an unforeseen condition or an act, error, or omission by the City, the Engineer, their agents or employees. "Claim" does not mean, and the Claims procedures herein do not apply, to the following: 1. Claims respecting penalties for forfeitures prescribed by statute or regulations, which a government agency is specifically authorized to administer, settle, or determine. 2. Claims respecting personal injury, death, reimbursement, or other compensation arising out of or resulting from liability for personal injury or death. 3. Claims respecting a latent defect, breach of warranty, or guarantee to repair. 4. Claims respecting stop notices. If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance of a written final decision denying in whole or in part the Contractor's Change Order Request. If a Claim is not subject to the Change Order Procedures, the Claim arises when the Contractor discovers, or reasonably should discover, the condition or event giving rise to the Claim. 6-11.2 FORM A Claim must include the following: A statement that it is a Claim and a request for a decision. II -B-17 Agreement No. 5967 2. A detailed description of the act, error, omission, unforeseen condition, event or other condition giving rise to the Claim. 3. If the Claim is subject to the Change Order procedures, a statement demonstrating that a Change Order Request was timely submitted and denied. 4. A detailed justification for any remedy or relief sought by the Claim, including to the extent applicable, the following: a) If the Claim involves extra work, a detailed cost breakdown claimed. The breakdown must be provided even if the costs claimed have not been incurred when the Claim is submitted. b) To the extent costs have been incurred when the Claim is submitted, the Claim must include actual cost records (including, without limitation, payroll records, material and rental invoices) demonstrating that costs claimed have actually been incurred. C) To the extent costs have not yet been incurred at the time the Claim is submitted, actual cost records must be submitted on a current basis not less than once a week during any periods costs are incurred. A cost record will be considered current if submitted within seven (7) calendar days of the date the cost reflected in the record is incurred. At the Engineer's request, claimed extra costs may be subject to further verification procedures (such as having an inspector verify the performance of alleged extra work on a daily basis). 5. If the Claim involves an error or omission in the Contract Documents: a) An affirmative representation that the error or omission was not discovered before submitting a bid for the Contract; and b) A detailed statement demonstrating that the error or omission reasonably should not have been discovered by the Contractor, its Subcontractors and suppliers, before submitting a bid for the Contract. 6. If the Claim involves an extension of the Contract Time, written documentation demonstrating the Contractor's entitlement to a time extension. 7. If the Claim involves an adjustment of the Contract Sum for delay, written documentation demonstrating the Contractor's entitlement to such an adjustment. 8. A personal certification from the Contractor that reads as follows: " I, , BEING THE (MUST BE AN OFFICER) OF (CONTRACTOR NAME), DECLARE UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY II -B-18 Agreement No. 5967 REVIEWED THE ATTACHED CLAIM FOR ADDITIONAL COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE AMOUNT REQUESTED ACCURATELY REFLECTS THE CONTRACT ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650, ET SEQ., PERTAINING TO FALSE CLAIMS, AND FURTHER KNOW AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE LEGAL CONSEQUENCES." 6-11.3 CLAIMS SUBMITTED TO ENGINEER Within thirty (30) calendar days after the circumstances giving rise to a Claim occur, the Contractor will submit its Claim to the Engineer for a decision. Regardless of any Claim submittal, or any dispute regarding a Claim, unless otherwise directed by the Engineer, the Contractor will not cause any delay, cessation, or termination of the Work, but will diligently proceed with the performing the Work in accordance with the Contract Documents. Except as otherwise provided, the City will continue to make payments in accordance with the Contract Documents. 6-11.4 CLAIM IS PREREQUISITE TO OTHER REMEDY The Contractor certifies that it is familiar with PCC § 10240.2 and understands and agrees that submitting a Claim in accordance with these Specifications is an express condition precedent to the Contractor's right to otherwise pursue a claim whether through alternative dispute resolution or by litigation. Should the Contractor fail to submit a claim in accordance with these Specifications, including the time limits set forth herein, it will waive any right to a remedy, whether in law or equity, it might otherwise have pursuant to the Contract Documents or applicable law. 6-11.5 DECISION ON CLAIMS The Engineer will promptly review Claims submitted by the Contractor in accordance with these Specifications. Should the Engineer require additional supporting evidence to evaluate the claim, the Engineer will request such additional information in writing. Any such requested data will be furnished not later than ten (10) calendar days after the Contractor receives the Engineer's request. The Engineer will render a decision not later than thirty (30) days after either receiving the Claim or the deadline for furnishing additional supporting data, whichever is later. If the Claim amount is more than $50,000, the time period will be extended to sixty (60) days. If the Engineer fails to render a decision within the time period established herein, then the Claim will be deemed denied. The Engineer's decision will be final and binding unless appealed in accordance with these Specifications. The Engineer's decision on a Claim will include a statement substantially as follows: II -B-19 Agreement No. 5967 "This is a decision pursuant to the General Specifications of your contract. If you are dissatisfied with the decision, and have complied with the procedural requirements for asserting claims, you may have the right to alternative dispute resolution or litigation. Should you fail to take appropriate action within thirty (30) calendar days of the date of this decision, the decision will become final and binding and not subject to further appeal." 6-11.6 APPEAL OF ENGINEER'S DECISION Should the Contractor dispute the Engineer's decision, then the Contractor must appeal that decision to the City's Public Works Director within thirty (30) calendar days of receiving the Engineer's decision. The Public Works Director will address disputes or claims within thirty (30) calendar days after receiving such request and all necessary supporting data. The Public Works Director's decision on the dispute or claim will be the City's final decision. If the Contractor disputes the Public Works Director's decision, then the Contractor must demand alternative dispute resolution in accordance with this Section and the PCC within thirty (30) calendar days of the City's final decision. 6-11.7 MEDIATION If the City and the Contractor agree, disputes between the parties may be submitted to non-binding mediation. If the parties cannot agree to an alternative form of mediation, then mediation will be administered by the American Arbitration Association ("AAA") under its Construction Industry Mediation Rules, unless the use of such rules are waived by mutual stipulation of both parties. The parties may, but are not required to be, represented by counsel in mediation. The requirement for mediation will not alter or modify the time limitations otherwise provided for claims and no conduct or settlement negotiation during mediation will be considered a waiver of the City's right to assert that claim procedures were not followed. 6-11.8 ARBITRATION If the City and Contractor do not agree to mediation, then a disputes will be submitted to neutral non-binding (except as provided herein) arbitration. Arbitration will be conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator will be consistent with PCC § 10240.8. The exclusive venue for any arbitration will be in Los Angeles County. The expenses and fees of the arbitrators and the administrative fees, if any, will be divided among the parties equally. Each party will pay its own counsel fees, witness fees, and other expenses incurred for its own benefit. II -B-20 Agreement No. 5967 6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING The decision rendered by the arbitrator will become binding upon the parties unless appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within thirty (30) calendar days of the decision. If subsequent litigation results in an award to the party appealing the arbitration that is less than or equal to that of the arbitration decision, or if the litigation results in a decision in favor of the nonappealing party, then the party appealing the arbitration will pay the nonappealing party's attorney's fees and court costs. 6-11.10 APPEAL TO SUPERIOR COURT: WAIVER OF JURY TRIAL Should a party timely object to the arbitration decision, it may file a petition with the Los Angeles County Superior Court in accordance with California Code of Civil Procedure ("CCP") §§ 1285, et seq. Notwithstanding the limitations set forth in CCP § 1286.2, the court may vacate, correct, or adjust an arbitration award, and enter judgment in accordance with CCP § 1287.4, for any legal or equitable basis including, without limitation, error of law. The court will apply the substantial evidence standard of review when considering the appeal of an objecting party. BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES. 6-11.11 AB 626 CLAIMS: PROCESS Claims made by a Contractor for one or more of the following are subject to the claim resolution process set forth in Public Contract Code section 9204: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the city under a contract for a public works project. (B) Payment by the city of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the city. 7-2 LABOR The following subsections are added to Subsection 7-2 of the Greenbook. II -B-21 Agreement No. 5967 7-2.3 PREVAILING WAGES The Contractor will post at appropriate conspicuous points at the site of the project a schedule showing determinations of the Director of Industrial Relations of the prevailing rate of per diem wages. It will be the Contractor's responsibility to obtain copies of the prevailing rate of per diem wages. One source that may be used is the California Department of Industrial Relations website which is currently located at www.dir.ca.gov, or by calling the Prevailing Wage Unit at (415) 703-4774. Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the employment of apprentices by the Contractor or any subcontractor. Labor Code § 1777.5 requires the Contractor or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except: a) When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the ninety (90) calendar days before the request for certificate, or b) When the number of apprentices in training in the area exceeds a ratio of one to five, or C) When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or d) When the Contractor provides evidence that the Contractor employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions. The Contractor and any subcontractor will comply with Labor Code §§ 1777.5 and 1777.6 in the employment of apprentices. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex -officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. II -B-22 Agreement No. 5967 7-2.4 RECORD OF WAGES PAID: INSPECTION Every Contractor and subcontractor will keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with the Work. The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement. If requested by the City, the Contractor will provide copies of the records at its cost. 7-3 LIABILITY INSURANCE Subsection 7-3, Liability Insurance, of the Greenbook is deleted in its entirety and replaced by the following subsections. 7-3.1 GENERAL Contractor must procure and maintain for the duration of the contract the following insurance coverages and limits against claims for injuries to persons or damage to property that may arise from or in connection with the performance of the work covered by this agreement by the Contractor, its agents, representatives, employees or subcontractors: COVERAGE PER OCCURRENCE Comprehensive General Liability Business Auto Workers' Compensation ISO FORM CL 00 02 01 85 or 88 CA 00 01 01 87 COMBINED SINGLE LIMIT $2,000,000 $1,000,000 Statutory Contractor will provide endorsements or other proof of coverage for contractual liability. Combined single limit per occurrence will include coverage for bodily injury, personal injury, and property damage for each accident. If Commercial General Liability Insurance or other form with a general aggregate limit is used, the policy will be endorsed such that the general aggregate limit will apply separately to this contract and a copy of the endorsement provided to the City. Liability policies will contain, or be endorsed to contain the following provisions: GENERAL LIABILITY AND AUTOMOBILE LIABILITY: The City, its officers, officials, employees, agents, and volunteers will be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, occupied or used by the Contractor; or automobiles owned, leased, hired or borrowed by the Contractor. The coverage will contain no special limitations on the scope or protection afforded to the City, its officers, officials, employees, agents, or volunteers. II -B-23 Agreement No. 5967 The Contractor's insurance coverage will be primary insurance as respects the City, its officers, officials, employees, agents, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, agents, and volunteers will be excess of the Contractor's insurance and will not contribute with it. The insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Contractor for the City. Any failure to comply with reporting provisions of the policies will not affect coverage provided to the City, its officers, officials, employees, agents and volunteers. The Contractor's insurance will apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. WORKER'S COMPENSATION: The insurer will agree to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses arising from work performed by the Contractor for the City. ALL COVERAGES: Each insurance policy required by this subsection will be endorsed to state that coverage will not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) calendar days written notice by certified mail, return receipt requested, has been given to: CITY CLERK City of El Segundo 350 Main Street El Segundo, CA 90245 Notwithstanding the foregoing, the endorsement may state that insurance may be cancelled upon ten (10) calendar day notification for non-payment of premium. The Contractor will provide the City with updated proof of insurance should the Contract Time extend beyond the policy expiration date. All liability insurance will be on an occurrence basis. Insurance on a claims made basis will be rejected. Any deductibles or self-insured retentions will be declared to and approved by City. The insurer will provide an endorsement to City eliminating such deductibles or self-insured retentions as respects the City, its officials, employees, agents, and volunteers. Except for Workers Compensation Insurance, Contractor will furnish to City certificates of insurance and endorsements on forms acceptable to the City's City Attorney, duly authenticated, giving evidence of the insurance coverages required in this contract and other evidence of coverage or copies of policies as may be reasonably required by City from time to time. Endorsements must be supplied on ISO Form No. II -B-24 Agreement No. 5967 CG 20 10 11 85, or equivalent. Certificate/endorsement for Workers Compensation Insurance will be furnished on State Comp Fund or other industry standard form. Except for worker's compensation insurance, all insurance required herein will be placed with insurers with a Best's Rating of not less than A:VII. Worker's compensation insurance policies will meet the requirements of California law. All subcontractors employed on the work referred to in this contract will meet the insurance requirements set forth for Contractor. Contractor will furnish certificates of insurance and endorsements for each subcontractor at least five days before the subcontractor entering the job site, or Contractor will furnish City an endorsement including all subcontractors as insureds under its policies. Except as provided in Subsection 6-10, the Contractor will save, keep and hold harmless the City, its officers, officials, employees, agents and volunteers from all damages, costs or expenses in law or equity that may at any time arise or be claimed because of damages to property, or personal injury received by reason of or in the course of performing work, which may be caused by any willful or negligent act or omission by the Contractor or any of the Contractor's employees, or any subcontractor. The City will not be liable for any accident, loss or damage to the work before its completion and acceptance, except as provided in Subsection 6-10. The cost of such insurance will be included in the various items of work in the Contractor's bid and no additional compensation for purchasing insurance or additional coverage needed to meet these requirements will be allowed. In the event that any required insurance is reduced in coverage, cancelled for any reason, voided or suspended, Contractor agrees that City may arrange for insurance coverage as specified, and Contractor further agrees that administrative and premium costs may be deducted from payments due to the Contractor. Contractor will not be allowed to work until alternate coverage is arranged. Coverage will not extend to any indemnity coverage for the active negligence of the additional insured if the agreement to indemnify the additional insured would be invalid under Civil Code § 2782(b). 7-3.2 INDEMNIFICATION AND DEFENSE In addition to the provisions of Subsection 7-3 of the Greenbook as between the City and Contractor, Contractor will take and assume all responsibility for the work as stated herein or shown on the plans. The Contractor will bear all losses and damages directly or indirectly resulting to it, to the City, its officers, employees, and agents, or to others on account of the performance or character of the work, unforeseen difficulties, accidents, traffic control, job site maintenance, or any other causes whatsoever. The Contractor will assume the defense of and indemnify and save harmless the City of El Segundo, its officers, employees, and agents, from and against any and all claims, losses, damage, expenses and liability of every kind, nature, and description, directly II -B-25 Agreement No. 5967 or indirectly arising from the performance of the contract or work, regardless of responsibility for negligence, and from any and all claims, losses, damage, expenses, and liability, howsoever the same may be caused, resulting directly, or indirectly from the nature of the work covered by the contract, regardless of responsibility for negligence, to the fullest extent permitted by law. In accordance with Civil Code § 2782, nothing in this Subsection 7-3.2 or in Subsection 7-3 of the Standard Specifications will require defense or indemnification for death, bodily injury, injury to property, or any other loss, damage or expense arising from the sole negligence or willful misconduct of the City, or its agents, servants or independent contractors who are directly responsible to the City, or for defects in design furnished by such persons. Moreover, nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose on the Contractor, or to relieve the City from, liability for active negligence of the City. The City does not, and will not, waive any rights against the Contractor which it may have by reason of the aforesaid hold harmless agreements because of the acceptance by the City, or deposit with City by Contractor, of any insurance policies described in Subsection 7-3 of the Special Provisions. This hold harmless agreement by the Contractor will apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered by reasons of any of the aforesaid operations of Contractor, or any subcontractor, regardless of whether or not such insurance policies are determined to be applicable to any of such damages or claims for damages. No act by the City, or its representatives in processing or accepting any plans, in releasing any bond, in inspecting or accepting any work, or of any other nature, will in any respect relieve the Contractor or anyone else from any legal responsibility, obligation or liability he might otherwise have. 7-5 PERMITS The following paragraph will be added to Subsection 7-5 of Greenbook: The Contractor will apply for permits required by the City. These permits will be issued on a "no -fee" basis. However, the Contractor must pay for and obtain all other permits from other governmental and utility agencies necessitated by their operations. All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees or other fees charged or required for such permits must be paid by the Contractor. These costs will be included in the bid item provided. If no bid item is included, costs will be included in the various items of work, and no additional payment will be allowed. 7-8.1 CLEANUP AND DUST CONTROL Subsection 7-8.1, Cleanup and Dust Control, of the Greenbook is deleted in its entirety and replaced by the following subsections. II -B-26 Agreement No. 5967 7-8.1.1 GENERAL On any construction project requiring trenching within public streets and for which total trenching is in excess of 500 feet, the Contractor will be required to sweep the worksite utilizing a pick-up type street sweeper a minimum of once daily. 7-8.1.2 WATERING Water for dust control caused by Contractor's operations or the passage of traffic through the work will be applied as necessary or as directed by the Engineer. Water for the above or other purposes may be obtained from any approved source. If the Contractor chooses to use a City fire hydrant upon placing deposits and fees as described in this contract, the Engineer will cause a meter to be installed. All water used from the hydrant will be metered and charged to the Contractor at the prevailing rate plus the current daily meter rental rate. The Contractor will be charged a $15 reconnect fee if the Contractor wishes to move the meter to a different hydrant. Costs of water to be used will be included in the cost of various bid items. 7-8.6 WATER POLLUTION CONTROL The following requirements are added to establish storm water and urban runoff pollution prevention controls. (a) Storm or construction generated water containing sediment such as, construction waste, soil, slurry from concrete/asphalt concrete saw cutting operations, clean up of concrete transit mixers or other pollutants from construction sites and parking areas will be retained or controlled on site and will not be permitted to enter the storm drain system. (b) Temporary sediment filtering systems such as sandbags, silt fences, or gravel berms will be utilized to trap sediment so that only filtered water enters the City's storm drain system. Proper clean up and disposal of settled sediment and the filtering system will be the responsibility of the Contractor. (c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub - grade area designated for new concrete construction for example) is acceptable. Discharge on to private property, parkway areas, or the street is not permitted. (d) Plastic or other impervious covering will be installed where appropriate to prevent erosion of an otherwise unprotected area, along with any other runoff control devices deemed appropriate by the City. (e) Excavated soil stored on the site will be covered in a manner that minimizes the amount of sediments running into the storm drain system, street or adjoining properties. (f) No washing of construction or other industrial vehicles and equipment will be allowed adjacent to a construction site. During the rainy season (October 15 to April 15), Contractor will keep at the construction site sufficient materials and II -B-27 Agreement No. 5967 labor to install temporary sediment filtering systems and other water pollution prevention control measures. These control measures will be in place and maintained by the Contractor on a daily basis on days when construction is not in progress due to rain. (h) All costs associated with water pollution control will be borne by the Contractor. Any expense incurred by the City to expeditiously respond to storm drain contamination resulting from Contractor's failure to implement water pollution control measures will be charged to the Contractor. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS The following requirements are added to Section 7-9: Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectively reduced by the Contractor's operations, such striping or markings will also be considered as existing improvements and the Contractor will replace such improvements. Relocations, repairs, replacements, or re -establishments will be at least equal to the existing improvements and will match such improvements in finish and dimensions unless otherwise specified. 7-10 PUBLIC CONVENIENCE AND SAFETY The following requirement is added to Section 7-10: Unless otherwise specified all traffic control will be performed in accordance with the Work Area Traffic Control Handbook (WATCH) Latest Edition, published by Building News. 7-10.1 TRAFFIC AND ACCESS The Contractor will notify the occupants of all affected properties at least 48 hours before any temporary obstruction of access. Vehicular access to property line will be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer. At least one (1) twelve (12) foot wide traffic lane will be provided for each direction of travel on all streets at all times except as permitted by the Engineer. The traffic lanes will be maintained on pavement, and will remain unobstructed. All work requiring that a lane be closed or a lane moved right or left will be noticed to the traveling public by use of City approved lighted arrow boards. Clearances from traffic lanes will be five (5) feet to the edge of any excavation and two (2) feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction. One four (4) foot wide paved pedestrian walkway will be maintained in the parkway area on each side of all streets. The clearance from the pedestrian walkway to any II -B-28 Agreement No. 5967 traffic lane will be five (5) feet. Pedestrians and vehicles will be protected from all excavations, material storage, and/or obstructions by the placement of an adequate number of lighted barricades (minimum two (2)) at each location, one (1) at each end of the obstruction or excavation), which will have flashing lights during darkness. Barricades will be Type I or Type II per Section 7-3 of the WATCH Manual and lights will be Type A per Section 7-6 of the "Work Area Traffic Control Handbook" (WATCH). 7-10.2 STREET CLOSURES, DETOURS, BARRICADES Street closures will not be allowed except as specifically permitted by the Engineer. The Contractor will prepare any traffic control or detour plans that may be required as directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30) to one (1). Temporary traffic channelization will be accomplished with barricades or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor will prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed on finish pavement surfaces, which are to remain. Where access to driveway or street crossings need to be maintained, minimum 1 1/4 inch thick steel plating will be used to bridge the trench. All steel plating will have temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross comfortably over the plates and have a non-skid surface. Plates subject to vehicle high traffic speeds and in residential areas will be secured by welding at the discretion of the Engineer. 7-10.5 PROTECTION OF THE PUBLIC It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor will use foresight and will take such steps and precautions as his operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public service, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the Project which will require that immediate and unusual provisions be made to protect the public from danger or loss of life, or damage to life and property, due directly or indirectly to prosecution of work under this contract. Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action will be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation immediately, the Engineer may provide suitable protection to said interests by causing II -B-29 Agreement No. 5967 such work to be done and material to be furnished as, in the opinion of the Engineer, may seem reasonable and necessary. The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, will be borne by the Contractor. All expenses incurred by the City for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. Such remedial measures by the City will not relieve the Contractor from full responsibility for public safety. 7-15 HAZARDOUS MATERIAL The following Subsection will be added to Section 7 of the Greenbook: For any excavation, which extends more than four feet below existing grade, the Contractor will promptly, and before the conditions are disturbed, notify the Engineer, in writing, of 1) any material that the Contractor believes may be hazardous waste, as defined in Health and Safety Code § 25117, which is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law, 2) subsurface or latent physical conditions at the site differing from those indicated, or 3) unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. After receiving notice from the Contractor, the Engineer will promptly investigate any condition identified by the Contractor as being hazardous. The rights and obligations of the City and the Contractor with regard to such conditions (including, without limitation, the procedures for procuring change orders and filing claims) will be specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook. If a dispute arises between the City and the Contractor whether the conditions materially differ, involve hazardous waste, or cause a change in the Contractor's cost or time required for performance of the work, the Contractor will not be excused from any scheduled completion date provided for by the contract, but will proceed with all work to be performed under the contract. The Contractor will retain all rights provided by Subsection 3-5, Disputed Work, of the Greenbook. If the Engineer determines that material called to the Engineer's attention by the Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of hazardous waste, the Contractor will be responsible for removal and disposal of the hazardous waste by qualified personnel and appropriate equipment in the manner required by law as directed by the Engineer, subject to the provisions of Section 3 (Changes in Work) of the Greenbook. 9-2 LUMP SUM WORK Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and replaced by the following: Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid II -B-30 Agreement No. 5967 for at the price indicated in the Proposal. Such payment will be full compensation for all costs for labor, equipment, materials and plant necessary to furnish, construct and install the lump sum item of work, complete, in place, and for all necessary appurtenant work, including, but not limited to, all necessary cutting, patching, repair and modification of existing facilities, and clean up of site. Contractor will furnish three copies of a detailed schedule, which breaks down the lump sum work into its component parts and cost for each part, in a form and sufficiently detailed as to satisfy Engineer that it correctly represents a reasonable apportionment of the lump sum. This schedule is subject to approval by Engineer as to both the components into which the lump sum item is broken down, and the proportion of cost attributable to each component. This schedule will be the basis for progress payments for the lump sum work. 9-3.2 PARTIAL AND FINAL PAYMENTS The text of Subsection 9-3.2 of the Standard Specifications is deleted and replaced with the following: The closure date for the purpose of making partial progress payments will be the last working day of each month. The Contractor will prepare the partial payment invoice with measurement of the work performed through the closure date and submit it to the CITY for approval. When work is complete, the Contractor will determine the final quantities of the work performed and prepare the final progress payment, and submit it to the Engineer for approval. It will take a minimum of thirty-five (35) calendar days from the date of approving the Contractor's invoice to make the payment to the Contractor. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents, or legal release of filed Stop Payment Notices against the Contractor. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as -built conditions. The full five percent (5%) retention will be deducted from all progress payments. The Contractor will make a payment request for the retained amount, for approval by the City, upon field acceptance of the work by the City Engineer. The City Engineer upon field acceptance and receipt of the final as -built plans and any other reports or documents required to be provided by the Contractor will process a recommendation to the City Council for acceptance of the work. Not less than thirty-five (35) calendar days from the City Council acceptance of the work, the Contractor's final payment will be made provided Stop Payment Notices or other claims have not been filed against the Contractor and/or the City by material suppliers, sub -contractors, other governmental agencies, and private property owners. Until these Stop Payment Notices are released and claims are resolved the stop payment/claim amount will be withheld from the final payment. II -B-31 Agreement No. 5967 The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety or equal value. At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow agent, who will pay such surety to the Contractor upon satisfactory completion of the contract. Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies held by the City or request that the City place such monies into an escrow account. The Contractor is notified, pursuant to PCC § 22300, that any such election will be at the Contractor's own expense and will include costs incurred by the City to accommodate the Contractor's request. Progress payment paid by the City as contemplated herein, will be contingent upon the Contractor submitting, in addition to any additional documents, an updated Contract Schedule in the form prescribed by these Contract Documents. Failure of the Contractor to submit an acceptable updated Contract Schedule will result in the City withholding partial payment, without liability to the City, until such an acceptable updated Contract Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow progress of the Work. A City Council resolution established a Project Payment Account, encumbered money in the current budget, and assigned that money to the Project Payment Account which is the sole source of funds available for payment of the Contract Sum. Contractor understands and agrees that Contractor will be paid only from this special fund and if for any reason this fund is not sufficient to pay Contractor, Contractor will not be entitled to payment. The availability of money in this fund, and City's ability to draw from this fund, are conditions precedent to City's obligation to make payments to Contractor. 9-3.3 DELIVERED MATERIALS Materials and equipment delivered or stored, but not incorporated into the work, will not be approved for progress payments. 100-1 TERMINATION OF AGENCY LIABILITY Before receiving final payment, the Contractor will execute a "Release on Contract" form which will operate as, and will be a release to the City, the City Council, and each member of the City Council and their agencies, from all claims and liability to the Contractor for anything done or furnished for, or relating to, the work or for any act of neglect of the City of any person relating to or affecting the work, except the claim against the City for the remainder, if any there be, of the amounts kept or retained as provided in Subsections 9-3 of the Standard Specifications and except for any unsettled claims listed on said form which have been filed in compliance with the requirements for making claims. - END OF SECTION - II -B-32 Agreement No. 5967 SECTION III — SPECIAL PROVISIONS 1-0. GENERAL SCOPE, TIME FOR COMPLETION, AND LOCATION OF WORK 1-1. General Scope of Work: The work to be done consists of furnishing all labor, materials, tools, equipment, BMP implementation and incidentals for removal of the Acacia Park pool and restroom building and equipment and installation of two new playground equipment, one swing set, and pour -in-place rubber playground surface. Additional site work, including grading for drainage, installation of drainage BMPs, installation of irrigation and planting, and electrical work are also included. Miscellaneous site work, including new concrete foundations, concrete curbs and ADA compliant pathways shall also be completed as identified on the plans of this project. 1-2. Location of the Work: The project will occur within the Acacia Park limits at 625 W. Acacia Avenue in the City of El Segundo. 1-3. Working Days and Time for Completion: 1. Contractor will commence work on date specified in the Notice to Proceed to be issued to the Contractor by City of El Segundo Public Works Department and shall complete work within forty (40) working days after the date of commencement. 2-0. NOTIFICATIONS The CONTRACTOR will notify all agencies listed here a minimum of forty-eight (48) hours before start of operation. The following list of names and telephone numbers are intended for the convenience of the CONTRACTOR and the City does not guarantee either the completeness or correctness of this list. OPERATION OFFICE TELEPHONE 1. Start of work, Cheryl Ebert, Public Works Project Manager 310-524-2321 shutdown of work, Lifan Xu, City Engineer 310-524-2368 or resumption of Chris Hentzen, Parks Superintendent 310-524-2716 work after shutdown Mark Watkins, Interim Director of Public Works 310-524-2356 2. Closing of streets El Segundo Police Department** 310-524-2200 El Segundo Fire Department** 310-524-2269 * * The CONTRACTOR will notify the Engineering Division before notifying these offices. The following information is provided for CONTRACTOR'S use to notify agencies if their facilities are affected by CONTRACTOR'S work: 1. Underground Service Alert (all excavation in public right-of-way) 800-227-2600 III -A-1 2-1 3-0 2. City of El Segundo — Water Division City of El Segundo - Wastewater Division 4. City of El Segundo - Recreation and Parks 5. Southern California Gas Company 6. Southern California Edison Company (SCE) 7. AT&T 8. Time Warner Communication (Cable) 9. Los Angeles County Sanitation District 10. El Segundo Unified School District NOTIFICATION OF RESIDENTS Agreement No. 5967 310-524-2742 310-524-2754 310-524-2707 310-671-9002 310-417-3366 310-515-4430 310-768-0400 Extension 414 310-699-7411 310-615-2650 Due to the nature of this project involving some inconvenience to residents and the public, a good public relations program is mandatory and evidence of satisfactory past performance in this area will be required. The City will require the Contractor to distribute one (1) "Public Notice" to each resident affected by the construction. Notice must be approved by the City prior to distribution. The notice shall be distributed minimum five (5) calendar days prior to the start of any work. Notice shall be attached to a red information hanger provided by the Contractor and hung on the front door knob of every resident on the project streets. Notices shall include the project times, dates, working hours, and description of project activities. If any changes occur to project times, dates or working hours, the Contractor will revise and re -deliver the Notice to affected persons. MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4 of the Standard Specifications. The scope of work under mobilization includes but is not limited to: 1. Obtaining and paying for all required bonds, insurance, permits, and licenses. 2. Completing and submitting required documents in a timely manner. 3. Moving on to the site of all Contractor's equipment required for operations. 4. Arranging for and erection of Contractor's work and storage yard. 5. Posting all OSHA required notices. 6. Submittal of Construction Schedule, Contractor Contact List, and Notices to City staff for City approval. 7. Notification of City staff and residents/pedestrians, including temporary warning and safety signage leading to areas where construction is occurring or where materials are being staged. Notification shall take place at least 72 hours before construction as well as during construction. 8. Re -notification of all affected parties for all construction schedule changes. 111-A-2 Agreement No. 5967 9. Protection of utility facilities, landscapes, pavements, structures, and any existing condition and other public property in place during any construction activities. This includes protection of planter boxes and vegetation. 10. Traffic control as required per W.A.T.C.H. manual. 11. Coordination with City staff and any applicable utility agencies to avoid conflicts during project activities. 12. Providing Best Management Practices (BMPs) necessary to comply with NPDES requirements. 13. Bringing unforeseen field conditions to City staff's attention in a timely manner. 14. Restoration of private and public property to existing standard conditions upon demobilization. 15. Clearing and grubbing, and landscape removal if necessary. 16. Installing and removing of all temporary facilities required for operations. 17. Removal and disposal of any existing unused materials from the project sites. 18. Furnishing temporary water services to maintain water services to consumers at all times. 19. Removal of any formwork, nails, stakes, excess resurfacing material, and other construction debris from the project sites. 20. Demobilization. 3-1. Demobilization shall include all activities for the Contractor to remove all equipment, on-site sanitary facilities, etc. from the project areas after construction is complete. Demobilization shall also include general cleanup activities and specific punch list items and cleanup activities determined by the City staff or their representative, to repair or replace any private or public facilities damaged by the construction and return public right-of-way to the same or better condition as that existing prior to construction. 4-0. WORK SCHEDULE Contractor shall be responsible for providing a workable construction schedule that incorporates the following conditions: 1. The schedule for the work is subject to the approval of the Public Works Department. 2. All work shall take place Monday through Friday between the hours of 7:00 am and 4:00 pm unless previously approved by the Public Works Director, City Engineer, or Project Engineer for any other day of the week. 3. The Contractor shall coordinate all inspections and final sign -offs for permits and the project with Public Works Department and Building Safety staff. 5-0. STANDARDS Section 0-1 on page II -B-1 of these specifications is supplemented by the following additional requirements: All work shall be in conformance with the 2018 Standards Specifications for Public III -A-3 Agreement No. 5967 Works Construction (SSPWC) unless otherwise shown on the plans, technical specifications, or as specified herein. Submittal of a bid will be evidence that the Contractor is familiar and knowledgeable about these specifications. Strict compliance with State and Local safety codes will be enforced. 6-0. EXAMINATION OF JOB SITE AND MEASUREMENT VERIFICATION The BIDDER shall make a detailed physical inspection of the project site before submitting the proposal. It is understood that the BIDDER has thoroughly examined the specifications, sites and conditions under which work will be performed before submitting a proposal and has satisfied himself regarding existing conditions and existing access conditions which may affect bid prices for the proposed work. Measurement Verification: Contractor shall verify all field measurements and determine quantities prior to ordering materials. Contractor shall procure all material and confirm all parts are onsite prior to beginning installation. 7-0. INSPECTION Section 4-1.3 on page II -B-9 of these Specifications is supplemented by the following additional requirements: On all questions relating to quantities, the acceptability of material, or work, the execution, progress or sequence of work, and the interpretation of specifications or plans, the decision of the Engineer is final and binding, and shall be precedent to any payment under the contract. 2. All work and materials are subject to inspection and approval of the Engineer. 3. Legible copies of material/weight certification shall be turned over to the inspector on a daily basis. 4. Inspection of the work shall not relieve the Contractor of the obligations to fulfill all conditions of the contract. 8-0. WORK AREA SAFETY All work shall conform to all applicable State, local, regional and Federal codes, ordinances, and regulations as prescribed by the City. 1. The Contractor shall conform to the rules and regulations pertaining to safety established by the California Division of Occupational Safety and Health of the Industrial Relations Department (CAL -OSHA). 2. The CONTRACTOR shall place and maintain signs, cones, barricades, security fences, and other safety devices as needed for the safety of and the general public, City personnel, and the Contractor. III -A-4 Agreement No. 5967 9-0. USE OF PRIVATE PROPERTY AND PROTECTION OF EXISTING IMPROVEMENTS The use of any private property or utilities on private property by the Contractor is prohibited. The prohibited uses include, but not limited to Contractor's use of water, electricity or natural gas from the private property, and storage of material or equipment, and turning around/parking of his vehicles on private property. 1. Existing public and/or private improvements, adjacent property, utility and other facilities and trees and plants shall be protected from injury or damage. 2. Any damage to the facilities, public, or private property that takes place as a result of the contractor's work shall be repair or replaced to the City's satisfaction by the contractor at no cost to the City. 3. Access to driveway shall be maintained at all times for residents. 10-0. STORAGE OF MATERIALS AND EQUIPMENT 1. No material or equipment shall be stored in public right-of-way without prior approval from the Public Works Department. 2. The Contractor shall be responsible for obtaining a site for storage of material and equipment. The site shall not be within or adjoining the residential areas of the City. Site shall be subject to approval by the City. 3. The sites for stockpiling and batching materials shall be clean and free from objectionable material. 4. The City does not guarantee any designated property within the City for storage of materials. 5. If the Contractor finds a private property for storage of his materials, the Contractor shall furnish the City a letter of approval and a letter of release (at the end of the job and cleanup of the storage site) from the property owner for this purpose. 11-0. DISPOSAL OF REMOVALS There are no authorized dump facilities within the City of El Segundo. All removed material shall become the property of the Contractor and shall be legally disposed of by Contractor at the end of each work day away from the site of work. 12-0. BUILDING SAFETY AND PUBLIC WORKS ENCROACHMENT PERMITS The Contractor will be required to apply and obtain applicable "no -fee" permits from the Public Works and the Building Safety Departments. The Contractor's III -A-5 Agreement No. 5967 work shall adhere to the City standards and applicable codes including the California Building Code, Plumbing Code, Electrical Code, and Mechanical Code. The Contractor shall call the Inspector at least 24 hours in advance for inspections. All noted deficiencies on permits shall be corrected by contractor. The project will not be accepted as complete until contractor obtains a final sign -off for all permits. 13-0. PROTECTION OF EXISTING IMPROVEMENTS Existing public and/or private improvements, adjacent property, utility and other facilities, trees, fences, sprinkler systems, plants, City benchmarks and centerline ties that are not to be removed ,shall be protected from injury or damage as provided for in Sub -section of Part 1 of SSPWC "Greenbook" Standard Specifications. Any pavement, curb, gutter, landscaping or sidewalk removed beyond the limits established by the engineer shall be reconstructed by the Contractor at his own expense and no additional compensation will be allowed. Tie -Out and Re-establish Survey Monuments and Benchmarks: In accordance with Section 8771 of the Business and Professional Code, the Contractor will be required to hire a licensed land surveyor to tie out documentation affected by the project prior to commencement of construction and require the land surveyor to file corner records with the engineer; and re-establish and such monuments or benchmarks damaged or destroyed during construction and file corner records with the City of El Segundo Public Works Department after replacement. Storm Drains: Best Management Practices (BMP's) shall be followed at all times during the project to protect the storm drain system. 14-0. TREE & TREE ROOTS At locations where tree roots are encountered, the Contractor shall cut out the tree roots to the full cross section of the new work a minimum of two (2) feet below finished grade under the supervision of the Recreation and Parks Department. Cost of this work shall be included in the other items of work. No tree shall be removed from public property without the approval of Recreation and Parks Department. 15-0. CURB DRAIN OUTLETS The Contractor shall reconstruct all curb drainage outlets that fall within the limits of his/her work. Cost of this work shall be included in the other items of work. 111-A-6 Agreement No. 5967 16-0. OTHER METER BOXES; PULL BOXES The Contractor shall make adjustments to all other meter boxes and electoral pull boxes (within the work limits) to match new grade. Cost of this work shall be included in the other items of work. 17-0. TRAFFIC CONTROL, PUBLIC SAFETY, AND CONVENIENCE Traffic control, construction signing, and traffic maintenance shall comply with the provision of Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications and the current requirements set forth in the California Manual on Uniform Traffic Control Devices published by the Department of Transportation, State of California, the Contractor's Traffic Control Plans and these Special Provisions. 18-0. COMPLETION Upon completion of work at each site, the Contractor shall conduct careful inspection with the City Inspector and shall correct all defective work to the satisfaction of the Owner. The Contractor shall coordinate all inspections and final sign -offs for Encroachment Permits and Building Permits with City staff. All scrap, litter and debris resulting from operations specified herein, shall be removed and the premises left in a clean and satisfactory condition. 19-0. WARRANTY The Contractor and/or manufacturer shall warrant all work performed under this Contract for a minimum of two (2) years from the date of Owner's acceptance of completed j ob. Any defects in materials or workmanship appearing during this period shall be corrected without cost to the City. - END OF SECTION - III -A-7 Agreement No. 5967 SECTION IV — MEASUREMENT AND PAYMENT 1-0. BASE BID ITEMS 1-1. Protect in place or relocate items as described on plan sheet 2. Items X 1 through X 11. (Base Bid Item No. 1) Measurement for payment of this item shall be billed on a percentage completed basis and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed for the removal of playground equipment. This item shall also include proper and legal disposal of equipment. 1-2. Demolish and remove items as described on plan sheet 2: ■ Existing decomposed granite (D 1) ■ Existing turf and irrigation equipment (D2) ■ Existing concrete (D4) ■ Existing concrete curb (D5) ■ Existing trees (2ea) (D8) ■ Trash receptacle (D 10) (Base Bid Item No. 2) Measurement for payment of this item shall be billed on a percentage -completed basis and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The item should include the full compensation for the removal and proper and legal disposal of existing onsite decomposed granite, existing turf and irrigation not being used on the proposed design, existing concrete curbs as shown on plans, two existing trees, and a trash receptacle, to the City's satisfaction, and per plans and specifications. 1-3. Demolish and remove items as described on plan sheet 2: ■ Existing pool, concrete pool deck, plumbing, electrical and equipment, and misc. items on sheet 2 (D3) ■ Existing block wall and footings at pool and restroom bldg. (D6) ■ Existing restroom bldg. plumbing, electrical, and electrical (D9) (Base Bid Item No. 3) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include full compensation for the removal and proper and legal disposal of existing building, pool, and hardscape on the project plans. This includes: ■ Existing pool, concrete pool deck, plumbing, electrical and equipment, and misc. items on sheet 2 (D3) ■ Existing block wall and footings at pool and restroom bldg. (D6) ■ Existing restroom bldg. plumbing and electrical (D9) IV -A-1 Agreement No. 5967 1-4. Construct 4" concrete Davina (item 1, sheet 3) (Based Bid Item No. 4) Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This item shall include full compensation for procurement and installation of 4" concrete paving throughout the limits of the playground area per plans and specifications. This also includes adding the appropriate expansion joints and weakened score joints as shown on the plans and details. Concrete color and finishing shall be per drawings and specifications. 1-5. Install 3" laver of decomposed granite with natracil stabilizer and mow curb as shown on plans (item 2 & 3, sheet 3). (Base Bid Item No. 5) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include full compensation for the procurement and installation of the 3" layer of decomposed granite with natracil stabilizer per the plans, details, and specifications. The D.G. shall be installed using the color pattern as identified on the plans. Manufacturer product information and installation requirements shall be followed. The unit price shall include full compensation for the procurement and installation of mow curb, including concrete, rebar, soil separator fabric and incidentals to install mow curb and D.G. as shown on plans and detail. 1-6. Construct concrete Dlavaround curb, integral to adjacent sidewalk (item 6a) (Base Bid Item No. 6) Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include full compensation for the procurement and installation of the playground curb, integral to adjacent sidewalks, as shown per the plans, details, and specifications. The pathways shall be left in a clean, useable manner. Surrounding sod shall be neat and clear of pathway. 1-7. Construct concrete Dlavaround curb, integral to adiacent to planting area (item 6b) (Base Bid Item No. 7) Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include full compensation for the procurement and installation of the playground curb, integral to adjacent planting areas, as shown per the plans, details, IV -A-2 Agreement No. 5967 and specifications. The pathways shall be left in a clean, useable manner. Surrounding sod and planters shall be neat and clear of pathway. Furnish and install Dlavaround turf TotTurf Pro Plav Elite turf (color per plan as shown). (Item 7 & 8). (Base Bid item No. 8) Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include full compensation for the procurement and installation of the EasyTurf `Premium' per the plans, details, and specifications. The turf shall be installed using the color pattern as identified on the plans. Manufacturer product information and installation requirements shall be followed. Or equal product TotTurf Pro Play Elite Synthetic Turf is also acceptable. 1-9. Furnish and install OCP trash receptacle, 6'-6" bench, 8'-0" picnic table, ADA picnic table and 6'-0" picnic table (items 9, 10, 11, 12, 13) (Base Bid Item No. 9) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This unit prices shall include full compensation for the procurement and installation of the trash receptacles, 6'-6" bench, 8'-0" picnic table, ADA picnic table and 6'-0" picnic table, as defined on the plans and specifications. 1-10. Furnish and install Dlavaround equipment per manufacturer's recommendations, including foundations — Proposal No. 18790 by Landscape Structures (Item 14) (Base Bid Item No. 10) Measurement for payment of this item shall be billed on a percentage completed basis and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed for the procurement and installation of park appurtenances. The unit price shall include full compensation for the procurement and installation of playground equipment as identified in the plans and specifications. Manufacturer installation requirements shall be followed. This item includes installation of foundations that have been properly engineered and approved by the City. 1-11. Furnish and install drinking fountain and drinking fountain sump. (Items 16 & 17). (Base Bid Item No. 11) Measurement for payment of this item shall be billed on a percentage completed basis and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed for the installation and connection to water supply for the drinking fountain. IV -A-3 Agreement No. 5967 The unit price shall include full compensation for the procurement and installation of drinking fountain and fountain sump as identified in the plans and specifications. Manufacturer installation requirements shall be followed. This item includes installation of foundations and City water connections needed in order to make the water fountain fully operational. 1-12. Furnish and install entire site irrigation as shown on sheet 6 in the plans and associated detail sheets and according to the Droiect specifications. (Base Bid Item No. 12) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This unit prices shall include full compensation for the procurement and installation of the irrigation pipes, valves, boxes, and all irrigation equipment defined on the plans and specifications. The final product should be a fully connected and operational irrigation system to water the new flora. 1-13. Furnish and install plant materials as shown on sheet 9 in the plans and associated detail sheets and according to the Droiect specifications. (Base Bid Item No. 13) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This unit prices shall include full compensation for the procurement and installation of all plants, trees, vines, and associated flora as defined on the plans and specifications. Quantity of flora species required is shown on the plans. 1-14. Furnish and install drvwells, storm drain inlets, storm drain pipes, and associated aradina requirements as shown on sheet 12 in the plans and associated detail sheets and according to Droiect specifications. (Base Bid Item No. 14) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This unit prices shall include full compensation for the procurement and installation of the dry wells, storm drain inlets, storm drain pipes, modifications to V -ditch adjacent to existing electrical panel and sidewalk modifications, as defined on the plans and specifications. This unit price shall also include all excavations and grading efforts required to complete the work. Site drainage shall be graded according to plan and drain according to plan once project is complete. IV -A-4 Agreement No. 5967 1-15. Furnish and install electrical system as shown on sheet 13 in the plans and associated detail sheets and according to Droiect specifications. SCE fees shall be included in the bid item. (Base Bid Item No. 15) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This unit prices shall include full compensation for the procurement and installation of the new electrical panel, new onsite lighting, required conduit and electrical wiring, and junction boxes, as defined on the plans and specifications. Coordination with SCE will be required to obtain power from power pole. SCE fees shall be paid for by Contractor. Foundations needed for any electrical equipment should also be included in this bid line item. 1-16. Miscellaneous improvements as determined necessary by the engineer. (Base Bid Item No. 16) Placeholder only. Miscellaneous improvements as determined by the Engineer as necessary. Actual payment to be agreed upon by both the Engineer and the Contractor at time of construction. The following alterative bid items are only applicable if the City determines that they are necessary. I In lieu of base bid item 8, furnish and install tot -turf pour -in-place rubber over a 3" class II aaareaate base (color per plan as shown.) (Item 7 & 8 & 19) (Alternative Bid Item No. IA) Measurement for payment of this item shall be billed on a units -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. The unit price shall include full compensation for the compaction and grading of site to receive rubber surface. Item also includes procurement and installation of subbase in preparation for playground rubber surfacing and the procurement and installation of the rubber surfacing as identified in the plans and specifications. Manufacture product information and installation requirements shall be followed. 1B Remove existing wall and fence per structural enaineerina drawings (D7) (Alternative Bid Item No. 1B) Measurement for payment of this item shall be billed on a percentage completed basis and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed for the removal of playground equipment. The unit price shall include full compensation for the removal and proper disposal of existing wall and fencing along the western perimeter of the site, as shown on the drawings. Protect in place adjacent walls and personal property of adjacent neighbor. IV -A-5 Agreement No. 5967 1C Provide and install new wall per structural enaineerina drawings (item 18 on sheet 3, refer to structural drawings in bid package). (Alternative Bid Item No. 1C) Measurement for payment of this item shall be billed on a percentage -completed basis at the unit price for the item and shall include full compensation for all labor, equipment, tools, materials, and incidentals needed to perform this work. This item shall include full compensation for procurement and installation of structural wall along the western perimeter of the property. The wall shall be built on City property, and not encroach into adjacent neighbor's property. Coordination with property owner must be done by Contractor to ensure positive communication is conducted. Wall shall be built according to structural plans and details as provided in this specification package. 2-0. PROGRESS PAYMENTS AND RETENTION Lump sum items shall be billed on a percentage completed basis. Unit -based items shall be billed on a units -completed basis. The City reserves the right to request a schedule of values to be submitted by the contractor for any or all bid items in order to determine payment for work completed. Five percent (5%) shall be deducted from each progress payment and retained by City until punch lists are complete, the Notice of Completion has been recorded by the County, and all permits are signed off by the appropriate City representative. The remainder less the amount of all previous payments will be paid to the Contractor. Payment of all, or any part, of an estimate in writing may be withheld on account of any of the following: Defective work not remedied; Third -party claims against Contractor or City arising from the acts or omissions of Contractor or subcontractors; Stop Notices; Failure of Contractor to make timely payments due to subcontractors for material or labor; Damage to the City or others for which Contractor is responsible; Failure of Contractor to submit schedules or their updates as required by the Contract Documents; Liquidated damages assessed; Any other failure of Contractor to perform its obligations under the Contract Documents. IV -A-6 Agreement No. 5967 SECTION V — TECHNICAL SPECIFICATIONS SECTION O1 11 00 SUMMARY OF WORK 01 11 00-1 - GENERAL 1.1 Summary A. The work to be done under this Contract includes the furnishing of project management, labor, materials, tools and equipment, and services, and performing all work necessary for the removal of the existing Acacia Park pool and restroom building and associated equipment and replacing with new playground equipment and pour -in-place rubber surface and related work, all in accordance with the Contract Documents and Plans. 1.2 Project Identification A. The project name is "Acacia Park Playground and Site Improvement Project". B. The project limits are within the Acacia Park limits at 625 W. Acacia Avenue in El Segundo CA, 90245. C. Refer to Section III, Special Provisions, of the Contract for requirements related to work schedule, mobilization, standards, and other general requirements. 1.3 Scope of Work A. Work shall include, but is not limited to, the following: 1. Work as shown on the plans. 1.4 Interpretation of Drawing A. The drawings showing the layout of the playground equipment indicate locations of curb, concrete pathways, and benches, swings, and playground equipment. Footing ordinate table should be followed once origin of x -y axis has been field verified. Contractor shall abide by all playground setback criteria when placing equipment in the field. 1.5 Plans, Standard Plans, and Specifications A. The following plans are provided for use by the Contractor and are part of this bid package: 1. Acacia Park Plans (prepared by RHA Landscape -Architects) a. Sheet 1 — Acacia Park Cover Sheet V -A-1 Agreement No. 5967 b. Sheet 2 — Acacia Park Demolition Plan C. Sheet 3 — Acacia Park Construction Plan d. Sheet 4 — Acacia Park Construction Details e. Sheet 5 — Acacia Park Play Equipment f. Sheet 6 — Acacia Park Irrigation Plan g. Sheet 7 — Acacia Park Irrigation Details h. Sheet 8 — Acacia Park Irrigation Details i. Sheet 9 — Acacia Park Planting Plan j. Sheet 10 —Acacia Park Planting Details k. Sheet 11 — Acacia Park Precise Grading and Drainage Plan — Title Sheet 1. Sheet 12 —Acacia Park Precise Grading and Drainage Plan M. Sheet 13 —Acacia Park Electrical Site Plan n. Sheet 14 —Acacia Park Electrical Symbol List, Single Line Diagram, Lighting Fixture Schedule and Details 2. Acacia Park Structural Drawings (prepared by KPFF) a. Sheet C0.01 — Title Sheet, Civil General Notes b. Sheet C 1.00 — Survey (for reference) C. Sheet C 1.10 — Property Line — Retaining Wall Plan d. Sheet C5.00 — Civil Details e. Sheet CS0.01 — Structural General Notes f. Sheet CS5.00 — Concrete Typical Details g. Sheet CS5.01 — CMU Typical Details h. Sheet CS5.02 — Retaining Wall Details 3. 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U • �m o 3 • — �� J O 5m a _ N 3�0 — `o'um • z0 za z `9 NIW „Z l o a 1 U — osz V • �m o 3 • — �� J O 5m a _ N 3�0 — `o'um • z0 za z •,/ waysi waz o� tl rows5�ossooatLL33Ns z m N r o� l o n m r N �Ma� SII o Punoes lila Net osooae��e oz,. owi\ -\ \\( ;\ �Ely : ,Mwk xvA 0 z z WIN lIldV p 11 1-9 11-0-0 -P— 13 1- �-D W, LLJ L -j Eli Of x Elk o fiLLE - -------- LLj < xvA 0 z z WIN lIldV p 11 1-9 11-0-0 -P— 13 1- �-D W, Agreement No. 5967 CITY OF EL SEGUNDO TECHNICAL SPECIFICATIONS For Acacia Park Playground and Site Improvement Project 625 W. Acacia Avenue PLANS & SPECIFICATIONS PREPARED BY RHA LANDSCAPE ARCHITECTS — PLANNERS, INC. 6800 Indiana Avenue Suite# 245 Riverside, CA 92506 (951) 781-1930 ext. 122 Contact: Greg Meek City of EI Segundo State of California Agreement No. 5967 CITY OF EL Segundo TECHNICAL SPECIFICATIONS For PW -20-06 ACACIA PARK Playground and Site Improvement Project TABLE OF CONTENTS SITE SPECIFICATIONS SECTION 01000 MOBILIZATION SECTION 01300 SUBMITTALS SECTION 02055 SOILS AND FILL MATERIAL FOR EARTHWORK SECTION 02100 SITE DEMOLITION SECTION 02150 TREE PROTECTION AND TRIMMING SECTION 02300 EARTHWORK SECTION 02311 ROUGH GRADING SECTION 02324 TRENCHING SECTION 02441 IRRIGATION SECTION 02461 SITE FURNISHINGS SECTION 02800 PLANTING SECTION 03100 CONCRETE FORMWORK SECTION 03200 CONCRETE REINFORCEMENT SECTION 03300 CONCRETE SECTION 04220 CONCRETE UNIT MASONRY SECTION 16000 ELECTRICAL PLAY EQUIPMENT 2-5 AGE APPROPRIATE PLAY EQUIPMENT 5-12 AGE APPROPRIATE PREMIUM SERIES PLAYGROUND TURF(Base Bid) POUR IN PLACE RUBBER PLAYGROUND SURFACING (Alt. bid.) City of EI Segundo State of California Agreement No. 5967 SECTION 01000 - MOBILIZATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the "Standard Specifications for Public Works Construction," Latest Edition, Sections 7, 8, and 9, apply except as modified herein. 1.2 SCOPE OF WORK A. Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and facilities necessary for work on the project and for all other work and operations which must be performed or costs incurred prior to beginning work on the project site. PART 2 - MATERIALS 2.1 CONSTRUCTION FENCING A. Prior to beginning any site work the contractor shall install a 5' tall (min.) temporary construction fence across the front of the park along Acacia Avenue as needed to secure the site.. The fence shall be galvanized chainlink (new or used), free of openings or breaks in the fabric, with fence posts at 10' o.c. maximum. The fabric shall be minimum 2" diamond chain link, 11- gauge, Knuckle to Knuckle top and bottom. The posts shall be minimum 2" dia. schedule 40 galvanized pipe installed 18" into the ground. A concrete footing is not required. B. A gate or gates are to be located in such a way as to allow adequate access of workers and work vehicles. Site is to be kept secure, gates locked, at all times when work is not being performed at the site. C. The fence shall be maintained in place throughout the construction period and through to the end of the 30 -day maintenance period. The temporary fence shall be removed prior to the final inspec- tion/project acceptance at the end of the maintenance period. 2.2 TEMPORARY UTILITIES A. The Contractor shall furnish temporary water, and power complete with connecting piping, wiring, lamps, meters, and similar equipment as required for the work. Install, maintain, and remove temporary lines upon completion of the work. All expenses in connection with temporary services and facilities shall be paid by the Contractor. Power to the existing sewer lift station must be maintained at all times. 2.3 TEMPORARY TOILETS A. The Contractor shall install and maintain in a sanitary condition suitable toilets for the use of workers. Toilets shall be portable and shall be removed from the job site at the end of each work day. There shall be a minimum of one (1) toilet for each multiple of twenty (20) Contractor's employees or fractional part thereof working at the job site. ACACIA PARK MOBILIZATION Technical Specifications Section 01000-1 Agreement No. 5967 2.4 TRASH REMOVAL AND CLEANING A. The Contractor is responsible for maintaining a clean site. The contractor shall remove trash, debris and clean up the site at the end of each work day. The Contractor shall not park equipment on the street after work hours or overnight. PART 3 - EXECUTION END OF SECTION ACACIA PARK MOBILIZATION Technical Specifications Section 01000-2 Agreement No. 5967 SECTION 01300 - SUBMITTALS PART 1 - GENERAL I.I STANDARD SPECIFICATIONS A, The provisions of the Standard Specifications shall apply except as modified herein. 1,2 SCOPE OF WORK A, The Work of this Section shall consist of furnishing all labor, materials, equipment, appliances and services necessary for the execution and completion of all Submittals Work as shown on the Plans and as described in the Specifications including, but not necessarily limited to, the following: 1. Preparation of Submittals Schedule; 2. Submittals Planning; 3. Submittals Preparation, Distribution and Transmittal, to include all of the following: a. Product Data (Catalog Cuts) b. Materials Lists C. Samples d. Record Drawings e. Turn -over Items f. Submittals Schedule updating and distribution 13 RELATED WORK A. Shop Drawing Submittals 13. Contractor's Construction Schedule 1A SUBMITTAL PLANNING A, All submittals shall be turned over to the City for review at the pre -construction meeting. Additional submittals that require review throughout the project shall be turned over to the City as soon as available so as not to impact the project construction schedule. Contractor is responsible for staying on schedule. 13. Processing Lead Time: Allow sufficient review time so that installation will not be delayed as a result of the time required to process submittals, including time for resubmittals. 1. Allow two (2) weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The City will promptly advise Contractor when a submittal being processed must be delayed for coordination. 2. If a resubmittal is necessary due to corrections or revisions, process the resubmittal in the same manner as the initial submittal. 3. Allow two (2) weeks for processing each resubmittal. ACACIA PARK SUBMITTALS Technical Specifications Section 01300-1 Agreement No. 5967 4. No extension of Contract Time will be authorized because of failure to transmit submittals to the City sufficiently in advance of the Work to provide the two week processing time specified. C', Coordination and Completeness: 1. Contractor shall coordinate preparation and processing of submittals with the performance of the related Work. Transmit each submittal allowing sufficient lead time to obtain appropriate reviews and approvals and to avoid delays in the related Work. 2. Coordinate the submittal date for each submittal with the lead time needed for fabrication, purchasing, testing, delivery, review of other related submittals, and related Work that require sequential processing/completion. 3. Coordinate the transmittal dates for each different type of submittal so processing will not be delayed. Ensure concurrent transmittal of submittals for related portions of the Work that need concurrent review to allow the Architect to verify that a coordinated work effort is being provided. City and Architect each reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. 4. Contractor is responsible to verify completeness of all submittals. Incomplete submittals will be rejected. 1.5 SUBMITTALS SCHEDULE A, Concurrently with the development of Contractor's Construction Schedule, prepare a complete "Submittals Schedule" for all submittals. Submit the Submittals Schedule together with the Construction Schedule at the Pre -Construction meeting. 1. Coordinate the Submittals Schedule with all subcontractors, with the schedule of values, with the Materials Lists and with the Construction Schedule. 2. Itemize items on the Submittals Schedule in the chronological sequence planned for submission; include all submittals required by the Contract Documents. Provide the following information: a. Scheduled date for the initial submittal for each item. b. Related Specification Section number. C. Submittal category (i.e. Product Data, Samples, Record Documents, Shop Drawing, etc.). d. Name of subcontractor or supplier as applicable. e. Description of the portion of the Work covered by the submittal. f. Record successive date(s) of any resubmittal(s). g. Record date of [Client Type]'s approval of each submittal. 13. Submittals Schedule Updating: Update the Submittals Schedule after each meeting or activity where revisions have been recognized or made. Distribution: Following receipt of review comments to the initial Submittals Schedule, on a monthly basis thereafter issue updated copies of the Submittals Schedule. Distribute copies to the Architect, the [Owner Representative], all subcontractors, and all other parties required to comply with scheduled submittal dates. Keep an up to date copy of the Submittals Schedule posted in the Construction Office. Parties may be deleted from the distribution upon completion of all portion(s) of the Work assigned to such parties and such parties are no longer involved in construction activities. ACACIA PARK SUBMITTALS Technical Specifications Section 01300-2 Agreement No. 5967 1,61 SUBMITTALS PREPARATION AND TRANSMITTAL A. Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block. 1. Provide a space approximately 4" x 5" on the label or beside the title block on Shop Drawings to record Contractor's review and approval markings and the action taken. 2. Include the following information on the label for processing and recording action taken. a. Project name. b. Date. C. Name and address of Landscape Architect. d. Name and address of Contractor. e. Name and address of subcontractor (as applicable). f. Name and address of supplier. g. Name of manufacturer. h. Number and title of related Specification Section. i. Drawing number and detail references, as appropriate. 13. Transmittal: Provide an electronic copy of each submittal appropriately for transmittal and handling. Transmit each submittal from Contractor to the City using a transmittal form. Submittals received from sources other than Contractor may be returned without action. If a submittal is rejected, submit an electronic copy of the corrected resubmittal. 1. When transmitting submittals, record relevant information and requests for data on the transmittal form. Include a Contractor's certification that information submitted complies with the Contract Document requirements as a part of each submittal. If the submittal is not in full accordance with the Contract Documents, record specific deviations from the Contract Document requirements, including minor variations and limitations, either on the transmittal form or on a separate attached sheet that is referenced on the form. 2. Transmittal Form: Use a City approved transmittal form. 1,7 SUBMITTALS PROCESSING AND DISTRIBUTION A, Processing: Upon receipt of the electronic submittals, the City will save the submittal in the project file and forward the electronic submittal to the appropriate team members (Landscape Architect/Engineer) who will retain an original copy, and will return an electronic marked with action taken. 1. Except for submittals for record information or similar purposes, where action and return is required or requested the appropriate City of EI Segundo Engineer, or Landscape Architect will review each submittal, mark to indicate action taken, and return promptly. 2. Verification of the submittals compliance with characteristics specified in the Contract Documents is Contractor's responsibility. 3. Action Stamp: The appropriate Designer (either City, the Landscape Architect, or the Engineer) will stamp each submittal with a uniform, self-explanatory action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken: a. "No Exception Taken": When submittals are marked "No Exception Taken," that part of the Work covered by the submittal may proceed. b. "Make Corrections Noted": When submittals are marked "Make Corrections Noted," that part of the Work covered by the submittal may proceed provided it complies with the notations and corrections marked on the submittal as well as the requirements of the Contract Documents. ACACIA PARK SUBMITTALS Technical Specifications Section 01300-3 Agreement No. 5967 C. Returned for Resubmittal: Submittals may be returned for resubmittal for various reasons. When a submittal is marked either "Submit Specified Item," "Rejected," or "Revise and Resubmit," Contractor shall not proceed with any part of the Work covered by the submittal, including purchasing, fabrication, delivery, or any other associated activity. Instead, the submittal shall either be revised to comply with the Contract Documents and resubmitted, or a new submittal shall be prepared in accordance with the notations and submitted; resubmit without delay. d. Other Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked "Action Not Required". e. Contractor shall repeat the submittal process as specified above for all submittals as necessary to obtain an action mark that will allow the Work to proceed. 13. Distribution: Upon receipt of marked copies of the submittals from the appropriate Designer, the City will forward four copies of the marked submittal to the Prime Contractor for further distribution to the Subcontractor(s) and/or Supplier(s). 1. Do not proceed with the Work until an appropriately marked copy of the applicable submittal has been received from the City and is in the installer's possession. 2. Do not permit use of unmarked copies of submittals in connection with construction. 3. Contractor shall not permit submittals marked "Rejected, "Submit Specified Item", or "Revise and Resubmit" to be used at the Project site, or elsewhere where Work is in progress. 1.$ PRODUCT DATA ("CATALOG CUTS") A. Submittal: Assemble Product Data submittals into a single submittal package for each construction trade or system (e.g. Plumbing, Electrical Lighting, Concrete, HVAC, etc.). Submittals shall consist of an electronic transmittal and the submittal Items. Product Data submittals shall include all available printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be specially prepared because standard printed data is not suitable for use, submit as "Shop Drawings." 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark copies to delete inapplicable information. Product Data submittals, as a minimum, shall include the following information: a. Manufacturer's printed recommendations. b. Compliance with recognized trade association standards. C. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. Notation of coordination requirements. 2. Do not submit Product Data until Contractor has confirmed the product's compliance with requirements of the Contract Documents. 1,9 SAMPLES A. General: Submit full-size, fully fabricated Samples cured and finished as specified, in the quantity specified in the respective Technical Specification section, and physically identical with the material or product proposed. Where quantities are not specified in the Technical Specification, submit a minimum of two samples, one will be returned marked with the action taken. Samples ACACIA PARK SUBMITTALS Technical Specifications Section 01300-4 Agreement No. 5967 include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture and pattern. 1. Mount, display, or package Samples in the manner specified to facilitate review of qualities indicated. Prepare Samples Submittals to match the Architect's Sample when available. Include the following: a. Generic description of the Sample. b. Sample source. C. Product name or name of manufacturer. d. Certification of compliance with the specified standards. e. Availability and delivery time. 2. Submit Samples for review of kind, color, pattern, and texture, for a final check of these characteristics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed. Where variation in color, pattern, texture or other characteristics are inherent in the material or product represented, submit multiple units (not less than 3), that show approximate limits of the variations. 3. Preliminary submittals: Where Samples are for selection of color, pattern, texture or similar characteristics from a range of standard choices, submit a full set of choices for the material or product. Preliminary submittals will be reviewed and returned with the appropriate Designer's mark indicating selection and other action. 4. Maintain appropriately marked sets of Samples, as returned by the City, at the Project site for quality comparisons throughout the course of construction. 13, Distribution of Samples: If additional sets of samples are needed for distribution to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for performance of the Work, Contractor shall submit samples in sufficient quantities for such distribution. Do not distribute unmarked copies of sample to others involved in the Work. 1,10 MATERIAL LISTS A. Submittal Requirements: Submitting a catalog number and manufacturer's name as a materials list stating that the items will be furnished to meet the Specifications will not be acceptable. Contractor shall submit a complete materials list for approval by the City prior to performing any Work. Catalog data and full descriptive literature must be submitted whenever the use of items different than those specified is requested. Notarized certificate must be submitted by plastic pipe and fitting manufacturer indicating that material complies with the Project Specifications, unless material has been previously approved and used on other projects by the City. 13, Material list shall be submitted in a format similar to the following Item Description Manufacturer Model No. 1. Pressure Supply Line Pacific Plastics Sch. 40 2. Lawn Head Rainbird 2400 3. etc. etc. etc. I , l 1 "RECORD" PRINTS A, Changes: Record accurately on one set of Black line prints all changes in the Work constituting departures from the original Contract Plans. For example, changes in pressure and non -pressure irrigation line locations. ACACIA PARK SUBMITTALS Technical Specifications Section 01300-5 Agreement No. 5967 13. Legibility and Approval: The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the City. Prior to final inspection of the Work, submit "record" prints to the City for approval. Reference Points: Dimension from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). Data to be shown on "record" prints shall be recorded day-to-day as the project is being installed. 1). As -built Items: Show locations and depths of the following types of underground items: 1. Point(s) of connection for irrigation, domestic water, gas, sewer, electric and similar underground utilities. 2. Routing of underground conduits, irrigation pressure lines and utility lines (dimension maximum 100 feet on center along routing). 3. All types of valves in various piping systems, including gate valves, quick coupler and remote -control valves. 4. Routing of irrigation control wires. 5. Related equipment (as may be directed). E. Maintain record prints on site at all times. PART 2 - MATERIALS (Not Applicable). PART 3 - EXECUTION (Not Applicable). END OF SECTION ACACIA PARK SUBMITTALS Technical Specifications Section 01300-6 Agreement No. 5967 SECTION 02055 - SOILS AND FILL MATERIALS FOR EARTHWORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Subsoil materials. 2. Topsoil materials. B. Related Sections: 1. Section 02300 - Earthwork. 2. Section 02311 - Rough Grading. 1.2 REFERENCES A. American Association of State Highway and Transportation Officials: 1. AASHTO T180 - Standard Specification for Moisture -Density Relations of Soils Using a 4.54 -kg (10 -Ib) Rammer and a 457 -mm (18 -in.) Drop. B. ASTM International: 1. ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-Ibf/ft3 (600 kN-m/m3)). 2. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-Ibf/ft3 (2,700 kN-m/m3)). 3. ASTM D2487 - Standard Classification of Soils for Engineering Purposes (Unified Soil Classification System). C. Standard Specifications for Public Works Construction (SSPWC). D. California Building Code, 2019 Edition (CBC -19). 1.3 SUBMITTALS A. Section 01330 - Submittal Procedures: Requirements for submittals. B. Materials Source: Submit name of imported materials source. C. Manufacturer's Certificate: Certify Products meet or exceed specified requirements. 1.4 QUALITY ASSURANCE A. Furnish each fill material from single source throughout the Work. B. Perform Work in accordance with SSPWC and CBC -19. C. Maintain one (1) copy on site of each document. ACACIA PARK SOILS AND FILL MATERIALS EARTHWORK Technical Specifications Section 02055-1 Agreement No. 5967 PART 2 - PRODUCTS 2.1 SUBSOIL MATERIALS A. Subsoil Type S1 — Unclassified Fill: Conforming to Section 300-4 of the SSPWC. B. Subsoil Type S2: 1. Excavated and re -used material or imported borrow, conforming to Section 300-5 of the SSPWC. 2.2 TOPSOIL MATERIALS The Engineer shall determine the suitability of topsoil prior to use. Topsoil shall be transported from the source to its final destination unless stockpiling is specified. A. Topsoil Class A (Imported): Conforming to Section 212-1.1.2 of the SSPWC. B. Topsoil Class B (Selected): Conforming to Section 212-1.1.3 of the SSPWC. C. Topsoil Class C (Unclassified): Conforming to Section 212-1.1.4 of the SSPWC. 2.3 SOURCE QUALITY CONTROL A. Section 01400 - Quality Requirements: Testing and Inspection Services Testing and analysis of soil material. B. Testing and Analysis of Subsoil Material: Perform in accordance with ASTM D698, ASTM D1557 or AASHTO T180, as approved by Geotechnical Engineer. C. Testing and Analysis of Topsoil Material: Perform in accordance with ASTM D698, ASTM D1557 or AASHTO T180, as approved by Geotechnical Engineer. D. When tests indicate materials do not meet specified requirements, change material and retest. E. Furnish materials of each type from same source throughout the Work. PART 3 - EXECUTION 3.1 EXCAVATION A. Excavate subsoil and topsoil from areas designated. Strip topsoil to full depth of topsoil in designated areas. B. Stockpile excavated material meeting requirements for subsoil materials and topsoil materials. C. Remove excess excavated materials not intended for reuse, from site. D. Remove excavated materials not meeting requirements for subsoil materials and topsoil materials from site. ACACIA PARK SOILS AND FILL MATERIALS EARTHWORK Technical Specifications Section 02055-2 Agreement No. 5967 Op' -] fell] :/:2l11IV A. Stockpile materials on site as designated by Architect/Engineer. B. Stockpile in sufficient quantities to meet Project schedule and requirements. C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Stockpile topsoil eight feet (8') high maximum, unless otherwise approved by Engineer. E. Prevent intermixing of soil types or contamination. F. Direct surface water away from stockpile site to prevent erosion or deterioration of materials. G. Stockpile unsuitable and hazardous materials on impervious material and cover to prevent erosion and leaching, until disposed of. 3.3 STOCKPILE CLEANUP A. Stockpile should be covered at all times. B. Stockpile not used the same day as borrow shall be covered and/or removed from site. C. Remove stockpile, leave area in clean and neat condition. Grade site surface to prevent free standing surface water. D. When borrow area is indicated, leave area in clean and neat condition. Grade site surface to prevent free standing surface water. END OF SECTION ACACIA PARK SOILS AND FILL MATERIALS EARTHWORK Technical Specifications Section 02055-3 Agreement No. 5967 SECTION 02100 - SITE DEMOLITION PART I -GENERAL 1.1 RELATED DOCUMENTS A, The provisions of the "Standard Specifications for Public Works Construction," latest edition, shall apply except as modified herein. 1.2 SCOPE OF WORK A, Work of this Section includes all material, equipment, and labor necessary for and incidental to completing all Site Demolition work complete, as indicated on the Drawings, as reasonably implied, or as specified and designated herein, including, but not limited to, the following: 1. Clearing and grubbing of all vegetation from site work areas. 2. Removal and legal disposal of all deleterious materials. 3. Removal and legal disposal of any additional deleterious items not specifically mentioned herein which may be found within the work limits. 1.3 RELATED WORK SPECIFIED ELSEWHERE A, Rough Grading: Section 02311 1.4 RESPONSIBILITY AND CO-ORDINATION CONTRACTOR SHALL SECURE AND MAINTAIN ALL REQUIRED PERMITS AND LICENSES AND PAY ALL FEES NECESSARY TO LEGALLY COMPLETE THE WORK OF THIS SECTION. A, Contractor shall notify utility companies for all utilities to be cut off, modified or relocated, and shall maintain and protect all active utilities. 1'3, Contractor shall coordinate all work with the City in an effort to avoid any conflicts. 1.5 PROTECTION AND SAFETY A, Contractor shall provide signs and construction fencing in all necessary places to exclude persons, except those connected with the work, from entering the working area. Contractor is responsible for protecting the project site and adjacent properties from dirty water, mud and water accumulation due to Contractor's operations, rainfall run-off or any water that enters the project site from any other source. 13, Contractor to protect from any hazards resulting from his operations. ACACIA PARK SITE DEMOLITION Technical Specifications Section 02100-1 Agreement No. 5967 1.6 SALVAGE MATERIALS A, All salvage material become the property of the Contractor and he must immediately remove them from the site. PART ? - MATERIALS - (Not applicable.) PART 3 - EXECUTION 3.1 GENERAL A, No work of this section shall commence until the construction fence is in place. 3.2 SITE CLEARANCE AND DISPOSAL A, Contractor shall notify the City prior to start of demolition, to allow the City to salvage any site furnishings proper to their disposal. Demolition removal work shall be carefully done to avoid damage to all existing facilities not designated for removal. 13, Clear the site to be improved of weed growth, rubbish and debris, and concrete rubble, etc., that are to be removed for construction of the improvements shown on the construction plans. Roots three inches (3") in diameter and larger, and rocks and broken masonry larger than four inches (4") in the greatest dimension shall be removed to a minimum depth of twelve inches (12") below finished grade. C. All deleterious materials shall be disposed of off the site in a legal manner by the Contractor, who shall make all necessary arrangements and pay all related costs. 3.3 PROTECTION A, Existing trees, street (curbs, gutter, asphalt), sewer lift station and equipment, walls, turf, irrigation equipment, and fencing as shown on the drawings shall be protected in place. Any damage to protected site features shall be repaired and/or replaced at the no additional cost to the City. 3.4 UTILITIES A, All known underground utilities are noted on the plans. Lift station plans will be made available to the contractor to identify additional underground structures. 1'3, All miscellaneous inactive underground facilities (e.g., drainage devices, cables, abandoned water lines, irrigation pipes, wiring, etc.), located twenty four inches (24") or more below finish grade shall be removed as necessary for proper completion of the work. All miscellaneous active underground facilities that are encountered during the work shall be protected. C. Should the Contractor encounter any existing underground utilities not shown on the drawings, he shall at once notify the City who will determine further procedure. ACACIA PARK SITE DEMOLITION Technical Specifications Section 02100-2 Agreement No. 5967 3.5 DEBRIS BURNING A, Burning of debris will not be permitted. 3.6 DUST CONTROL A, Dust shall be kept to a minimum during site clearing operations by means of wetting the site with water or other approved method. After all site clear and grub operations are complete, sweep down all existing sidewalks and roadways on and off the site that have become soiled due to Contractor's operations. END OF SECTION ACACIA PARK SITE DEMOLITION Technical Specifications Section 02100-3 Agreement No. 5967 SECTION 02150 TREE PROTECTION AND TRIMMING PART 1 - GENERAL REQUIREMENTS 1.1 RELATED DOCUMENTS A, Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A, This Section includes trimming and protection of trees that are indicated to remain but interfere with or are close to new construction, as herein specified. Trees which are to remain and must be protected are indicated on the Drawings. 1. Prunina Terminoloav to be utilized as developed by the National Arborist Association. B, Related Section Division 2 Section, "Site Clearing" limits removal of trees, shrubs, and other vegetation to plants interfering with new construction, unless otherwise indicated. The following Section contains requirements that relate to this Section: 1.1 GENERAL A, Protect tree root systems from damage due to noxious materials caused by run-off or spillage during mixing, placement, or storage of construction materials. Protect root systems from flooding, eroding, or excessive wetting resulting from dewatering operations. B. Do not allow fires under or adjacent to trees or other plants that are to remain. C. Branches may be removed for construction purposes only upon approval of the Architect or Arborist and subject to local governing agency ordinances. 1. Where directed by Architect/Arborist, extend pruning operation to restore natural shape of entire tree. 2. Cut branches and roots, if required, with sharp pruning instruments; do not break or chop. 1.2 REPAIR AND REPLACEMENT OF TREES A, Repair trees damaged by construction operations. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged trees. ACACIA PARK TREE PROTECTION AND TRIMMING Technical Specifications Section 02150-1 Agreement No. 5967 B. Remove and replace dead and damaged trees that arborist determines to be incapable of restoration to normal growth pattern. C. Provide new trees of same size and species as those being replaced. Plant and maintain as specified under Section "Trees and Shrubs." D. If trees over 6 inches in caliper measurement (taken 12 inches above grade) are required to be replaced, provide new trees of 6 -inch caliper size and of species selected by the Architect. 1.3 DISPOSAL A, Burning on Owner's property of removed trees and branches is not permitted on site. B. Removal from Owner's Property: Remove excess excavation, displaced trees, and trimmings and dispose of in a legal manner off Owner's property. END OF SECTION ACACIA PARK TREE PROTECTION AND TRIMMING Technical Specifications Section 02150-2 Agreement No. 5967 SECTION 02300 - EARTHWORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Site grading, removal of topsoil and subsoil, building excavating and trenching, backfilling, and compacting. 2. Erosion Control. 1.2 SUBMITTALS A. Samples: Submit samples if required by Engineer. 1.3 REFERENCES A. Standard Specifications for Public Works Construction (SSPWC). B. California Building Code, 2019 Edition (CBC -19). PART 2 - PRODUCTS A. Soil Materials: As specified in Section 02055. 2.2 EROSION CONTROL MATERIALS A. Conform to Sections 300-9, 300-11 and 308-4.9 of the SSPWC. 2.3 ACCESSORIES A. Geotextile Fabric: As specified on construction drawings. PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION A. Call Local Utility Line Information service at the start of the project not less than two (2) weeks before performing work. 3.2 TOPSOIL EXCAVATING A. Excavate topsoil and remove excess topsoil not being reused from site. Stockpile if necessary, per Section 02055. ACACIA PARK EARTHWORK Technical Specifications Section 02300-1 Agreement No. 5967 3.3 SUBSOIL EXCAVATING A. Excavate subsoil and stockpile subsoil in area designated on site. Remove excess subsoil not being reused from site. 3.4 TRENCHING A. Excavate trenches as specified in Section 02324. 3.5 BACKFILLING A. Backfill areas to contours and elevations. Conform to the SSPWC and CBC -19. WITH I i•"t6W.-%] A. Place topsoil in areas where scheduled. 3.7 EROSION CONTROL A. Place erosion control measures as shown on construction drawings and conforming to Sections 300-9, 300-11 and 308-4.9 of the SSPWC. 3.8 FIELD QUALITY CONTROL A. Request inspection in accordance with local agency having jurisdiction. B. Perform laboratory material tests in accordance with ASTM D1557 or ASTM D698, as approved by Geotechnical Engineer. C. Density Tests: ASTM D1556 or ASTM D2922. D. Frequency of Tests: As scheduled by Geotechnical Engineer. END OF SECTION ACACIA PARK EARTHWORK Technical Specifications Section 02300-2 Agreement No. 5967 SECTION 02311 - ROUGH GRADING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes 1. Excavating topsoil. 2. Excavating subsoil. 3. Cutting, grading, filling, rough contouring, and compacting for site structures, building pads, and retaining walls. B. Related Sections: 1. Section 02230 - Site Clearing: Excavating topsoil. 2. Section 02324 - Trenching: Trenching and backfilling for utilities. 1.2 REFERENCES A. American Association of State Highway and Transportation Officials: 1. AASHTO T180 - Standard Specification for Moisture -Density Relations of Soils Using a 4.54 -kg (10 -Ib) Rammer and a 457 -mm (18 -in.) Drop. B. ASTM International: 1. ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. 2. ASTM D698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-Ibf/ft3 (600 kN-m/m3)). 3. ASTM D1556 - Standard Test Method for Density and Unit Weight of Soil in Place by the Sand -Cone Method. 4. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-Ibf/ft3 (2,700 kN-m/m3)). 5. ASTM D2167 - Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. 6. ASTM D2419 - Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate. 7. ASTM D2434 - Standard Test Method for Permeability of Granular Soils (Constant Head). 8. ASTM D2922 - Standard Test Method for Density of Soil and Soil -Aggregate in Place by Nuclear Methods (Shallow Depth). 9. ASTM D3017 - Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth). C. Standard Specifications for Public Works Construction (SSPWC). D. California Building Code, 2016 (CBC -16). E. Manufacturer's Certificate: Certify Products meet or exceed specified requirements. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with SSPWC and CBC -16 as a minimum. ACACIA PARK ROUGH GRADING Technical Specifications Section 02311-1 Agreement No. 5967 B. Perform Work in accordance with SSPWC and CBC -16 and these specifications as a minimum. C. Maintain one (1) copy of each document on site. PART 2 - PRODUCTS 2.1 MATERIALS A. Comply with the requirements of Section 200 of the SSPWC. PART 3 - EXECUTION 3.1 EXAMINATION A. Administrative Requirements: Verification of existing conditions before starting work. B. Verify site conditions. 3.2 PREPARATION A. Call Dig Alert not less than three (3) working days before performing Work. 1. Request underground utilities to be located and marked within and surrounding construction areas. B. Protect utilities indicated to remain from damage. C. Protect plant life, lawns, rock outcropping and other features remaining as portion of final landscaping. D. Protect bench marks, survey control point, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. 3.3 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be further excavated, re -landscaped, or regraded, marked areas, without mixing with foreign materials for use in finish grading. B. Do not excavate wet topsoil. C. Stockpile in area designated on site and protect from erosion. Stockpile material on impervious material and cover, until disposal, or reuse. D. Remove excess topsoil not intended for reuse, from site. ACACIA PARK ROUGH GRADING Technical Specifications Section 02311-2 Agreement No. 5967 3.4 SUBSOIL EXCAVATION A. When excavating through roots, PERFORM WORK BY HAND and cut roots less than 3" diameter with sharp axe. CONSULT WITH CITY ARBORIST PRIOR TO CUTTING ANY ROOTS. B. Excavate subsoil from areas to be further excavated, re -landscaped, or regraded, and marked areas. C. Do not excavate wet subsoil. D. Remove excess subsoil not intended for reuse, from site. E. Stockpile excavated material in area designated on site. 3.5 FILLING A. Maintain optimum moisture content of fill materials to attain required compaction density. B. Make grade changes gradual. Blend slope into level areas. C. Install Work in accordance with SSPWC and CBC -16 as a minimum. 3.6 TOLERANCES A. Top Surface of Subgrade: Plus or minus 1/10 foot from required elevation. END OF SECTION ACACIA PARK ROUGH GRADING Technical Specifications Section 02311-3 Agreement No. 5967 SECTION 02441 - IRRIGATION SYSTEM PART 1 -GENERAL REQUIREMENTS 1.1 DESCRIPTION A. Work Included: Unless otherwise specified, the construction of irrigation systems shall include the furnishing, installing and testing of mains, laterals, risers and fittings, quick couplers, gate valves, back flow preventers, furnishing and installing of irrigation controllers, booster pumps, excavation and backfill, and all other work in accordance with the plans and specifications for a complete operating system. The Acacia Park irrigation is from a potable water source. 1. The intent of the drawings and specification is to indicate and specify a complete and efficient irrigation system ready for use in accordance with the manufacturer's recommendations and meeting the recommended approval of the Landscape Architect. All work shall be in accordance with applicable City and County codes, and these plans/specifications. 2. Irrigation systems shall be constructed to the sizes and grades and at the location shown on the drawings. Lines shown on the plans are essentially diagrammatic. Locations of all heads, valves, etc., shall be reviewed by the Landscape Architect at the time of construction. Do not exceed spacing of the heads as shown on plans. 3. The applicable provisions of the General Conditions and the Special Conditions of these specifications shall govern the work of this section as if herein written in full. 4. The Contractor shall maintain, continuously, a competent superintendent or foreman, satisfactory to the Owner, during the progress of work, with authority to act for him in all matters pertaining to the work. 5. Work noted as "N.I.C.", "existing" or "to be supplied and/or installed by others" is not a part of this section. 6. The work in this section shall be coordinated with all underground utilities and trades responsible for their installation. 7. All irrigation equipment and piping connected to a non -potable water source shall be purple and marked for non -potable water. Field Conditions: Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report to the Landscape Architect all conditions which prevent proper execution of this work. C, Permits and Fees: The contractor shall apply and pay for all necessary fees and permits required in the pursuit of his work as required by governing codes. U All assemblies specified herein shall be installed in accordance with the respective details. In the absence of detail drawings or specifications pertaining to the specific items required to complete the work, the Contractor shall perform such work in accordance with the best standard practice and to the satisfaction of the Landscape Architect. E. Irrigation Contractor is responsible for replacing or repairing any acts of theft or vandalism during construction and the maintenance period. F. Permission to shut off any water lines must be obtained from the Owner. Disruption of existing systems shall be kept to a minimum. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-1 W 1.3 1.4 Agreement No. 5967 G. Contractor shall maintain irrigation system throughout plant establishment and maintenance period. H. Contractor shall provide one year guarantee. RELATED WORK DESCRIBED ELSEWHERE A. Planting: Section 02800 QUALITY ASSURANCE A. Codes and Standards: In addition to complying with all pertinent codes and regulations, comply with the latest rules of the National Electrical Code and the Electrical Safety Orders of the State of California, Division of Industrial Safety, for all electrical work and materials. B. Qualifications of Installers: Provide at least one person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the materials manufacturer's recommended methods of installation, and who shall direct all work performed under this Section. SUBMITTALS A. General: Comply with the provisions of Section 01300. B. Product Data: Within 45 days after award of the Contract, and before any materials of this Section have been delivered to the job site, submit to the Architect: 1. A complete materials list of all items proposed to be furnished and installed under this Section. 2. The manufacturer's recommended methods of installation which, when recommended for approval by the Architect, shall become the basis for review and accepting or rejecting actual installation methods used on the work when not otherwise specified or detailed. C. Materials and Samples: If materials are to be employed, other than designated on the plans, the Contractor shall, prior to the installation of any irrigation work, submit for recommended approval by the Landscape Architect, a list of materials and equipment he proposes to use. The material and equipment list shall include, but not be limited to, polyvinyl chloride pipe, automatic controllers and control valves, quick coupling valves and irrigation heads. 1. Should the Contractor propose to use materials or equipment other than those listed on the plans, he shall submit samples of the make and type proposed. Samples shall be submitted a sufficient time in advance of the start of construction to allow a period of not less than seven (7) days for testing and recommended approval. 2. Recommended approval of irrigation equipment and materials shall depend on the following: a. Conformance to specification requirements. b. Acceptable test results and/or field performance. C. Durability and low maintenance. d. Availability of parts and service. e. Compatibility with owner's materials inventories. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-2 Agreement No. 5967 U Project Record Drawings: Provide separate and complete Project Record Drawings prepared in accordance with the provisions of these Specifications, Sub -section 3.8. 11.5 PRODUCT HANDLE A. Protection: Use all means necessary to protect the materials of this Section before, during, and after installation and to protect the work and materials of all other trades. B. Delivery: Polyvinyl chloride pipe shall be delivered to the work site in unbroken bundles or rolls packaged in such a manner as to provide adequate protection for the pipe ends, threaded or plain. C, Replacements: In the event of damage, immediately make all repairs and replacements necessary to the recommended approval of the Architect and at no additional cost to the Owner. PART 2 - PRODUCTS 2.11 "OR APPROVED EQUIVALENT" PRODUCTS A. This project is a Public Works project. Sole sourcing of material is not allowed. Any reference or call out on the plans and/or in the specifications to a specific manufacturer shall be interpreted as "or approved equivalent". The City Engineer's and Landscape Architect's approval is required as to whether or not a product meets the City's standard to be an approved equivalent. Bidders shall use the pricing for the products as specified to avoid risks of disapproval. No substitutions will be considered prior to the award of the contract. 2.2 PIPE A. Plastic Pipe: 1. Unless otherwise specified, the construction of lateral lines and main lines shall include excavation and backfill, the furnishing, installing and testing of pipe, tube and fittings, the furnishing and installing of anchors, thrust blocks and location wire, the improvements, line flushing and testing, and all other work in accordance with the plans and specifications. 2. Main supply pressure lines shall be PVC; 4" and larger Class 200, 2" - 3" Class 315, 1 1/2" and smaller Schedule 40, as manufactured by Pacific Plastics, Inc., or approved equal. 3. Lateral non -pressure lines shall be PVC. Schedule 200 polyvinyl chloride, as manufactured by Pacific Plastics, Inc., or approved equal. 4. Irrigation Lines Sleeves shall be PVC. Schedule 40 polyvinyl chloride, as manufactured by Pacific Plastics, Inc., or approved equal. 5. Low Voltage Control Wire Sleeves (valve wires) shall be PVC Schedule 40 polyvinyl chloride, as manufactured by Pacific Plastics, Inc., or approved equal. All exposed wires shall be sleeved in PVC Schedule 40 ULV electrical conduit with ULV Schedule 40 fittings. a. Identification: All pipe shall be continuously and permanently marked with the following information: The normal pipe size, the type and schedule or class of material, the working pressure or pressure rating at 73.4 degrees F., the manufacturer's name or trade mark, and the National Sanitation Foundation (N.S.F.) seal of approval. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-3 Agreement No. 5967 6. All plastic pipe shall be guaranteed by its manufacturer to have passed, or be capable of passing, the Anhydrous Acetone Immersion Test and to be free from manufacturing defects. 7. All mainline and lateral piping connected to a non -potable water source shall be purple and marked for non -potable use. B. Identification: All pipe shall be continuously and permanently marked with the following information: the normal pipe size, the type and schedule or class of material, the working pressure or pressure rating at 73.4 degrees F., the manufacture's name or trade mark, and the National Sanitation Foundation (N.S.F.) seal of approval. 1. All Plastic pipe shall be guaranteed to have passed, or be capable of passing, the Anhydrous Acetone Immersion test and to be free from manufacturing defects. C. Polyvinyl Chloride Pipe Fittings and Connections: 1. Polyvinyl chloride pipe fittings and connections approved for irrigation systems shall be polyvinyl chloride, Type II, Grade I, Schedule 40, high impact molded fittings, manufactured from virgin compounds. 2. The Schedule 40 fittings shall be tapered socket type, or molded thread type, suitable for either solvent weld or screwed connections. 3. Machine threaded fittings will be acceptable only if thread -stripping resistance test results are submitted and approved. 4. In line fittings, such as couplings, unions and bushings may be machined from extruded stock. 5. Plastic saddle and flange fittings will not be acceptable. 6. All fittings shall be permanently marked with the following information: The normal pipe size, the type and schedule of material, and the National Sanitation Foundation (N.S.F.) seal of approval. D, Galvanized Pipe and Fittings: 1. All galvanized steel pipe shall be Schedule 40, threaded, coupled and hot -dip galvanized, and shall comply with ASTM A120 and A53. 2. All fittings for galvanized steel pipe shall be 150 PSI rated galvanized malleable iron, banded pattern. 3. Pipe sizes indicated on the drawings are nominal inside diameter unless otherwise noted. 2.3 VALVES A. Ball Valves: 1. All ball valves shall be all bronze construction full port; 1/2" thru 2", Nibco T585. 2. Working Pressure Rated: 150 PSI stem, 400 PSI W.O.G. 3. Ball valves installed underground shall be housed in a Christy plastic turf box. B. Butterfly Valves: 1. All butterfly valves shall be 2 1/2" and larger, Nibco WD2000. 2. Butterfly valves installed underground shall be housed in a Christy plastic turf box. C, Automatic Control Valves (Electric): 1. All automatic control valves (electric) shall be as called for on plans, electrically controlled, hydraulically operated, single seat, normally closed no equivalents or equals. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-4 Agreement No. 5967 2. The valves shall be actuated by a normally closed solenoid valve operator using 24 volts, 60 cycle alternating current. The wires in the coil of the solenoid shall be embedded in an epoxy resin. The entire solenoid shall be enclosed in Spears dry splice DS -400 water proof connectors. Valves shall automatically close in event of electrical power failure. 3. All automatic control valves shall have a flow control device for manually adjusting the amount of flow of water through the valve. The flow control device shall be adjusted so that the pressure at the nozzle of the sprinkler head farthest from the automatic control valve shall be that as specified in the irrigation legend per plan. The pressure at the sprinkler head shall be measured by means of a pilot pressure gauge while the sprinkler head is operating. 4. Automatic control valves shall be constructed of brass or stainless steel springs and screens, and composition material (neoprene) seals and seat washers. 5. Valve stems shall have a brass cross handle. 6. All automatic control valves shall be equipped with an all brass pet clock for manual operation control. 7. The Contractor shall furnish one valve box key for each six or less valve boxes installed. 8. All valves shall have a T.C. Christie valve marking plastic tag. 2.4 QUICK COUPLERS A. Quick couplers shall be as called out for on plans. 2.5 CONTROLLERS AND WIRE A. Automatic Controllers (Electric): 1. Controller shall as called for on plans. 2. All automatic controllers treated in this specification shall be for use with solenoid operated (24 -volt electric), normally closed, control valves. 3. Automatic controllers shall meet the following requirements: 9. B. Control Wire Be completely automatic in operation with remote control. Shall electrically start the sprinkling cycle. Shall electrically time the individual stations. Shall operate on single phase, 120 volt, 60 cycle, and alternating current. Shall contain electrical circuits for pump and master valve operations. Shall have complete operating instructions and charts indicating controller station to valve locations mounted inside the controller in full view when controller is open. Smart irrigation controller which automatically adjusts frequency and/or duration of irrigation events in response to changing weather conditions. All control wire shall be of the Underwriter's Laboratory type OF (underground feeder), single conductor, solid copper, plastic insulated, 600 volt rated, for direct burial applications. Maximum conductor operating temperature, 60 degrees C. for both wet and dry locations. Wire composition is as follows: a. Conductor - The conductors shall be solid annealed uncoated copper meeting the applicable requirements of the latest revisions of A.S.T.M. B-3. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-5 Agreement No. 5967 b. Insulation - The insulation shall be colored plastic which meets the test requirements of I.P.C.E.A. (The Insulated Power Cable Engineer's Association) Pub. No. S-61-402, dated July 1961, Section 3.7 for 60 degrees C. polyvinyl chloride insulation. The insulation shall be flame retardant, resistant to fungus, resistant to corrosive fumes, suitable for wet locations and furnish some degree of inherent protections against mechanical abuse. Insulation thickness shall be 47 mils for AWG #14, 12 & 10, and 62 mils for AWG #8. C. Color Coding - The conductor insulation shall be color coded as follows: 1) All common ground wire shall be white. 2) All pilot (valve control) wire shall be black. d. All wire splices should be made within a control valve box or a separate valve box. Each splice shall be made with a Spears Dri-Splice DS -100 wire connector and filled with Spears DS -300 sealant. 2.6 VALVE BOXES A. Valve Boxes: Remote control valve boxes shall be rectangular boxes with non -hinged locking covers. Valve station number shall be stenciled in two -inch -high (2") numerals on cover using epoxy resin base paint of a contrasting color. Ball valve boxes shall be round boxes with non -hinged covers marked either "Ball Valve" or "G. V." with letters cast or tooled in the cover. 2.7 SPRINKLER HEADS A. Sprinkler Heads: 1. Sprinkler heads shall be as called for on plans. Sprinkler heads shall be of the types and sizes, with the diameter (or radius) of throw, pressure, discharge and any other designations necessary to determine the types and sizes, as indicated on the plans. 2. All sprinkler heads of a particular type of function in the system shall be of the same manufacture and, with the exception of shrubbery heads, shall be marked with the manufacturer's name and model number. This identification shall be visible without having to remove the sprinkler head from the system. 3. Unless otherwise specified, all irrigation heads & body shall be constructed of cycolac with the following exceptions: bearings, washers, gaskets, seals, spray pins and rocker arms. PART 3 - EXECUTION 3A SURFACE CONDITIONS A. Inspection: Prior to all work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the reference standards and the manufacturer's recommendations. B. Discrepancies: In the event of discrepancy, immediately notify the Architect. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-6 Agreement No. 5967 2. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 FIELD MEASUREMENTS A. General: 1. Trenches and other excavations for irrigation pipe and appurtenances shall be excavated true to alignment and grade, and shall be of ample size for the proper performance of installation work, review, testing and backfill. 2. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. 3. Protect all existing utilities and repair any damage to existing utilities with matching new materials, at no increase in contract price. 4. Generally, piping under concrete shall be installed by jacking, boring or hydraulic driving. Where any cutting or breaking of sidewalks and/or concrete work is necessary, it shall be removed and replaced by the Contractor. Permission to cut or break sidewalks and/or concrete shall be obtained from the Architect. No hydraulic driving will be permitted under asphaltic concrete paving. 5. Coordinate with planting operations, as 10" deep cross -ripping is required prior to irrigation systems installation. (cross -ripping is part of the planting work). B. Plastic Pipe Trenches: 1. Minimum trench width shall be six (6) inches. 2. Minimum trench depth below bottom of pipe shall be two (2) inches. 3. Minimum cover shall be based on finished grades, unless otherwise noted on Drawings. a. Lateral Line minimum cover shall be twelve (12) inches. b. Main Line minimum cover shall be eighteen (18) inches. C. Pipe and Wire Sleeves minimum cover shall be twenty-four (24) inches. C, Backfill Material: All plastic pipe shall be bedded and encased with approved backfill material free of rocks and clods as indicated in the following table and/or shown on the plans. a. Thickness Under Pipe Minimum Two (2) inches b. Thickness Above Pipe Minimum Four (4) inches C. Thickness at Side of Pipe Minimum Two (2) inches 2. The balance of backfill material shall be approved soil. Unsuitable material, including clods and rocks over 2 to 2-1/2 inches in size, shall be removed from the premises and disposed of legally at no cost to the Owner. 3. Backfill material shall be sufficiently compacted under and on each side of the pipe to provide support free of voids. On slope areas over 3:1 gradient compaction shall be 85% (min) or equal to the requirements of the grading plans, whichever is greater. Pipe joints shall remain exposed until the completion of pressure and leakage test, unless authorized by the Architect. The top six (6) inches of backfill shall be free of rocks over one (1) inch, subsoil, rubbish and debris. 4. The remainder of the backfill material shall contain no lumps or rocks larger than two and one-half (2-1/2) inches, nor contain rubbish and debris. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-7 Agreement No. 5967 5. Backfill shall be tamped or puddled to the dry density of adjacent soil. Backfill within areas of structurally compacted soils shall be returned to the original relative density as before trenching. D, Location Wire: Location wire shall be placed on top of the four -inch select backfill over all mainline (pressure bearing) pipes, except copper pipe. Wire shall be No. 12 gauge copper, new or used or an approved substitute, and shall provide a continuous electrical conductor between gate valves and control valves. Each end shall be brought to the valve sleeve and two feet of wire looped free in the trench beside the valve body. This location wire may be omitted where copper hydraulic control tubing or electric control wire follows the water main. 3.3 INSTALLATION OF POLYVINYL CHLORIDE PIPE A. Polyvinyl chloride pipe shall be installed in such a manner so as to provide for expansion and contraction as recommended by the manufacturer. B. All polyvinyl chloride pipe shall lay free in the trench with no induced strain. Where there is evidence of induced pipe strain, the Contractor shall be required to make pipe cuts and install angle fittings as necessary to eliminate the strain. C. When a connection is plastic to metal, a female adapter shall be used. The metal nipple shall be hand -tightened, plus one turn with a strap wrench. Joint compound shall be Permatex, Type 2, or Teflon Tape. U The Contractor will be required to remove and replace any fitting which induces a torque strain to the pipe. E. Polyvinyl chloride pipe shall be cut with a PVC. pipe cutter, hand saw or hack saw with the assistance of a square and sawing vise or in a manner so as to ensure square ends. Burrs at cut ends shall be removed prior to installation so that a smooth unobstructed flow will be obtained. F. All plastic to plastic joints shall be solvent -weld joints. Only the solvent recommended by the pipe manufacturer shall be used. G. The solvent -weld joints shall be made in the following manner: Thoroughly clean the mating pipe and fitting with a clean dry cloth. 2. Try the parts for fit. The parts should "dry -mate" between one-third and two-thirds the depth of the socket. If adequate insertion is not obtained, or bottoming occurs, try another part until a satisfactory "dry -fit" is obtained. 3. Apply a uniform coat of solvent to the outside of the pipe with a non -synthetic bristle brush. NOTE: For PVC. Type I, 1120-1220, pipe mating surface shall first be cleaned with the application of Methyl Isobutyl Ketone (MIBK) solvent. This cleaning shall be accomplished by applying MIBK solvent to the full mating surface area and wiping off with a clean cloth, repeating the process, if necessary, until no trace of shine remains (neither streaks nor spots). The use of commercial PVC. solvent -cement thinners as a substitute of MIBK is not allowed. 4. Apply a uniform coat of solvent -weld to the fitting socket. 5. Re -apply a light coat of solvent -weld to the pipe and quickly insert it into the fitting. 6. Give the pipe or fitting a quarter turn to ensure even distribution of the solvents and make sure that the pipe is inserted to the full depth of the fitting socket. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-8 Agreement No. 5967 7. Hold in position for at least 15 seconds. 8. Wipe off excess solvent that appears at the outer shoulder of the fitting. 3.4 INSTALLATION OF CONTROL WIRE A. Unless otherwise specified, the installation of control wire shall include excavation and backfill, the furnishing, installing and testing of the wires, the removal and/or restoration of existing improvements and all other work in accordance with the plans and specifications. B. Unless otherwise specified all neutral (common ground) wire shall be AWG #12 and all pilot (valve control) wire shall be AWG #14. C, At least one spare wire shall be installed from the controller clock to the most distant valve. When wire runs go in different directions from the controller clock, a separate spare wire shall be installed from the controller clock to the most distant valve in each different wire run direction. U Tape and bundle all control wires at 10' o/c maximum; place wiring with 18" minimum cover. When wiring is placed in common trenches with piping, set wiring 2" from any piping. E. All wire splicing shall take place in the valve boxes and/or pull boxes. All splices shall be made with a mechanical connector encased in a self -curing epoxy resin which provides a permanent watertight connection. F. All direct burial control wires shall be identified as to their respective valve number and controller clock letter in all pull boxes and at all wire termination. Spare wires and "future valve" wires, if any, shall also be identified. Labels and tags shall be used for identification which are not affected by moisture or temperatures between minus 30 degrees F. and plus 200 degrees F. The labels and tags shall be resistant to abrasion, dirt, grease, and chemicals used in lawn fertilizers and conditioners. The labels and tags shall be firmly attached to the wire in every case. The Contractor shall submit samples of the labels or tags to be used, to the Architect for recommended approval, prior to the installation of the control wire. Examples of nomenclature of tags or labels are as follows: 1. Neutral (common ground) wire = "Neutral" Clock "A" 2. Pilot (valve control) wire = "A.V. #1." Clock "A" 3. Spare Wire = "Spare" Clock "A" G. The final operating sequence of the remote control valves, within each individual controller clock, shall be as called out on drawings. H. Testing: 1. All direct burial control wire installed shall be tested in the following manner. a. Before any backfill material is placed over the control wires in the trench, the wires shall be tested with a meter for insulation resistance. Minimum insulation resistance to ground shall be fifty (50) megohms. Any conductor not meeting this requirement shall be replaced. b. After backfill encasement, the wires shall again be tested with a meter. The minimum acceptable insulation resistance to ground on this test shall be one (1) megohm. Any conductor not meeting this requirement shall be replaced. Provide separate common wire for each controller installed. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-9 Agreement No. 5967 3.5 INSTALLATION OF VALVES A. General: Unless otherwise specified, the installation of the valves shall include excavation and backfill, the furnishing, installing and testing of risers, fittings and valves, the furnishing and installing of appurtenances, accessories, anchors and thrust blocks, the removal and/or restoration of existing improvements and all other work in accordance with the plans and specifications. B. Ball / Butterfly Valves: Valves installed underground shall be housed in a Christy concrete valve box, no equivalents or equals. C, Automatic Control Valves: Automatic control valves shall be set upright and housed in plastic Christy concrete valve box. The Contractor shall brand, the identification number of the valve and clock on the outside cover of the box. 3.6 INSTALLATION OF AUTOMATIC CONTROLLERS A. Unless otherwise specified, the installation of automatic controllers shall include the furnishing, the installing, making necessary electrical connections, the testing of controllers and connection, and all other work as called for on the plans and/or in the specifications. B. All electrical conduit shall be P.V.C. Sunstop ULV Schedule 40 pipe & fittings. C. Install controllers at 5' min. away from 3 phase power. D, Install a separate ground rod and wire for each controller as specified on the drawings and per manufacture's specifications. E. Unless otherwise specified the installation of controllers shall be as detailed on plan. F. Controllers shall be tested for fourteen (14) calendar days after complete installation of the sprinkler system. System shall operate automatically in the manner shown on the drawings and/or specified herein. 3.7 INSTALLATION OF SPRINKLER HEADS A. Unless otherwise specified, the installation of sprinkler heads shall include excavation and backfill, the furnishing, installing and testing of risers, fittings and heads, the furnishing and installing of anchors and thrust blocks, the furnishing and installing of cone shaped screens at base of each head, the removal and/or restoration of existing improvements and all other work shall be in accordance with the plans and specifications. B. Flushing: All water lines shall be thoroughly out before heads are installed. C. Location and arc of heads shall be adjusted, if required to eliminate any dry spots, over water or spillage on adjacent areas. U All seeded area sprinkler heads shall be installed adjacent to existing walks, curbs, or other paved areas, shall be set to the grade of the improvements. Sprinkler heads which are to be installed in areas where the turf has not yet been established shall be set one (2) inches above the proposed finished grade. Heads installed in this manner shall be lowered by the Contractor prior to final acceptance. In established lawn areas the sprinkler heads shall be set to existing grade. E. All shrubbery heads to be installed within three (3) feet of curbs shall be set to a maximum height of six (6) inches above the grade of the curb. Shrubbery heads installed in all other areas shall ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-10 Agreement No. 5967 be twelve (12) inches above finished grades unless otherwise indicated on the plans. Pop-up shrub heads shall be installed as detailed. 3.8 DRAWINGS OF RECORD AND TURNOVER ITEMS A. Record Drawings: The Contractor shall provide and keep up to date, a complete record set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes and kinds of equipment. Prints for this purpose may be obtained from the Owner. This set of drawings shall be kept on the site and shall be used only as a record set. B. The drawings shall also serve as work progress sheets, and the contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspections and shall be kept in a location designated by the Owner. C, In order to complete the record drawings in a neat, legible manner, the contractor shall employ a competent draftsman, satisfactory to the Owner's authorize representative, to indicate the necessary changes on mylar tracings procured from the Owner and deliver same to the Owner two weeks prior to the final review by the Architect. D, The contractor shall dimension from two (2) permanent points of reference, building corners, sidewalks, or road intersections, etc., the location of the following items: 1. The routing of the sprinkler main lines 2. Connections to the existing water lines 3. Control valves and Butterfly valves 4. Hose Bibs 5. Any other pertinent underground item, if so deemed by the Landscape Architect. E. Controller Charts: 1. Provide one controller chart for each controller supplied. 2. Record drawings shall be recommended for approval by the Landscape Architect before charts are prepared. 3. These charts shall be completed and reviewed prior to final observation of the irrigation system, and prior to final payment. 4. Update and prepare new controller charts at end of the 1 year maintenance period. 5. The chart shall show the area controlled by automatic controller and shall be no larger than the 24" x 36" original. 6. The chart is to be a reduced drawing of the actual system. However, the chart shall only be reduced to a size which is completely legible. 7. Chart shall be black line print and shall be colored with a different color for each station. 8. The chart shall be mounted using Velcro, or an approved equal type of tape. 9. When completed and recommended for approval, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils thick. F. Turnover Items, supply as part of this contract the following items: Four (4) additional sprinkler heads of each type and spray pattern shown on plans. 2. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head shown on plans. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-11 Agreement No. 5967 3. Two (2) keys for each automatic controller. 4. Two (2) service manuals for equipment installed. 5. Two (2) quick couplers with a 3/4" bronze hose bib, bent nose type with hand wheel and two (2) quick coupler keys to match quick couplers shown on plan. 6. Two (2) valve box cover keys or wrenches. 7. Backflow device valve handles and Water Department inspection documentation. 3.9 TESTS A. Pressure Tests: 1. All pressure lines shall be tested under hydrostatic pressure of 125 pounds per square inch, and all non -pressure lines shall be tested under the existing static pressure and both be proved watertight. Contractor shall provide all equipment for hydrostatic tests at no cost to the Owner. 2. Pressure shall be sustained in the lines for not less than two (2) hours. If leaks develop, the joints shall be replaced and the test repeated until the entire system is proved watertight. 3. Tests shall be observed and recommended for approval by the Landscape Architect prior to backfill. B. Coverage Test: 1. When the irrigation system is completed, the Contractor, in the presence of the Architect, shall perform a test coverage of water afforded the planting areas, complete and adequate. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage disclosed arising from his work. 2. Contractor shall inform the Owner's representative of any deviation from the plan required due to wind, planting, soil or site conditions that bear on proper coverage; and upon approval, perform changes to provide for proper coverage at no additional cost to the Owner. 3.10 REVIEWS A. Normal Progress Reviews: Normal progress reviews shall be requested from the Architect at least 48 hours in advance of any anticipated review. A review will be made by the Architect on each of the steps listed below. The Contractor will not be permitted to initiate the succeeding steps of work until he has received written approval to proceed by the inspector. 1. Immediately prior to the commencement of the work of the section. 2. Irrigation materials and equipment to be used. 3. After trenching and before backfill. 4. Completion of line testing, test to be made prior to backfill. 5. After placement of all heads, valves and controllers for coverage. 6. Final review and receipt of "Record Drawings"/"Controller Charts". 7. Final acceptance of project by Owner. 8. In no event shall the Contractor cover up or otherwise remove from view any work under this contract without prior approval. Any work covered prior to review shall be opened to view by the Contractor, at his expense. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-12 Agreement No. 5967 ' Unprepared Review Requests: In the event the Contractor requests review of work and said work is incomplete, the Contractor shall be responsible for review cost. C. Completion: The work will be accepted, in writing, when the whole shall have been completed satisfactorily to the Owner and the Architect. In judging the work, no allowance for deviation from the original plans and specifications will be made unless already approved by Owner, in writing, at the proper times. 1. Leave the entire installation in complete operating order, free from any and all defects in material, workmanship or finish, regardless of any discrepancies and/or omissions in plans or specifications. 2. Remove from the site all debris and rubbish resulting from the work, and leave the installation in clean condition. 3.11 GUARANTEE A. General: The entire sprinkler system, including all work done under this contract, shall be guaranteed against all defects and fault of material and workmanship for a period of one (1) year following the filing of the Notice of Completion. All materials used shall carry a manufacturer's guarantee of one (1) year. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to the City within ten (10) calendar days of receipt of written notice from the City. When the nature of the repairs as determined by the City constitute an emergency (e.g. broken pressure line) the City may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the City by the Contractor, all at no additional cost to the City. '. Form of Guarantee: Guarantee shall be submitted on Contractors own letterhead as follows: FORM OF GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defects in materials or workmanship which may develop during the period of one year from date of filing of the Notice of Completion and also the repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the City. We shall make such repairs or replacements within 10 calendar days following written notification by the City. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from the City, we authorize the City to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: LOCATION: SIGNED: ADDRESS: C. After the system has been completed, the Contractor shall instruct the Parks Department Representative in the operation and maintenance of the system and shall furnish a complete set of operating instructions. ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-13 Agreement No. 5967 U Any setting of trenches which may occur during the one-year period following acceptance shall be repaired to City's satisfaction by the Contractor without any additional expense to the City. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 3.12 MAINTENANCE A. Maintenance of irrigation system prior to job completion, and during the Landscape Maintenance period, shall be the responsibility of the Contractor including, but not limited to, the following: 1. Cleaning of plugged irrigation heads. 2. Irrigation heads adjustments. 3. Volume of water being applied (coordinate with landscape maintenance.) 4. Programming of the controller (coordinate with landscape maintenance.) 5. Repairing leaking valves, etc. 6. Any other problem areas which occur after installation attributed to the irrigation system. 7. Repair or replace equipment due to acts of vandalism, theft or pest damage. 8. Lower all seeded area heads to final grades prior to final acceptance by Owner. END OF SECTION ACACIA PARK IRRIGATION SYSTEM Technical Specifications Section 02441-14 Agreement No. 5967 SECTION 02461 - SITE FURNISHINGS MART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The work of this section shall conform to the "Standard Specifications for Public Works Construction", latest edition, except as modified herein. 1.2 SCOPE OF WORK A. Work of this Section includes all materials, labor and equipment necessary to provide and install the Site Furnishings as shown on the drawings, as reasonably implied or as specified herein. The equipment shall be assembled on site as per manufacturer's recommendations and this section. All work and equipment provided shall be subject to approval of the Parks Inspector. 1.3 RELATED WORK SPECIFIED ELSEWHERE A. Concrete: Section 03300 1.4 SUBMITTALS A. Contractor shall submit a complete list of materials along with manufacturer's catalog data for all materials proposed for use in the work at the pre -construction conference. Proposals for substitution of those materials specified herein shall be submitted and reviewed. C3. Manufacturer's Product Data: Submit three (3) copies of manufacturer's literature for each item of site furnishings. C. Shop Drawings: Manufacturer's shop Drawings shall be provided for all prefabricated items. Shop Drawings which show complete details shall be furnished in quadruplicate for all items requiring shop fabrication in accordance with Section 2-5.3 of the Standard Specifications. 1.5 GUARANTEE & LIABILITY INSURANCES A. Each Manufacturer will be required to provide complete installation drawings including specifications and a replacement parts list for all products. '. Contractor shall provide a written guarantee on his firm's letterhead for all materials and workmanship for a period of one (1) year exclusive of vandalism. Written guarantee shall be submitted to the District at the final inspection prior to final acceptance of the work. ACACIA PARK SITE FURNISHINGS Technical Specifications Section 02461-1 Agreement No. 5967 1.6 PROPOSED SUBSTITUTIONS A. Products proposed for substitutions as "equals" to those specified are subject to the approval of the City. If at the time proposed equals are delivered to the site, it is determined by the City that they are not equal to those specified, they shall be removed and products as specified shall be provided by the Contractor at no additional cost to the City. iw�10Za_1%1101IIII6'i:2x011101• A. No equipment or apparatus or foundations for same shall be placed until location stakes have been inspected for recommended approval by the Landscape Architect and/or Parks Inspector. FART 2 - MATERIALS ALL MATERIALS SHALL BE AS CALLED FOR ON PLANS PART 3 - EXECUTION 3.1 LAYOUT A. Contractor shall stake/mark locations for all slabs equipment or apparatus or foundations for same and shall obtain the acceptance of their location from Landscape Architect and/or Park Inspector prior to commencing any digging. Locations shall be adjusted to provide minimum clear distances required from all edges of slabs, trees, irrigation heads, or other obstructions. 3.2 CONCRETE WORK A. All concrete foundation work shall be performed in accordance with the Standard Specifications for Public Works Construction, Section 201. Contractor shall obtain the acceptance of all forming from the Park Inspector prior to pouring any concrete. Foundations holes shall be inspected and accepted by the Inspector prior to pouring concrete. 3.3 STEEL FABRICATION AND WELDING A. All steel members shall be thoroughly hand cleaned and solvent cleaned to remove all rust, scale, oil, grease, and foreign material prior to welding. All welds shall be continuous fillet welds along all abutting surfaces. Sand all welds smooth. Galvanized steel shall be touched up after welding with Galvicon paint. 3.4 SITE FURNISHINGS A. All Site Furnishings shall be installed plumb, at a height above the finish surface as recommended by the manufacturer. Minimum footing size shall conform to the manufacturer's recommendations. All footings shall be installed prior to placement of concrete slabs, where they occur. No "block outs" will be permitted. ACACIA PARK SITE FURNISHINGS Technical Specifications Section 02461-2 Agreement No. 5967 3.5 PAINTING A. All items to be painted shall be properly primed prior to application of a minimum of two (2) finish coats. ' After installation, all site furnishings and play equipment shall be touched -up as necessary. Touch-up paint shall be as supplied by the manufacturer. 3.6 CLEAN-UP A. Contractor shall clean up and legally dispose of all unused materials, excess soil, and debris at regular intervals throughout the duration of the work, and as directed by the District. END OF SECTION ACACIA PARK SITE FURNISHINGS Technical Specifications Section 02461-3 Agreement No. 5967 SECTION 02800 - PLANTING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the "Standard Specifications for Public Works Construction, (SSPWC)" latest edition, shall apply except as modified herein. 1.2 SCOPE A. Work of this Section includes all material, equipment, and labor necessary for and incidental to completing all Landscape Planting work as indicated on the Drawings, or as reasonably implied, or as designated herein, including, but not limited to, the following. 1. Soil testing approvals. 2. Weed abatement. 3. Soil preparation. 4. Finish grading. 5. Preparation of all planting holes. 6. Furnishing and installation of all plant materials unless otherwise noted. 7. Sodding indicated turf area. 8. Furnishing and installation of all required fertilizers, planting backfill materials, top 9. Dressing and miscellaneous materials. 10. Providing plant establishment (30 days). 11. Providing landscape maintenance (30 days). 12. Clean-up and weeding of all landscape areas. 13. One year guarantee. 1.3 RELATED WORK SPECIFIED ELSEWHERE A. Earthwork: Section 02200 '. Irrigation: Section 02441 1.4 QUALITY ASSURANCE A. The Contractor shall provide at least one person who shall be present at all times during execution of this portion of the work, who shall be thoroughly familiar with the type of materials being installed and the proper materials and methods for their installation, and who shall direct all work performed under this Section. ' All plants and planting material shall meet or exceed the specifications of Federal, State and County laws requiring inspection for plant disease and insect control. ACACIA PARK Planting Technical Specifications Section 02800-1 Agreement No. 5967 C Quality and size shall conform with the current edition of "Horticultural Standards" for number one grade nursery stock as adopted by the American Association of Nurserymen, and California Department of Agriculture regulations. D, The Applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. All materials and methods used for Weed Abatement must conform to Federal, State, and Local Regulations. 11.5 APPROVALS A. All irrigation system work shall be inspected for recommended approval by the Landscape Architect and/or the City prior to start of any work in this section. 11.6 TESTING A. An Agricultural Soil Suitability Report for all planting areas shall be obtained by the Contractor, after completion of rough grading, and prior to start of soil preparation work. The Contractor, at his own expense, shall submit at least four (4) site soil samples to a Soil Laboratory recommended by the Landscape Architect. Samples are to be taken from the top six inches (6") of soil in areas to receive planting. All test results and recommendations shall be provided to the Landscape Architect and/or the City. The requirements for fertilization and amendments as specified herein, may be modified as necessary prior to start of work in this section. B. After the completion of soil preparation and prior to the start of any planting, soil samples shall again be taken. Quantity and methods shall be the same as previously executed. Contractor shall not commence planting until so directed by the Landscape Architect and the City. 1.7 SUBMITTALS A. Materials lists: Within forty-five (45) days after award of the Contract, submit a complete list of all materials proposed to be furnished and installed under this Section, demonstrating complete conformance with the requirements specified. 1. Materials list shall include the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site, as supplied by the Pest Control Advisor. Pest Control Advisor shall furnish the Landscape Contractor and Landscape Architect data to demonstrate the compatibility of the weed control materials and methods with the intended plant and seed varieties. B. Certificates: Deliver all certificates to the Landscape Architect upon delivery to job site. Include: 1. Quantity of commercial fertilizers used. 2. Quantity of soil amendments. 3. Quantity of seed. 4. Quantity of plant material. 1.8 PRODUCT HANDLING A. Delivery and Storage: ACACIA PARK Planting Technical Specifications Section 02800-2 Agreement No. 5967 1. Deliver all items to the job site in their original containers with all labels intact and legible at time of Landscape Architect's review. 2. Immediately remove from the site all plants which are not true to name, and all materials which do not comply with the specified requirements. 3. Use all means necessary to protect plant materials before, during, and after installation and to protect the work and materials of all other trades. '. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the recommended approval of the Landscape Architect and at no additional cost to the City. 1.9 RESPONSIBILITY AND COORDINATION DURING WEED ABATEMENT A. During Weed Abatement procedures, the Landscape Contractor is responsible for the erection of all signs and barriers required to prevent intrusion into the treated areas and to notify the public. B. No material or methods used for Weed Abatement shall affect the landscape planting or hydroseed germination. No material or method shall render the job site unusable for more than ten (10) days from date of application. PART 2 - MATERIALS A. All materials shall conform to the requirements of Section 212 of the Standard Specifications, except as modified herein. 2.2 LANDSCAPE FINISH GRADING A. Site topsoil material - No import soil. 2.3 NON-SELECTIVE HERBICIDES A. Non-selective contact herbicide and/or non-selective systemic herbicides (as recommended by the Pest Control Advisor). 2.4 SELECTIVE HERBICIDES A. Selective pre -emergent herbicides ('Ronstar G' or equal or as recommended by the Pest Control Advisor). 2.5 SOIL CONDITIONERS AND FERTILIZERS A. Soil conditioners may include any or all of the conditioners herein specified and shall be bid at rates indicated on the plans and applied as determined by the Agronomical Soils Report. A credit for materials not installed is to be give to the City. SoilPro Products Compost (or approved equal) Available from: Inland Empire Regional Composting Authority 12645 Sixth Street Rancho Cucamonga, CA 91739 ACACIA PARK Planting Technical Specifications Section 02800-3 Agreement No. 5967 909-993-1500 2.6 PLANT MATERIALS A. Nomenclature: The scientific and common names of plants herein specified conform to industry standards. (Refer to list of plant materials on Drawings). Right of Review: The Landscape Architect reserves the right to recommend approval or rejection at any time upon delivery or during the work, any or all plant material regarding size, variety or condition. 2.7 SODDED TURF A. Sod type per planting plan. Submit product information to city for approval. PART 3 - EXECUTION Installation shall conform to the requirements of Section 308 of the "Standard Specifications for Public Works Construction," except as modified herein. 3.1 GENERAL A. Prior to the start of work of this Section, all trash and deleterious materials on the surface of the ground shall be removed and legally disposed of. 3.2 WEED ABATEMENT A. Prior to the installation of the irrigation system, all weed growth shall be removed within the areas designated to be cleared and grubbed. Refer to plans for limit of work. 1. If in the opinion of the Pest Control Advisor, perennial grasses and weeds existing in the planting areas will require control prior to removal, spray these areas per Pest Control Adviser's recommendations. Allow herbicide to kill all weeds. Rake or hoe off all dead weeds to a depth of one to two inches (1" to 2") below the surface of the soil. Physically remove all weeds from the site. '. Upon completion of the irrigation system and rototilling of soil amendments into the soil and immediately preceding the installation of plant material, perform weed abatement as follows, and per Pest Control Advisors recommendation. 1. Apply Sulfate of Ammonia at the rate of five pounds (5 lbs.) per one thousand square feet (1,000 sf.) to all planting areas. 2. Irrigate area for fourteen (14) consecutive days, to germinate existing weed seeds. 3. Apply by spray a non-selective herbicide to eradicate all existing weeds. Do not irrigate for seven (7) days after application. 4. Remove weeds after herbicide has had time to sufficiently kill. Remove all dead weeds by rake or hoe to a depth of one to two inches (1" to 2") below the surface of the soil. Remove all weed residue and top growth and dispose of in a legal manner. ACACIA PARK Planting Technical Specifications Section 02800-4 Agreement No. 5967 3.3 SOIL PREPARATION AND FINE GRADE A. Soil Preparation: Prior to spreading soil amendments and prior to installation of irrigation systems, cross -rip or otherwise till to a depth of ten inches (10") all planting areas to receive soil preparation. All rock one inch (1") and larger shall be removed to a depth of twelve inches (12"). Dispose of all debris off-site in a legal manner. '. Planting Areas: To all planting areas (turf, shrub and groundcover), uniformly broadcast soil amendments and thoroughly incorporate to a minimum six inch (6") depth by means of a rototiller or equal. C, Soil Amendments are to be thoroughly incorporated at the following rates per one thousand square feet (1,000 sf.) by rototilling or other approved method: 1. 3 cu. yds. SoilPro (or approved equal) a. (Mix to be used for bidding purposes only, to be verified with Agronomical Soils Test.) D, Finish Grade: 1. Rough grade has been left within one tenth (1/10) of one foot (1') of finish grade. 2. Work such as fine grading and light cultivation are required of all planting areas indicated on plan to prepare grades prior to planting. 3. After approximate finished grades have been established, all soil areas shall be compacted and settled by application of heavy irrigation to a minimum depth of twelve inches (12"). 3.4 FINAL GRADES A. After the foregoing specified deep watering, minor modifications to grade may be required to establish the final grade. These areas shall not be worked until the moisture content has been reduced to a point where working it will not destroy soil structure. C3. Finish grading shall ensure proper drainage of the site. C, Finished surfaces shall be smooth and even between contours; shapes shall be to the satisfaction of the Landscape Architect. U All areas shall be graded so the final grades will be one inch (1") below adjacent paved areas, sidewalks, valve boxes, clean -outs, drains, manholes, etc. E. Surface drainage shall be away from all building foundations. F. Eliminate all erosion scars. G. The Contractor shall request a review by the Landscape Architect for recommended approval of the final grades and elevations before beginning planting operations. 3.5 SODDED TURF A. Turf grass shall be planted by sod laying. ' Sodding - irrigate areas to be sodded prior to installation. Moisture shall be uniformly present to a depth of 2". Sod shall be installed within one day of delivery, rolls shall be placed in shaded areas prior to installation. Sod shall conform to all lawn shapes as designated per plan and shall be installed in such a manner as to visually eliminate all joints and edges of sod strips. Following ACACIA PARK Planting Technical Specifications Section 02800-5 Agreement No. 5967 installation, irrigate turf areas thoroughly to provide even moisture penetration. Roll all sod prior to beginning installation within two (2) hours - prior to beginning irrigation, sod shall be uniformly smooth in appearance and shall be flush with the finished grade of all walks, curbs, etc. C. Maintenance - three (3) weeks following installation of turfgrass, areas shall be mowed regularly at intervals not exceeding once per week. Mowing shall be done with sharp, well adjusted mowers or cut more than half the existing top growth in one mowing. Mowing heights shall be per manufacturer's recommendations. Turfgrass areas that do not properly grow shall be resodded as necessary. At the termination of the maintenance period all turfgrass areas shall be completely covered, leaving not barren spots larger than three inches (3") x three inches (3"). 3.6 WATERING A. Apply water to all planted areas during operations and thereafter, until acceptance of the work. '. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas sufficiently moist at all times, well below the root system of grass and plants. C, All turf areas shall be kept damp at all times and irrigation should be adjusted accordingly. This normally would involve four (4) to six (6) watering periods daily, each watering period (ON) regulated to just dampen the mulch without creating run off. D, Intervals between irrigation (OFF) sequence should be judged by the length of the time mulch remain damp. Once the mulch begins to dry out, the water (ON) sequence should be repeated. 3.7 ESTABLISHMENT AND MAINTENANCE PERIOD A. The Contractor shall continuously maintain all areas involved in this contract during the progress of the work and during the establishment and maintenance period until final acceptance of the work by the City. '. Plant establishment period: The contractual establishment period shall be for no less than thirty (30) continuous calendar days. The contractual establishment period begins on the first day after all planting in this project is completed and accepted and the planted areas are brought to a neat, clean and weed free condition. 1. Any day upon which no work will be required, as determined by the Landscape Architect, will be credited as one of the plant establishment working days regardless of whether or not the Contractor performs plant establishment work. 2. Any day when the Contractor fails to adequately maintain plantings, replace unsuitable plants or do weed control or other work, as determined necessary by the Landscape Architect, will not be credited as one of the plant establishment working days. 3. In order to carry out the plant establishment work, the Contractor shall furnish sufficient men and adequate equipment to perform the work during the plant establishment period. 4. Improper maintenance or possible poor condition of any planting at the termination of the scheduled establishment period may cause postponement of the final acceptance of Plant Establishment. Contractor shall bear all costs for extension of the Plant Establishment period. C, Plant Maintenance Period: The contractual maintenance period shall be no less than thirty (30) continuous calendar days, and shall beain at the acceptance of the Plant Establishment Period. 1. All areas shall be kept free of debris, and all planted areas shall be weeded at intervals of not more than ten (10) days. Watering, trimming, fertilization, spraying and pest control, ACACIA PARK Planting Technical Specifications Section 02800-6 Agreement No. 5967 as may be required, shall be included in the maintenance period. Maintenance shall include pest control (squirrel, gopher, rabbits, etc.). 2. Post fertilize all turf areas at the end of 30 days (of maintenance) at the rate of five pounds (5 lbs.) per one thousand square feet (1,000 s.f.) using ammonium sulfate, evenly applied and thoroughly watered in. For the final feeding of all areas, use 12-8-8 Gro -Power Controlled Release Nitrogen at the rate of thirty pounds (30 lbs.) per one thousand square feet (1,000 s.f.). 3. Mowing of turf will commence when turf grass has reached a height of one and one-half inches (1 1/2"). Turf shall be cut with a reel type mower at a one (1) inch height. Mowing will be at least weekly after the first cut. Turf must be well established and free of bare spots and weeds to the satisfaction of the Landscape Architect prior to final acceptance by the City. Excess grass clippings, as determined by the Landscape Architect, shall be picked up and removed from the site and premises. 4. The Contractor shall maintain the irrigation systems in a like new operating condition; adjusting head heights and spray arcs as necessary. The Contractor is responsible for proper watering of all planting areas, for providing any necessary supplemental water as may be required, and shall replace any material damaged due to improper moisture. 5. During the maintenance period, the Contractor shall be responsible for maintaining adequate protection for all planting areas. Any damaged areas shall be repaired and any plant materials replaced at the Contractor's expense. 6. The Contractor's maintenance period will be extended past thirty (30) days if these provisions are not filled. 3.8 GUARANTEE AND REPLACEMENT A. All plant material installed under the contract shall be guaranteed against any and all poor, inadequate or inferior materials and/or workmanship for a period of one (1) year. Any plant found to be dead or in poor condition due to such faulty materials or workmanship, as determined by the Landscape Architect, shall be replaced by the Contractor at his expense. '. Any material found to be dead, missing, or in poor condition during the establishment period shall be replaced immediately. The Landscape Architect shall be the judge as to the condition of material. Material to be replaced within the guarantee period shall be replaced by the contractor within fifteen (15) days of written notification by the City. C. Replacement shall be made to the same specifications required for original plantings within five (5) working days after written notification. U Material and Labor involved in the replacing of material shall be supplied by the Landscape Contractor at no additional cost to the City. 3.9 REVIEWS A. Normal progress reviews shall be requested from the Landscape Architect at least forty-eight (48) hours in advance of an anticipated inspection. A review will be made by the Landscape Architect on each of the steps listed below. The Contractor will not be permitted to initiate the succeeding steps of work until he has received written recommendation of approval to proceed by the Landscape Architect. 1. Immediately prior to the commencement of the work on this Section. 2. Preparation of areas of turf installation. 3. Final review, start of establishment & maintenance period. ACACIA PARK Planting Technical Specifications Section 02800-7 Agreement No. 5967 4. After thirty (30) day plant establishment & maintenance. 5. Final acceptance of project/thirty (30) day maintenance. END OF SECTION ACACIA PARK Planting Technical Specifications Section 02800-8 Agreement No. 5967 SECTION 03100 - CONCRETE FORMWORK PART I -GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the "Standard Specifications for Public Works Construction," latest edition, Section 302-6, shall apply except as modified herein. 1.2 SCOPE A. Work of this Section includes all materials, labor and equipment necessary for and incidental to completing the Concrete Form work, as shown on the Drawings, as reasonably implied, or as specified herein, including, but not limited to, the following: Forms for all concrete. 2. Shoring and bracing. 3. Setting of embedded items. 4. Removal of forms. 1.3 RELATED WORK SPECIFIED ELSEWHERE Concrete: Section 03300 Concrete Reinforcement: Section 03200 1.4 STANDARDS A, Materials and workmanship shall conform to the requirements of all applicable building codes, except that requirements specified herein shall govern where they exceed those in the Building Code. Refer and comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: American Concrete Institute, ACT 347, "Recommended Practice for Concrete Form work." 1.5 QUALITY ASSURANCE A, Provide all openings in concrete Form work to accommodate work of other trades; accurately determine size and location of openings, recesses, etc., from trades providing or requiring such items; place items required for incorporating into concrete accurately and securely supported on forms. 13, Base form and false work design on required values of live and dead loads, weight of moving equipment on Form work, height of concrete drop, foundation pressures, stresses, lateral stability and other safety factors required during construction. C' Materials used in Form work may not be reused except for use in other forms, without the Landscape Architect's approval. ACACIA PARK CONCRETE FORMWORK Technical Specifications Section 03100-1 Agreement No. 5967 1). Contractor shall verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report to the Landscape Architect all conditions which prevent proper execution of this work. E. Use various form types as specified below. Refer to Concrete Section 03300 and use form materials for best results. All forms shall have a smooth straight upper edge and shall be free of any warping. PART ? - MATERIALS All materials shall conform with Section 204 of the Standard Specifications except as modified herein. 2.1 FORM COATINGS A. Non -grain -rising and non -staining type that will not leave residue on surface of concrete or adversely affect bonding to concrete of paint, plaster, mortar or other applied materials. Coatings containing mineral oils or other non-drying ingredients will not be permitted. Submit manufacturer's data. 2.2 LUMBER A, Lumber shall be "Construction Grade" Douglas Fir. 2.3 PLYWOOD A, Plywood shall be of grade Exterior B -B. All plywood shall be at least 5/8" thick, and edge sealed. Plywood for forming exposed concrete shall be Plyform. 2.4 METAL FORMS A. Removable metal forms shall be of proper gauges and sizes, carefully aligned and fitted. Removable metal forms shall be properly reconditioned for use, clean, free from dents, bends, rust, oil or other coatings, and shall receive the recommended approval of the Landscape Architect prior to installation. 2.5 FORM TIES A, Prefabricated rod, flat band or wire type, or threaded internal disconnecting type of sufficient tensile strength to resist all imposed loads of fresh concrete and with external holding devices of adequate bearing area. Ties shall permit tightening and spreading of forms and leave no metal closer than one and one-half inches (1-1/2") from surfaces. 2.6 FORM TYPES A. Use Plywood or Metal Forms as specified above for exposed surfaces. 13. Use Boards or Plywood as specified above for concealed surfaces. ACACIA PARK CONCRETE FORMWORK Technical Specifications Section 03100-2 Agreement No. 5967 PART 3 - EXECUTION 3.1 GENERAL A. Build forms to exact shapes, sizes, lines and dimensions as required to obtain accurate alignment, locations and grades, and level and plumb work. Provide for openings, offsets, keyways, recesses, chamfers, blocking, joint screeds, anchorages and other required features. 13. Use metal spreaders to provide accurate spreading of forms and positive tying of forms together. C' Forms shall be of materials and construction adequate to safely support all loads, so that no sagging, leakage or displacement occurs during and after pouring of concrete. 1), Form joints shall not show in exposed concrete P;. Fabricate form for easy removal without hammering or prying against the concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Forms shall be set with the upper edge of the board true to line and grade and shall be staked rigidly in place with stakes set not more than four feet (4') apart. 3.2 FORM COATINGS A. Coat the contact surfaces of forms with a form -coating compound before reinforcement is placed. Provide commercial formulation form -coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. 13. Thin form -coating compounds only with thinning agent of type, and in amount, and under conditions of the form -coating compound manufacturer's directions. Do not allow excess form -coating material to accumulate in the forms or to come into contact with concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. 3.3 FORM REMOVAL A. Remove forms only when concrete has developed sufficient strength to sustain its own weight and super -imposed loads. END OF SECTION ACACIA PARK CONCRETE FORMWORK Technical Specifications Section 03100-3 Agreement No. 5967 SECTION 03200 - CONCRETE REINFORCEMENT PART 1 -GENERAL 1.1 RELATED DOCUMENTS A, The provisions of the "Standard Specifications for Public Works Construction," latest edition, Section 201-2, shall apply except as modified herein. 1.2 SCOPE OF WORK A, Work of this Section includes all material, equipment, and labor necessary for and incidental to completing all Concrete Reinforcement, as shown on the Drawings as reasonably implied, or as specified herein, including, but not limited to, the following: 1. Reinforcing steel. 2. Control during concrete placement. 1.3 RELATED WORK SPECIFIED ELSEWHERE A. Concrete: Section 03300 B, Concrete Formwork Section 03100 1.4 STANDARDS A. Materials and workmanship shall conform to the requirements of all applicable building codes, except that requirements specified herein shall govern where they exceed those in the Building Code. Refer and comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified. 1. American Concrete Institute, ACI 318, "Building Code Requirements for Reinforced Concrete." 2. Concrete Reinforcing Institute, "Manual of Standard Practice." 3. American Concrete Institute, ACI 315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures." 4. American Welding Society, AWS D12.1, "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections in Reinforced Concrete Construction." 1.5 INSPECTION A. Contractor shall notify the City and Landscape Architect prior to pouring of concrete in order to inspect placement of all reinforcement. 1.6 TESTING A. Tests will be conducted as required by the City and in accordance with Section 201-2.5 of the Standard Specifications. ACACIA PARK CONCRETE REINFORCEMENT Technical Specifications Section 03200-1 Agreement No. 5967 PART 2 - MATERIALS 2.1 REINFORCING STEEL BARS A. Shall be deformed steel bars conforming to ASTMA-615 and UBC Standard 26-4, and shall be Grade 40 or Grade 60. Refer to Section 201-2.2 of the Standard Specifications. 2.2 WELDED WIRE FABRIC A, Conform to ASTM A 185 and Standard Specifications, Section 201-2.4. 2.3 TIE WIRE A. Annealed steel, 16 -gauge minimum, galvanized where concrete is exposed. 2.4 SUPPORTS FOR REINFORCING A. All supports for work exposed to view or weather shall be galvanized steel, or plastic -coated units so that finished surfaces will not be marred nor stained; supports shall be suitably sized and spaced for proper load distribution on earth or membrane so that membrane is not perforated and rebar does not set. Use no supports of wood or other cellulose material. PART 3 - EXECUTION A, All work shall conform to the requirements of Section 303-1.7 of the Standard Specifications. 3.1 GENERAL A, Coordinate with other trades and expedite materials and labor to avoid omissions and delay in job progress. B, Clean reinforcement of loose mill scale, oil or other foreign coatings that might destroy or reduce bond prior to placement of concrete or grout. 3.2 FABRICATION AND DELIVERY A. Fabricate bars of indicated size and accurately form to shapes and lengths indicated and required, by methods not injurious to materials. Do no heat reinforcement for bending. Bars with bends or offsets not conforming to Drawings will be rejected. B. Bundle reinforcement and tab with suitable identification to facilitate sorting sand placing and sufficient supply of proper reinforcement at site to avoid delays; transport and store at site so as not to damage material. ACACIA PARK CONCRETE REINFORCEMENT Technical Specifications Section 03200-2 Agreement No. 5967 3.3 SECURING IN PLACE A, Accurately place reinforcement and securely wire tie in precise position at points where bars cross. Tie stirrups to bars at both top and bottom. Bend wire ties away from forms. Use galvanized wire ties in exterior walls, beams, columns, and slabs. Support horizontal bars in strict accordance with the "Manual of Standard Practice," latest edition, published by concrete Reinforcing Steel Institute. B. Maintain proper placement of all reinforcement during entire pouring or grouting operation. 3.4 PLACING REINFORCING BARS A, Splice reinforcement as indicated on the Drawings and as specified herein. Avoid splices at critical connection and stress points. Lap as indicated or necessary to develop full strength or stress of bars. Stagger top splices and in horizontal wall reinforcement separate at least ten feet (10') longitudinally in alternate bars of opposite tiers. Extend stubs and dowel required to receive and engage subsequent work as sufficient length to develop full strength of bar or as indicated. Place dowel and stub bar in forms, and maintain placement during pouring of concrete or grout. B. Where reinforcement is interrupted by sleeves and openings, provide additional bars as indicated on the Drawings. C. When necessary, perform welding of reinforcing bars in accordance with "Recommended Practices for Welding Reinforcing Steel, Metal Inserts and Connections for Reinforced Concrete Construction" (AWSD 12.1). 3.5 PLACING FABRIC REINFORCEMENT A, Roll out, straighten, cut to required size, and lay reasonably flat in place. Lap fabric one full mesh at sides and ends; securely wire together and to other reinforcement at frequent intervals. 3.6 CLEARANCES A. Exercise particular care to maintain proper distance and clearance between parallel bars and between bars and forms. Provide metal spreaders and spacers to hold steel in position as necessary. Use metal or plastic chairs to support reinforcing steel and mesh in concrete placed on earth and in footings. Transverse steel bars with hangers, or in another manner, as necessary. B. Minimum clear distances between reinforcing steel and face of concrete shall be as indicated on the Drawings, or as follows: 1. Concrete footings formed against earth Y 2. Concrete in forms with exposed faced in contact with earth 2" 3. Slabs Centered END OF SECTION ACACIA PARK CONCRETE REINFORCEMENT Technical Specifications Section 03200-3 Agreement No. 5967 SECTION 03300 CONCRETE PART I - GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the "Standard Specifications for Public Works Construction," latest edition, shall apply except as modified herein. 1.2 SCOPE OF WORK A. Work of this Section includes all material, equipment, and labor necessary for and incidental to completing all Concrete Work, as shown on the Drawings, as reasonably implied, or as specified herein, including, but not limited to, the following: Exterior walks and slabs as shown on Drawings. Curbs, gutters, and mowing curbs. Miscellaneous concrete items. Setting of items to be inserted into concrete. Cement, finish, joints, saw cutting, and patching. Curing. Testing. 1.3 RELATED WORK SPECIFIED ELSEWHERE Concrete Form work: Section 03100 Concrete Reinforcement: Section 03200 1.4 STANDARDS A. Testing, materials and workmanship shall conform to the requirements of all applicable building codes, except that requirements specified herein shall govern where they exceed those in the Building Code. 1.5 SMOOTHNESS TOLERANCE A. Cement finish surfaces shall be of such smoothness and evenness that they shall contact the entire length of a ten foot (10') straight edge laid in any direction, with an allowable tolerance of one-eighth inch (1/8"). Any operations necessary to achieve this result shall be performed by the Contractor at no additional cost to the City. B. No patching will be permitted to correct defective work; defective Sections shall be removed to the nearest score line or construction joint and replaced. No extension of time will be allowed for correcting defective work. 1.6 INSPECTIONS A. Inspections will be required. Contractor shall call for inspection a minimum of forty-eight (48) hours (two working days) prior to need. ACACIA PARK CONCRETE Technical Specifications Section 03300-1 Agreement No. 5967 The Contractor shall call for inspection upon completion of each of the following specific phases of construction, each prior to pour: a. All form work placement/construction. b. All footing excavation. C. Sub -grade preparation. d. Steel reinforcing placement. '. Any work covered prior to inspection shall be opened to view by the Contractor at his expense. 1.7 TESTING A. All testing shall be as required by the "Standard Specifications." PART 2 - MATERIALS A. All materials shall conform to Section 201-1.2 of the "Standard Specifications." 2.2 CONCRETE A. Concrete shall be a minimum five (5) sack mix, with a maximum four inch (4") slump, 2,800 pounds per square inch ultimate compressive strength at twenty-eight (28) days and shall conform to Concrete Class Use Table, Section 201-1, of the Standard Specifications. 2.3 ADMIXTURE: A. Admixture shall be WRDA® 64, a polymer based aqueous solution which produces a concrete with lower water content, greater plasticity and higher strength, as manufactured by Grace Construction Products, or equal. The admixture shall not contain calcium chloride and shall comply with ASTM Designation C494, Type A water -reducing (or Type D water -reducing and retarding) admixtures. 2.4 REINFORCING STEEL A. Shall be in accordance with Section 03200, Concrete Reinforcement and per Section 201-2 of the "Standard Specifications." 2.5 EXPANSION JOINTS A. Expansion joint material shall be foam material "Flexcell" as manufactured by Celotex Corporation, conforming with ASTM Standard D1751-61, "Fleximastic," conforming to ASTM D1190, or approved equal. Only one type of material to be used throughout the job. Submit samples of preformed materials for approval of the City. 2.6 SCORE JOINTS A. Shall be as shown on the Drawings and details. ACACIA PARK CONCRETE Technical Specifications Section 03300-2 Agreement No. 5967 2.7CONCRETE CURING COMPOUND A. Shall be Type 1 - in conformance with Section 201-4 of the "Standard Specifications." 2.8 FORM LUMBER A. Shall be Douglas Fir, construction grade or better, in conformance with Section 303-1.3 of the "Standard Specifications." PART 3 - EXECUTION A. All work shall conform to the requirements of Section 303 of the "Standard Specifications." 3A GENERAL A. The Contractor shall provide copies of all load tickets for all transit -mixed concrete delivered to the site. B. All concrete slabs shall slope to drain. Depressions in the slab surface that hold water ("bird baths") will not be acceptable. C, Install concrete and cement finish work true to lines, dimensions and grades. U Protect all finished concrete from graffiti. The Contractor shall provide watchmen as required to insure a graffiti -free surface. Stoning and/or patching of concrete surfaces will not be permitted. Whole sections must be removed and replaced. A graffitied finish will not be acceptable. E. Remove and replace all defective concrete and defective cement finish work. All concrete with cracks shall be deemed unacceptable and the full panel shall be removed and replaced at the Contractor's sole expense. Permission to patch any defective area shall not be a waiver of the City's right to require complete removal of defective work if patching does not restore quality and appearance of work. F. No advertising impression, stamp, or mark of any description will be permitted on surface of concrete or cement finish. G. Concrete shall be poured prior to 11:00 a.m. Contractor is to guarantee curing of concrete free of graffiti. 3.2 PLACING CONCRETE A. Before placing of any concrete, thoroughly clean all forms, washout with water and make tight. Transport, place and spread concrete in a manner to prevent segregation of aggregate. Reinforcing shall be supported by metal or plastic chairs; concrete supports shall not be used. Refer to Sections 303-1.7 and 303-1.8 of the "Standard Specifications." 3.3 CEMENT FINISH A. Exterior slabs and walks -non -slip, uniform light broom surface, transverse to direction of slab, unless otherwise shown on the plans. Finish cast -in-place walls as designated on details. ACACIA PARK CONCRETE Technical Specifications Section 03300-3 Agreement No. 5967 3.4 CURING A. Initial curing shall be moist curing or moisture cover curing, and shall continue for at least 168 cumulative hours (not necessarily consecutive), during which the concrete has been exposed to air temperatures above 50 Degrees F. Avoid rapid drying at the end of the curing period. '. Use water that is free of impurities which could etch or discolor concrete surfaces. Do not use liquid membrane curing compounds on surfaces which are to be covered with a coating material applied directly to the concrete or with a covering material bonded to the concrete, such as other concrete, liquid floor hardener, water -proofing, damp-proof flooring, painting, court surfacing materials and other coatings and finish materials, unless otherwise acceptable to the inspector. 3.5 COORDINATION A. All site furnishings, benches, drinking fountains, light poles, etc. shall be set in cured footings prior to placing concrete slabs. All foundations shall cure at least fourteen (14) days prior to placing concrete slabs. END OF SECTION ACACIA PARK CONCRETE Technical Specifications Section 03300-4 Agreement No. 5967 SECTION 04220 - CONCRETE UNIT MASONRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The provisions of the "Standard Specifications for Public Works Construction," latest edition, shall apply except as modified herein. 1.2 SCOPE A. Work of this Section includes all material, equipment, and labor incidental to completing all Concrete Unit Masonry work complete as indicated on the Drawings and designated herein, including but not limited to, the following: 1. Concrete unit masonry. 2. Grouting of masonry. 3. Installing reinforcing steel in masonry. 4. Mortar. 1.3 RELATED WORK SPECIFIED ELSEWHERE 1. Concrete Reinforcement: Section 03200 Concrete: Section 03300 1.4 STANDARDS A. Materials and workmanship shall conform to the requirements of all applicable building codes, except that requirements specified herein shall govern where they exceed those in the Building Code. Refer and comply with the provisions of the following Standards, except as otherwise shown or specified: "Concrete Block Masonry Inspectors' Manual" published by the Technical Committee of California Concrete Masonry Manufacturers Association. 1.5 QUALITY ASSURANCE A. The Contractor shall maintain, continuously, one skilled journeyman mason, who shall be present at all times during execution of this portion of the work and who shall direct all work performed under this Section. B. Use adequate numbers of skilled workmen who are thoroughly trained and experience in the necessary crafts and who are completely familiar with the specific requirements and the methods needed for proper performance of the work of this Section. C. Contractor shall verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report to the Landscape Architect all conditions which prevent proper execution of this work. ACACIA PARK CONRETE UNIT MASONRY Technical Specifications Section 04220-1 Agreement No. 5967 1.6 SUBMITTALS A. Samples: Within ten (10) calendar days after award of this Contract and before any concrete unit masonry materials are delivered to the job site, submit one sample of each proposed concrete masonry unit to the Landscape Architect for recommended approval. B. Certification: Prior to delivery of concrete masonry materials to the job site, deliver to the Parks & Recreation Department a letter from the manufacturer of the propose masonry units certifying that all such units to be delivered to the job site are in strict accordance with the provisions of this Section. 1.7 PRODUCT HANDLING A. Protection: Use all means necessary to protect the materials of this Section before, during and after installation and to protect the work and materials of all other trades. B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Park and Recreation Department and at no additional cost to the City. PART 2 - MATERIALS A. All products shall conform with Section 202 of the "Standard Specifications" except as modified herein. 2.1 CONCRETE BLOCKS All units shall be sound and free of cracks, chips, or other defects. 2. Sizes and shapes of the units shall be as required to construct the work as shown on the Drawings, using open-end units with closed-end units for openings and corners. Where soaps are required or indicated, they shall be cut from full-sized standard units at the site. 3. Concrete block shall be readily identified as to origin. All block used for the entire work shall be obtained from a single source and shall be manufactured in one run to insure uniformity of color. 4. Type and color shall be as noted on the Drawings. B. Water Content: At the time of the delivery to the job site, concrete masonry units shall have a value, in weight of contained water, of not more than 35% of the fully saturated content for the unit tested. 2. Ship all units from the factory and store at the job site with all necessary protection to prevent increase of water content from rain and other sources. 3. Certification required by Paragraph 1.06-13 above shall show results of tests made not more than twelve (12) months prior to delivery of concrete masonry units to thejob site, shall show compliance with the specified values, and shall certify that the mix design, yield per batch, and curing procedures for the units delivered to the job site will be equal to those submitted for the test. 2.2 MORTAR A. All mortar shall be Class D conforming to Section 202-2.1.2 of the "Standard Specifications," color to match block color. Mortar shall contain a waterproofing admixture. ACACIA PARK CONRETE UNIT MASONRY Technical Specifications Section 04220-2 Agreement No. 5967 2.3 GROUT A. Provide transit -mixed grout complying with ASTM C94, and conforming to Section 202-2.1.2 of the "Standard Specifications," and consisting of one part Portland Cement, two and one-half (2-1/2) parts sand, two (2) parts pea gravel and adequate water to produce a concrete of approximately ten inches (10") slump. Grout shall contain a waterproofing admixture. 2.4 WATER PROOFING ADMIXTURE A. For all walls exposed to weather provide Sika Red Label, or City approved equal, in all grout and mortar. Follow Manufacturer's recommendations for application rate in grout. Apply at a rate of 1 pint per 100 pounds of cement in all mortar. 2.5 REINFORCEMENT STEEL A. Provide reinforcement steel as indicated on the Drawings and in conformance with the requirements of the "Uniform Building Code," latest edition. 2.6 FORMS A. All forms and shoring shall be thoroughly braced and sufficiently strong to safely carry, without defection, all dead loads and live loads to which they may be subjected. Shoring shall be in place not less than ten (10) days. Wide grout joints in pier of jambs shall be formed with wood wherever necessary to hold the grout. 2.7 OTHER MATERIALS A. All other materials, not specifically described but required for a complete and proper installation of the work of this Section, shall be as selected by the Contractor subject to the recommended approval of the Landscape Architect and City. PART 3 - EXECUTION A. All work shall conform with Section 303 of the "Standard Specifications" except as modified herein. 3.1 GENERAL A. Carefully coordinate with all other trades to ensure proper and adequate interface of the work of other trades with the work of this Section. B. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 3.2 MIXING MORTAR A. Use a mechanical mixer of one sack minimum capacity. Mix mortar for at least three (3) minutes after all materials have been added. Mix only as much mortar as can be used in one (1) hour after ACACIA PARK CONRETE UNIT MASONRY Technical Specifications Section 04220-3 Agreement No. 5967 water has been first mixed into the batch, Do not re -temper mortar. Use calibrate measuring box, shovel measurements will not be allowed. 3.3 INSTALLATION A. General: Lay up all walls in running bond, plumb level and true to the lines and dimensions shown on the Drawings, with minimal cutting of block units or use of odd joint sizes or bond. Do not use chipped or broken units. If any such units are discovered in the finished wall, the Landscape Architect or City may require their removal and replacement with new units at no additional cost to the City. Contractor shall core all plumbing, breaking of masonry unit will not be allowed. B. Dampening: Store all masonry units on thejob so that they are kept off the ground and are protected from the rain. 2. Wetting the units will not be permitted, except when hot and dry weather exists causing the units to be warm to the touch and then only the surface may be wetted with a light fog spray. 3. Laying Up: 4. Place all units in mortar with full shoved bed and head joints. 5. Align with vertical cells to maintain a clear, unobstructed systems of flues. 6. Hold racking to an absolute minimum. 7. Provide clean -outs at the bottom of each cell for removing mortar dropping. Do not close the clean -outs until they have been inspected for recommended approval by the Landscape Architect or City. 8. Coordinate with other trades to insure proper installation of inserts into wall (e.g., flanges for wrought iron fencing, posts for chain link fencing, etc.) C. Reinforcements: 1. Install all reinforcement as indicated on the Drawings. Fully embed reinforcement in grout, not in mortar or mortar joints. Provide all required metal accessories to ensure accurate alignment of steel during grout filling operations. 2. The dowels shall be placed in the center of the masonry wall unless otherwise detailed. Dowels shall be placed so that they align with the vertical wall steel. 3. All steel reinforcing shall be lap or weld spliced. Provide a minimum forty (40) diameter lap splice. D. Tooling: 1. Tool all joints to a dense, smooth, flush surface. E. Grouting: Timing: Do not grout until masonry has cured at least twenty-four (24) hours. Fill all block cells solid with grout. 3.4 TESTS A. All tests shall be made by an independent laboratory, as selected by the Parks Department. At the beginning of all masonry work, at least one test sample of mortar and grout shall be taken on three (3) successive working days. ACACIA PARK CONRETE UNIT MASONRY Technical Specifications Section 04220-4 Agreement No. 5967 B. Mortar samples shall be taken from the surface soon after spreading. Test cylinders shall be two inches (2") in diameter and four inches (4") high. When tested at twenty-eight (28) days the compressive strength shall not be less than 1800 pounds per square inch. C. Grout specimens shall be cast in block cell using masonry units taken from the site. Grout shall be poured into the sample units and puddled, as nearly as possible, in the same manner as that being poured into the wall. Specimens shall remain in the block for three (3) days. Line block with a thin paper towel to permit removal of the specimen without damage. This specimen shall be tested for compression at twenty-eight (28) days and shall develop a minimum ultimate compressive strength of 2000 pounds per square inch. D. Concrete Block shall be tested in accordance with "Standard Methods of Sampling and Testing Concrete Units." ASTM Des. C-140. The average compressive strength shall not be less than 1000 pounds per square inch on the gross area. 3.5 CLEAN-UP A. Contractor shall leave exposed surfaces clean and free of surplus mortar or foreign material. Exercise care to keep grout and mortar droppings off finished surfaces. END OF SECTION ACACIA PARK CONRETE UNIT MASONRY Technical Specifications Section 04220-5 Agreement No. 5967 SECTION 16000 ELECTRICAL 1. PART 1 GENERAL REQUIREMENTS 1.1 SCOPE OF WORK A. The work covered by this section consists of furnishing and installing all I, materials, equipment, fixtures and performing all labor and operations for complete and operable systems. B. Provide all new materials, unless noted otherwise, of the best quality, and in perfect condition, and materials of the same make and quality throughout the work and as hereinafter specified. Comply with the requirements of ASTM, NEMA, U.L., and NBFM for materials and equipment. C. The intent of these specifications is to establish a standard of quality of materials installed. Include materials as specified without exception in the Base Bid. Submit for approval any proposed substitution, complete descriptive, technical, and cost comparison data and test reports. Do not furnish or install any substitute items without written approval at the time of contract signing. Reimburse the Owner for any additional engineering charges and for any changes in the work of other trades resulting from substitutions. List proposed substitutions on the Bid Form, stating the reasons for substitution. When requested by the Architect or Electrical Engineer, samples, electrically wired at 120V. with plug, or system demonstrations of both specified and proposed items will be submitted for inspection at the Electrical Engineer's office and at a time convenient to all concerned parties. D. Where a substitution alters the design or space requirements indicated on the plans, Contractor is responsible for all additional cost for Engineering to revise plans. E. Verifying Drawings and Job Conditions: Examine all drawings and specifications in a manner to be fully familiar of all work required. 2. Visit the site and verify existing conditions. Where existing conditions differ from drawings, make adjustments and allowances for all necessary equipment to complete all parts of the drawings and specifications. F. Shop Drawings: Submit one electronic and two hard copy sets accompanied by letter of transmittal listing the number and dates of the drawings submitted. 2. Mark the drawings submitted with the name of the project, numbered consecutively, and bearing approval as evidence that the drawings have been checked. Any drawings submitted without this approval will be returned for resubmission. 3. Submit Shop drawings on, but not limited to, the following: Panel C. Product List Lighting Fixtures d. Time switches ACACIA PARK ELECTRICAL Technical Specifications Section 16000-1 Agreement No. 5967 G. Drawings of Record: Provide and keep up-to-date, a complete record set of blue line prints. Show every change from the original drawings. Keep this set of prints on the job site, and use only as a record set. Do not make changes in the layout without definite instruction in each case. Obtain a set of Contract Drawings from Architect and incorporate all changes as noted on the record set of prints. Deliver this set to the Architect upon completion and acceptance of work. H. Accuracy of Plans and Specifications: Plans and/or specifications showing deviation from standard practice methods or from compliance with codes, and/or any omissions, does not relieve the responsibility of furnishing, making or installing all items required by code and/or intended for the function of the system. Permits, Fees and Insurance: Obtain and pay for all insurance, permits, Southern California Edison fees, etc. necessary for this Contract. Codes and Regulations: All work performed under this Section of the Specifications complies with the rules and regulations of the Division of Industrial Safety, State of California, as set forth in the latest edition of the Electrical Safety Orders, the National Electrical Code, NFPA, and all rules and regulations of local codes having jurisdiction, including the presently adopted edition Title 21 and 24 California Administrative Code. K. Testing and Adjustment: Test all circuits, outlets, switches, lights, motors, circuit breakers and any other electrical equipment, upon completion of all electrical work. Guarantees of Materials and Workmanship: Furnish and install all materials under this Contract, new and free from all defects, and guaranteed for a period of two years from the date of acceptance of the work. Should any trouble develop during this period due to defective material or faulty workmanship, furnish all necessary labor and materials to correct the trouble without additional cost to the Contract. Correct any defective material or inferior workmanship noticed at the time of installation immediately, to the satisfaction of the Architect. M. Removal of Rubbish: Remove rubbish, excess materials, tools or equipment related to this portion of the work, frequently during construction and upon completion of the work. N. Drawings and Specifications: The electrical drawings are considered as part of these specifications, and any work or materials shown on the drawings and not mentioned in the specifications, or vice versa, shall be as if specifically mentioned in both. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-2 Agreement No. 5967 2. The data herein specified and shown on the drawings is as exact as could be prepared, but their extreme accuracy is not guaranteed. The drawings and specifications are for assistance and guidance. The installation is essentially as shown and specified. The exact location of the equipment, material, apparatus and devices as well as the distances and levels, are more or less governed by the physical conditions and arrangements of the building. Accept this Contract with this understanding. 3. Make minor changes, when ordered by the Architect, accommodating the installation of the work with other sections of the Contract without additional cost to the Contract. O. Safety Conditions: It is the Contractor's responsibility to prevent any damages to personnel and/or property resulting from contact with new or existing energized circuits, switches, circuit breakers, or other electrical apparatus. All electrical work to be constructed with electrical systems de - energized in the area of work. P. Final Inspection and Acceptance: After all requirements of the specifications and drawings have been fully completed, a representative of the Owner will inspect the work. Provide competent personnel to demonstrate the operation of any item or system involved to the complete satisfaction of each representative. 2. PART 2. PRODUCTS 2.1 PANELBOARDS: A. Provide the automatic circuit breaker type, quick -make and quick -break panelboards. Provide wiring gutter sides, top and bottom. B. Provide panelboards from the same manufacturers as the main switchboard; type, mounting, and size as noted on the drawings with silver-plated copper bussing. C. Where space is called for on the panelboard schedules, provide space and mounting for future circuit breaker installation as indicated. D. Use trims having doors equipped with flush type combination lock and catch, two milled type keys supplied with each panel, all locks are keyed alike. Provide a clear covered directory frame with a typed identification card, indicating type of circuit and location, in accordance with final circuitry and panel designation on each door. Completely fill in all panel directories, using actual connections, Owners designations or other factual information. Key all doors to Yale LL803, or as directed by Owner. E. Where called for on the drawings, provide a separate compartment within the panelboards for contactors and/or time switches. F. Provide weatherproof enclosure 2.2 CIRCUIT BREAKERS: Provide circuit breakers with inverse time characteristic thermal and magnetic tripping elements, with ACACIA PARK ELECTRICAL Technical Specifications Section 16000-3 Agreement No. 5967 an interrupting capacity of not less than 10,000 amperes, UL labeled, NEMA rated, molded case type. Use common trip single handle multi -pole breakers. Handle extensions are not permitted. All circuit breakers will have covers sealed on non -interchangeable trip breakers and trip unit covers sealed in interchangeable trip breakers to prevent tampering. Be sure the circuit breaker current rating markings clearly visible after breaker is installed. One manufacturer for all circuit breakers for a given panel. Provide bolt -on circuit breakers unless specifically noted on electrical drawings. 2.3 POWER DISCONNECT SWITCHES: A. Provide power disconnect switches having product construction requirements as specified and/or indicated. Where not otherwise indicated, the following requirements apply: 1. Enclosure: NEMA I, surface type in dry locations. Use NEMA 3R for exterior locations. 2. Ratings: Voltage, ampacity, horsepower and inductive ratings complying with power source voltage and characteristics of load controlled. 3. Mechanism: Heavy-duty, quick -make, quick -break, with voidable interlock to prevent opening enclosure in "ON" position. External lockable handle operation with provision for not less than two padlocks. 4. Poles and Fusing: Comply with load requirements. Provide unfused switches except where fusing is indicated or required to comply with Code Requirements. Where fuses are installed, use dual -element time delay fuses. B. Provide power disconnect switches of the following manufacturers with characteristics complying with load and power source indicated: Westinghouse: Type HF or HU. 2. General Electric: Type TH. 3. Square D: Type HD or HU. C. Provide the number of poles necessary to include a pole for each ungrounded conductor. Equip switch with neutral terminal point where neutral is present. Do not switch neutral unless indicated. 2.4 CONTATOR RELAYS: Install control relays for automatic controls or for interlocking as indicated in the drawings. Provide relays with the number and type of poles and with operating coils as indicated. Equip relays with contacts rated not less than 15 amperes for continuous inductive load, unless otherwise shown or specified. Rate operating coils for continuous duty at the operating voltage shown on the drawings. 2.5 LIGHTING FIXTURES: Furnish, install and connect lighting fixtures of type designed on the plans. A. Verify all fixture locations with Landscape Architectural drawings prior to rough in. B. Where there is conflict in fixture quantities on any of the plans the greatest amount will prevail. The description of the lighting fixture supersedes the catalog number and is to be fur- nished and installed with type to fit description. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-4 Agreement No. 5967 2.6 CONDUIT AND FITTINGS: A. Rigid Conduit (RGS): Hot dipped galvanized or sherardized steel. Republic Steel Co. or approved equal. Intermediate metal conduit may be used, where CEC allows, in lieu of RGS. B. Electrical metallic tubing (EMT): Welded, electro -galvanized thin wall steel tubing. All couplings are gland compression type. C. Non-metallic conduit (PVC): Polyvinyl chloride Schedule 40 or 80. Install a copper ground wire, sized per National Electrical Code, in all non-metallic conduit power raceways. Use PVC in underground installations only. D. Liquidtight Flexible Metal Electrical Conduit: Hot -dipped galvanized steel with exterior, molded polyvinyl jacket. Use for all final connections to all vibrating equipment, transformers and the like. 18" maximum. Provide a code sized ground wire. E. Flexible metallic steel tubing: Liquid tight without a nonmetallic jacket. Use as allowed by code and where permitted by this Specification, section 3.06.C. Provide a code sized ground conductor. F. Condulet Type Fittings: As manufactured by Crouse Hinds Company, Appleton Electric Company or Pyle National or approved equal, smooth inside and out, taper threaded with integral bushings. 2.7 CONDUCTORS: A. Provide copper conductors, 600 volt A.C. unless noted otherwise. Aluminum conductors are not permitted. B. Use THWN conductors for underground and damp locations, THHN for dry areas. C. Deliver conductors to the site in unbroken packages, marked with the manufacturer's name, date of manufacture, voltage and classification letters. Use only wire recently manufactured (10 months or less). D. Provide signal service and low voltage control conductors as specified or noted on the drawings. E. No conductor supplying 120 volts or more will be smaller than No. 12 AWG unless otherwise noted on the drawings. F. Fixture wire to comply with latest requirements of the National Board of Fire Underwriters. The carrying capacity of the wire as per the latest requirements of the National Electrical Code. No fixture wire maybe smaller than #18 gauge. Protect wiring with tape or tubing at all points where abrasion is likely to occur. G. Install all conductors of each electrical system in an approved raceway. Factory assemblies, non-metallic/pliable/corrugated raceways, type OF cable or multi -conductor assemblies are not approved. H. Use solid conductor, size #10 AWG and smaller, stranded for #8 AWG and larger. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-5 Agreement No. 5967 2.8 JUNCTION AND PULL BOXES: Above grade level, provide galvanized junction and pull boxes with removable covers, secured with machine screws. The sizes of all boxes determined by the number and size of conductors entering the box, and by the sizes of conduit terminating in the box. All boxes conform to the applicable Electrical Safety Orders, State of California. Pullboxes flush with grade shall be concrete, with bolt down concrete or steel covers, per plans, with engraved or beadweld identification. 2.9 OUTLET BOXES: A. Provide galvanized outlet boxes and covers, one piece pressed steel, knockout fixture out- lets equipped with 3/8" fixture studs and plaster rings. B. Where standard boxes are not suitable, provide boxes of special design to fit space. C. Cast aluminum or cast iron for outlet boxes exposed to weather, in damp locations, or surface mounted with threaded hubs for conduit connections; cover made watertight with gasket and non-ferrous screws. D. Provide outlet boxes in plaster covered walls with raised covers or plaster rings to finish flush with plaster. 2.10 RECEPTACLES: A. Convenience outlets consist of a duplex convenience receptacle mounted in an outlet box in the wall, flush with the finish surface and complete with plate. B. Receptacles for convenience outlets: Standard duplex, 3 -wire grounding type 15 ampere, 125 volt, Hubbell, Bryant, Leviton or Arrow Hart #5262 white, unless otherwise indicated. C. Weatherproof G. F.C.I. receptacles: 15 ampere, 2P 3 -wire grounding type, 125 volt with gray fiberglass lift cover plate, Hubbell #GF5262, unless otherwise shown on plans. 2.11 PLATES: A. Provide stainless steel plates for all switches, convenience outlets, telephone outlets and all other similar outlets, unless otherwise specified or noted. B. Television and telephone outlet cover plates to match jack. 2.12 NAMEPLATES: Shall be micarta or lamacoid plate, 1/8" thick and have approved size, with beveled edges and engraved white letters on black background. Provide nameplates for all items of electrical equipment as well as circuits in the service distribution and power distribution panelboards; lighting distribution panelboards; separately mounted motor starting switches; disconnect switches; motor control pushbutton stations and other similar devices. Each nameplate as approved by the Architect. Use two machine screws for attachment. Cement/adhesive is not approved. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-6 Agreement No. 5967 3. PART 3. EXECUTION 3.1 If construction of building reveals that any part of the Electrical Work would not be readily accessible if installed according to drawings, notify the Architect before proceeding with such installation. 3.2 All concrete work such as pull boxes, raised pads, conduit envelopes and other areas where affecting Electrical Work are the responsibility of the Electrical Contractor if he has the appropriate license to perform the work. Otherwise it should be provided by the General Contractor. 3.3 Coordinate layout and installation of electrical work with the overall construction schedule and work schedules of various trades to prevent delay in completion of the project. A. Verify dimensions and information regarding accurate location of equipment, structural limitations, and finish with other affected sections. B. Job Conditions: The drawings do not always show offsets, bends, special fittings or junctions or pull boxes necessary to meet job conditions. Provide the items as required at no cost to the Owner. C. Weatherproof Equipment: Use weather resistant electrical devices or equipment located in damp, semi -exposed areas. Comply with NEMA Type 3R requirements for enclosures. D. Where devices are shown diagrammatically in the same location, neatly group them together in a reasonable manner. Provide one-piece plate where such is manufactured. 3.4 Equipment requiring electrical under other sections is part of the Contract. Work includes all necessary connections. 3.5 CONDUIT: A. Install all conduit concealed, except where specifically indicated as exposed. Use rigid galvanized steel or I.M.C. for all exposed conduit. Paint with two coats to match adjacent surroundings, if viewed by the public. B. Use galvanized rigid steel on all conduit installed in concrete and masonry walls, 3/4 inch trade size minimum, unless otherwise specified and/or noted on the plans. Verify conduit runs in concrete slab, prior to placement. Otherwise, do not run conduits in slabs. C. Run conduit so as not to interfere with or contact other piping, fixtures or equipment. Main- tain 6" separation from water piping. D. Cut the ends of all conduit square and carefully ream out to full size, and shoulder in fitting. E. No running threads will be permitted in locations exposed to the weather, in concrete or underground. Use special watertight union fittings in these locations. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-7 Agreement No. 5967 F. Use PVC Schedule 40 or 80 for all underground conduits. Install all underground conduit at a depth of not less than 24 inches below the final finish grade, unless under concrete slabs or otherwise noted and/or specified. Cap PVC conduit with minimum 3 inch concrete cap or provide metallic high voltage tape buried 12" above conduit, except under floor slab or under concrete walk, in which case, install 6" below bottom of slab. Use IMC for all horizontal and vertical sweeps or risers with factory applied PVC coating. Verify with serving utilities for service conduits, bends, depth below grade, backfill, etc. for specific types. Schedule 80 PVC sweeps are permitted for conduits 4" diameter and greater. G. Cut and patch all pavements, curbs, sidewalks and gutters, whenever necessary for laying conduit, or whenever damaged by the operations of this trade. Replace materials with quality and finish equal to that removed or damaged. H. Support all conduit in intervals not less than 10'-0" and within 36 inches from any outlet and at each side of bends and elbows. Use galvanized, concealed conduit supports, heavy stamped, one hole malleable conduit clamps secured with nails. On exposed conduit supports, use two hole clamps with screws, or galvanized steel framed channels secured by screws may be used for conduit supports. Perforated iron for supporting conduit is not perm- itted. Use rigid galvanized steel or I.M.C., threaded, for exposed conduit runs. Install parallel or perpendicular to walls, structural members or intersection of vertical plane and ceilings. Avoid field made bends and offsets where possible. Do not install crushed or deformed raceways. Provide metal sleeves and install where conduit passes through masonry or concrete walls. Use No. 20 gauge galvanized steel sleeves, no more than 1/2 inch greater in diameter than the outside diameter of the conduit. Caulk conduit into sleeves with stone wool, Duseal or Oakum and weatherproof below grade. Where conduit passes through fire resistive walls, partitions, and floors, pack void spaces between conduits with U.S.G. Thermafiber or equal, as approved by the State Fire Marshal. K. Provide a heavy nylon cord pull rope in all empty conduits for future use. Leave in place for future use in all runs and tagged with plastic tag at terminating end indicating the location of the opposite end of the conduit. L. Use factory -manufactured ells, except where noted otherwise. Field bends are permitted for EMT conduit less than 1" diameter. Conduit radius for signal system is ten times the internal diameter of the conduit. M. Cap or seal all conduit ends until wires are pulled. N. Use watertight gland compression type connectors and couplings on fittings for thin wall metallic conduit. Screw type or crimp type are not permitted. O. Wire all rotating electrical equipment with flexible, liquid -tight conduit with appropriate slack from disconnect switch to equipment. P. Install expansion coupling at all expansion joint locations, refer to Architectural. Drawings for locations. Q. Use approved type -bending machines for PVC conduits. Use of blow torch is prohibited. R. For grouping, use conduit trapezes made up of suitable Unistrut or Kindorf hangers. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-8 Agreement No. 5967 S. Seal or cap all conduit for a watertight installation. T. Use approved conductor pulling machines for all underground conduits. Use of truck is prohibited. 3.6 OUTLET BOXES: A. Attach outlet boxes on metal studs with TEC screws. Use wood screws for attachment on wood studs. Nails are not acceptable. B. Cover all boxes with outlet box protector, Appleton SB -CK or approved equal. Keep plaster and dirt from entering box or panels. If plaster does get in, removed it prior to pulling in wires. C. Close all unused openings with plugs. 3.7 INSTALLATION OF CONDUCTORS: A. Unless otherwise indicated or specified, do not install conductors of less than No. 12 AWG size. For control conductors protected by 15 ampere or lower overcurrent protection, No. 14 AWG conductors will be installed. Where approved by Code, remote control and signal circuits utilize No. 18 or No. 16 AWG sizes. Increase No. 12 to No. 10 AWG for 120 volt home runs exceeding 75 feet. B. Color code power wire and cable for feeders and branch circuits. C. Install all electrical conductors, including signal and communications circuits in an approved raceway. D. Neatly group conductors in panels, switchgear and terminal cabinets, etc., and form in a manner to fan into terminals with regular spacing. Lace formed groups of conductors with No. 12 waxed twine, or Panduit Co. Nylon Straps Numbers "SST -4-H" or "SST -2". Lace larger conductors with marlin and secure with cleats, or Panduit Co. Nylon Sta-Straps Numbers "SSC -4-H" and tie anchors ETA -1, TA -2 or TM -1-2-3. E. Install U.L. approved covered wire from all lighting fixture lamp sockets into outlet or junction box. 3.8 WIRING COLOR CODE A. 240/120 Volt System Phase A - Black. Phase A Switch Leg - Black with "S" tag. Phase B - Red. Phase B Switch Leg - Red with "S" tag. Phase C - Blue. Phase C - Switch Leg - Blue with "S" tag. Travelers - Yellow. Neutral - White. Equipment Ground - Green. ACACIA PARK ELECTRICAL Technical Specifications Section 16000-9 Agreement No. 5967 B. Provide identification tags on each conductor entering panel, switch, junction box and pull box to identify conductor. 3.10 UNDERGROUND PULL BOXES: A. Set underground pull boxes at +3" above highest adjacent grade level. B. No splices in Fire Alarm or Signal System conductors are permitted. C. Size per NEC. D. Provide nameplate on all covers. "ELEC" 3.11 CONDUCTOR JOINTS AND TAPING: Make joints in conductors smaller than No. 6 AWG with solderless, tapeless, wing nut type pressure cable connector. Join conductors No. 6 AWG and larger together with approved type or pressure connector and tape to provide insulation not less than that of the conductor. Make connections to switch or bus bar with one-piece copper lugs for conductors No. 8 AWG or larger. 3.12 GROUNDING: Provide grounding for entire electrical installation as required by the serving utility and codes mentioned in these specifications. Including: A. Conduit. B. Neutral or identified conductor of interior wiring system. C. Power and lighting panelboards. D. Non-current carrying metal parts or fixed equipment. END OF SECTION ACACIA PARK ELECTRICAL Technical Specifications Section 16000-10 Agreement No. 5967 Acacia Park 2-5 Play Equipment Specs 9/& landscape structures 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified FRONT VIEW Protective Surfacing Smart Pla ® 223857 Loft Page 1 of 52 © 2020 by Landscape Structures. All rights reserved 19hM A reementMrANI Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref r4rf'.53131MI 10 ASTM F1487.) landscape Certified structures® BACK VIEW --------- -- Talk Tube Belt Climber Crawl Tunnel 2 Hammock Bush Panel w/ Image Block Set Slide Protective Surfacing Smarta11 ® 223857 Loft Page 2 of 52 ............................................ ....................... ... 11 ..................... -A� (D 2020 by Landscape Structures. All rights reserved PLAN VIEW/FOOTING LAYOUT +Y Agreement NO. 5967 /\ /\ A]J A77r A5 , A47 22� Al A8 -y ` / ^�4y '` --- < ` ~~^ ' /` ['' 'UU UU `Ab ` All A9 Al -Y / 1O W. | |Jl |X (ft_in) }y (ft -in) |DisL to 0| DN An | | N.| i[\ l X /m\ | Y /m\ lDisL to U| DIA (cm) 1 Al 0. 0. on 12 1 Al 00 0.00 000 30 2 A2 0" -2'-3" 2'-3" 12 2 A2 0.00 -089 0.69 30 3 A3 -2'-3" O" 2'-3- 12 3 A3 -0i89 0.00 [iGB 30 4 A4 -2'-7° 4" 20-8° 12 4 A4 -0.80 0.11 0.80 30 5 A5 -3" 3' 3' 12 5 N5 -0.07 0.80 0.91 30 G A6 -2'-3" -2'-3" 3'-2" 12 S A8 -[\M -[iGy 0.97 30 7 A7 -2'-1" 3" 3'-7" 12 7 A7 -0.63 0.90 1.10 30 B AB 4'-4" -3" 4* -4~ 12 8 AB 1.31 -0L08 1.31 30 8 A@ 4'-4" -2'-1' 4'-9- 12 g A9 1.31 -0.62 1.45 30 10 A10 2'-1U" -5' 5'-9° 12 10 A10 [iBG -1.52 1.76 30 11 All Q" -5'-1O" 5'-1O^ 12 11 All 0.01 -1.78 1.78 30 12 Al2 -2'-4" -5'-10" 8'-3" 12 12 /12 -0\70 -1.78 1.92 30 13 A13 -5'-6" 3'-2~ 6'-4~ 12 ' 13 A13 -1.68 0.98 1.94 JD 14 A14 -5'-1" -5'-1' 7'-2" 12 14 A14 -1.54 -1.54 2.17 30 15 A15 O~ -8'-7" 8/-7° 12 15 A15 0.01 -2.62 2.62 30 16 Al -2'-4" -8/-7" 8/-11" 12 18 A16 -0.70 -2.62 2.71 JO 17 A17 -8^-1° -1'-2" 9'-2= 12 17 A17 -2.77 -0.35 2.79 30 18 A18 -1'-2" -9'-8" 0'-9- 12 18 A18 -0,34 -2.95 2.87 30 19 A19 U° -10'-2" 10'-2° 12 19 A19 0.01 -3.09 3.09 30 Smart aV®R 223857 Loft Page 3 of 52 9/& landscape structures (2) Rear Vertical Corners (222615) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 1 FRAME ASSEMBLY p 0 ®��q ----------- 0 Base (224545) NOTE: See sheet 6 for direct bury and surface mount details. ee .a ----------- ----- t 0 (2) Front Vertical Corners (222614) o 9 (4) Club House 2-5 Steel Base (222511) DETAIL TYPICAL ATTACHMENT ---------------------------------- NOTE: Install bolts snug at first, tighten (16) 3/8" x 7/8" BHCS w/Pin (100196) when frame is fully w/ 3/8" SAE Flat Washers (100365) --- assembled. & (16) 3/8" Standard Hex Nuts (100327) w/ 3/8" SAE Flat Washers (100365) (Nuts On Outside Of Frame) Smart Pla ® 223857 Loft Page 4 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified Steel Frame 11 (224297) Steel Frame 5 Steel Frame 8 (224291) (224294) Steel Frame 10 Steel Frame 6 (224296). (224292) Steel Frame 7 j Steel Frame 4 (224293) — — (224290) c o o �� m me �® a Steel Frame 3 (224289) R ao o \ Steel Frame 9 I F \ (224295) NOTE: Discard base when frame is fully assembled and tightened. NOTE: Install bolts snug at first, tighten when frame is fully assembled. le O �Q - ,a o � rIo j NOTE: Align matching numbers on upper steel frames. DETAIL TYPICAL ATTACHMENT �7 J �J (32) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers (100365) & (32) 3/8" Standard Hex Nuts (100327) w/ 3/8" SAE Flat Washers (100365) (Nuts On Outside Of Frame) Smart Pla ® 223857 Loft Page 5 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) landscape Certified structures® DETAIL SURFACE MOUNT 1) (Surface Mount) After frame has been assembled and placed in final location, drill Typical Frame 3/8" x 3" deep holes through frame tabs into 3/8" Standard Hex Nuts & Support concrete slab using 3/8" masonry bit and w/ 3/8" SAE Flat Washers Unitary hammer drill. Tap 3/8" x 2 3/4" expansion Protective anchors into drilled holes and fasten with Surfacing 3/8" standard hex nuts and 3/8" SAE flat 3/8" x 2 3/4" I washers. An cchorson a 2) (Direct Bury) After frame has been assem- _ Concrete Slab bled, remove base and attach direct bury - legs. Crushed Rock —_I— IM I_1 Subgrade DETAIL DETAIL FRAME W/ANCHORS (SM) 9 DIRECT BURY -V- Finished Grade Loose Fi l l y Protective Surfacing Subgrade --ItI—1 7CD CO CO _IE o Concrete •- a / a b Typical Frame N DETAIL &Support a LEG ATTACHMENT (DB) a Crushed Rock (4) 3/8" x 7/8 121, BHCS w/Pin 0 (300) /I (100327) w/ 3/8" SAE Flat Washers (4) Frames (100365) (4) Direct Bury Legs \ (225161) Smart Pla ® 223857 Loft Page 6 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Assemble talk tube as shown on sheets 35, 36 & 37. Attach tabs and talk tube assembly to frame. ° 11ACAII TAB ATTACHMENT "\°\ (7) 3/8" x 7/8" BHCS w/Pin (100196) w/3/8" SAE Flat Washers (100365) (5) Frame -- Il Tabs (Leaf) (223198) (7) 3/8" Standard Hex Nuts (100327) w/ 3/8" SAE Flat Washers (100365) ;a ° 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 2 ° ° n ° Talk Tube (SM) (224410) Talk Tube (DB) (225756) See sheet 35 & 36 for Talk Tube Detail. Talk Tube (SM) (225441) Smart Pia ® 223857 Loft Page 7 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach lower panels. 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 3 IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. DETAIL PANEL TO FRAME ATTACHMENT Frame (TYPICAL) i i" (16) 5/16" x 3/4" BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers (223956) (224326)_ _ -ame Spacer 25123) ,er Left Panel 1325) Smart Pla ® 223857 Loft Page 8 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved r- -T PA 't- CVAmvA, v V-1 - P', I" " cx�.\Cs 't' JIB 131e� SIN- -\U' game spacer P/ ( `225123) fi6 N-) INN - -_\ -= r\ -O 4 \x43251 12225111 GOss I.ne ,,a\ef\e eT,;;�e- ?ev pttac gTas ed to 140 * eX .1 'ttar- ,,Iter P -- maf Pia �qevled djivef 0 not use imilotqoe 'A , V419t". 0 �11 j3JACS IWO 31 P-ntA 0 51AG I .0s may., ar-3e 30152 i �2246�/ 1 � �� ' � `k�,\ I ..• 12245121 GOss I.ne ,,a\ef\e eT,;;�e- ?ev pttac gTas ed to 140 * eX .1 'ttar- ,,Iter P -- maf Pia �qevled djivef 0 not use imilotqoe 'A , V419t". 0 �11 j3JACS IWO 31 P-ntA 0 51AG I .0s may., ar-3e 30152 t& %,,dscope. structures Frame (222511) A terial that ctIve suriaoing Me rote i al least the Choose a P . ht Value 0 pattlFall Won Critical Oe19 Pccessible has 3 Highest ment (Rel. height of the adjacent equil' Height O5 the ISO 40 el. ASTMF1487) 0 certille DF -TAIL ATTACHMENT LOWER rRot4.f PANEL AT 7/8 " 6"CS \'Nlpkn (5) 0196) 31B A ,318,, SAF Flat (10\N &'31B" \Nasl)ers (10()3135) me Spacer Flange N"t (100353) "a5123) (22 �w k ----- ----- --- ---- -------- ---- ----- --- - ----- - ------- --- - ------- --------------- --- --------- ------ ---------------------------- Bubble (119BB3) 0 -TE.. Attach bubble after panel N is attached to frame. 0 )24501) q —14512) Lower Front Panel (224323) 12) Y, 718" CS WIPM (100196) wi318" SAE Fiatashers (100 5)&3/8 ('00 353) Flan e "t (4)5/16 3/4" 7) Bl. -ICS (223111) w/5116" SAES 3956) 'N V-4 use impact drive, )R1 -A.14-v Do not ,,,,Pi,.'Tofque 5ft- IMPC j6,, %31�" BRCS (2) Grass on 51 Pefroalene lbs ma)(Imum' permalene NOTE: Attach grass to frame Pa 10 at 52 after panel is attached Page 223857 LOft smapia y- 'All,igh1s,eselled W,dscape st"Otufes 0, 2_020 by Lan 3nciscolpe Struct I , % % ; f. vgt I , , I id t)f -VXIL PA - - \-e-al pane\ 224492) Flower 12 224079) (Fled) see att3ct detill on , Q 20,zu -Y - (A U\-, �Nasviefs t �Ao()353) Frame Spacer P, F,ame222511) e .(2,25123) \-e-al pane\ 224492) Flower 12 224079) (Fled) see att3ct detill on , Q 20,zu -Y - londscolpe uc Sir 'jurev j_oWf-?' Belt Climber Bracket (222511 �fa�ne DETN�` pTT P'C"Mf B"CS wipin N3('3,5PE Fiat AoOA36)&3' B (Nas)efs (1 0AO0363) Flange Nut IS9 ---- - --- ---- I \11x IS------- --- -- V N , All NIN li, \ .2a,levie frame. SS !per gr ached to tactl gr tt is att C ed to t4o -Vf :P -el Eaojt:erV2a,r%%el %S SrY1 reserved O 2020 by \-a"a5ape O Structures ,fN \ Panel _oNNeT Right �2,24324) Leal pane\ �2,24492) F\O\Nef sqjnnef (0,)4079 2- ) jan'leflne) ,,t,,,,Ment See 00 stleet 27. detail 5116" X 314" cs BH151A6, ashers SxE 9/& landscape structures 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL SLIDE ATTACHMENT (2) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers (100365) NOTE: Attach spacer to slide first. Then attach lower panel to frame before attaching slide. Q6 Slide Spacer (224498) Slide (127162) DETAIL FOOTER ATTACHMENT (2) 3/8" Flat Washers (100362) (2) Rubber Bushings (111442) (2) 3/8" Flat Washers (100362) (2) 3/8" x 1 1/4" BHCS w/Pin Limited Thread Bolts (100292) Slide Footer SM (151013) ----------- DB (164365) NOTE: Attach footer before attaching slide to structure. NOTE: Attach bolts in the center of the footer slots to allow for expansion and contraction. Snug bolts down only, do not overtighten! Smart Pla ® 223857 Loft Page 13 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach slide spacer and footer to slide. Attach slide spacer to steel base using 3/8" x 7/8" BHCS w/pin with 3/8" SAE flat washers & 3/8" standard hex nuts with 3/8" SAE flat washers. Refer to sheet 13. STEP 4 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified (2) 3/8" Standard Hex Nuts (100327) w/ 3/8" SAE Flat . Washers (100365) Frame Spacer (225123) Slide Spacer (224498) Y. Slide (127162) ,w � ". �uaa.�' wvvc� "c,a r a" "c. .+�y• first, then attach slide. Smart Pla ® 223857 Loft Page 14 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach deck. Notch for . slide Slide DECK FRAME (TOP VIEW) lldp� A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 5 DETAIL DECK ATTACHMENT !j (4) Holes for rug attachment X/" Deck Frame #225039 (8) FHCS 3/8" x 1-1/2" (151421) Deck i Smart Pla ® 223857 Loft Page 15 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach upper panels. Upper Right Panel (224328) Upper Rear Panel (224330) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 6 DETAIL PANEL TO FRAME ATTACHMENT (TYPICAL) (16) 5/16" x 3/4" BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers Frame Upper Front Panel (223956) (224327) .Frame Spacer D (225128) Smart Pla ® 223857 Loft Page 16 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL WINDOW FRAME ATTACHMENT Steel Frame 4 (6) 3/8" x 7/8" BHCS (224290) (100 196) w/Pin w/ 3/8" SAE Flat Washers (100365) (6) 3/8" Flange- Nuts w/Pin (100353) \ (6) 5/16" x 3/4" BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers (223956) i i i i i i P Rear Window Frame (224414) i i i Frame Spacer B (225124) Upper Rear Panel (224330) i i i i i r J i i i Rear Window Polycarbonate (224499) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. Smart Pla ® 223857 Loft Page 17 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) landscape Certified structures® DETAIL UPPER FRONT PANEL ATTACHMENT Steel Frame 3 (224289) (6) 3/8" Flange Nuts w/PIn (6) 3/8" x 7/8" BHCS Front C Trim Tc (22435 (7) 5/16' BHCS N (223807 w/ 5/16" Flat Wai (22395E IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. riunl uuui Trim Right (224355) 'anel Smart Pla ® 223857 Loft Page 18 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Steel Frame 10 (224296) Froni Trim (224: Froni Trim (224: DE' HANDLE Al (4) 3/8" x 2" BHCS w/Pin --- (100173) (2) Door Trim (224356) (224358) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL UPPER RIGHT PANEL ATTACHMENT (6) 3/8" Flange Nuts w/Pin (6) 3/8" x 7/8" BHCS (100353) ..,/Din ilnnloaN... /'1/Q„ w/ 5/16" SAE Flat Washers (223956) (2) Handles (105752) Front Door Trim Right (224358) 'anel IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. Smart Pla ® 223857 Loft Page 19 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) landscape Certified structures® DETAIL UPPER LEFT PANEL ATTACHMENT Frame Spacer D (5) 3/8" Flange (225128) Nuts w/Pin (5) 3/8" x 7/8" BHCS % (100353) w/PIn (100 196) w/ 3/8" SAE Flat Washers / (100365) Find Panel DigiFuse / (224527) Left Panel (258779) (4) #14 x 3/4" BHCS Torx (127872) Smart Pla ® 223857 Loft Page 20 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach front and rear roof panels. Roof Rear Panel (224332) Rear Peak Window Frame (224412) (12) 3/8" Flange Nuts w/Pin (100353) Roof Rear Panel (224332) Rear Peak Window Frame (224412) I9hM A reementMrANI Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref r4rf'.53131MI 10 ASTM F1487.) Certified STEP 7 Frame Spacer C (225125) MM, ___--Roof Front Panel (224331) Front Peak Window Frame (224411) (12) 3/8" x 7/8" BHCS w/Pin (100 196) w/ 3/8" SAE Flat Washers (100365) C, M (4) 5/16" x 3/4" BHCS (223807) w/5/16" SAE Flat Washers (223956) Smart Pia ®R 223857 Loft Page 21 of 52 .............................................. ..................... (D 2020 by Landscape Structures. All rights reserved 9/& landscape structures Roof Trim 3 (224419 ) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL ROOF TRIM ATTACHMENT (BOTTOM VIEW) Roof -----------(2) 5/16" x 3/4" BHCS w/Pin / (223807) (22) 90° w/ 5/16" SAE Bracket Flat Washers (223335) (223956) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. Roof Trim 1 (224417) (50) 5/16" x 3/4" BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers (223956) Roof Trim 6 (224421) (2) Roof Trim 2 (224418 ) Smart Pla ® 223857 Loft Page 22 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach roof trim. 2) Attach roof panels. DI ROOF ATTA (INSI dhM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 8 DETAIL ROOF TO FRAME (8) 3/8" x 1 1/4" ATTACHMENT FHCS (100252) Roof Smart Pla ® 223857 Loft Page 23 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach trim. Roof Trim 3 (224419) Upper Rear Trim (224360) Lower Rear Trim (224352) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified STEP 9 IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. (24) 5/16" x 3/4" BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers (223956) Lower Left Trim 2 (224350) DETAIL TRIM ATTACHMENT (INSIDE VIEW) Trim Lower Left Trim 1 (224349) Smart Pla ® 223857 Loft Page 24 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures® DETAIL TRIM ATTACHMENT (INSIDE VIEW) Trim (24) 5/16" x 3/4"', --X- BHCS w/Pin Frame (223807) w/ 5/16" SAE ✓ Flat Washers -1Q, (223956) Panel Roof Trim 1 (224417) llllv,� A reementMr�Aj Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref r4rf'.53131MI 10 ASTM F1487.) Certified IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. of Trim 2 14418) r Right Trim 351) Smart Pla ®R 223857 Loft Page 25 of 52 *I. 1 (D 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Attach remaining components STEP 10 DETAIL SLIDE HOOD ROOF ATTACHMENT 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified Slide Hood Roof (224361) Slide Hood_ _— -- `, � .Slide Hood Bracket (LH) _ _ — Bracket (RH) (224384) (224385) - - Upper Left Panel (258779) I (4) 1 1/2" x 1 1/2" x 1/8" Angle Brackets (147807) r ---Upper Left Panel (258779) (4) 3/8" Flange Nuts w/Pin Slide Hood Side (LH) (100353) (224363) \ (12) 5/16" x 3/4" BHCS w/PIn (223807) Slide Hood Side (RH) w/ 5/16" SAE (224362) Flat Washers (223956) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft-------__ Ibs maximum. ___-- (4) 3/8" x 7/8" BHCS w/Pin (100 196) w/ 3/8" SAE Flat Washers Smart Pla ® 223857 Loft (100365) Page 26 of 52 .. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures (12) 3/8" x 1 1/8" BHCS w/Pin (100198) w/ 3/8" SAE Flat Washers (100365) (2) 5/16" Flange Nut w/Pin (2) 5/16" Flange � ut (175006) w/Pin (175006) (4) 3/8" (2) 5/16" x 2 1/4" SAE Flat Threaded Rods Washers (225364) (100365) (2) Circle r Travel , .. Panels (224259) _ Leaf.`" Panel ,„ l (224492) I (24) 34' Flange Nut w/Pin (100353) E -fir Flower Spinner 71� (224079) 1 Red (24) 3/8" x 7/8" BHCS w/Pin (100196) w/ Contoured Washers (216834) (6) 5/16" Flange Nuts (175006) (8) Leaf Panels (224492) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified Lower Rear Panel (224'26) (12) Tunnel Attachment Blocks (133047) 30° Tunnel With Flange (120358) — x (12) 3/8" Standard Hex Nuts (100327) M C, z, /I/ (12) 3/8" SAE Flat Washers (100365) I (6) 5/16" x 2 1/4" Threaded Rods (225364) (2) Crawl Tunnel Brackets (225090) (DB) (2) 1000 Brackets (225089) (SM) 300 Tunnel No Flange (139246) Tunnel Bush Panel Tomato (23121) Panel (224438) �L" i. Corn )� Panel (224439) (6) 5/16" Flange Nuts (175006) Broccoli Pepper Panel Panel (224437) (224436) (2) 3/8" Flange Nuts w/Pin (100353) w/ 3/8" x 7/8" BHCS w/Pin (100196) & 3/8" SAE Flat Washers (100365) On Backside Smart Pia ® 223857 Loft Page 27 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures DETAIL BELT CLIMBER ASSEMBLY 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL BELT CLIMBER ATTACHMENT (3) 3/8" Flange (3) 3/8" x 7/8" Nuts w/Pin BHCS w/Pin (100353) Fasteners Also Go Thru (100196) Hidden Upper Panel w/ 3/8" SAE Flat Washers (100365) I Belt Bracket B„ (223023) (123013) Belt Plate B (223087)' (4) 3/8" x 7/8" BHCSo-; I Handhold ., 3/8" Low Crown Cap.- w/ 3/8" SAE Flat T T (4) Washers (100365) Handhold223012) D Nuts (100349) w/ 3/8" SAE Flat Washers (100365) (4) 3/8" Standard Hex Nuts (100327) w/ 3/8" (4) 3/8" x 1 1/8" BHCS w/Pin (10 )198) SAE Flat Washers (2) Belt Climber w/ 3/8" SAE Flat Washers (100365) (100365) _ _� "a :, - Handhold D (223037) Handhold C (223036) DETAIL FOOTER ATTACHMENT (DB) Belt Bracket A (123013) Handhold B (223035) (4) 3/8" x 7/8" BHCSo-; I Handhold w/Pin (100196) (223034) w/ 3/8" SAE Flat T T Washers (100365) Cr (4) 3/8" Standard Hex Nuts (100327) w/ 3/8" N SAE Flat Washers (2) Belt Climber (100365) Footers / (226202) (16) 3/8" Flange Nuts w/Pin (100353) �� _ -- Belt (235187) Handhold C (223011) Handhold B (223010) Handhold A (223008) (16) 3/8" x 7/8" BHCS w/Pin (100196) Belt Plate A (223022) A (4) 3/8" x 1 1/8„ BHCS w/Pin Q, (4) 3/8" Low Crown (100198) Cap Nuts (100349) w/ 3/8" SAE W/ 3/8" SAE Flat Flat Washers Belt Bracket A Washers (100365) (100365) (123013) Smart Pla ® 223857 Loft Page 28 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures (3) 3/8" Low Crown Cap Nuts (100349) w/ 3/8" SAE Flat Washers (100365) �J ') - Cp 19hM A reementMrANI Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref r4rf'.53131MI 10 ASTM F1487.) Certified DETAIL UPPER STAIR BASE ASSEMBLY (3) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers (100365) Top Step (225006) Stair Base A (222878) (10) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers (100365) (2) Stair Base D (223051) (10) 3/8" Low Crown Cap Nuts (100349) w/ 3/8" SAE Flat Washers (100365) 6 0% Smart Pla ®R 223857 Loft Page 29 of 52 *I. MI. — 1,:k i."Ops 1, 1— k. =,�*A I i..;WPWW:U* .............................................. ..................... Ifk' 11 ..................... (D 2020 by Landscape Structures. All rights reserved 9/& landscape structures (2) Brackets (106187) (2) 3/8" x 7/8" BHCS w/Pin (100196) 3/8" SAE Flat Washers (100365) Transfer Base (224234) 19hM A reementMrANI Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment. (Ref r4rf'.53131MI 10 ASTM F1487.) Certified DETAIL LOWER STAIR BASE ASSEMBLY 11 :1111 IF -3 I I BRACKET ATTACHMENT (SM) (INSIDE VIEW) (2) 3/8" Standard Hex Nuts (100327) w/ 3/8" SAE Flat Washers (100365) DETAIL LEG ATTACHMENT (DB) (INSIDE VIEW) Stair Base B 0 (222973) (3) 3/8" Low Crown Cap Nuts (100349 w/ 3/8" SAE Flat -�� \\\ °Y // _____� j Washers (100365) =; //(3) 3/8" x 7/8" BHCS----- w/Pin (100196) 3/8" SAE Flat Washers (100365) (2) Step Side Plates (224276) (6) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washer (100365) (6) 3/8" Low Crown Cap Nuts (100349 w/ 3/8" SAE Flat Washers (100365) Smart Pla ®R 223857 Loft Page 30 of 52 *I. 1,:k i. -s- 1, 1- k. =,�*A I i..;WPWW:U* .............................................. ..................... Ifk' 11 ..................... (D 2020 by Landscape Structures. All rights reserved (2) 3/8" 'Standard Hex Nuts (100327) Stair- i w/ 3/8" SAE Base B --------- Flat Washers (222973) It- (100365) ------------ Leg (2) 3/8" x 7/8" (185609) BHCS w/Pin (1001 96) 3/8" SAE Flat Washers (100365) Stair Base B 0 (222973) (3) 3/8" Low Crown Cap Nuts (100349 w/ 3/8" SAE Flat -�� \\\ °Y // _____� j Washers (100365) =; //(3) 3/8" x 7/8" BHCS----- w/Pin (100196) 3/8" SAE Flat Washers (100365) (2) Step Side Plates (224276) (6) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washer (100365) (6) 3/8" Low Crown Cap Nuts (100349 w/ 3/8" SAE Flat Washers (100365) Smart Pla ®R 223857 Loft Page 30 of 52 *I. 1,:k i. -s- 1, 1- k. =,�*A I i..;WPWW:U* .............................................. ..................... Ifk' 11 ..................... (D 2020 by Landscape Structures. All rights reserved 9/& landscape structures 01 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL UPPER &LOWER STAIR BASE ASSEMBLY DETAIL UPPER & LOWER STAIR BASE ATTACHMENT (3) 3/8" Low Crown Cap Nuts (100349) w/ 3/8" SAE Flat Washers (100365) \ Q� \/ (3) 3/8" x 7/8" BHCS w/PIn (100196) 3/8" SAE Flat Washers (100365) DETAIL UPPER STAIR BASE TO ASY ATTACHMENT (3) 3/8" Flange Nuts w/Pin (100353) 2� Stair Base A\� y, (222878) I ° - ------Stair Transfer ° Base B Base (222973) (224234) r (3) 3/8" x 7/8" BHCS — w/Pin (100196) w/ 3/8" SAE Flat Washer (100365) Smart Pla ® 223857 Loft Page 31 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Top Step (225006) (2) Stair Base D (223051) (8) 3/8" x 1 1/4" FHCS (100252) x 1 (8) 3/8" Low --- Crown Cap --- - --� Nuts (100349) w/ 3/8" SAE Flat Washers (100365) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'SOA A oo1 height of the Highest Accessible Part/Fall S014001 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL UPPER STAIR ASSEMBLY (2) 3/8" x 1 1/8" BHCS w/Pin (100198)---- 3/8" 100198) 3/8" SAE Flat Washers (100365) & I 3/8" Low Crown Cap Nuts (100349) 3/8" SAE Flat Washers (100365) (6) 3/8" x 7/8" BHCS w/Pin (100196) 3/8" SAE Flat Washers (100365) & 3/8" Low Crown Cap Nuts (100349) 3/8" SAE Flat Washers (100365) 0 -11 N (2) Tread 3&4 (224249) I Stair Base A (222878) Smart Pla ® 223857 Loft Page 32 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures DETAIL FENCE ASSEMBLY (4) Angle �q Brackets (147807) (8) 3/8" Flange Nuts w/Pin d f (100353) (4) 3/8" x 1 3/8" BHCS w/Pin (113027) -"Tr 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified 0 / (4) 3/8" x 1 3/8 ' BHCS w/Pin (113027) w/ 3/8" SAE Flat Washers (100365) (2) Stair Fence x - 223049 I �q - jell 4�, , IM (2) Step Handrails #224298 Stair Post (225791) (DB) (224253) (SM) I Stair Post (225790) (DB) (223103) (SM)' 0 Smart Pla ® 223857 Loft Page 33 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved (8) 3/8" x 7/8" BHCS w/Pin (4) 3/8" Flange (100196) Nuts w/Pin 3/8" SAE (100353) Flat Washers (100365) (4) Angle �q Brackets (147807) (8) 3/8" Flange Nuts w/Pin d f (100353) (4) 3/8" x 1 3/8" BHCS w/Pin (113027) -"Tr 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified 0 / (4) 3/8" x 1 3/8 ' BHCS w/Pin (113027) w/ 3/8" SAE Flat Washers (100365) (2) Stair Fence x - 223049 I �q - jell 4�, , IM (2) Step Handrails #224298 Stair Post (225791) (DB) (224253) (SM) I Stair Post (225790) (DB) (223103) (SM)' 0 Smart Pla ® 223857 Loft Page 33 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Transfer Post (225792) (DB) (224251) (SM) (9) 3/8" x 1 1/4" FHCS #100252 I � dhM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL LOWER STAIR ASSEMBLY (5) Post Caps (10) 1/4" x 3/8" (223970) Drive Rivets (100611) (Drill Thru Post Cap Transfer Post Using A 1/4" Letter _ (225793) (DB) "F" Drill Bit). (224252 (SM) i y Stair GripX (222991) (9) 3/8" Low Crown Cap Nuts (100349) w/ 3/8" SAE Flat Washers (100365) DETAIL TRANSFER POST ATTACHMENT >I Stair GripX Small (222994) (4) 3/8" x 7/8" BHCS w/Pin (100196) 3/8" SAE Flat Washers (100365) & 3/8" Low Crown Cap Nuts (100349) 3/8" SAE Flat Washers (100365) 0 (4) Labels 0 0 Mail Box Post (225794) (DB) (224272) (SM) Stair Base B (222973) Smart Pla ® 223857 Loft Page 34 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Talk Tube Hose (SM) (2256 8) Talk Tube Tubing (225974) Mail Box Plate (225862) NOTE: Mail box pictorially removed for clarity. NOTE: Attach bottom Talk Tube Hose (SM) first. Attach the upper Talk Tube Hose (SM) second. NOTE: Trim Talk Tube Tubing (225974) to fit. 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL TALK TUBE q (SURFACE MOUNT) s_ --------------------------------- J[ ----------- jT -- NOTE: Drill through holes in talk tube using a 1/4" or "F" drill bit. �� II Talk Tube (SM) (224410) (2) 1/4" x 3 Drive Rivet (100611) Talk Tube Hose Siva (225638) Talk Tube (SM) (225441) (225441) Smart Pla ® 223857 Loft Page 35 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 1) Dig a trench into subgrade between the twc footings for placement of plastic tubing. 2) Cut plastic tubing to correct length for your installation, lay plastic tubing flat in trench 3) Connect plastic tubing to talk tube and mai box plate with rubber couplings and hos clamps. 4) Backfill trench to top of subgrade 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL TALK TUBE (DIRECT BURY) .oCD Finished Grade o o ,� - Loose Fill m - _ Protective io Surfacing III �� Tubing III � 111111 CD M � III Subgrade Concrete a Footing NOTE: Trim Talk Tube Tubing (226212) to fit. Talk Tube (DB) - -i (225756) ------- 1 Rubber Couplings -_ - w/Hose Clamps (173611) Talk Tube Tubing (226212) DETAIL TALK TUBE (DIRECT BURY) Talk Tube Tubing (J (226212) (1) Rubber Couplings w/Hose Clamps (173611) `CI Mail Box Plate (225862) NOTE: Mail box pictorially removed for clarity. Smart Pla ® 223857 Loft Page 36 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) landscape Certified structures® DETAIL TALK TUBE ASSEMBLY (3)#14 X 3/4" BHCS TORX (127872) Talk Tube Bug Screen (146528) o � 0 0 0 0 OQo 0 '00,00",00000,0, pp�Op� 0 000,00000 0 0 00 0 \0 00 \ 0 Talk Tube Permalene Cover (224382) Talk Tube Digifuse (224602) (3) #14 X 3/4" BHCS TORX (127872) Smart Pla ® 223857 Loft Page 37 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Mail Box Talk Tube Plate (225862). (6) 3/16" x 3/8" Blind Rivets (100612) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified Mail Box Flag (225158) (Locate Approx. As Shown) NOTE: Drill through holes (4) 3/8" Standard Hex in flag using a 3/16" drill bit. Nuts (100327) w/ 3/8" SAE Flat Washers (100365) (4) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers (100365) Smart Pla ® 223857 Loft Page 38 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 3/8" Low Crown Cap Nuts (100349) w/ 3/8" SAE Flat Washers (100365) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL HAMMOCK ASSEMBLY (2) Hammock Covers (224338) 3/8" x 7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers .: (100365) Hammock Belt (234002) Hammock Brace (225452) Hammock Footer 2 (225785)(DB) (224337) (SM) (8) 3/8"x 1 1/4" BHCS w/Pin Limited Thread (100292) JD T (8) 3/8" Low Crown Cap Nuts (100349) w/ 3/8" SAE Flat Washers (100365) (4) 1/4" x 3/8" Drive Rivets (100611) (Drill Thru Footer & Brace using a 1/4" Letter "F" Drill Bit). Hammock Footer 1 (225169) (DB) (224336) (SM) Smart Pla ® 223857 Loft Page 39 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Small I (2243E (2) 3/8" Flan Nuts w/Pin (100353) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL SUPPORT ATTACHMENT Bush Panel w/Image (223123) (2) 3/8" x7/8" BHCS w/Pin (100196) w/ 3/8" SAE Flat Washers gii (100 65) 1' ") (3) 3/8" Flange Nuts w/Pin (100353) Bush Footer (226118) (DB) (226117) (SM) DETAIL Pivot Block Set PIVOT BLOCK SET (225373) % - 1/2" Diameter Shafts NOTE: Make (2) (224368) - sure shafts are (2) (224370) fully seated (2)(224371) - - flush with panel. 4 () () - 22438 - - Small Bush 2 (224366) - _ ---- Small Bush 1 - (224365)�-'` Small Bush 1.- Digifuse (224539) r ,o�- NOTE: Attach bush footer to bush panel before bush panel assembly. rfi Small Bush 2 (224366) (3) 3/8" x 1 3/8" BHCS w/ Pin (113027) w/ 3/8" SAE Flat Washers (100365) Bush Panel w/Image (223123) Image Panel Cover Plate (224262) (2) 3/8" Flange Nuts w/Pin (100353) Small Bush 2 Digifuse BHCS Torx (224540) (2) Tab (127872) attached (5) #14 x 3/4" in previous BHCS Torx (7) 5/16" x 3/4" BHCS p BHCS w/Pin (223807) w/ 5/16" steps (2) 3/87/8" BHCS SAE Flat Washers (10 ) 3/8" (223956) SAE Flat Washers (100365) Smart Pla ® 223857 Loft Page 40 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures (2) 3/8" Flange Nuts w/Pin (100353) (3) 3/8" Flange Nuts w/Pin (100353) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall DETAIL S7 i'7 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified SUPPORT ATTACHMENT (2) 3/8" x 7/8" BRCS w/Pin (100 196) w/ 3/8" SAE Flat Washers (100365) ,r -CJ , Small Bush 1 Gear Panel (224365) (225651) DETAIL GEAR PANEL w Small Bush 2 (224366) NOTE: Attach bush footer to gear panel before gear panel assembly. 0 J i (3) 3/8" x 1 3/8" BHCS w/Pin - { ... (113027) w/ 3/8" Z� SAE Flat Washers Bush Footer (100365) (226118) (DB) (226117) (SM)�— /- (2) 3/8" x 7/8" BHCS _ w/Pin (100196)w/ 3/8" SAE Flat Washers (100365) 1' Gear Panel (225651) (2) 3/8" Flange Nuts w/Pin (100353) Fll�l Small Bush 2 (224366) Small Bush 1 ® r .. (224365) Small BushDigifuse ' 1� Alphabet (224524)) (5)#14x3/4" BHCS Torx (127872) 4, Small Bush Digifuse Numbers (( Cpl (224528) (2) Tabs attached in previous step (5) #14 x 3/4" — ------------------HCS Torx (127872) Smart Pla ® 223857 Loft Page 41 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Dormer Trim 4. (224380) Dormer Trim 3 (224379) 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL DORMER ATTACHMENT Dormer Roof Panel 2 (224376) (16) 5/16" x 3/4"--_____ BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers (223956) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. Dormer Roof Panel 1 (224375) (8) 900 Bracket (223335) Dormer Trim 1 (224377) Frim 2 1 Smart Pla ® 223857 Loft Page 42 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Dormer Panel 3 (224374) 950 Bracket (225047) ;P?� NOTE: Brackets are numbered to match panels. Dormer Panel 2 (224369) - 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL DORMER ATTACHMENT 540 Bracket 580 Bracket (22,5045) (225044) (20) 5/16" x 3/1" BHCS w/Pin (223807) w/ 5/16" SAE Flat Washers (223956) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. — r--_;_ -I I� 0 — II � 4-0- 1260 �_ Dormer Panel 1 (224372) y, (2) 850 Brackets (225046) (6) 90° Brackets (223335) 126° Bracket (225048) Smart Pla ® 223857 Loft Page 43 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL DORMER ASSEMBLY (BOTTOM VIEW) 680 Bracket (225040) (2) 5/16" x 3/4"_ BHCS w/Pin (223807) w/ 5/16" SAE Flat Was (223 56)hers /j �j Dormer Panel 2 - (224369) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- T Ibs maximum. D r F -N ------------------ __ Smart Pla ® 223857 Loft Page 44 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 0 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL DORMER TO ROOF ASSEMBLY Insert notch of dormer roof into slot. (4) 3/8" Flange Nuts w/Pin (100353) Eft (4) 3/8" x 7/8" BHCS w/Pin (100 196) w/ 3/8" SAE Flat Washer �\\\\ (100365) �\ NOTE: Attach dormer to roof by using the following hardware to attach to the brackets on the dormer. Smart Pla ® 223857 Loft Page 45 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures DETAIL DORMER WINDOW PANEL ATTACHMENT IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque Oft - lbs maximum. (4) 5/16" x 3/4" --- BHCS w/Pin (223807) w/ 5/16" SAE Flat Washer (223956) 3/8" 1 Nylor (11 �E 3/8" Standard Hex Nut (100327) Dormer Panel 2 (224369) DETAIL CLOCK ASSEMBLY 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified --------- ------ ------- (4) #14 x 3/4" BHCS Torx (127872) Dormer Window Panel (224381) NOTE: After clock has been assembled, attach clock to upper right panel using #14 x 3/4" BHCS Torx. Clock Digifuse (224526) 3/8" SAE Flat Washer (100365) 1/2" Curved Clock Minute Spring Washer Hand (224544) (100380) (Angled Toward Clock) Clock Hour Hand (224543) 3/8" x 1 1/4" BHCS w/Pin 3/8" I.D. Limited Thread Nylon Spacer (100292) Smart Pla ® 223857 Loft Page 46 of 52 .. ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures Seat (224415)_ i 0 01. [J 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL SEAT LOCATION —�� —Seat o� d\ (224415) o o u 0 0 g Qo I 0 ° m m DETAIL SEAT ATTACHMENT NOTE: Attach seat tight against wall panels. (16) 5/16" x 3/4° 1 BHCS w/Pin (223807) w/ 5/16" SAE Flat Washer (223956)TI ov �lo n ------------- (2) Seats (224415 ) (4) Seat Brackets (224416) IMPORTANT! Do not use impact driver on 5/16" x 3/4" BHCS w/Pin. Torque 5ft- Ibs maximum. Smart Pla ®R 223857 Loft Page 47 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) landscape Certified structures® DETAIL RUG ATTACHMENT - - T (4) FHCS 3/8" x 3/4„ (148686) Ru Di iFuse f _- - 9 9 #224605 Deck (4) 1/2" Flat SAE Washer - (113550) & 3/8" Flange Nuts w/Pin (100353) INOTE: Panels are hidden for clarity. ig should be ast. Smart Pla ® 223857 Loft Page 48 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures 19hM A reementT7� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment. (Ref ASTM F1487.) Certified DETAIL INSERT REPLACEMENT 1) If an insert turns freely in the Permalene, then remove the insert. 2) Remove any burrs. 3) Use an adhesive for Plastics that provides a minimum tensile strength of 3,200 psi, and apply it around the insert outer threads. An example includes Plastic Weld like JB Weld. 4) Hand tighten the insert in the hole until snug. Do not over torque. Remove any excessive adhesive, and keep it clear of the inside threads of the insert. 5) Allow adhesive to fully cure before assembling. 6) Hand tighten the bolt into the insert to no more than 5 ft -lbs. Smart Pla ® 223857 Loft Page 49 of 52 .. . ,. © 2020 by Landscape Structures. All rights reserved 9/& landscape structures, Parts List Part# Description Qty. 222511 Chub House 2-5 Steel Base, Specify Color....................4 l 222614 2-5 Vertical Conger Front, Specify Color......................2 l 222615 2-5 Vertical Confer Back, Specify Color.......................2 224292 Steel Frame 6 Roof Front Left, Specify Color .............. l 224291 Steel Frame 5 Roof Front Right, Specify Color............ l 224293 Steel Frame 7 Roof Back Right, Specify Color ............1 l 224294 Steel Frame 8 Roof Back Left, Specify Color ............... l 224295 Steel Frame 9 Roof Left Brace, Specify Color .............. l 224296 Steel Frame 10 Roof Right Brace, Specify Color......... l 224297 Steel Frame 11 Roof Peak, Specify Color ..................... l 224289 Steel Frame 3 Front Brace, Specify Color ..................... l 224290 Steel Frame 4 Back Brace, Specify Color ..................... l 258783 Deck, Black...................................................................1 224323 Lower Front Panel, Acorn ............................................. l 224324 Lower Right Panel, Acorn ............................................. l 224325 Lower Left Panel, Acorn...............................................1 224326 Lower Rear Panel, Acorn..............................................1 224327 Upper Front Panel, Specify Color ................................. l 224328 Upper Right Panel, Specify Color ................................. l 258779 Upper Left Panel, Specify Color ................................... l 224330 Upper Rear Panel, Specify Color..................................1 l 224331 Roof Front Panel, Specify Color...................................1 l 224332 Roof Rear Panel, Specify Color....................................1 224333 Roof Right Panel, Gray.................................................1 224334 Roof Left Panel, Gray .................................................... l 224348 Lower Front Trim, White..............................................1 l 224351 Lower Right Trim, White .............................................. l 224352 Lower Rear Trim, White ................................................ l 224359 Upper Front Trim, White ............................................... l 224360 Upper Rear Trim, White ................................................ l 224418 Roof Trim 2, White........................................................2 l 223335 90' Bracket, White........................................................36 l 223123 Bush Panel w/Image, Leaf ............................................1 l 223198 6-23 Upper Frame Tab, Leaf.........................................5 119689 1/2" Dia. 123.06" Shaft................................................4 l 224368 1/2" Dia. 1 7.58" Shaft..................................................2 l 224370 1/2" Dia. 1 15.32., Shaft................................................2 5 224371 1/2" Dia. 1 19.18" Shaft................................................2 l 224373 1/2" Dia. 126.93" Shaft................................................4 l 225651 Gear Panel, Leaf............................................................ l 127162 40-48 Deck Single Poly Slide, Specify Color ............... l 224498 Slide Spacer, Specify Color ........................................... l 224362 Slide Hood Side, RH, Specify Color ............................. l 224363 Slide Hood Side, LH, Specify Color ............................. l 147807 1 1/2- 1 1 1/2- 1 1/8- Angle Bracket, AL., White......... 8 224384 Slide Hood Bracket, LH, Specify Color ........................ l 224385 Slide Hood Bracket, RH, Specify Color ........................ l 151013 Slide Footer, (SM), Specify Color ................................. l 164365 Slide Footer, (DB), Specify Color ................................. l 224410 Talk Tube (SM), Specify Color ..................................... l 222973 2-5 Stair Base B, Dark Gray .......................................... l 224234 Transfer Base, Dark Gray .............................................. l 222878 2-5 Stair Base A, Dark Gray .......................................... l 223051 2-5 Stair Base D, Dark Gray..........................................2 223103 3" 1 3" Stair Post, (SM),White...................................... l 222991 Stair GripX, Black......................................................... l 223049 2-5 Stair Fence, White...................................................2 1 224252 Transfer Post, (SM), White ............................................ l 224251 Transfer Post, RH, (SM), White....................................1 l 224253 Post, RH, (SM), White..................................................1 224260 Mail Bol, White............................................................ l 224272 Mail Bol Post, (SM), White .......................................... l 224276 Step Side Plate, Dark Grey............................................2 224298 Step Handrail, Specify Color.........................................2 l 235187 Belt Climber Belt, Black ............................................... l Smart ep(2(2 �bgfLoft 223008 BeltClimber Handhold A, Specify Color ...................... l 223010 Belt Climber Handhold B, Specify Color ...................... l 223011 Belt Climber Handhold C, Specify Color ...................... l 223012 Belt Climber Handhold D, Specify Color .....................1 223022 Belt Plate A, Specify Color...........................................1 223023 Belt Bracket B, Specify Color ....................................... l 223034 Belt Climber Handhold A, Specify Color ...................... l 223035 Belt Climber Handhold B, Specify Color ...................... l 223036 Belt Climber Handhold C, Specify Color ...................... l 223037 Belt Climber Handhold D, Specify Color .....................1 223087 Belt Plate B, Specify Color...........................................1 105752 Handle, Al., Specify Color............................................2 224416 Seat Bracket, Specify Color..........................................4 224369 Donner Panel 2, Specify Color.....................................1 224372 Donner Panel 1, Specify Color.....................................1 224374 Donner Panel 3, Specify Color.....................................1 224336 Hammock Footer 1, (SM), Specify Color.....................1 234002 Hammock Belt, Black...................................................1 224338 Hammock Cover, Specify Color...................................2 224337 Hammock Footer 2, (SM), Specify Color ..................... l 223121 Tunnel Bush, Leaf ......................................................... l 139246 30°Tunnel no/Flange, Specify Color ............................. l 120358 30°Tunnel w/Flange, Specify Color .............................. l 133047 Tunnel Attacluuent Block, Specify Color.....................12 119883 Bubble...........................................................................1 224382 Talk Tube Penualene Cover, Specify Color .................. 1 224605 Rug Digifiuse.................................................................. l 224602 Talk Tube Digifiuse........................................................1 224539 Small Bush Digifiuse 1 ...................................................1 224540 Small Bush Digifiuse 2 ...................................................1 224524 Small Bush DigifiuseAlphabet...................................... l 224526 Clock Digifiuse............................................................... l 224527 Find Panel Digifiuse....................................................... l 224528 Small Bush Digifiuse Numbers ...................................... l 224543 Clock Hour Hand, Specify Color..................................1 224544 Clock Minute Hand, Specify Color ............................... l 223013 Belt Bracket A, Specify Color ....................................... l 223970 3" Square Post Cap, Specify Color ................................ 5 224262 Image Panel Cover Plate, Leaf ...................................... l 224545 Base, Specify Color ....................................................... l 225006 Top Step, Dark Gray ...................................................... l 225039 Deck Frame, Specify Color ........................................... l 225040 68° Bracket, White......................................................... l 225044 58° Bracket, White......................................................... l 225045 54° Bracket, White......................................................... l 225046 85° Bracket, White.........................................................2 225047 95° Bracket, White......................................................... l 225048 126° Bracket, White ....................................................... l 225089 100° Bracket, (SM), Leaf...............................................2 225123 Frame Spacer A, Specify Color.....................................3 225124 Frame Spacer B, Specify Color.....................................2 225125 Frame Spacer C, Specify Color.....................................4 225128 Frame Spacer D, Specify Color.....................................2 225158 Mail Bol Flag, Red.......................................................1 225373 Pivot Block Set (134) ....................................................1 225441 Talk Tube RTG, (SM), Specify Color ...........................1 226212 Talk Tube Tubing (DB).................................................1 225452 Hammock Brace, Specify Color .................................... 1 225638 Talk Tube Hose, (SM)...................................................2 225862 Mail Bol Talk Tube Plate, Specify Color ...................... l 225974 Talk Tube Tubing, (SM)................................................1 226202 Belt Climber Footer, (DB), Specify Color ....................2 225756 Talk Tube, DB, Specify Color ....................................... l 225090 Crawl Tunnel Bracket, (DB), Leaf................................2 185609 Bench Leg, (DB), Specify Color ................................... l 225161 Loft Leg, (DB), Specify Color......................................4 225785 Hammock Footer 2, (DB), Specify Color .....................1 225169 Hammock Footer 2, (DB), Specify Color .....................1 225790 Stair Post, (LH), (DB), White ........................................ l 225791 Stair Post, (RH), (DB), White.......................................1 225792 Transfer Post, (LH), (DB), White..................................1 st& landscape structures, 225793 Transfer Post, (RH), (DB), White .................................. l 225794 Mail Bol Post, (DB), White..........................................1 226117 Bush Footer, (SM), Leaf................................................2 226118 Bush Footer, (DB), Leaf................................................2 224414 Rear Window Frame, White .......................................... l 224436 Pepper Pennalene, Tangerine........................................1 224437 Broccoli Pennalene, Limon ........................................... l 224438 Tomato Pennalene, Red ................................................. l 224439 Conn Pennalene, Yellow ................................................ l 224492 Leaf, Limon..................................................................10 224499 Rear Window................................................................. l 224501 Grass Pennalene Left, Leaf...........................................4 224512 Grass Pennalene Right, Leaf.........................................4 224356 Rear Door Trim Left, White .......................................... l 224357 Side Door Trim 2, White ............................................... l 224358 Side Door Trim 3, White ............................................... l 234315 Hdvv Pkg Loft Anchors (SNI)......................................1 100263 3/8" x 2 3/4" Expansion Anchor, ZP ............................ 44 100327 3/8" Standard Hex Nut, SST........................................44 100365 3i8" SAE Flat Washer, SST..........................................44 l 106187 1.75 x 2.625 Angle Bracket ,SST..................................2 1 235123 Hdvv Pkg #1 Loft Frame.............................................1 100196 3/8" x 7/8" BHCS w/Pin, SST......................................59 100327 3/8" Standard Hex Nut, SST ........................................ 59 100365 3i8" SAE Flat Washer, SST.........................................118 235125 Hdvv Pkg #2 Loft Lower Panels/Slide........................l 100196 3/8" x 7/8" BHCS w/Pin, SST......................................35 100292 3i8" x 1 1/4" BHCS w/Pin Limited Thread, SSE .......... 2 100327 3/8" Standard Hex Nut, SST.........................................2 100349 3/8" Low Crown Cap Nut, SST.....................................8 100353 3i8" Flange Nut w/Pin, SST.........................................31 100362 3/8" Flat Washer, SST...................................................4 100365 3i8" SAE Flat Washer, SST..........................................53 111442 #871 Rubber Bushing....................................................2 151121 3/8" x 1 1/2" FHCS, SST..............................................8 175006 5/16" Flange Nut w/Pin, SST ........................................ 8 223807 5/16" x 3/4" BHCS w/Pin, SST....................................32 223956 5/16" SAE Flat Washer, SST........................................32 225364 5/16" x 2 1 /4" Threaded Rod, SST................................4 235126 Hdvv Pkg #3 Loft Lipper Panels/RooUTrim............... l 100173 3/8" x 2" BHCS w/Pin, SST..........................................4 100196 3/8" x 7/8" BHCS w/Pin, SST......................................39 100252 3/8" x 1 1/4" FHCS, SST..............................................8 100349 3/8" Low Crown Cap Nut, SST.....................................8 100353 3i8" Flange Nut w/Pin, SST.........................................39 100365 3i8" SAE Flat Washer, SST..........................................47 223807 5/16" x 3/4" BHCS w/Pin, SST...................................162 223956 5/16" SAE Flat Washer, SST.......................................162 235127 Hdvv Pkg #4 Loft Crawl Tunnel/Belt Climber .......... 1 100196 3/8" x 7/8" BHCS w/Pin, SST......................................46 100198 3/8" x 1 1/8" BHCS w/Pin, SST...................................20 100327 3/8" Standard Hex Nut, SST........................................16 100349 3/8" Low Crown Cap Nut, SST.....................................8 100353 3i8" Flange Nut w/Pin, SST.........................................42 100365 3i8" SAE Flat Washer, SST..........................................50 l 175006 5/16" Flange Nut w/Pin, SST.......................................12 l 216834 Roto Tunnel Contoured Washer...................................24 l 225364 5/16" x 2 1 /4" Threaded Rod, SST................................6 235128 Hdvv Pkg #5 Loft Stairs ............................................... l 100196 3/8" x 7/8" BHCS w/Pin, SST......................................48 2 Smart'1'a')P�hW Loft 100198 3/8" x 1 1/8" BHCS w/Pin, (SM), SSE.........................2 100252 3/8" x 1 1/4" FHCS, SST.............................................17 100327 3/8" Standard Hex Nut, SST.........................................2 100349 3/8" Low Crown Cap Nut, SST....................................54 100353 3i8" Flange Nut w/Pin, SST.........................................15 100365 3i8" SAE Flat Washer, SST.........................................110 100611 1/4" x 3i8" Drive Rivet, AL./SST................................10 113027 3/8" x 1 3/8" BHCS w/Pin, SST....................................8 235129 Hdvv Pkg #6 Loft Bush Panels/Hammock/Slide Hood... l 100196 3/8" x 7/8" BHCS w/Pin, SST......................................13 100292 3i8" x 1 1/4" BHCS w/Pin Limited Thread, SSE .......... 8 100349 3i8" Low Crown Cap Nut, SST.....................................9 100353 3i8" Flange Nut w/Pin, SST.........................................18 100365 3i8" SAE Flat Washer, SST..........................................28 100611 1/4" x 3i8" Drive Rivet, AL./SST.................................4 113027 3/8" x 1 3/8" BHCS w/Pin, SST....................................6 127872 #14 x 3/4" BHCS Torx, SST........................................20 223807 5/16" x 3/4" BHCS w/Pin, SST....................................19 223956 5i 16" SAE Flat Washer, SST........................................19 235130 Hdvv Pkg #7 Loft Accessories ......................................... l 100292 3i8" x 1 1/4" BHCS w/Pin Limited Thread, SSE .......... 1 100327 3/8" Standard Hex Nut, SST.........................................1 100353 3i8" Flange Nut w/Pin, SST..........................................4 100365 3i8" SAE Flat Washer, SST...........................................1 100380 lit" Curved Spring Washer, SST..................................1 112501 3i8" I.D. Nylon Spacer..................................................3 113550 lit" SAE Flat Washer, SST...........................................4 127872 #14 x 3/4" BHCS Torx, SST.........................................8 148686 3/8" x 3/4" FHCS, SST.................................................4 223807 5/16" x 3/4" BHCS w/Pin, SST....................................16 223956 5i 16" SAE Flat Washer, SST........................................16 235131 Hdvv Pkg #8 Loft talk Tube/Nlail Boz (SNI)...................1 100196 3/8" x 7/8" BHCS w/Pin, SST.......................................4 100327 3i8" Standard Hex Nut, SST.........................................4 100365 3i8" SAE Flat Washer, SST...........................................8 100611 1/4" x 3i8" Drive Rivet, AL./SST.................................2 100612 3/16" x 3/8" Blind AA...................................................6 127872 #14 x 3/4" BHCS Torx, SST.........................................6 146528 Talk Tube Bug Screen...................................................1 235132 Hdvv Pkg #8 Loft Talk Tube/Nlail Boz (DB) ..................1 100196 3/8" x 7/8" BHCS w/Pin, SST.......................................4 100327 3i8" Standard Hex Nut, SST.........................................4 100365 3i8" SAE Flat Washer, SST...........................................8 100612 3/16" x 3/8" Blind AA...................................................6 127872 #14 x 3/4" BHCS Torx, SST.........................................6 146528 Talk Tube Bug Screen...................................................1 173611 Rubber Coupling w/SST Hose Clamps . .......................2 226253 Hdw Pkg SmartPlay* Tool Kit..................................1 127463 Bit Hex Tpp T-27(Torx)................................................2 146007 Bit 5/16 6 -Lobe T-45 Tamp...........................................2 146017 Key 5/16i 6 -Lobe T-45 ..................................................2 148680 Bit 5/16 6 -Lobe T-40 Tamp...........................................4 182734 Labels 2-5 Hardware Package..................................1 115176 Hard Surface Warning Label ASTM .............................1 156845 Play Safe Label 2-5 Yrs ................................................. l 182212 Entanglement Warning Label ........................................ l 182213 Hot Surface Warning Label ........................................... l 238569 Loft Boxed Set............................................................1 222994 Stair GripX Small, Black ............................................... l 224249 Tread 3 & 4, Black ........................................................ 2 224349 Lower Left Trim 1, White.............................................1 9/& landscape structures, 224350 Lower Left Trim 2, White.............................................1 224353 Front Door Trim Left, White ......................................... l 224354 Front Door Trim Top, White .......................................... l 224355 Front Door Trim Right, White ....................................... l 224361 Slide Hood Roof, Gray .................................................. l 224365 Small Bush 1, Leaf........................................................2 224366 Small Bush 2, Leaf........................................................2 224375 Donner Roof Panel 1, Gray ........................................... l 224376 Donner Roof Panel 2, Gray............................................1 224377 Donner Trim 1, White...................................................1 224378 Donner Trim 2, White ................................................... l 224379 Donner Trim 3, White ................................................... l 224380 Donner Trim 4, White ................................................... l 224381 Donner Window Panel, White......................................1 224411 Front Peak Window Frame, White ................................ l 224412 Rear Peak Window Frame, White.................................1 224413 Roof Window Frame, White .......................................... l 224415 Seat, Acorn....................................................................2 224417 Roof Trim 1, White........................................................1 224419 Roof Trim 3, White ........................................................ l 224420 Roof Trim 4, White ........................................................ l 224421 Roof Trim 6, White ........................................................ l 224079 Flower Spinner, Red ...................................................... l 224079 Flower Spinner, Tangerine ............................................. l 224500 Roof Window................................................................. l 224259 Circle Travel Panel, Limon...........................................4 SNI = Surface Blount DB = Direct Bury Specifications Frame: 7GA. (.179")(4,54 mm) thick HRPO steel. Finish: ProShield''', color specified. Window: 3/16" (4,74 mm) Thick clear polycarbonate. Fence Post: 7GA. (.179")(4,54 mm) thick HRPO steel. Finish: ProShield''', white in color. Stair Base: 7GA. (.179")(4,54 mm) thick HRPO steel. Finish: ProShield''', dark gray in color. GripY Panels: .750" (19,05 null) Thick Penualene, black in color. Panels: Recycled Penualene', color specified. SmariofayW1hffi Loft Loft Leg: Weldment comprised of 1.660" (42,16 mm) O.D. RS40 (.108"-.132" )(2,15 null -2,41 null) galvanized steel tubing, and 3/8" (9,52 mm) stainless steel weld slug. Finish: ProShield''', color specified. Talk Tube: Weldment comprised of 1.600" (40,64 mm) O.D. RS20 (.085"-.095")(2,15 null -2,41 null) galvanized steel tubing, 14 GA. (.079") (2,00 null) cold rolled steel sheet zinc plate, and 3/16" (4,74 null) HRPO steel sheet. Finish: ProShield'', color specified. Talk Tube Cover: Recycled Penualene', color specified. Bug Screen: Weave .011 (0,27 nuli) Ga. charcoal fiberglass screen. Belt: Made from .315 (8,00 null) mini rough top 3 -ply rubber belting, black in color. Tunnel: Rotationally molded from U.V stabilized linear low density polyethylene, color specified. Bubble: Vacuum formed .230"(5,84 nuli) x 26 3/8"(669 null) diameter clear polycarbonate. DigiFuse Panel: Made from 1/8" (3,17 null) thick aluminum sheet. Dye sublimation printed digital arrivork is fu sed onto the powder coated substrate. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless othenvise indicated ( see specific product installation/specifications ). Installation Time: DB Approx. 32 labor hours Installation Instructions Handle: Cast aluminum. Finish: ProShield''', color specified. 1) (Direct Bury) Dig footings spaced as shown. Trim: Recycled Penualene, white in color. Fence: Recycled Penualene, white in color. Fence Rail: Weldment comprised of 7GA. (.179")(4,54 mm) thick HRPO steel sheet and 1.029" (26,13 null) O.D. RS20 (.070"-.080")(1,77 null -2,03 null) galvanized steel tubing. Finish: ProShield', color specified. Slide Hood Side: Recycled Penualene', color specified. Slide: Rotationally molded from U. V stabilized linear low density polyethylene, color specified. Slide Footer: Weldment comprised of 2.375" (60,32 mm) O.D. RS20 (.095"-.105")(2,41 null -2,66 null) galvanized steel tubing and 1/4" (6,35 mm) steel plate. Finish: ProShield''', color specified. 2) Assemble structure following Steps & Details shown. 3) (Direct Bury) With structure square, plumb and level, pour concrete footings. Allow concrete to cure a minimum of 72 hours before users are allowed to play on the structure. Surface Mount - Drill 3/8" x 3" deep holes through post and footer plates into concrete slab using 3/8" masonry bit and hammer drill. Tap 3/8" x 2 3/4" expansion anchors into drilled holes and fasten with 3/8" standard hex nuts and 3/8" SAE flat washers. 4) Attach warning labels to structure. 5) Install protective surfacing before users are allowed to play on the structure. Sheet 52 of 52 Document # 26967700 ECO40101832 Document 26967700 replaces 25874600. Loft leg chmige from RS20 to RS40 SM Approx. 26 labor hours Concrete: DB Approx. 24.89 cu. ft. Fall Height: 44" (1066 null) Weight: DB 1925 lbs. SM 1888 lbs. Area Req: 25'-11 1/4" x 27' 1 1/4" (7,90 m x 8,26 m) Overall Height: 96" (2438nun) Installation Instructions Handle: Cast aluminum. Finish: ProShield''', color specified. 1) (Direct Bury) Dig footings spaced as shown. Trim: Recycled Penualene, white in color. Fence: Recycled Penualene, white in color. Fence Rail: Weldment comprised of 7GA. (.179")(4,54 mm) thick HRPO steel sheet and 1.029" (26,13 null) O.D. RS20 (.070"-.080")(1,77 null -2,03 null) galvanized steel tubing. Finish: ProShield', color specified. Slide Hood Side: Recycled Penualene', color specified. Slide: Rotationally molded from U. V stabilized linear low density polyethylene, color specified. Slide Footer: Weldment comprised of 2.375" (60,32 mm) O.D. RS20 (.095"-.105")(2,41 null -2,66 null) galvanized steel tubing and 1/4" (6,35 mm) steel plate. Finish: ProShield''', color specified. 2) Assemble structure following Steps & Details shown. 3) (Direct Bury) With structure square, plumb and level, pour concrete footings. Allow concrete to cure a minimum of 72 hours before users are allowed to play on the structure. Surface Mount - Drill 3/8" x 3" deep holes through post and footer plates into concrete slab using 3/8" masonry bit and hammer drill. Tap 3/8" x 2 3/4" expansion anchors into drilled holes and fasten with 3/8" standard hex nuts and 3/8" SAE flat washers. 4) Attach warning labels to structure. 5) Install protective surfacing before users are allowed to play on the structure. Sheet 52 of 52 Document # 26967700 ECO40101832 Document 26967700 replaces 25874600. Loft leg chmige from RS20 to RS40 9/& landscape structures° Typical PlayBooster Post Top of panel) Top of \ Clamp® w C:) 00 C0 rn m Top Ir �a =peck Marbl Agreement NoSZlALTE Choose a protective surfacing material that Ighm has a Critical Height Value of at least the JL�'II, height of the Highest Accessible Part/Fall 4001 HHeig1487�fthe adjacent equipment (Ref ASTM IO2:61MINAM'Ml' Certified e 35 5�a 935 --__� (2) 3/," Nuts v O O O O°OUO O O O O 0°U O O°U OU O O 000°0 O O Panel Assembly DECK MOUNT 17437800 DETAIL PANELATTACHMENT (2)Typical Offset Hanger Clamp Assemblies Flange /Pin (2) Spacer Tubes (2) 3/8" x 3 3/4" DETAIL BHCS w/Pln TENDERDECKS Panel (4)3/8" Flange Nuts w/Pin Deck_= ---=_I ----------- (4 ) 3/81, ------ --(4)3/8" x'/8" BHCS w/Pin W/ 3/8" SAE Flat Washers NOTE: The Marble Panel is preassembled at the factory. PIayBooster® 173567 Marble Panel Sheet 1 of 2 i I _u—wF/t:uaai+s:....... a:W/LLi4►I:y t=i�utiiriu.rats:2a:u�Rt:ua:/Lat=i��ii[arrl:Fu=/Yti-Y4r1.V II�:T:1 �'IYY r :., © 2010 by Landscape Structures. All rights reserved. Document #17437800 a& landscape structures® Parts List Part# Description 124460 ABOVE DECK 105327 5" Half Clamp, Specify Color ..................... 113729 Offset Hanger Clamp, Specify Color.......... 113468 Spacer Tube, Specify Color ......................... 172698 Marble Panel Assembly, Specify Color ...... 100610 '/," x `/," Drive Rivet, AUSST .................... Qty 124900 Tenderdeck Mounting Hardware Package ........ 124460 ig" x 3 '/," BHCS w/Pin, SST ................................. 100196 ig" S'/," BHCS w/Pin, SST .................................... 100198 ig" x 1 '/g" BHCS w/Pin, SST ................................. 100351 g Tee Nut, SST ....................................................... 100353 ig" Flange Nut w/Pin, SST ...................................... 100365 ig" SAE Flat Washer, SST ....................................... BELOW DECK 105327 5" HalfClamp, Specify Color ................................. 113729 Offset Hanger Clamp, Specify Color ...................... 113468 Spacer Tube, Specify Color ..................................... 113464 Angled Panel Bracket, Specify Color ..................... 172698 Marble Panel Assembly, Specify Color .................. 100610 '/," x `/," Drive Rivet, AUSST ................................ 124947 Below Deck Mounting Hardware Package........ 124460 ig" x 3 '/," BHCS w/Pin, SST ................................. 100195 ig" x `/," BHCS w/Pin, SST .................................... 100198 ig" x 1 'ig" BHCS w/Pin, SST ................................. 100203 `ig" x 2 '/ " BHCS w/Pin, SST ................................. 100351 g Tee Nut, SST ....................................................... 100353 ig" Flange Nut w/Pin, SST ...................................... PlayBooster° 17359flWar re 0anel° Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach panel to the face of the deck, using '/," x '/," BHCS w/pin with'/s" SAE flat washers and'/," flange nuts iv/pin. See Detail. 2) Attach offset hanger clamp assemblies to posts at height shown, us- ing half clamps and'/," x 1 '/," BHCS w/pin with'/s" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp assemblies, using '/," x 3 '/ " BHCS w/pin, spacer tubes and'/," flange nuts w/pin. See Panel At- tachment Detail. 4) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (See Sheet 2 of 2) 1) Attach offset hanger clamp assemblies to posts at height shown, us- ing half clamps and s/," x 1 '/," BHCS w/pin with s/," tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 2) Attach angled panel bracket to bottom of panel, using'/s" x'/,," BHCS w/pin and '/s" flange nuts iv/pin. See Below Deck Mount. 3) Attach angled panel bracket with panel to offset hanger clamp as- semblies, using s/," x 2 '/y" BHCS w/pin. See Below Deck Mount. 4) Attach top of panel to offset hanger clamp assemblies, using'/," x 3 '/," BHCS w/pin, spacer tubes and s/," flange nuts w/pin. See Typical Attachment To Post Detail. 5) Install'/," x s/," drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Assembly sheet. Specifications 6) Install protective surfacing before users are allowed to play on the structure. Marble Panel Assy.: (Panels) Two color Pennalene, color specified. (Poly Panel) Fabricated from .236" thick clear polycarbon- ate. (Marbles) 2" Diameter glass. Angled Panel Brkt: Weldment comprised of .190" thick 5052 aluminum formed angle with (2) 6061-T6 aluminum threaded tubes 1 '/s" O.D. x 1 '/." long. Finish: ProShield''', color specified. Spacer Tube: Made from 6061-T6 aluminum '/," O.D. x 1 "/,,". Finish: ProShield, color specified. Offset Hanger C1ampAssembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific prod- uct installation/specifications). Installation Time: Above Deck Approx.'/, man hour Below Deck Approx. 1 man hour Weight: Above Deck 64 lbs. Below Deck 70 lbs. 9/& landscape structures° Agreement No. 5967 48" or Higher -- Deck _-- -J - Typical __-----"- ___-- PlayBooster - - - _ Post (2)3/$' Flange __---- ` Nuts w/Pin (2) Spacer° Tubes \ Top of Clamp o , 0) O Typical ical Offset_ Hanger Clamp Assemblies (0- Marble Panel _---'-Assembly (2)3/g' X 3 3/4" 0 BHCS w/Pin Lin oti 0 U D o `Y' (2)5/g' X 2 1/4" O O li BHCS w/Pin o 0 DO (4) 3/8" X 5/8" BHCS w/Pin o _' :F_ Top of Clamp See Clamp/Panel A Height Table Angled Panel ---- (4)3/$Flange Bracket Nuts w/Pin Grad°-� Clamp/Panel Height Table \Finished _-r\ _ Below Deck A Protective BELOW 48" 6'/4"/159 Surfacing DECK MOUNT H gherd 14'/2"/368 PlayBooster° 173567 Marble Panel Sheet 2 of 2 •.rr�.�yr:.a�� •..i�.�•�a�_�.............�•w ....... FYt:u:.... 2:x:W1L�iY1:7R i�irti7rii�.rai.s:i:t:u Fx:u:HlLit i�•iii�yrl:Fu/Y�7"4ririi�r�7_�.r1/�7:1tilY�:y[:H� © 2010 by Landscape Structures. All rights reserved. Document #17437800 k& landscape structures (12) 3/8' Low Crown Cap Nuts W/ 3/8" SAE Flat Washers 35 518 g05 Top of Panel "Top ° Clamp 0 m rn e 0 m00 Top of peck d, __- DigiFuse Bubble Panel Use (12) Nylon Spacers Between Bubble & Panel Agreement NOsbXLTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 3 �� !'� Height of the adjacent equipment (Ref l�l�i Eff, Certified ASTM F1487 ) DETAIL PANEL ATTACHMENT Typical PlayBooster Posts (2)Typical Offset Hanger Clamp - Assemblies (2) 3/8" Flange - Nuts w/Pin I, I Panel I (2) Spacer (2)3/811 x 3 /4" Tubes BHCS w/Pin W/ 3/8" SAE (12) 3/g" x 1'/8" Flat Washers BHCS w/Pin W/ 3/8" SAE Flat Washers DETAIL TENDERDECKS I NOTE: Due to the possibility of scratching, it is important to leave packaging on panel until immediately prior to installation. Bubble DECK MOUNT Panel Deck (2)3/a" Standard --- --- --b - Hex Nuts ------- w/ 3/g" SAE Flat Washers (2) 3/8" x'/8" BHCS w/Pin W/ 3/8" SAE Flat Washers PlayBooster° 217908 DigiFuse° Bubble Panel Sheet 1 of 2 © 2016 by Landscape Structures. All rights reserved Document #21814700 A& landscape structures® Parts List PlayBooster° 217908 DigiFuse%ru'66Te Panel Part# Description ABOVE DECK 105327 5" Half Clamp, Specify Color ............ 113729 Offset Hanger Clamp, Specify Color.. 113468 Spacer Tube, Specify Color ................ 119883 Bubble ................................................ 217787 DigFuse Bubble Panel -Space ............. 217788 DigFuse Bubble Panel -Music ............. 217789 DigFuse Bubble Panel -Circus ............ 217790 DigFuse Bubble Panel-Sealife............ 217791 DigFuse Bubble Panel -Adventure...... 217792 DigFuse Bubble Panel -Castle ............. XXXXXX Custom Artwork Panel ....................... Qty. Nylon Spacer: I.D. nylon w asher. Spacer Tube: Made from 6061-T6 aluminum '/Q" O.D. x 1 "/,6 ". Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. * Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F * 879 unless othenvise indicated (see specific product * installation/specifi * Installation Time: 21817 Bubble Hardware Package.......................................1 100198 'iS" 1 1'/," BHCS w/Pin, SST.......................................12 100349 'iS" Low Crown Cap Nut, SST.....................................12 112501 Nylon Spacer................................................................12 100365 'is" SAE Flat Washer, SST............................................2-t 218176 Tenderdeck Mounting Hardware Package ............. 1 100168 'iS" 1 3 '/," BHCS w/Pin, SST.......................................2 100196 '/S" 1'ib" BHCS w/Pin, SST..........................................2 100198 'iS" 1 1 iib" BHCS w/Pin, SST........................................t 100351 a�S�� Tee Nut, SST.............................................................t 100353 'iS" Flange Nut wiPin, SST............................................2 100365 'iS" SAE Flat Washer, SST.............................................6 100327 'iS" Standard Hex BELOW DECK 105327 5" Half Clamp, Specify Color ............ 113729 Offset Hanger Clamp, Specify Color.. 119883 Bubble ................................................ 217787 DigFuse Bubble Panel -Space ............. 217788 DigFuse Bubble Panel -Music ............. 217789 DigFuse Bubble Panel -Circus ............ 217790 DigFuse Bubble Panel-Sealife............ 217791 DigFuse Bubble Panel -Adventure...... 217792 DigFuse Bubble Panel -Castle ............. 100610 'i," x'/," Drive Rivet, ALiSST........... XXXXXX Custom Artwork Panel ....................... Your Order Nut, SST...........................................2 * * * Weight: Above Deck Approx. ;/, man hour Below Deck Approx. 1 man hour Above Deck 36 lbs. Below Deck 39 lbs. cations). Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach bubble to panel with panel laying on its backside. Position the (12) nylon spacers over the panel holes. Place the (12) '/s" x 1 '/Q" BHCS w/pin ivith ;/," SAE flat ivashers through the bubble holes, lower bubble onto panel and secure using low crown cap nuts ivith ;/Q" SAE flat washers from backside of panel. 2) Attach panel to the face of the deck, using'/,"x '/,"BHCS iv/pin ivith SAE flat washers and standard hex nuts ivith SAE flat washers. Refer to the Tenderdeck Detail. 3) Attach offset hanger clamp assemblies to posts at height shown, using half clamps and ;/Q" x 1 '/Q" BRCS iv/pin ivith '/," tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 4) Attach panel to offset hanger clamp assemblies using'/,"x 3 `/," BRCS ivith'/s" SAE flat washers, spacer tubes and'/s" flange nuts iv /pin. See Panel Attachment Detail. * 5) Install protective surfacing before users are allowed to play on the * structure. 4 BELOW DECK (See Sheet 2 of 2) * 21817 Bubble Hardware Package.......................................1 100198 'iS" 1 1'/," BHCS w/Pin, SST.......................................12 100349 'iS" Low Crown Cap Nut, SST.....................................12 112501 Nylon Spacer................................................................12 100365 'is" SAE Flat Washer, SST............................................2-t 139528 Below Deck Mounting Hardware Package ............. 1 113027 'iS" 1 1 BHCS w/Pin, SST........................................t 100198 'iS" 1 1 BHCS w/Pin, SST.......................................8 100351 a/S" Tee Nut, SST............................................................8 100365 'iS" SAE Flat Washer, SST..............................................t 100353 'iS" Flange Nut wiPin, SST.............................................t * =Quantity Determined By Specifications DigiFuse Panel: Made from'/," (6,35 nun) thick aluminum sheet. Dye sublimation printed digital arrivork is fused onto the pow Panel ....................... * * * Weight: Above Deck Approx. ;/, man hour Below Deck Approx. 1 man hour Above Deck 36 lbs. Below Deck 39 lbs. cations). Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach bubble to panel with panel laying on its backside. Position the (12) nylon spacers over the panel holes. Place the (12) '/s" x 1 '/Q" BHCS w/pin ivith ;/," SAE flat ivashers through the bubble holes, lower bubble onto panel and secure using low crown cap nuts ivith ;/Q" SAE flat washers from backside of panel. 2) Attach panel to the face of the deck, using'/,"x '/,"BHCS iv/pin ivith SAE flat washers and standard hex nuts ivith SAE flat washers. Refer to the Tenderdeck Detail. 3) Attach offset hanger clamp assemblies to posts at height shown, using half clamps and ;/Q" x 1 '/Q" BRCS iv/pin ivith '/," tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 4) Attach panel to offset hanger clamp assemblies using'/,"x 3 `/," BRCS ivith'/s" SAE flat washers, spacer tubes and'/s" flange nuts iv /pin. See Panel Attachment Detail. * 5) Install protective surfacing before users are allowed to play on the * structure. 4 BELOW DECK (See Sheet 2 of 2) * 21817 Bubble Hardware Package.......................................1 100198 'iS" 1 1'/," BHCS w/Pin, SST.......................................12 100349 'iS" Low Crown Cap Nut, SST.....................................12 112501 Nylon Spacer................................................................12 100365 'is" SAE Flat Washer, SST............................................2-t 139528 Below Deck Mounting Hardware Package ............. 1 113027 'iS" 1 1 BHCS w/Pin, SST........................................t 100198 'iS" 1 1 BHCS w/Pin, SST.......................................8 100351 a/S" Tee Nut, SST............................................................8 100365 'iS" SAE Flat Washer, SST..............................................t 100353 'iS" Flange Nut wiPin, SST.............................................t * =Quantity Determined By Specifications DigiFuse Panel: Made from'/," (6,35 nun) thick aluminum sheet. Dye sublimation printed digital arrivork is fused onto the pow Your Order dercoated substrate. Bubble: Vacuum formed .230" x 26 ;/Q" diameter clear poly- carbonate. 1) Attach bubble to panel with panel laying on its backside. Position the (12) nylon spacers over the panel holes. Place the (12) '/s" x 1 '/Q" BHCS w/pin ivith ;/," SAE flat ivashers through the bubble holes, lower bubble onto panel and secure using low crown cap nuts ivith ;/Q" SAE flat washers from backside of panel. 2) Attach offset hanger clamp assemblies to posts at heights shown, using half clamps and ;/Q" x 1 '/Q" BRCS iv/pin ivith '/," tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 3) Drill out the lower two pilot holes in panel to '/,," diameter. Spray holes ivith touch-up paint provided to avoid corrosion. 4) Attach panel to offset hanger clamp assemblies using'/,"x 1 '/Q" BRCS iv/pin ivith ;/Q" SAE flat washers and '/s" flange nuts iv/pin. 5) Install'/," x s/Q" drive rivets in a115" half clamps. Refer to the Typical Offset Hanger Clamp Assembly sheet. 6) Install protective surfacing before users are allowed to play on the structure. '-6-19 Added custom aihvoik part NOTE: Due to the possibility of scratching, it is important to leave packaging on panel until immediately prior to installation. Typical PlayBooster Post 56" or Higher _ ----""- '� � Deck _ Use (12) Nylon - (12)1/8" Low Spacers Between Crown Cap Nuts Bubble & Panel w/ 3/8" SAE Flat Washers Top of Clamp — m (4) Typical Offset Hanger Clamp m --- 40- (12) 3/8" x 1 1/$' Assemblies m BHCS w/Pin w/ 3/8" SAE o Flat Washers 0 C:) (o m 0 bubble (4) 3/8' Flancie i o Nuts w/Pin o m T� o rr Lo \ - BELOW DigiFuse DECK -z (4)3/8" x 1 3/8" BHCS w/Pin PannelBubble MOUNT d Grade Protective w/ 3/8" SAE Flat Washers Finlshe Surfacing PlayBooster° 217908 DigiFuse° Bubble Panel Sheet 2 of 2 © 2016 by Landscape Structures. All rights reserved Document #21814700 Agreement No. 5967 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the ISO 14001 height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. landscape � Certified ASTM F1487 ) structures® 218147a NOTE: Due to the possibility of scratching, it is important to leave packaging on panel until immediately prior to installation. Typical PlayBooster Post 56" or Higher _ ----""- '� � Deck _ Use (12) Nylon - (12)1/8" Low Spacers Between Crown Cap Nuts Bubble & Panel w/ 3/8" SAE Flat Washers Top of Clamp — m (4) Typical Offset Hanger Clamp m --- 40- (12) 3/8" x 1 1/$' Assemblies m BHCS w/Pin w/ 3/8" SAE o Flat Washers 0 C:) (o m 0 bubble (4) 3/8' Flancie i o Nuts w/Pin o m T� o rr Lo \ - BELOW DigiFuse DECK -z (4)3/8" x 1 3/8" BHCS w/Pin PannelBubble MOUNT d Grade Protective w/ 3/8" SAE Flat Washers Finlshe Surfacing PlayBooster° 217908 DigiFuse° Bubble Panel Sheet 2 of 2 © 2016 by Landscape Structures. All rights reserved Document #21814700 k& landscape structures Typical \ PlayBooster Post o coo ---'y •—N pane, Top of L Top U' l#-� Camp r 0011 - CI) L0 Cl) 00 Deck; '1 7i \Top —\peck NOTE: Due to the possibility of scratching, it is important to leave packaging on panel until immediately prior to in- stallation. DigiFuse Periscope Panel Agreement NOsbXLTE 111hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 �� !'� Height of the adjacent equipment (Ref la i Eff3 , Certified ASTM F1487 ) 218149 DETAIL PANEL ATTACHMENT (2) Typical Offset Hanger Clamp Assemblies Post Periscope Assembly DECK MOUNT (2)3/8" Fla Nuts w/Pi (2) Sp; Tubes (2)3/8" x 3'/4" BHCS DigiFuse w/ 3/8" SAE Flat Periscope Washers Panel DETAIL TENDERDECKS DigiFus/ (2)3/8° x'/8° Periscope BHCS w/Pin Panel w/ /8" SAE Flat Washers Deck (2)'/8" Standard Hex Nuts w/ 3/8" SAE Flat Washers PlayBooster° 217911 DigiFuse° Periscope Panel Sheet 1of2 �Zrrrr�.�yr:.a �.a•..i�. •�a�eu�l•, iaiw�ZITA ;);3:z6-;.,b1;s:i:6-07 -676 Lai�rst �.ra�••=:i:1-4.YL:]Y! R=i •ii��yy�>1:ulYµY4�iti r•�7_�.rr1Xf�1Y42:yKHF © 2017 by Landscape Structures All rights reserved. Document #22860000 k& landscape structures Agreement No. 5967 218149a NOTE: The minimum height deck above a Ground Level Periscope Panel is 64". Typical PlayBooster, . Post O Periscope O Assembly (4)Typical Offset Hanger Clam Assemblies -r Top of Clamp 0 CD (0 CO (4)3/," Flange Nuts w/Pin Clamp =� Top of p Grade Finished BELOW \ Protective DigiFuse DECK Panel \\ Surfacing Periscope MOUNT NOTE: (4)3/8" x 1 3/8" BRCS w/Pin NOTE: Due to the possibility W/ /8" SAE Flat Washers p Y Dimensions may vary. Adjust for of scratching, it is important age appropriateness. to leave packaging on panel until immediately prior to in- stallation. PlayBoostero 217911 DigiFuse° Periscope Panel t.i�y rYi.F>11:.��kL•i.�l.�.,��:��r•w�:i�ii�i•11_r�XYt:st:ilrrs:t:t:].t�/t si s:It:y.n��irti7 r.�i�.ia�s:t:T:L�l:isu:rYt�.n��[�i[�M�1>FulY�Y4�i�iir��7_�.VI►I:FIr:/Y�: y [:H1i © 2017 by Landscape Structures All rights reserved UVUL landscape structures Mounting (2) 3/," Flange Plate Nuts w/Pin (5) 1/8" Low Crown -------------------- Cap Nuts W/ 3/8" SAE Flat Washers (2) 3/8" x 5/811 BHCS w/Pin 0 Agreement No. 5967 DETAIL PERISCOPE ASSEMBLY ATTACHMENT (BACK OF PANEL) Periscope Assembly --77 r --(2)3 /8" X 1 1 /8" 1 BHCS w/Pin Urethane BHCS w/Pin Bumper 0 x 1 1/811 BHCS w/Pin W/ 3/8" Flat Washer DETAIL SPACER ATTACHMENT (SIDE VIEW) (2) 3/8" X 1 1 /8" BHCS w/Pin (2) '/," Flange Nuts w/Pin T] Spacer DigiFuse ------- ------- Periscope Panel W DigiFuse Periscope Panel Periscope Assembly 191*19r.1-17pill PlayBoostei*O 217911 DigiFuseO Periscope Panel Sheet 2 of 2 1, iamr��ZITA 666-074-V676 Lai instaii rieip 661-4.:6-6;317'4--cai @ 2017 by Landscape Structures All rights reserved. Document #22860000 No. 67PlayBooster° 217911 DigiFuse°Oweementnscope anel landscape structures® Parts List rarm 1jescriptton vty. DigFuse Periscope Panel-Sealife................................... * ABOVE DECK DigFuse Periscope Panel -Adventure ............................. * 217814 DigiFuse Periscope Panel-Sealife.................................. * 217816 DigiFuse Periscope Panel -Adventure ............................ * 217817 DigiFuse Periscope Panel -Castle ................................... * 217818 DigiFuse Periscope Panel -Camping .............................. * 217819 DigiFuse Periscope Panel -Animal Tracks ..................... * 217820 DigiFuse Periscope Panel -Insects .................................. * XXXXXX Custom Artwork Panel .................................................. * 129118 Periscope Assembly, Specify Color ............................... 1 130269 Mounting Plate, Specify Color ...................................... l 228437 Spacer, Black................................................................. l 105327 5" Half Clamp, Specify Color.......................................2 100351 113729 Offset Hanger Clamp, Specify Color .............................2 3/," Flange Nut w/Pin, SST............................................6 113468 Spacer Tube, Specify Color...........................................2 100365 100610 '/'4" x `/b" Drive Rivet, AUSST......................................2 311,11 x I '/b" BHCS w/Pin, SST.......................................4 139534 Tenderdeck Mounting Hardware Package ............. 1 100168 311,11 x 3 /," BHCS, SST..................................................2 100195 3/," x'/," BHCS w/Pin, SST..........................................2 100196 3/," x 7ib" BHCS w/Pin, SST..........................................4 100198 'i," X I '/b" BHCS w/Pin, SST.......................................7 100327 'i," Standard Hex Nut, SST...........................................2 100349 'i," Low Crown Cap Nut, SST ...................................... 5 100351 3115 Tee Nut, SST............................................................4 100353 'i," Flange Nut w/Pin, SST............................................4 100362 3/," Flat Washer, SST.....................................................1 100365 311,11 SAE Flat Washer, SST............................................11 145121 Urethane Bumper........................................................... l Specifications DigiFuse Panel: Made from'/," (6,35 nun) thick aluminum sheet. Dye sublimation printed digital arrivork is fused onto the powdercoated substrate. PeriscopeAssy.: Fabricated from an octagon 14 GA (.075") steel tube vowdercoated, color specified with (2) 18 GA ( 048 ') 304 stainless steel bright annealed ( reflective finishes). Periscope rotates vertically and horizontal- ly. PermaleneR: Black in color. Spacer: Solid color Penualene, black in color. Spacer Tube: Made from 6061-T6 aluminum '/," O.D. x 1 11/1C". Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Mounting Plate: Fabricated from 11 GA (.120") HRPO steel. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tan- �erproof ui design, stainless steel (SST) perASTM F 79 unless othe" use indicated (see specific product installation/specifications ). Installation Time: Above Deck Approx. '/, man hour Below Deck Approx. 1 man hour Weight: Above Deck 601bs. Below Deck 64 lbs. Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach panel to the face of the deck, using '/s" x '/," BRCS w/pin with'/," SAE flat washers and'/," standard hex nuts with '/s" SAE flat washers. Refer to the Tenderdeck Detail. 2) Attach offset hanger clamp assemblies to posts at height shown, using half clamps and '/s" x 1 '/," BHCS iv/pin with'/s" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp assemblies using'/," x 3'/," BHCS with '/s" SAE flat washers, spacer tubes and;/," flange nuts iv/pin. See Panel Attachment Detail. 4) Attach periscope assembly to panel using mounting plate, spacer,'/," x'/," BHCS w/pin,'/," x'/s" BHCS w/pin,'/," x 1 '/," BHCS iv/pin, low crown cap nuts with'/," SAE flat washers and flange nuts iv/pin, as shown. 5) Attach urethane bumper to periscope assembly using'/," x 1 '/," BHCS w/pin with '/s" flat washer and flange nut iv/pin, as shown. 6) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (See Sheet 2 of 2) 1) Attach offset hanger clamp assemblies to posts at heights shown, using half clamps and'/s" x 1 '/," BHCS w/pin with'/s" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 2) Drill out the lower two pilot holes in panel to'/,," diameter. Spray holes with touch-up paint provided to avoid corrosion. 3) Attach panel to offset hanger clamp assemblies using'/," x 1'/," BHCS w/pin with'/s" SAE flat washers and'/," flange nuts w/pin. See Panel Attachment Detail. 4) Attach periscope assembly to panel using mounting plate, spacer,'/," x'/," BHCS w/pin,'/," x'/s" BHCS w/pm, '/," x 1 '/," BHCS iv/pin, low crown cap nuts with'/," SAE flat washers and flange nuts iv/pin, as shown. 5) Attach urethane bumper to periscope assembly using'/," x 1 '/," BHCS w/pin with '/s" flat washer and flange nut iv/pin, as shown. 6) Install'/," x `/s" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing before users are allowed to play on the structure. 2-6-19 Added custom artwork part BELOW DECK 217814 DigFuse Periscope Panel-Sealife................................... * 217816 DigFuse Periscope Panel -Adventure ............................. * 217817 DigFuse Periscope Panel -Castle .................................... * 217818 DigFuse Periscope Panel -Camping ............................... * 217819 DigFuse Periscope Panel -Animal Tracks ...................... * 217820 DigFuse Periscope Panel -Insects ................................... * XXXXXX Custom Artwork Panel .................................................. * 129118 Periscope Assembly, Specify Color ............................... 1 130269 Mounting Plate, Specify Color ...................................... l 139005 Spacer, Black................................................................. l 105327 5" Half Clamp, Specify Color.......................................4 113729 Offset Hanger Clamp, Specify Color .............................4 100610 '/'4" x'/," Drive Rivet, AUSST......................................4 139535 Tenderdeck Mounting Hardware Package ............. 1 100195 311,11 x'/," BHCS w/Pin, SST..........................................2 100196 3/," x 711," BHCS w/Pin, SST..........................................2 100198 3/," X 1 '/b" BHCS w/Pin, SST......................................11 100349 3/," Low Crown Cap Nut, SST ...................................... 5 100351 3/," Tee Nut, SST............................................................8 100353 3/," Flange Nut w/Pin, SST............................................6 100362 311 " Flat Washer, SST.....................................................1 100365 3/," SAE Flat Washer, SST.............................................9 113027 311,11 x I '/b" BHCS w/Pin, SST.......................................4 145121 Urethane Bumper........................................................... l * = Quantity Determined By Your Order Specifications DigiFuse Panel: Made from'/," (6,35 nun) thick aluminum sheet. Dye sublimation printed digital arrivork is fused onto the powdercoated substrate. PeriscopeAssy.: Fabricated from an octagon 14 GA (.075") steel tube vowdercoated, color specified with (2) 18 GA ( 048 ') 304 stainless steel bright annealed ( reflective finishes). Periscope rotates vertically and horizontal- ly. PermaleneR: Black in color. Spacer: Solid color Penualene, black in color. Spacer Tube: Made from 6061-T6 aluminum '/," O.D. x 1 11/1C". Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Mounting Plate: Fabricated from 11 GA (.120") HRPO steel. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tan- �erproof ui design, stainless steel (SST) perASTM F 79 unless othe" use indicated (see specific product installation/specifications ). Installation Time: Above Deck Approx. '/, man hour Below Deck Approx. 1 man hour Weight: Above Deck 601bs. Below Deck 64 lbs. Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach panel to the face of the deck, using '/s" x '/," BRCS w/pin with'/," SAE flat washers and'/," standard hex nuts with '/s" SAE flat washers. Refer to the Tenderdeck Detail. 2) Attach offset hanger clamp assemblies to posts at height shown, using half clamps and '/s" x 1 '/," BHCS iv/pin with'/s" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp assemblies using'/," x 3'/," BHCS with '/s" SAE flat washers, spacer tubes and;/," flange nuts iv/pin. See Panel Attachment Detail. 4) Attach periscope assembly to panel using mounting plate, spacer,'/," x'/," BHCS w/pin,'/," x'/s" BHCS w/pin,'/," x 1 '/," BHCS iv/pin, low crown cap nuts with'/," SAE flat washers and flange nuts iv/pin, as shown. 5) Attach urethane bumper to periscope assembly using'/," x 1 '/," BHCS w/pin with '/s" flat washer and flange nut iv/pin, as shown. 6) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (See Sheet 2 of 2) 1) Attach offset hanger clamp assemblies to posts at heights shown, using half clamps and'/s" x 1 '/," BHCS w/pin with'/s" tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 2) Drill out the lower two pilot holes in panel to'/,," diameter. Spray holes with touch-up paint provided to avoid corrosion. 3) Attach panel to offset hanger clamp assemblies using'/," x 1'/," BHCS w/pin with'/s" SAE flat washers and'/," flange nuts w/pin. See Panel Attachment Detail. 4) Attach periscope assembly to panel using mounting plate, spacer,'/," x'/," BHCS w/pin,'/," x'/s" BHCS w/pm, '/," x 1 '/," BHCS iv/pin, low crown cap nuts with'/," SAE flat washers and flange nuts iv/pin, as shown. 5) Attach urethane bumper to periscope assembly using'/," x 1 '/," BHCS w/pin with '/s" flat washer and flange nut iv/pin, as shown. 6) Install'/," x `/s" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing before users are allowed to play on the structure. 2-6-19 Added custom artwork part Uv& landscape structures (4) Large Leaves (16) 3/8' Low Crown" Cap Nuts w/ 3/g" SAE Flat Washers (4) Palm Roof Gussets \ DETAIL POST ATTACHMENT 77 7/a" 1978 Agreement NosbXLTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 �� !'� Height of the adjacent equipment (Ref la i Eff3 , Certified ASTM F1487 ) (8) 3/8" Low Crown Cap Nuts w/ 3/g' SAE Flat Washers 0 I J v 27" Palm Roof ------ Extension -----Extension 1 —} (4) 1/4" x 3/8" Drive Rivets Typical PlayBooster Roof Post 17854600 (8) 3/8" x 7/811 BHCS w/Pin (4) Small Leaves (16) 3/1" x 5/8" BHCS w/Pin 24" Palm Roof Extension PlayBooster° 178469 Palm Tree Accent Topper Vi�rrr�.�yr:.a�� •..a�.�•�a�eut wi �i�r�i�Z•II:;3HXYt:ich:1136:::u074-46 6 Li.�rstairieip=:i:t:u j1 -,7.T-4 Li.•iiieyr�lKurY,, r4�n■ �r•�7_�.rr1>Ff�lY42:7KHi © 2015 by Landscape Structures All rights reserved Document #21764200 Specifications Roof Extension: Weldment comprised of 5.000" (127 nun) O.D. x 11 GA. steel tube, 4 5/s" (117,47 nun) O.D. x s/16" (4,75 mm) wall steel tube, '/16" (4,75 nun) HRPO steel plate and 5" (127 nun) aluminum post cap. Finish: ProShield', color specified. Roof Gusset: Fabricated from 12 GA. (.105") (2,67 nun) HRPO flat steel. Finish: ProShield, color specified. Leaves: Fabricated from 10 GA. (.135") (3,43 nun) HRPO flat steel. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: Approx. 1 1/, man hours Weight: 134 lbs. Eco 0100591 Document 21764200 replaces 20413300 Changed Palm Roof Gusset. PlayBooster° 178469 Palm Tree hopper landscape structures® Parts List Installation Instructions Part# Description Qty, 1) Fasten leaves to roof extension flanges, using '/s" x 5/," BRCS w/pin 166945 24" Palm Roof Extension, Specify Color ...................... l and Y," low crown cap nuts with Y," SAE flat washers. 166946 166947 Large Leaf, Specify Color.............................................4 Small Leaf, Specify Color.............................................4 2) Fasten roof gussets between leaves, using s/," x'/," BHCS w/pin and 217520 Palm Roof Gusset, Specify Color .................................. 4 '/s" low crown cap nuts with '/s" SAE flat washers. 16707 Palm Leaf Hardware Package 1 3) Insert roof extension into roof post. Using the predrilled 1/4" holes in 100195 '11," `/b" BHCS w/Pin, SST......................................... 16 roof post as a guide, drill 1/4" holes through roof extension. Insert 1/4" 100196 311," X 711"" BHCS w/Pin, SST.......................................... 8 x '/s" drive rivets into drilled holes and tap pin in until it is flush with 100365 311,11 SAE Flat Washer, SST............................................24 rivet head. 100611 'i," x '/b" Drive Rivet, AUSST......................................4 4) Install protective surfacing before users are allowed to play on the structure. Specifications Roof Extension: Weldment comprised of 5.000" (127 nun) O.D. x 11 GA. steel tube, 4 5/s" (117,47 nun) O.D. x s/16" (4,75 mm) wall steel tube, '/16" (4,75 nun) HRPO steel plate and 5" (127 nun) aluminum post cap. Finish: ProShield', color specified. Roof Gusset: Fabricated from 12 GA. (.105") (2,67 nun) HRPO flat steel. Finish: ProShield, color specified. Leaves: Fabricated from 10 GA. (.135") (3,43 nun) HRPO flat steel. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: Approx. 1 1/, man hours Weight: 134 lbs. Eco 0100591 Document 21764200 replaces 20413300 Changed Palm Roof Gusset. k& landscape structures DETAIL SIGN ATTACHMENT (4) 3/8" Low Crown Cap Nuts w/3/a" SAE Flat Washers Large Border (2) Signs Age Appropriate Sign Small Border Sign Post \; Top Of post �' II �hIIIIIIII�IIIII Dili uliii SII m II;d Illllllll iil dl, �luplu',Ih I`'�miiu l pu" Warning Sign DETAIL I a� i (2) #8 X 1/2" (2) Borders BHCS Torx (2) Signs 77 Sign Post n 0 LO (4 ) 3/811 X 1 1/811 BHCS w/Pin W/3/811 SAE Flat Washers Agreement.JLQ.5 7 ISO 14001 DETAIL SURFACE MOUNT (4)'/2" Standard------------------------- �- Hex Nuts w/'/2" Sign Post Flat Washers (4) 1/2" x 2 3/41, Expansion =L Anchors Concrete - ,aQ a'1 IId GP_" / a Compacted --- -- Gravel Model 182503 - Landscape Structures Provided Welcome Sign Model 182504 - Welcome Sign DETAIL DIRECT BURY FOOTING Certified 21325600 Signs Welcome Sign © 2016 by Landscape Structures. All rights reserved Document #22074200 AgnSign landscape structures® Parts List Installation Instructions Part# Description Qty. Direct Bury 219911 Warning Sign,Gray........................................................ l 219912 Age Appropriate Sign, 2-12 Years, Gray ....................... * 1) Dig footing hole to depth and diameter shown. 219913 Age Appropriate Sign, 2-5 Years, Gray ......................... * —) Attach sign panels and borders to post as shown, using'/," x 1'/,"BRCS 219914 Age Appropriate Sign, 5-12 Years, Gray ....................... * 219915 Age Appropriate Sign, 1 1/2-5 Years, Gray ................... * with'/," SAE flat washers and low crown cap nuts with SAE 219916 Age Appropriate Sign, 1 1/2-12 Years, Gray ................. * flat washers. Attach signs to borders using #8 x 1/," BRCS Torx. 219918 Age Appropriate Sign, 6-23 Months, Gray ................... * 3) Set sign assembly in footing hole and temporarily brace in plumb 180598 Sign Post (DB), Specify Color ...................................... 181119 Sign Post (SM), Specify Color ...................................... * position. 193782 Large Border, Black.......................................................1 4) Pour concrete footing. After concrete has cured, remove bracing. 193783 Small Border, Black ...................................................... l Surface Mount 213258 Age/Nyarning Sign Hardware Package ....................1 100198 3/8" s 1 1/8" BHCS w/Pin, SST....................................4 1) Attach sign panels and borders to post as shown, using'/," x 11/," BHCS 100349 3/8" Low Croon Cap Nut, SST.....................................4 with'/," SAE flat washers and low crown cap nuts with SAE 100365 3/8" SAE Flat Washer, SST...........................................8 flat washers. Attach signs to borders using #8 x 1/," BHCS Torx. 168323 #8 s 1/2" BHCS Tors, SST............................................2 169413 1/4-6 Lobe T-15 Tamp. Bit ............................................1 2) With sign in proper position, using a'/,"masonrybit and hanuner drill, drill 3" deep holes into concrete slab through holes in post plate. Tap 121348 4 Hole (SNI) Hardware Package...............................1 '/," x 2'/4" expansion anchors into holes and secure using'/," standard 100266 1/2" s 2 3/4" Expansion Anchor....................................4 hex nuts with 1/_," flat washers. 100322 1/2" Standard Hes Nut, SST..........................................4 100363 1/2" Flat Washer, SST....................................................4 DB = Direct Bury SM = Surface Mount * = Quantity Determined By Your Order Specifications Sign Panel: Panel is fabricated from I/," (.125")(3,17 nun) alumi- num plate. Finish: ProShield"', gray in color. (Sign) Digital image is transfered to a'/," (.125")(3,17 nun) ProShield coated aluminum plate, then infused into the ProShield. Border: Penualene, black in color. Post: Weldment comprised 2.375" (60,33 nmi) O.D. RS20 (.095-.105) (2,41 nun -2,67 mm) wall galvanized tube, 1/," (6,35 nun) HRPO steel sheet and aluminum post cap. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: (DB) Approx. 1 man hour (SM) Approx. V. man hour Concrete Req: Approx. 1.31 cu. ft. Weight: (DB) - 24 lbs. (SM) - 27 lbs. ECO 010073013ocuraent22074200 replaces 21325600 Replacedsigns Agreement No. 5967 Acacia Park 5-12 Play Equipment Specs Agreement No. 5967 110070 is the Site Plan Not an Install doc. 9/& landscape structures° 3/81, X 1 1/81, BHCS w/Pin 3/g" Tee Nut 5" O.D. Post i 1/4" X 5/8" Drive (- Rivet 5" Half Clamp Agreement NoSZlALTE Choose a protective surfacing material that ighm has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height H1487�ftheadjacentequipment (Ref ASTM ��EM] Certified 3-1-94 11002200 5" O.D. Horizontal Beam Pla Booster° Tee Clamp Assembly . 13 © 1994 by Landscape Structures. All rights reserved. Document #11002200 a& landscape structures® J \SPECS\110\11002200 P65 Parts List Part# Description 105327-01 5" Half Clamp, Specify Color 100198-00 ig" x 1 V," BHCS w/Pin, SST 100351-00 ig" Tee Nut, SST ..................... 100610-00 V," x `/g" Drive Rivet, SST .... Specifications Qty 2 4 4 2 Tee/Beam: 356 alloy treated to T-6 hardness and welded to 5" aluminum beams or mechanically fastened to 5" steel beams. Finish: Powdercoat, color specified. Half Clamps: Cast aluminum. Finish: Powdercoat, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific prod- uct installation/specifications). Installation Time: Approx. '/, man hour Weight: 2 lbs. PlayBoosteffee dsmp As°sembly Installation Instructions 1) Locate and mark center of clamp location on 5" pipe. 2) With beam in position, fasten 5" half clamps to tee clamp using'/," x 1 V," BHCS w/Pin and tee nuts as shown. Tighten cap screws evenly. 3) IMPORTANT: Install thrive rivets in half clamps hr thrilling holes in clamhns and into 5"pihne using a'/a" or "F"(w1h) thrill bit. Insert rivet in hole, and hammer rivet Pill in nnntil it is flash with heath. Agreement No. 5967 115176 is a hard surface label Not an Install doc. 9/& landscape structures° NOTE: Surface mounting will not work in all applications. Consult Landscape Structures Inc. for your particular re- quirements. CONCRETE SLAB SPECS • Base under slab to be 4" - 6" of sand over a stable subgrade. • Depth of concrete slab to be 4" - 6" with a wire mesh support. • Minimum of 7 days curing time full cure after 30 days. • Surface of concrete to be trowled smooth and acid etched. • Concrete: 3000 PSI (Min) 30 Days 3500 PSI 3/4 Minus Crushed Rock NOTE: Sufficient protec- tive surfacing must cover hardware to satisfy fall height requirements. Agreement NoSZIALTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 eight f the adjacent equipment (Ref ASTM ��l� Certified H 3-29-01 12194700 o rn/ or Aluminum Plate co oN m('0 Continuously Welded U—) to Upright Post 'aw 0 3/8" x 8" Square Steel DETAIL (4)1/2° 8" Standard 200 3/4n 6 1/2n 3/4n ' 1 165 ' 1g Expansion Anchors o 0 o rn/ or Aluminum Plate co oN m('0 Continuously Welded U—) to Upright Post 'aw 0 3/8" x 8" Square Steel DETAIL (4)1/2° Standard Hex Nuts (4)1/2' Flat Washers pright (4)1/2 r x 2 3/4,. (Post Expansion Anchors Upright _ Post ------------------ �. Concrete Surface f � a - NOTE: Drill 3" 1 deep g hole using hammer drill and 1/2"masonry bit. Tap anchors into concrete and secure with 1/2" standard hex nuts and 1/2" flat washers. PlayBoost&r Concrete Specs, Surface Mount © 2001 by Landscape Structures. All rights reserved. 1-30-07 Doer,ment#1'_t91700replacez#10071000. Updated notes Document #12194700 5 9/& landscape structures," 42" 42" 1070 1070 A A D I_1 Ica 56" 32" Agresetgo. 5967 Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/FallHeight , F1487oSECTIONf the adjacent equipment. (Ref ASTM I I I I' Certified 6-1-95 C Enclosures or components are required on any decks higher than 28" as indicated on your plan drawing. _ o N r" � O Dimension indicates center to center spac- ing of concrete footings. L A C Number indicates height of deck above fin- ished grade. 48" 40" N o d. o Letter indicates post length as indicated on B C { your plan drawing. d \ 40" o Deck 0 _ 0 - \1 16" Deck Enclosures/ Components - Refer to your plan drawing for locations and their respec- tive spec sheets for installation. Vertical Ladders - Refer to your plan draw- ing for locations and the Vertical Ladder spec sheet for installation. Decks - Refer to your plan drawing for heights and orientation. Refer to the appro- priate deck spec sheet for installation. Deck Hanger Clamp Assembly - Refer to the appropriate Deck Assembly spec sheet for installation." Concrete Footings - Refer to the Typical Concrete Footing spec sheet for installation. Kick Plates - Refer to your plan drawing for locations and the Kick Plate spec sheet for installation. Pla Booster General Post/Tenderdeck Information �mvgjegm-MMMMEMMI8 © 1994 by Landscape Structures. All rights reserved. Document #10972201 PlayBooster General Post/Tenderdegt"On�orma on landscape structures�- J \SPECS\109\10972201 P65 Installation Instructions Before Starting, Read the General Construction Guidelines, Installation Hints, All Typical Detail Sheets and Specific In- stallation Instructions for Each Component Labeled on Your Plan. 1) Dig footing holes spaced as shown on the plan and spec sheets. Re fer to the Typical Concrete Footing Spec Sheet. 2) Note the post lengths as shown on the plan and set in their appropri- ate footing holes. The post length is indicated on the finished grade sticker on each post. 3) Mark the appropriate posts for the deck heights you are installing and attach decks to posts at marked height. Refer to the appropriate deck spec sheet for installation. 4) After all the posts are at proper heights and plumb, and the decks are at proper height and level, pour the concrete footings per the Typical Concrete Footing Spec Sheet. 5) Continue installing enclosures and components and pour concrete footings as you progress, making sure everything is plumb and level. 6) When installation is complete, install Drive Rivets in all clamps per the Typical Offset Hanger Clamp Spec Sheet. 7) Install protective surfacing under and around all equipment before users are allowed to play on the structure. 6-1-95 Revision -01 Updated Drawing. a//I/L landscape structures• DETAIL ASSEMBLED CLAMP i Rails At j Same Height______ i Offset Hanger Clamp Assembly (2) 1/8" Tee Nuts 5/8-1 X 2 1/," BHCS w/Pin Offset Hanger Clamp NOTE: Position with offset facing down as shown. See Detail for special applications. Agreement NO•SWOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of ISO 14001 the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) r01111!1111r11M Cerflfled 10-3-97 12382100 The Offset Hanger Clamp allows railsto be installed at same height for special applications, like at 900 to each other as shown, or when there are clamp conflicts, offset can be positioned upward. 1/4" X 5/$1 Drive Rivet i ------------ NOTE: A drive rivet is not required in all applica- tions. See General Rules for Use of Drive Rivets for more information. S' Half Clamp (2) s/$ r X 1 BHCS w/Pin PlayBooster° 114261 Offset Hanger Clamp Assembly rAll- IAIINZ:11�16 11 -Cl 10 01997 by Landscape Structures. All rights reserved. Document#12382100 landscape structures 1:\SPECS\123\12382100.P65 Parts List PlayBooster 114261 Offset Hanger amp Assembly Part# Description Qty 100198-00 '/s" x 1 '/b" BRCS w/Pin, SST.......................................2 100351-00 3/," Tee Nut, SST............................................................2 100610-00 '/," x'/," Drive Rivet, AUSST......................................1 105327-01 5" Half Clamp, Specify Color.......................................1 113729-00 Offset Hanger Clamp, Specify Color ............................1 100203-00 `/s" x 2 '/," BHCS w/Pin, SST.......................................1 Specifications Clamp: Cast aluminum. Finish: Powdercoat, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: Approx. 1/a man hour Weight: 3 lbs. Installation Instructions 1) Locate and mark position of clamp on 5" post 2)Position clamp in proper direction and assemble with'/s" x 1 1/s" BRCS w/pin and'/," tee nuts as shown and lightly tighten. Position rail against clamp and screw in `/s" x 2 1/," BRCS w/pin until rail bottoms out on clamp. Final tighten all fasteners. 3) IMPORTANT: Drill through hole in 5"half clamp and into 5"post with a'/a"or 7" (only) drill bit, insert rivet in hole and hammer rivet pin in until it is flush with head. 10-3-97 Document #1'38'_1-00 reptoces #11-1666-00 Added Drive Rivet NOTE: 2-28-18 Updated drive rivet reference note. Agreement No. 5967 120688 is a danger keep off sign Not an Install doc. Agreement No. 5967 120688 is a danger keep off sign Not an Install doc. 9/& landscape structures° Loose Fill - Protective _ Surfacing III=1 I —I � 1- 111—I III—III X111= Sub9 rade Concrete Agreement NoSZlALTE Choose a protective surfacing material that has a Critical Height Value of at least the +yS'W i��Vy�.L , height of the Highest Accessible Part/Fall ��yy �ryR�yy�,�� 1 " Height f the adjacent equipment (Ref ASTM � I ii 1Certified /........-Typical Component Support A Crushed Rock ---------- 891§91On,MR-W'1-_ E E .� o M 0 CO00 8-25-00 10970900 *An Example: If you are using 12" of 12" loose fill material, your 300 concrete footing will be 22" deep. Minimum 1.2 Cubic Feet of Concrete Required per Support. Pla Booster Concrete Footings, Components 04 © 2000 by Landscape Structures. All rights reserved. 5-25-00 Docmnent #1 237300 replaces #10970900. Added coisiete footme note. Document #13237300 Agreement NOsZffNoTE Choose a protective surfacing material that has a Critical Height Value of at least the l"RJII� , , height of the Highest Accessible Part/Fall �S I0I "—ghtF1487o dscape ftheadjacentequipment (Ref ASTM lan"� i Certified structures® 1-1-01 PlayBooster Installation 1) Before starting installation, study your PlayBooster plan drawing and all installation instructions carefully for location of posts, deck heights, components and safety enclosures. Make sure slides are oriented away from the afternoon sun and that the structure is visible (easily supervised) and accessible. 2) Clear an area large enough for your PlayBooster and at least the required minimum use zone around it, as shown on your plan drawing. The subsurface must be well drained. If the soil does not drain naturally it must be tiled or sloped at '/s" to '/," per foot to a storm sewer or a "French Drain". If your PlayBooster is over 30' in length it is recommended to install more than one "French Drain" or similar system to allow drainage from the center of the play area and decrease the overall slope. If this is not possible, the structure may need to be "stepped" to take up the grade change. 3) Overhead Obstructions: Overhead obstructions within the use zones of playground equipment that are not part of the play structure (for example, tree limbs) shall be at least 84 in. (2130 mm) above each designated play surface or 84 in. (2130 mm) above the pivot point of swings. All overhead utility line clearances above the use zone areas shall comply with all local, state, and national codes, such as the National Electical Safety Code. 4) Locate all mainstructure post footing holes according to the dimensions shown on your PlayBooster plan. This can be accomplished by laying a deck on the ground and measuring from it; by laying out a base line string grid or using a builders transit. This step is very important and worth taking extra time to be precise. Location of component footings such as slide supports can be done at a later time. 5) Refer to the Typical Concrete Footing installation sheet. Dig holes to the proper width and depth as shown. (Only dig enough holes for one day's construction. Do not leave holes open over night.) Pour crushed rock in each hole level ",ith each other and at least 4" deep as shown. This can be easily accomplished either with a builders transit or by laying out hole locations with a string grid, leveling the grid, and measuring down from the grid for each footing. Tamp the crushed rock down until compacted and at proper level. This step is impor- tant to ensure all posts will be at the proper height relative to each other, and it greatly simplifies installation. If the soils are loose or unstable, larger diameter holes may be necessary. Check with a local engineer if in doubt. 6) Start with the lowest deck and work your way to the highest deck following instructions on the installation sheets for typical post/deck assembly. Install barriers and roofs as located on the plan for stability. 7) After the posts are at proper heights and plumb, and the decks are at proper height and level, pour the concrete footings per the Typical Concrete Footing Detail. 8) During construction, the site and all the material on it must be secured when unattended to prevent children from playing on them. Do not leave decks with unprotected openings when unattended -use temporary barri- cades if necessary. 9) Install all other play components per the installation instructions. After all components and enclosures are properly attached, pour the remaining concrete footings per the Typical Concrete Footing Detail. 10) Install protective surfacing material. 11) Attach play hardware such as 'D' rings and swing seats last, after protective surfacing is in place and footings have cured at least 3 days. 12) Carefully and thoroughly inspect the entire PlayBooster to be sure all fastening hardware is tight. According to ASTM F1487, section 6.2 sharp points, edges and protrusions; any exposed bolt ends should not protrude beyond the face of the nut more than two (2) threads. This condition is not planned, but may exist in some applications because materials and finishes will vary. To remedy this situation, add a second nut or washer(s), extras have been added to the spare parts kit. See illustrations on reverse side of this sheet. Children should not be allowed on the structure until this inspection is complete. 13) Before children are allowed on the structure, the site must be cleaned and free of all construction debris and packaging material. Do not burn on the site. Pla Booster® General Construction Guidelines Sheet of © 2001 by Landscape Structures. All rights reserved. Document #13412800 9/& landscape structures° Tools Required Agreement No. 5967 Tools required for installation are an auger, or other equipment for digging 14" diameter footing holes; shovels, rubber mallet, drill (with'/,",'/16", 9/16", "/16" and 3/s" drill bits), tape measure, hex keys or allen wrenches, level, 3/s" socket set, hammer, open end wrench set, screw driver, for surface mount a hammer drill, 3/s" and '/ masonry bits and transit or string line to aid in layout. Some washable felt tip pens are also useful for marking clamp locations. Materials Required All PlarBooster materials are supplied except concrete for footings, protective surfacing mate- rial, and curbing or edging material. With the exception of the special wrenches required (for the pinned hex fasteners) no other tools are supplied. Recycling Many of our packaging materials can be recycled, please take the time to separate and deliver them to a recycler. Thank You. Installation Times Installation times, as noted on the back of the installation sheets, are approxintate and will vary depending on soil conditions, installer's equipment and ability. Times indicated do not include unloading or unpacking equipment. The man hours given are for one person installing (unless otherwise noted). Cut time in half for two people. Technical Services If you have any questions or concerns about the installation of your structure, call our Technical Services Department at: 1-800-328-0035 (7:30 - 5:30p.m. CST/M-F). Illustrations For Note 10, (Reverse Side Of This Sheet) More Than Two (2) Threads Exposed Add Washers Add Another Nut (Align FlatArea) PlayBooster° Installation 6-P1II rY i.l i. Ny.at:2a:y 1�'iui [=1rYat:Y•2:u�YL i•Yta �d►.V (►I FIe'/Y r[:rte © 2001 by Landscape Structures. All rights reserved 1-1-01 Document 413412500 Replaces #12509900 Lrdated Installations Histructions TOP OF GUARDRAIL OR HIGHEST PLATFORM WITH BARRIER PIVOT _ POINT HEIGHT OF a \ HIGHEST TAKEOFF _ PART PLATFORM \ I SLIDES PLATFORM SWINGS CLIMBERS AND CLIMBERS HORIZONTAL LADDERS 1.) Determine the highest accessible part - by definition. 2.) Determine the type of surfacing material desired: • Unitai:i, - Bound rubber type materials for the accessible areas. • Loose -fill - Sand, wood chips, etc. for non -accessible areas. 3.) Select a material that has a Critical Height value of at least the height of the highest accessible part. • According to the CPSC, Critical Height is defined as the maximum height from which the instrumented metal headform, upon impact, yields both a peak decelera- tion of no more than 200 G's and a HIC value of no more than 1,000 when tested in accordance with the procedure described in the ASTM Test Method F1292. • Request independent laboratory test results showing the critical height of each product per the above procedures for commercially available products. The CPSC has tested some common loose -fill materials that are commonly not tested as a protective surfacing. (See back page.) 4.) Cover the designated use zone with the desired materials. If a different type of material is used for the accessible route of travel, make sure the surfaces are maintained flush. Selecting Protective Surfacing for Your Playground Sheet 2 of 2 >ilel rY i. icp;.4=1 k=eh•i i. I �.�•�i i i i4=e•I I_�rF14:uaarr� iF/Y41:'F...a&t:fy1�'iuw[=1rYat:Y.i:erYL s.meYka 7U.yII1:F'... . :'y di=m © 2001 by Landscape Structures. All rights reserved. Document #13412800 Agreement No. 5967 SAFETY NOTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref ASTM landscape F1487) structures® TOP OF GUARDRAIL OR HIGHEST PLATFORM WITH BARRIER PIVOT _ POINT HEIGHT OF a \ HIGHEST TAKEOFF _ PART PLATFORM \ I SLIDES PLATFORM SWINGS CLIMBERS AND CLIMBERS HORIZONTAL LADDERS 1.) Determine the highest accessible part - by definition. 2.) Determine the type of surfacing material desired: • Unitai:i, - Bound rubber type materials for the accessible areas. • Loose -fill - Sand, wood chips, etc. for non -accessible areas. 3.) Select a material that has a Critical Height value of at least the height of the highest accessible part. • According to the CPSC, Critical Height is defined as the maximum height from which the instrumented metal headform, upon impact, yields both a peak decelera- tion of no more than 200 G's and a HIC value of no more than 1,000 when tested in accordance with the procedure described in the ASTM Test Method F1292. • Request independent laboratory test results showing the critical height of each product per the above procedures for commercially available products. The CPSC has tested some common loose -fill materials that are commonly not tested as a protective surfacing. (See back page.) 4.) Cover the designated use zone with the desired materials. If a different type of material is used for the accessible route of travel, make sure the surfaces are maintained flush. Selecting Protective Surfacing for Your Playground Sheet 2 of 2 >ilel rY i. icp;.4=1 k=eh•i i. I �.�•�i i i i4=e•I I_�rF14:uaarr� iF/Y41:'F...a&t:fy1�'iuw[=1rYat:Y.i:erYL s.meYka 7U.yII1:F'... . :'y di=m © 2001 by Landscape Structures. All rights reserved. Document #13412800 9/& landscape structures° Agreemg?14,904967 Choose a protective surfacing material that hasa Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref ASTM F1487.) Critical Heights (in Feet) NA = Not Available * NOTE: Compressed depths most accurately depict conditions on a playground. * An approximation of the maximum fall height from which a life-threatening head injury would not be expected to occur, based on tests in which a headform yielded both a peak deceleration of less than 200 G's and a HIC of less than 1000 upon impact. * Handbook for Public Plalground Safety, published by the U.S. Consumer Prod- ucts Safety Commission, Section 10, Table 2, page 21. Critical Heiahts © 2001 by Landscape Structures. All rights reserved Uncompressed Compressed Depth Depth Material 6" 9" 12" 9" * Wood Mulch ................................................ 7' 10' 11' ............... 10' * Double Shredded Bark Mulch ...................... 6' 10' 11' ................ 7' * Uniform Wood Chips ................................... 6 7' 12' ................ 6' * Fine Sand ..................................................... 5' S' 9' ................ 5' * Coarse Sand ................................................. 5' S' 6' ................ 4' * Fine Gravel .................................................. 6 7' 10' ................ 6' * Medium Gravel ............................................ 5' S' 6' ................ 5' NA = Not Available * NOTE: Compressed depths most accurately depict conditions on a playground. * An approximation of the maximum fall height from which a life-threatening head injury would not be expected to occur, based on tests in which a headform yielded both a peak deceleration of less than 200 G's and a HIC of less than 1000 upon impact. * Handbook for Public Plalground Safety, published by the U.S. Consumer Prod- ucts Safety Commission, Section 10, Table 2, page 21. Critical Heiahts © 2001 by Landscape Structures. All rights reserved 9/& landscape structures° in Arch U C U O r) C b U 0- _ r � o o~ LL -C-- 2 Y "- 00 0 C0 ..2 rn c f Typical Deck 42" CC 1070 Agreement NoSZlALTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall ISO 14001 Height f the adjacent equipment (Ref ASTM Certified SPECIFICATIONS: Arch formed from 5" O.D. 6005-T5 alumi- num tubing with Y." wall thickness. Unit is coated with a baked -on polyester powder - coating, color specified. Key: Deck Height Dimension 32"/810 ............. 92 '/2"/2350 40"/1020 ............ 98 1/2"/2502 48"/1220 ............ 90 1/2"/2299 56"1420 ............. 98 1/2"/2502 64"/1630 ............ 90 1/2"/2299 72"/1830 ............ 90 1/2"/2299 At Grade (No Deck)... 97'/4"/2470 NOTE: Refer To Your Plan For Location Of Arches. Loose Fill Finished Grade Protective Surfacing Standard Concrete Footings Required w/ 34"/860 Bury Arches 3-14-01 12026200 Q2rIrYi.e��1�34�1 i[-�h•li.�h4�Gu...................................... �.'111\1\la'�`II III�HI�Ytat:1:1/}:�rt:�Gj!%/Y4.S'12%I— F�rYat:fTs.t' ' IG�.VI►I F'le. [:1 1 ©2001 by Landscape Structures. All rights reserved. 14-01 Document#1343-600repioces#Li+177000hangedhrbmgto6005-T5 Document#13433600 Agreement No. 5967 11-21-01 "How to distribute your hardware Headache Free" We have received feedback from you, our customers, that the most common delay in completing your playground installation is lost or misplaced hardware. Some of our most successful installations have used a "check- out" system with one person appointed to distribute the various hardware packages. Installation sheets are provided for each component that indicate hardware packages/items required to assemble that component. Refer to these sheets to determine which hardware items to request from the designated "check-out" person. HELPFUL HINTS: Read installation sheets. Be sure to use the correct length hardware as specified on the installation sheets. Be sure to use clamps in the correct location as indicated on the installation sheets. Document #13701800 Agreement No. 5967 11-21-01 "How to distribute your hardware Headache Free" We have received feedback from you, our customers, that the most common delay in completing your playground installation is lost or misplaced hardware. Some of our most successful installations have used a "check- out" system with one person appointed to distribute the various hardware packages. Installation sheets are provided for each component that indicate hardware packages/items required to assemble that component. Refer to these sheets to determine which hardware items to request from the designated "check-out" person. HELPFUL HINTS: Read installation sheets. Be sure to use the correct length hardware as specified on the installation sheets. Be sure to use clamps in the correct location as indicated on the installation sheets. Document #13701800 A& landscape structures,- Warning Agreement No. 5967 Your playground may include equipment containing moving parts. Moving parts are more vulnerable to wear, mis-use and abuse than other non-moving parts. It is critical these parts be inspected and maintained according to our recommendations. As the owner, it is your responsibility to perform preventative maintenance and record your findings. Failure to do so may create a hazard and cause serious injury or death. Certified �71yrr�.Fel�:�a t-7.1.1�.Ai\.fi=2.�.r1k%I:'!•.1a�_I�'I.f+•1'Illi'I�''.%11.Lt:2:2:1J R��7VI�'F"1r�Lt:2:I:11=1L Si!•Yt:1�7_f.rrla'li!%/Y4F>f rte=til © 2004 by Landscape Structures All rights reserved Document #14916800 A& landscape structures,- Warning Agreement No. 5967 Your playground may include equipment containing moving parts. Moving parts are more vulnerable to wear, mis-use and abuse than other non-moving parts. It is critical these parts be inspected and maintained according to our recommendations. As the owner, it is your responsibility to perform preventative maintenance and record your findings. Failure to do so may create a hazard and cause serious injury or death. Certified �71yrr�.Fel�:�a t-7.1.1�.Ai\.fi=2.�.r1k%I:'!•.1a�_I�'I.f+•1'Illi'I�''.%11.Lt:2:2:1J R��7VI�'F"1r�Lt:2:I:11=1L Si!•Yt:1�7_f.rrla'li!%/Y4F>f rte=til © 2004 by Landscape Structures All rights reserved Document #14916800 Agreement No. 5967 According to the U.S. Consumer Product Safety Commission (CPSC) nearly 70% of all playground injuries are caused by falls to the surface. PLEASE INSTALL AND MAINTAIN ADEQUATE PROTECTIVE SURFACING UNDER AND AROUND YOUR PLAYSTRUCTURE! Never let children play on the equipment before protective surfacing is installed. Consult the CPSC's Handbook for Public Playground Safety, the ASTM F1487 Standard or your Landscape Structures representative for more information. a& landscape structures PS/PB/FP/Evos/Weevos 7/12/2/6/5 2006 Document #15745100 Agreement No. 5967 According to the U.S. Consumer Product Safety Commission (CPSC) nearly 70% of all playground injuries are caused by falls to the surface. PLEASE INSTALL AND MAINTAIN ADEQUATE PROTECTIVE SURFACING UNDER AND AROUND YOUR PLAYSTRUCTURE! Never let children play on the equipment before protective surfacing is installed. Consult the CPSC's Handbook for Public Playground Safety, the ASTM F1487 Standard or your Landscape Structures representative for more information. a& landscape structures PS/PB/FP/Evos/Weevos 7/12/2/6/5 2006 Document #15745100 Agreement No. 5967 Did you know that most of the packaging materials you receive on a Landscape Structures order are recyclable? Do you reuse or recycle everything you can from your playground sites? We're making it easier for you to do the right thing and keep these materials out of lanclfillsl FOAM/SCRIM SHEETS I andscape StrUCtUres has partnered with OUr' supplier' to recycle foarn/scrim material, the grey and white sheets that are layered between the large painted parts. This material is not USUally accepted at general recycling facilities beat this supplier' will re -Use it in theirmanUfaCtUring of new packaging materials. Ilt's easy! JUSt peat the foarn/scrim from YOUr' installation site in a box and ship it to the facility closest to YOU. Here is a list of participating facilities thr'OL]ghOLIt the U.S.: Foam/Scrim Products Only Pregis Plant 159 N San Antonio Ave. Pornona, CA 91767 Pregis Plant 8201 W Elowin Ct. Visalia, CA 93291 Pregis Plant 7574 Presidents Dr. Orlando, F1 32809 Pregis Plant 1411 Pidco Dr. PlyrnOLIth, IIN 46563 Pregis Plant 300 Harris Rd. WUrtland, KY 41144 Pregis Plant 3825 N Main St. Granite Falls, NC 28630 Pregis Plant 18 Peck Ave. Glens Falls, NY 12801 Pregis Plant 3500 S Highway 287 Corsicana, TX 75109 Pregis Plant 310 Old Station Rd. Wenatchee, WA 98801 Foam/Scrim, Plastic Banding, Shrink Wrap Anchor Facility 480 Broadway St. St PaUl, MIN 55101 Anchor Facility 1501 Swasey Rd. HUdson, WIl 54016 Don't stop here! Most of the other packaging materials can also be recycled, reused or repurpose d. • CORRUGATED CARDBOARDaxes can be broken down and recycled at a local recycler, or reused for other storage. • SHRINK WRAPontact your local plastic recycler and ask if they accept polyethylene plastic. • PLASTIC BANDINGontact your local plastic recycler and ask if they accept polypropylene. If you have suggestions for recycling, reusing or repurposing other materials, please email the to� info, diplayisi.com. Just one more way Landscape Structures is building healthy, sustainable communities. UP-DrOTE'relf] Agreement No. 5967 182212 is an entanglement label Not an Install doc. Agreement No. 5967 182213 is a hot surface label Not an Install doc. 9/& landscape structures® Looto the following k for compliance O ,; . , playground e. .your assurance that the products you install m- _most rigorous, quality assurance , ii Landscape Structures is a member in good standing of IPEMA, the International Play Equipment Manufacturers Association. IPEMA is a member - driven, international trade organization that represents and promotes an open market for manufacturers of play equipment. A o i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i (UIPEMA o� ."`o� mm MEMBER In the interest of playground safety, IPEMA provides a Third Party Certification Service whereby a designated independent laboratory validates a participant's certification of conformance to ASTM F1487, Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, except sections 7.1.1, 10 and 12.6.1, CAN/CSA Z614, Children's Playspaces and Equipment Standards, except clauses 9.8, 10 and 11, or both. The use of the corresponding logo in the Landscape Structures Inc. catalog signifies that Landscape Structures Inc. has received written validation from the independent laboratory that the product(s) associated with the use of the logo conforms with the requirements of the indicated standards. Check the IPEMA website (www.ipema.org) to confirm product certification. The use zone and fall height requirements in this publication are shown to ASTM standards. The requirements for other standards may be different. According to the CSA, playground maintenance and inspection is a continuous and integral part of budgetary costs. The cost of inspection and maintenance shall be considered and incorporated into the budget at the time of design, purchase equipment and installation (11.1.1 Budgeting). International Plan Equipment Manufacturers Agreement No. 5967 The Consumer Product Safety Commission (CPSC) is a governmental organization that provides technical safety guidelines for designing, constructing, operating and maintaining public playgrounds. U.S. Consumer Product Safety Commission 4330 East West Hwy. Bethesda, MD 20814 www.cpse.gov The American Society for Testing and Materials (ASTM) is a scientific and technical organization that is a major developer of standards for testing different types of materials. In 1993, the ASTM published "Standard Consumer Safety Performance Specifications for Playground Equipment for Public Use," designation F1487-93. ASTM is more technical than the CPSC. ASTM revised its old standard and published a new standard in 1995, 1998, 2001, 2005, 2007 and again in 2011. American Society for Testing and Materials 100 Barr Harbor Dr. P.O. Box 0700 West Conshohocken, PA 19428 www.astm.org The Canadian Standards Association Nearly all equipment developed by Landscape Structures is certified to meet CAN/CSA-Z614-07, the Children's Playspaces and Equipment Standard, through IPEMA. The European Standard was developed by the European Committee for Standardization. The majority of Landscape Structures products have been designed to be TIV certified by a third -party validator to EN 1176: 2008, the European Standard for Playground Equipment. TUV ISO 9001:2008 has a process -orientated structure, is customer focused and emphasizes continuous Association improvement in quality. 4305 N. Sixth St. Suite A Harrisburg, PA 17110 www.ipema.org � . Lky EQ'f M�F� (vW ww$s",'Certified °1P6MIA' IPEMA ISO 14001:2004 drives us toward operating in a CERTIFIED CERTIFIED manner that is environmentally conscious. A' �1i1'M draft1�"�� F1487 487 ISO 14001 PS/PB/FP/Evos/Weevos Guidelines 1 :�IY�Yi.�Yi:�_i71M:i.� ii.��.�_� i!i��•��1��.1.�1!�.l:iG/t:u:�:tl�.'�Vi:KI�./YalL%e:��u:r:�:v & Standards ilu��w`.�Yu:r:�:L:/Lii:YI:9��e/.v viael.:/r..,e�r:N-J © 2012 by Landscape Structures. All rights reserved. Eco #54540 Document 18482200 replaces 15749200. Updated document Document#1 8482200 9/& landscape structures® Looto the following k for compliance O ,; . , playground e. .your assurance that the products you install m- _most rigorous, quality assurance , ii Landscape Structures is a member in good standing of IPEMA, the International Play Equipment Manufacturers Association. IPEMA is a member - driven, international trade organization that represents and promotes an open market for manufacturers of play equipment. A o i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i (UIPEMA o� ."`o� mm MEMBER In the interest of playground safety, IPEMA provides a Third Party Certification Service whereby a designated independent laboratory validates a participant's certification of conformance to ASTM F1487, Standard Consumer Safety Performance Specification for Playground Equipment for Public Use, except sections 7.1.1, 10 and 12.6.1, CAN/CSA Z614, Children's Playspaces and Equipment Standards, except clauses 9.8, 10 and 11, or both. The use of the corresponding logo in the Landscape Structures Inc. catalog signifies that Landscape Structures Inc. has received written validation from the independent laboratory that the product(s) associated with the use of the logo conforms with the requirements of the indicated standards. Check the IPEMA website (www.ipema.org) to confirm product certification. The use zone and fall height requirements in this publication are shown to ASTM standards. The requirements for other standards may be different. According to the CSA, playground maintenance and inspection is a continuous and integral part of budgetary costs. The cost of inspection and maintenance shall be considered and incorporated into the budget at the time of design, purchase equipment and installation (11.1.1 Budgeting). International Plan Equipment Manufacturers Agreement No. 5967 The Consumer Product Safety Commission (CPSC) is a governmental organization that provides technical safety guidelines for designing, constructing, operating and maintaining public playgrounds. U.S. Consumer Product Safety Commission 4330 East West Hwy. Bethesda, MD 20814 www.cpse.gov The American Society for Testing and Materials (ASTM) is a scientific and technical organization that is a major developer of standards for testing different types of materials. In 1993, the ASTM published "Standard Consumer Safety Performance Specifications for Playground Equipment for Public Use," designation F1487-93. ASTM is more technical than the CPSC. ASTM revised its old standard and published a new standard in 1995, 1998, 2001, 2005, 2007 and again in 2011. American Society for Testing and Materials 100 Barr Harbor Dr. P.O. Box 0700 West Conshohocken, PA 19428 www.astm.org The Canadian Standards Association Nearly all equipment developed by Landscape Structures is certified to meet CAN/CSA-Z614-07, the Children's Playspaces and Equipment Standard, through IPEMA. The European Standard was developed by the European Committee for Standardization. The majority of Landscape Structures products have been designed to be TIV certified by a third -party validator to EN 1176: 2008, the European Standard for Playground Equipment. TUV ISO 9001:2008 has a process -orientated structure, is customer focused and emphasizes continuous Association improvement in quality. 4305 N. Sixth St. Suite A Harrisburg, PA 17110 www.ipema.org � . Lky EQ'f M�F� (vW ww$s",'Certified °1P6MIA' IPEMA ISO 14001:2004 drives us toward operating in a CERTIFIED CERTIFIED manner that is environmentally conscious. A' �1i1'M draft1�"�� F1487 487 ISO 14001 PS/PB/FP/Evos/Weevos Guidelines 1 :�IY�Yi.�Yi:�_i71M:i.� ii.��.�_� i!i��•��1��.1.�1!�.l:iG/t:u:�:tl�.'�Vi:KI�./YalL%e:��u:r:�:v & Standards ilu��w`.�Yu:r:�:L:/Lii:YI:9��e/.v viael.:/r..,e�r:N-J © 2012 by Landscape Structures. All rights reserved. Eco #54540 Document 18482200 replaces 15749200. Updated document Document#1 8482200 k& landscape structures Typical Offset Hanger Clamp Assembly - I Typical 5/6" x 2 1/4" _�— Handloop BHCS w/Pin v,— Typical Deck (32" Shown) 1 5/811 x 2 1/4" BHCS w/Pin____ �5 " 40'/16" Rail Agreement NOsbXLTE 111hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 �� !!�� Height of the adjacent equipment (Ref l�lTWEff3M, Certified ASTM F1487 ) 10971300 / ry C L o L (_ 0) O � G N O 0) I I H 0 r' co p II II � O c a a� I II -- o Q ry --- C:)I)- - ch p — v— °N_ O 0- �- C:) Q .� m y C,4 fp O � r 32" Deck - Use 2 Rails (Shown) 40" Deck - Use 3 Rails Pla Booster® Rail/Handloop Assembly t „ © 2013 by Landscape Structures All rights reserved Document #19437600 A& landscape structures® Parts List Part# 111275 108542 100198 100203 100351 100610 105327 113729 Description Handloop Assembly ..................... Handloop, Specify Color .................. 'is" 1 1 ib" BHCS w/Pin, SST .......... `/s" x 2 /," BHCS w/Pin, SST .......... '/s" Tee Nut, SST ............................... 'i," x `/b" Drive Rivet, SST . 5" Half Clamp, Specify Color .......... Offset Hanger Clamp, Specify Color PlayBooster° Rail/Hana?oreoe �s°sembly Qty. 1 1 4 2 4 2 2 2 111276 Rail Assembly............................................................1 108569 Rail, Specify Color ........................................................ l 100198 'is" 1 1 'ib" BHCS w/Pin, SST.......................................4 100203 `/s" x 2 '/," BHCS w/Pin, SST.......................................2 100351 3/," Tee Nut, SST............................................................4 100610 'i," x'/," Drive Rivet, SST............................................2 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color ............................2 Specifications Handloop: Weldment comprised of 1.125" O.D. 11 GA (.120") steel tubing with 203 or 303 stainless steel inserts, with 5/," internal thread. Finish: TenderTuffrn1, color specified. Rail: Weldment comprised of 1.125" O.D. 11 GA (.120") steel tubing with 203 or 303 stainless steel inserts, with 5/," internal thread. Finish: TenderTuffrn1, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShieldR, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: Approx.-"/, man hour Weight: 111275-00 (One) l l lbs. 111276-00 (One) 11 lbs. Installation Instructions 1) Mark locations of clamps on posts per dimensions on front of sheet. 2) Attach offset clamps to ends of rails/handloops using'/," x 2'/," BRCS w/pin. 3) Position rail/Handloop on marked position on posts and attach using 5" half clamps and '/," x 1 '/," BHCS iv/pin with '/s" tee nuts. Refer to the Typical Offset Hanger Clamp Assembly Sheet. 4) Install drive rivets in half clamps per the Typical Offset Hanger Clamp Assembly Sheet. 5) Install protective surfacing before users are allowed to play on the structure. Eco #54867 Document #19437600 replaces #14249300, Added rail assembly specifications a//I/L landscape structures• Post Specifications: Post length shall vary depending upon the intended use and shall be a minimum of 42" above the deck height. All posts shall be powdercoated to specified color. All posts shall have a "finished grade marker" positioned on the post identifying the 34" bury line (or 44" bury line for posts for 96" decks) required for correct installation and the top of the loose fill protective sur- facing. Top caps for posts shall be aluminum die cast from 369.1 alloy and powdercoated to match the post color. All caps shall be factory installed and secured in place with (3) self sealing rivets. A molded low density polyethylene cap, with drain holes, shall be pressed onto the bottom end of the post to increase the footing area. Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall be galvanized after rolling and shall have both the I.D.and the cut ends sprayed with a corrosion resistant coating. Aluminum Posts: All aluminum PlayBooster posts are manufac- tured from 6005-T5 extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter with a .125" wall thickness. Agreement NosbXTIoTE 12� Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment (Ref plIMMOM ASTM F1487) Cer11}led Finished Grade Sticker LOOSE PI4 P,F_O,TE, Q IVE SU'F�fA G - Subgrade 13871600 Part Number Label Example Number Indicates Post Length I CONCRETE • 1.87 Cubic Feet per Footing. ; • 2000 PSI (Min.) • 3000 PSI (Min.) If Freezing Conditions Exist. Crushed Rock —" , , , .m 14" Minimum 1 36U N Cn N X :3LL _-- E* c E_ O •E O CIJ CD o a a O u) M O 0- W U O 0 M O = LL O O'> *An Example: If you are using 12" of loose fill material, your concrete footing will be 22" deep. PlayBooster° Concrete �71rr rY 1. •��1134 �I b�h•l 1. u >4uTisuFsioiot-taitinrr.agsts, .5" xPot>•sts —hGwww u w d�: © 2019 by Landscape Structures All rights reserved Eco #101596 Document #'_5777600 replaces #13671600 IIpdated to show eunent label Document #25777600 1-94 POST WICAP PB 116, AL BB Wp, Y Buba Job Uly' 4 Prgi Nb, PUUBAH)6-U,FAtl Uap Kanban Nbr: "`UA% Seq Nb,: "Ii row xm K)98 Bate 1llizpw taax rvm WC/Cell. Atn FIq W: 61U aU3 8tl I PL Bl b ADD CAP I CONCRETE • 1.87 Cubic Feet per Footing. ; • 2000 PSI (Min.) • 3000 PSI (Min.) If Freezing Conditions Exist. Crushed Rock —" , , , .m 14" Minimum 1 36U N Cn N X :3LL _-- E* c E_ O •E O CIJ CD o a a O u) M O 0- W U O 0 M O = LL O O'> *An Example: If you are using 12" of loose fill material, your concrete footing will be 22" deep. PlayBooster° Concrete �71rr rY 1. •��1134 �I b�h•l 1. u >4uTisuFsioiot-taitinrr.agsts, .5" xPot>•sts —hGwww u w d�: © 2019 by Landscape Structures All rights reserved Eco #101596 Document #'_5777600 replaces #13671600 IIpdated to show eunent label Document #25777600 A& landscape structures° This piaystrurture has been designed for children 2 to 3 years old and requires users to have sufficient strength and coordinabon, Adult supervision requlre d. 2 1/2" 64 Part No. 156844-00-000 MM P1 daslgne;t fUY cta1119YCY1 2 td 1,1, years Old and requires users to have SIdf —ilt st's"gth and coordmatiom Adult supervision strongly recommended (and required foe preschoaiers). Part No. 156846-00-000 This Ipd aystructure has bean designed for chltldren 2 to 12 yo arsvoid and'equires� taxers he have wufhcielnt strength and coordination Mavirmurn user weight Dime ib!,. Adult supervisaon strongly recommended (and required for preschaall.no, Agreement NoSA`KE`I`PtVOTE Choose a protective surfacing material that Ighmhas a Critical Height Value of at least the 150140010ill height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref 1ASTM F1487 ) dCD Surfacing and playsurfaces - `2 may become HOT and ' � cause burns. Check for hot N surfaces prior to playing on the playground. 18213-00 r� 2 1/2" 64 '( Part No. 182213-00-000 Ma f %r�ii 1 �'�I oRk, This playstcucture Orly 1 w«,,, at a da'nx' has been designed No p-hingr or OoWng for children Thl£ equipdYYY;nt Is 6 to 23 months old ,,!coup,?nded toY t'tdiVtlrcq,•n ;and requires users a to 112 yeu$ t;,ucl to have sufficient sarf'fddi t upper -hods strength and coordination. zttrarcgtn ,roarod c uutwSlltYMillon re"st61rtl15<N Adult supervision Adult supervision required. strongly recommended. rewx,e are,nsrn nowlmra+.,n canes eoev,+�..»„ � � Part No. 156848-00-000 Part No. 166751-00-000 182212-00 21/2" " O Nyi uwar.a8 a Mme. No pushing or sfl-Ing This egluipnnent u£ designed for children ,,t ro b ytit,w, ah'f, Suffuc Ment upper -body stranrgth and coordinafinn "da -d Adult aupervls6on required, Y Installation over a hard surface such as concrete, asphalt, or packed earth may N result in serious injury or death from falls. 11517E-00 i 2 1/2P 1 t 64 'I Part No. 115176-00-000 I � I I f f f fl lid IrMarch-r a tafdaarwasuriw rcmea, a:[t61t,fl pw em my felt in:gku ihuy IX dE'Mrse, rali tra4a tnis have ilmgM m Mes am corer reyjMd 04iiinearc auzng57dryunifm, FEWA N CO names, 7rwshngi,'3^aRp±' 3M1ddAa'f`r£S.Taei arandne ne.kpda tnpa6ng ce tepayyre nd. suiha rlgarrl ihynh.es may be.m,e HOT ant ranebum q7 losrhctmflkpratppeyarg ClIt7e Fe�f3a.N 183014-00 I�L I 2 1/2" J 64 T Part No. 183064-00-000 h d.11 rn'!r%. I 2 dim 5 ya mlr',' W d %r�ii 1 �'�I oRk, dfn dd yr rs old Drawstrings have nr�i 'parr- r e h r n un1'i, nr Yt entangled on slides uI"d %bc .l' r' I' rdvt I 'YI'lyw'n and other playground stlu'n'r qil r 10 dt.Mr uufiur,Y equipment causing xCocrir yVt'� frui ✓ 9!Y Ytiraro strangulation, REMOVE m rn helmets, drawstrings, ch scarves and other � accessories around the :a'il'rJVYgy Y"I"M, t�IeYIn IIIIiG X'Yl, x. neck prior to playing on Part No. 200332-00-000 the playground. 182212-00 21/2" I r 64 Part No. 182212-00-000 I � I I f f f fl lid IrMarch-r a tafdaarwasuriw rcmea, a:[t61t,fl pw em my felt in:gku ihuy IX dE'Mrse, rali tra4a tnis have ilmgM m Mes am corer reyjMd 04iiinearc auzng57dryunifm, FEWA N CO names, 7rwshngi,'3^aRp±' 3M1ddAa'f`r£S.Taei arandne ne.kpda tnpa6ng ce tepayyre nd. suiha rlgarrl ihynh.es may be.m,e HOT ant ranebum q7 losrhctmflkpratppeyarg ClIt7e Fe�f3a.N 183014-00 I�L I 2 1/2" J 64 T Part No. 183064-00-000 Part No. 156850-00-000 Part No. 166815-00-000 C" This playstructure has been designed fair c hildren 5 to 12 years raid and requires risers to have sufficient strength and coordination. Adult supervision strongly recommended. Part No. 156847-00-000 This playstructure has been designed for Ihi0dren 2'to 5 year's old and requires users to have sufficient strength and coordination, Adult supervision required. Part No. 156845-00-000 NOTE: The Playstructure design will determine which Play It Safe sticker will be supplied. INSTRUCTIONS: Surface must be clean and dry prior to applying sticker. Peel backing sheet away from back of sticker and place sticker in position. Using backing sheet, rub over face of sticker to burnish down into place. Choose a location visible to adults in a conspic- uous location on product. Stickers work best on painted parts. Where possible, avoid placing on rotationally -molded plastic parts, Tend erTuff-coated parts or where children may step and wear off sticker. This applies to both Freestanding Play items and Composite Playstructures. Apply sticker adjacent to or visible from the primary entrance to the structure. Apply 4'-5' above the surface. Apply at least (1) one to every structure and (2) two to large Composite Playstructures. PB/PS/FP/Evos°/Weevos° Warning Labels `:a1/1r/1i.�Q1ii4�14Cah./i.r��u4._r\ siwblu\uaa��11_aa:Rlt:'u'a:Mesal:'u:/L'ala:/1G'i�Qi�uwartu.earsl:'i:'a�6'1:'u:a:IL'i��iisaai�Ik:R'u%/Yti:14h1�ru��_LV 111.14►.:/Y4aQf a':1:>_ © 2019 by Landscape Structures All rights reserved Document #25780600 h d.11 rn'!r%. I 2 dim 5 ya mlr',' W d to 12 years laid dfn dd yr rs old �Jrd �— N nr�i 'parr- r e h r n un1'i, nr Yt ecu re ' I u2, .. u.r + V . s11. 6i:;4.uJl uI"d %bc .l' r' I' rdvt I 'YI'lyw'n stlu'n'r qil r 10 dt.Mr uufiur,Y h ylr a d roduamh an r xCocrir yVt'� frui ✓ 9!Y Ytiraro rtr{ olk , Jqp l r u,,l vwr Oro,10M uacL Adult Ad lt �; uF w �u Sb- w {Ip � ualno ma d dl r Q.vnd m y ri, gra' tln' 'hoodhii,:l. A&W a n�a � . a� l � ,.,. :a'il'rJVYgy Y"I"M, t�IeYIn IIIIiG X'Yl, x. Part No. 200331-00-000 Part No. 200332-00-000 Part No. 200333-00-000 Part No. 156850-00-000 Part No. 166815-00-000 C" This playstructure has been designed fair c hildren 5 to 12 years raid and requires risers to have sufficient strength and coordination. Adult supervision strongly recommended. Part No. 156847-00-000 This playstructure has been designed for Ihi0dren 2'to 5 year's old and requires users to have sufficient strength and coordination, Adult supervision required. Part No. 156845-00-000 NOTE: The Playstructure design will determine which Play It Safe sticker will be supplied. INSTRUCTIONS: Surface must be clean and dry prior to applying sticker. Peel backing sheet away from back of sticker and place sticker in position. Using backing sheet, rub over face of sticker to burnish down into place. Choose a location visible to adults in a conspic- uous location on product. Stickers work best on painted parts. Where possible, avoid placing on rotationally -molded plastic parts, Tend erTuff-coated parts or where children may step and wear off sticker. This applies to both Freestanding Play items and Composite Playstructures. Apply sticker adjacent to or visible from the primary entrance to the structure. Apply 4'-5' above the surface. Apply at least (1) one to every structure and (2) two to large Composite Playstructures. PB/PS/FP/Evos°/Weevos° Warning Labels `:a1/1r/1i.�Q1ii4�14Cah./i.r��u4._r\ siwblu\uaa��11_aa:Rlt:'u'a:Mesal:'u:/L'ala:/1G'i�Qi�uwartu.earsl:'i:'a�6'1:'u:a:IL'i��iisaai�Ik:R'u%/Yti:14h1�ru��_LV 111.14►.:/Y4aQf a':1:>_ © 2019 by Landscape Structures All rights reserved Document #25780600 Agreement NoSA`KE`I`PtVOTE Choose a protective surfacing material that Ighm has a Critical Height Value of at least the 15014001 height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref A& ASTM F1487 ) landscapeBrIE11111110111111l Cerflfled structures 251714 5i Formed Play Safe Plate 6-23 Months w/Attaching HDW " 251736 5i Formed Play Safe Plate 2-5 Years w/Attaching HDW 251712 5i Formed Play Safe Plate 2-12 Years w/Attaching HDW 251713 5i Formed Play Safe Plate 5-12 Years w/Attaching HDW This playstructure has, been designed - 251715 5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW for chi ldren6bo23A illitIlKDId 251716 5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW and requires and cohinationiaient strength and coordination. Aduk supervision required. 251717 3.5i Formed Play Safe Plate 2-5 Years w/Attaching HDW II'Illil,l,li'Iillilllljillllll (I01111IIIIII��II°i iiiiiililllllllllllllll� 251720 3.5i Formed PlaySafe Plate 6-23 Months w/Attachin HDW uiiiillllllll 251718 3.5i Formed Play Safe Plate 2-12 Years w/Attaching HDW Installationoverahard surface such as concrete, asphalt, or packed earth may result 251719 3.5i Formed Play Safe Plate 5-12 Years w/Attaching HDW in serious injury or death from falls, Drawst251721 3.5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW playgrodndequigs mentoentangusin stangues la'oher playground eq,u hent ent c ausi ng strangulation, 251722 3.5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW REMOVE helmets, drawstrings, scarves, and other accessories around the neck priorto playingon the playground. SurfaciOT 251726 Flat Large Play Safe Plate 6-23 Month w/Attaching HDW andcauseburn .Cherkforhfaces oaybecomeFior aa7¢i cause burns. Oheck for hat surfaces prior 251723 Flat Large Play Safe Plate 2-5 Years w/Attaching HDW to playing on the playground. 251724 Flat Large Play Safe Plate 2-12 Years w/Attaching HDW Wet surfaces may beslippery, Use with caution to avoid falls. 251725 Flat Large Play Safe Plate 5-12 Years w/Attaching HDW 988.438.6574 playfizixom 251727 Flat Large Play Safe Plate 1.5-5 Years w/Attaching HDW 251728 Flat Large Play Safe Plate 1.5-12 Years w/Attaching HDW `a1/�I1i.�Q1ii4�14C�h./i.��4._I\�ewblubuaa��11_aa:Rlt:'u':1:1hs:1.1:'u:/L'aia:/1n'i:'L.'6'1:'u^4FA-' ��iiraal�Ik:R'u%/Yti l4hltaur��_LV1►1.1C'►.:/Y4aQfa':1:� © 2019 by Landscape Structures All rights reserved ihin u"tuwr han Inren Jnrngnnrl 251731 Flat Small Play Safe Plate 6-23 Month w/Attaching HDW plEyvn tar �Ankh.wn P Wn 2".i umivarvld�a ntlnX °d10 atrn netlr nnJc uordmNran 251729 Flat Small Play Safe Plate 2-5 Years w/Attaching HDW ' i ��M IIIIIIIIIII 251730 Flat Small Play Safe Plate 2-12 Years w/Attaching HDW l 251735 Flat Small Play Safe Plate 5-12 Years w/Attaching HDW InsfM1llnbim <rvn r u hurc{ n,,,furr x"r.h rx, �.arrrwYm, input' nr¢Math fwmfaun 251732 Flat Small Play Safe Plate 1.5-5 Years w/Attaching HDW ylEWVE h.nryut% d, r„rw;mg nYinrM1p�.rk+Crarh kEMfYrE h.] t% dnx. 251733 Flat Small Play Safe Plate 1.5-12 Years w/Attaching HDW r.brnpg, w.ar.�nn,�.nd utMr am I,I,rrennne .m,&- a,S ,and &, nnft wr nine twv,Fnrr HM hnrrrn, Ch"), fur hr -4r— rt urniw,weInirn io Vi.men tha ptT em rrd, o `a1/�I1i.�Q1ii4�14C�h./i.��4._I\�ewblubuaa��11_aa:Rlt:'u':1:1hs:1.1:'u:/L'aia:/1n'i:'L.'6'1:'u^4FA-' ��iiraal�Ik:R'u%/Yti l4hltaur��_LV1►1.1C'►.:/Y4aQfa':1:� © 2019 by Landscape Structures All rights reserved A& landscape structures° Typical Main - Structure Post _ Play it Safe Label ] (3) Warning Labels Finished Grade Agreement NoSA`KE`I`PtVOTE Choose a protective surfacing material that Ighmhas a Critical Height Value of at least the 150140010IlIfIll.d height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref 1ASTM F1487 ) Play it Safe Label Warning Labels Play it Safe Label `a1/�I1i.�Q1ii4�14C�h./i.w•��4._�\ ��wblubuaa��11_aa:Rlt:'u'a:Mesal:'u:/L'aia:/1n'i�Qi�uwiriu.rays:1:'i:'�6'1:'ua:IL'i��iiiaa�Ik:R'u%/Yti:14h1��u��_LV 111.14►.:/Y4aQf a':1:� © 2019 by Landscape Structures All rights reserved Document #25780600 A& landscape structuress Large flat plate mounts to flat surfaces To attach to permalene 1) Hold plate on surface in location 2) Mark holes 3) Drill A" x'/2" deep holes for installation 4) Use (2) TorX #14 x 1/2 Cap Screw (129671) to attach to panel Agreement No. 5967 5" formed plate mounts to 5" posts. 3.5" formed plate mounts to 3.5" posts Typical Main - Structure Post-----_._ 0 —To attach to post 1) Hold plate on post in location 2) Mark holes 3) Drill 3/16" holes for installation 4) Use (2) 3/6 x 3/6 Drive Rivet (253266) to secure to post PB/PS/FP/Evos°/Weevos° Warning Labels ......uuiai.baa':LLl�'1':L�ILaR�i��lll'AN�II:6'u%/Y�:14h1�uu��e►.�r�aei�.;/r.�e',r a� © 2019 by Landscape Structures All rights reserved. Eco 0101597 Doctunent 425730600 replaces #20151300 Added wamme signs to docameut Document #25780600 A& landscape structures° This piaystrurture has been designed for children 2 to 3 years old and requires users to have sufficient strength and coordinabon, Adult supervision requlre d. 2 1/2" 64 Part No. 156844-00-000 MM P1 daslgne;t fUY cta1119YCY1 2 td 1,1, years Old and requires users to have SIdf —ilt st's"gth and coordmatiom Adult supervision strongly recommended (and required foe preschoaiers). Part No. 156846-00-000 This Ipd aystructure has bean designed for chltldren 2 to 12 yo arsvoid and'equires� taxers he have wufhcielnt strength and coordination Mavirmurn user weight Dime ib!,. Adult supervisaon strongly recommended (and required for preschaall.no, Agreement NoSA`KE`I`PtVOTE Choose a protective surfacing material that Ighmhas a Critical Height Value of at least the 150140010ill height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref 1ASTM F1487 ) dCD Surfacing and playsurfaces - `2 may become HOT and ' � cause burns. Check for hot N surfaces prior to playing on the playground. 18213-00 r� 2 1/2" 64 '( Part No. 182213-00-000 Ma f %r�ii 1 �'�I oRk, This playstcucture Orly 1 w«,,, at a da'nx' has been designed No p-hingr or OoWng for children Thl£ equipdYYY;nt Is 6 to 23 months old ,,!coup,?nded toY t'tdiVtlrcq,•n ;and requires users a to 112 yeu$ t;,ucl to have sufficient sarf'fddi t upper -hods strength and coordination. zttrarcgtn ,roarod c uutwSlltYMillon re"st61rtl15<N Adult supervision Adult supervision required. strongly recommended. rewx,e are,nsrn nowlmra+.,n canes eoev,+�..»„ � � Part No. 156848-00-000 Part No. 166751-00-000 182212-00 21/2" " O Nyi uwar.a8 a Mme. No pushing or sfl-Ing This egluipnnent u£ designed for children ,,t ro b ytit,w, ah'f, Suffuc Ment upper -body stranrgth and coordinafinn "da -d Adult aupervls6on required, Y Installation over a hard surface such as concrete, asphalt, or packed earth may N result in serious injury or death from falls. 11517E-00 i 2 1/2P 1 t 64 'I Part No. 115176-00-000 I � I I f f f fl lid IrMarch-r a tafdaarwasuriw rcmea, a:[t61t,fl pw em my felt in:gku ihuy IX dE'Mrse, rali tra4a tnis have ilmgM m Mes am corer reyjMd 04iiinearc auzng57dryunifm, FEWA N CO names, 7rwshngi,'3^aRp±' 3M1ddAa'f`r£S.Taei arandne ne.kpda tnpa6ng ce tepayyre nd. suiha rlgarrl ihynh.es may be.m,e HOT ant ranebum q7 losrhctmflkpratppeyarg ClIt7e Fe�f3a.N 183014-00 I�L I 2 1/2" J 64 T Part No. 183064-00-000 h d.11 rn'!r%. I 2 dim 5 ya mlr',' W d %r�ii 1 �'�I oRk, dfn dd yr rs old Drawstrings have nr�i 'parr- r e h r n un1'i, nr Yt entangled on slides uI"d %bc .l' r' I' rdvt I 'YI'lyw'n and other playground stlu'n'r qil r 10 dt.Mr uufiur,Y equipment causing xCocrir yVt'� frui ✓ 9!Y Ytiraro strangulation, REMOVE m rn helmets, drawstrings, ch scarves and other � accessories around the :a'il'rJVYgy Y"I"M, t�IeYIn IIIIiG X'Yl, x. neck prior to playing on Part No. 200332-00-000 the playground. 182212-00 21/2" I r 64 Part No. 182212-00-000 I � I I f f f fl lid IrMarch-r a tafdaarwasuriw rcmea, a:[t61t,fl pw em my felt in:gku ihuy IX dE'Mrse, rali tra4a tnis have ilmgM m Mes am corer reyjMd 04iiinearc auzng57dryunifm, FEWA N CO names, 7rwshngi,'3^aRp±' 3M1ddAa'f`r£S.Taei arandne ne.kpda tnpa6ng ce tepayyre nd. suiha rlgarrl ihynh.es may be.m,e HOT ant ranebum q7 losrhctmflkpratppeyarg ClIt7e Fe�f3a.N 183014-00 I�L I 2 1/2" J 64 T Part No. 183064-00-000 Part No. 156850-00-000 Part No. 166815-00-000 C" This playstructure has been designed fair c hildren 5 to 12 years raid and requires risers to have sufficient strength and coordination. Adult supervision strongly recommended. Part No. 156847-00-000 This playstructure has been designed for Ihi0dren 2'to 5 year's old and requires users to have sufficient strength and coordination, Adult supervision required. Part No. 156845-00-000 NOTE: The Playstructure design will determine which Play It Safe sticker will be supplied. INSTRUCTIONS: Surface must be clean and dry prior to applying sticker. Peel backing sheet away from back of sticker and place sticker in position. Using backing sheet, rub over face of sticker to burnish down into place. Choose a location visible to adults in a conspic- uous location on product. Stickers work best on painted parts. Where possible, avoid placing on rotationally -molded plastic parts, Tend erTuff-coated parts or where children may step and wear off sticker. This applies to both Freestanding Play items and Composite Playstructures. Apply sticker adjacent to or visible from the primary entrance to the structure. Apply 4'-5' above the surface. Apply at least (1) one to every structure and (2) two to large Composite Playstructures. PB/PS/FP/Evos°/Weevos° Warning Labels `:a1/1r/1i.�Q1ii4�14Cah./i.r��u4._r\ siwblu\uaa��11_aa:Rlt:'u'a:Mesal:'u:/L'ala:/1G'i�Qi�uwartu.earsl:'i:'a�6'1:'u:a:IL'i��iisaai�Ik:R'u%/Yti:14h1�ru��_LV 111.14►.:/Y4aQf a':1:>_ © 2019 by Landscape Structures All rights reserved Document #25780600 h d.11 rn'!r%. I 2 dim 5 ya mlr',' W d to 12 years laid dfn dd yr rs old �Jrd �— N nr�i 'parr- r e h r n un1'i, nr Yt ecu re ' I u2, .. u.r + V . s11. 6i:;4.uJl uI"d %bc .l' r' I' rdvt I 'YI'lyw'n stlu'n'r qil r 10 dt.Mr uufiur,Y h ylr a d roduamh an r xCocrir yVt'� frui ✓ 9!Y Ytiraro rtr{ olk , Jqp l r u,,l vwr Oro,10M uacL Adult Ad lt �; uF w �u Sb- w {Ip � ualno ma d dl r Q.vnd m y ri, gra' tln' 'hoodhii,:l. A&W a n�a � . a� l � ,.,. :a'il'rJVYgy Y"I"M, t�IeYIn IIIIiG X'Yl, x. Part No. 200331-00-000 Part No. 200332-00-000 Part No. 200333-00-000 Part No. 156850-00-000 Part No. 166815-00-000 C" This playstructure has been designed fair c hildren 5 to 12 years raid and requires risers to have sufficient strength and coordination. Adult supervision strongly recommended. Part No. 156847-00-000 This playstructure has been designed for Ihi0dren 2'to 5 year's old and requires users to have sufficient strength and coordination, Adult supervision required. Part No. 156845-00-000 NOTE: The Playstructure design will determine which Play It Safe sticker will be supplied. INSTRUCTIONS: Surface must be clean and dry prior to applying sticker. Peel backing sheet away from back of sticker and place sticker in position. Using backing sheet, rub over face of sticker to burnish down into place. Choose a location visible to adults in a conspic- uous location on product. Stickers work best on painted parts. Where possible, avoid placing on rotationally -molded plastic parts, Tend erTuff-coated parts or where children may step and wear off sticker. This applies to both Freestanding Play items and Composite Playstructures. Apply sticker adjacent to or visible from the primary entrance to the structure. Apply 4'-5' above the surface. Apply at least (1) one to every structure and (2) two to large Composite Playstructures. PB/PS/FP/Evos°/Weevos° Warning Labels `:a1/1r/1i.�Q1ii4�14Cah./i.r��u4._r\ siwblu\uaa��11_aa:Rlt:'u'a:Mesal:'u:/L'ala:/1G'i�Qi�uwartu.earsl:'i:'a�6'1:'u:a:IL'i��iisaai�Ik:R'u%/Yti:14h1�ru��_LV 111.14►.:/Y4aQf a':1:>_ © 2019 by Landscape Structures All rights reserved Document #25780600 Agreement NoSA`KE`I`PtVOTE Choose a protective surfacing material that Ighm has a Critical Height Value of at least the 15014001 height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref A& ASTM F1487 ) landscapeBrIE11111110111111l Cerflfled structures 251714 5i Formed Play Safe Plate 6-23 Months w/Attaching HDW " 251736 5i Formed Play Safe Plate 2-5 Years w/Attaching HDW 251712 5i Formed Play Safe Plate 2-12 Years w/Attaching HDW 251713 5i Formed Play Safe Plate 5-12 Years w/Attaching HDW This playstructure has, been designed - 251715 5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW for chi ldren6bo23A illitIlKDId 251716 5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW and requires and cohinationiaient strength and coordination. Aduk supervision required. 251717 3.5i Formed Play Safe Plate 2-5 Years w/Attaching HDW II'Illil,l,li'Iillilllljillllll (I01111IIIIII��II°i iiiiiililllllllllllllll� 251720 3.5i Formed PlaySafe Plate 6-23 Months w/Attachin HDW uiiiillllllll 251718 3.5i Formed Play Safe Plate 2-12 Years w/Attaching HDW Installationoverahard surface such as concrete, asphalt, or packed earth may result 251719 3.5i Formed Play Safe Plate 5-12 Years w/Attaching HDW in serious injury or death from falls, Drawst251721 3.5i Formed Play Safe Plate 1.5-5 Years w/Attaching HDW playgrodndequigs mentoentangusin stangues la'oher playground eq,u hent ent c ausi ng strangulation, 251722 3.5i Formed Play Safe Plate 1.5-12 Years w/Attaching HDW REMOVE helmets, drawstrings, scarves, and other accessories around the neck priorto playingon the playground. SurfaciOT 251726 Flat Large Play Safe Plate 6-23 Month w/Attaching HDW andcauseburn .Cherkforhfaces oaybecomeFior aa7¢i cause burns. Oheck for hat surfaces prior 251723 Flat Large Play Safe Plate 2-5 Years w/Attaching HDW to playing on the playground. 251724 Flat Large Play Safe Plate 2-12 Years w/Attaching HDW Wet surfaces may beslippery, Use with caution to avoid falls. 251725 Flat Large Play Safe Plate 5-12 Years w/Attaching HDW 988.438.6574 playfizixom 251727 Flat Large Play Safe Plate 1.5-5 Years w/Attaching HDW 251728 Flat Large Play Safe Plate 1.5-12 Years w/Attaching HDW `a1/�I1i.�Q1ii4�14C�h./i.��4._I\�ewblubuaa��11_aa:Rlt:'u':1:1hs:1.1:'u:/L'aia:/1n'i:'L.'6'1:'u^4FA-' ��iiraal�Ik:R'u%/Yti l4hltaur��_LV1►1.1C'►.:/Y4aQfa':1:� © 2019 by Landscape Structures All rights reserved ihin u"tuwr han Inren Jnrngnnrl 251731 Flat Small Play Safe Plate 6-23 Month w/Attaching HDW plEyvn tar �Ankh.wn P Wn 2".i umivarvld�a ntlnX °d10 atrn netlr nnJc uordmNran 251729 Flat Small Play Safe Plate 2-5 Years w/Attaching HDW ' i ��M IIIIIIIIIII 251730 Flat Small Play Safe Plate 2-12 Years w/Attaching HDW l 251735 Flat Small Play Safe Plate 5-12 Years w/Attaching HDW InsfM1llnbim <rvn r u hurc{ n,,,furr x"r.h rx, �.arrrwYm, input' nr¢Math fwmfaun 251732 Flat Small Play Safe Plate 1.5-5 Years w/Attaching HDW ylEWVE h.nryut% d, r„rw;mg nYinrM1p�.rk+Crarh kEMfYrE h.] t% dnx. 251733 Flat Small Play Safe Plate 1.5-12 Years w/Attaching HDW r.brnpg, w.ar.�nn,�.nd utMr am I,I,rrennne .m,&- a,S ,and &, nnft wr nine twv,Fnrr HM hnrrrn, Ch"), fur hr -4r— rt urniw,weInirn io Vi.men tha ptT em rrd, o `a1/�I1i.�Q1ii4�14C�h./i.��4._I\�ewblubuaa��11_aa:Rlt:'u':1:1hs:1.1:'u:/L'aia:/1n'i:'L.'6'1:'u^4FA-' ��iiraal�Ik:R'u%/Yti l4hltaur��_LV1►1.1C'►.:/Y4aQfa':1:� © 2019 by Landscape Structures All rights reserved A& landscape structures° Typical Main - Structure Post _ Play it Safe Label ] (3) Warning Labels Finished Grade Agreement NoSA`KE`I`PtVOTE Choose a protective surfacing material that Ighmhas a Critical Height Value of at least the 150140010IlIfIll.d height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref 1ASTM F1487 ) Play it Safe Label Warning Labels Play it Safe Label `a1/�I1i.�Q1ii4�14C�h./i.w•��4._�\ ��wblubuaa��11_aa:Rlt:'u'a:Mesal:'u:/L'aia:/1n'i�Qi�uwiriu.rays:1:'i:'�6'1:'ua:IL'i��iiiaa�Ik:R'u%/Yti:14h1��u��_LV 111.14►.:/Y4aQf a':1:� © 2019 by Landscape Structures All rights reserved Document #25780600 A& landscape structuress Large flat plate mounts to flat surfaces To attach to permalene 1) Hold plate on surface in location 2) Mark holes 3) Drill A" x'/2" deep holes for installation 4) Use (2) TorX #14 x 1/2 Cap Screw (129671) to attach to panel Agreement No. 5967 5" formed plate mounts to 5" posts. 3.5" formed plate mounts to 3.5" posts Typical Main - Structure Post-----_._ 0 —To attach to post 1) Hold plate on post in location 2) Mark holes 3) Drill 3/16" holes for installation 4) Use (2) 3/6 x 3/6 Drive Rivet (253266) to secure to post PB/PS/FP/Evos°/Weevos° Warning Labels ......uuiai.baa':LLl�'1':L�ILaR�i��lll'AN�II:6'u%/Y�:14h1�uu��e►.�r�aei�.;/r.�e',r a� © 2019 by Landscape Structures All rights reserved. Eco 0101597 Doctunent 425730600 replaces #20151300 Added wamme signs to docameut Document #25780600 9/& Agreement No. 5967 lldl� ISO 14001 landscape structures® Common Parts & Fasteners Button Head Cap Screws BRCS w/Pin Carriage Bolts Part # 137277 131849 223807 132626 192071 100195 100196 100198 113027 100171 123224 100173 100199 100174 100175 100176 100168 100200 124460 100201 127551 100203 Inches 1/4" x 3/8" 5/16" x 1/2" 5/16" x 3/4" 5/16" x 7/8" 3/8" x 5/8" 3/8" x 7/8" 3/8" x 1 1/8" 3/8" x 1 3/8" 3/8" x 1 1/2" 3/8" x 1 11/16' 3/8" x 2" 3/8" x 2 1/4" 3/8" x 2 1/2" 3/8" x 2 3/4" 3/8" x 3" 3/8" x 3 1/4" 3/8" x 3 1/2" 3/8" x 3 3/4" 5/8" x 1 1/2" 5/8" x 1 1/2" 5/8" x 2 1/4" Hex Cap Screws Recommended Sizes Mat'1 Torque mm or Grade Ft./lbs Kgm (6,4 x 9,5) SST -PAT (7,9 x 12,7) SST -PAT (7,9 x 19,0) SST -PAT (7,9 x 22,2) SST -PAT M 8 x 24 mm SST -PAT (9,5 x 15,9) SST -PAT (9,5 x 22,2) SST -PAT (9,5 x 28,6) SST -PAT (9,5 x 34,9) SST -PAT (9,5 x 38,1) SST -PAT (9,5 x 42,9) SST -PAT (9,5 x 50,8) SST -PAT (9,5 x 57,2) SST -PAT (9,5 x 63,5) SST -PAT (9,5 x 69,9) SST -PAT (9,5 x 76,2) SST -PAT (9,5 x 82,6) SST -PAT (9,5 x 88,9) SST -PAT (9,5 x 95,2) SST -PAT (15,9 x 38,1)SST-PAT (15,9 x 38,1)SST- ANTI-SEIZE (15,9 x 57,2)SST-PAT �i11) Sizes Part # Inches mm 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 15 15 15 50 50 50 1.4 1.4 1.4 1.4 1.4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 7 Recommended Mat'1 Torque or Grade Ft./lbs Kgm 100206 3/8" x 1" (9,5 x 25,4) SST -PAT 15 2 100208 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100209 3/8" x 1 3/4" (9,5 x 44,4) SST -PAT 15 2 135682 3/8" x 3 1/8" (9,5 x 79,3) SST -PAT 15 2 135683 3/8" x 4 5/8" (9,5 x 117,5) SST 15 2 100214 3/8" x 5" (9,5 x 127) SST -PAT 15 2 121499 7/16" x 1 3/4" (11,1 x 114,3) SST -PAT 15 2 100216 1/2" x 1 1/4" (12,7 x 31,7) SST 15 2 131862 1/2" x 2 1/4" (12,7 x 57,1) SST -PAT 20 2.8 Certified Recommended Flat Head Cap Screws (FRCS) No Pin* With Pin Sizes Mat'1 Torque Part # Inches mm or Grade Ft./lbs Kgm 100135 5/16" x 1 1/4" (7,9 x 31,8) SST -PAT 5 0.7 100147 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 15 2 116017 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100148 3/8" x 1 3/4" (9,5 x 44,5) SST -PAT 15 2 Flat Head Cap Screws (FRCS) No Pin* With Pin NOTE: These are recommended torque applications per fastener size. When fasteners are used with plastic or wood products, the torque specifications will be excessive and we recommend that the installer apply some caution when tightening the fasteners. Plastic or wood products should begin to deform slightly. Fasteners in- dicated with "Pat" includes a locking patch type material and should cure for 72 hours for maximum strength. PS/PB/Evos/Weevos Common Parts/Torque Chart Sheet of t:]�lrY�.�y �:�a bZe�•i �. _�.111111 :�H1H4:s.c:t��Hs:Y.i:u=1!si i:Yt:�R-7 i tiyr.ire.rai.s:Y.1:11Fx:u:71LaR=ia�:Fu:=f4ritii �.V II�:%19AV IAM © 2019 by Landscape Structures All rights reserved. Document #26150400 Recommended Sizes Mat'1 Torque Part # Inches mm or Grade Ft./lbs Kgm 148686 3/8" x 3/4" (9,5 x 19,05) SST -PAT 13 1.8 100252* 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 13 1.8 151421 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 13 1.8 148765 3/8" x 3 1/2" (9,5 x 88,9) SST -PAT 13 1.8 130824* 1/2" x 2 1/4" (12,5 x 57,2) SST 20 2.8 NOTE: These are recommended torque applications per fastener size. When fasteners are used with plastic or wood products, the torque specifications will be excessive and we recommend that the installer apply some caution when tightening the fasteners. Plastic or wood products should begin to deform slightly. Fasteners in- dicated with "Pat" includes a locking patch type material and should cure for 72 hours for maximum strength. PS/PB/Evos/Weevos Common Parts/Torque Chart Sheet of t:]�lrY�.�y �:�a bZe�•i �. _�.111111 :�H1H4:s.c:t��Hs:Y.i:u=1!si i:Yt:�R-7 i tiyr.ire.rai.s:Y.1:11Fx:u:71LaR=ia�:Fu:=f4ritii �.V II�:%19AV IAM © 2019 by Landscape Structures All rights reserved. Document #26150400 kk landscape structures® BRCS w/Pin Limited Thread Bolts Agreement No. 5967 Expansion Anchors (Used To Secure Components To Concrete Slabs) rt--' Lag Screws Recommended Recommended Alum Rivet/SST Pin Sizes Mat'1 Torque Sizes Mat'1 Torque Part # Inches mm or Grade Ft./lbs Kgm Part # Inches mm or Grade Ft./lbs Kgm 100290 3/8" x 7/8" (9,5 x 22,2)SST-PAT 21 3 100263 3/8" x 2 3/4" (9,5 x 69,9) Alloy Steel 15 2 100292 3/8" x 1 1/4" (9,5 x 31,8)SST-PAT 21 3 100266 1/2"x23/4" (12,7 x 69,9) Alloy Steel 20 2.8 157704 7/16" x 2" (11,11x 51) SST -PAT 40 5.5 127068 7/16" x 2 7/16" (11,11 x61,91)SST-PAT 40 5.5 Lag Screws Screw, Type AB Thread BRCS w/Pin Drive Rivets Sizes NOTE: For more detail see drive rivet detail page. Part # Inches mm Mat'1 100612 3/16" x 3/8" (4,7 x 9,5) Alum Rivet/Alum Pin 100609 1/4" x 3/16" (6,4 x 4,8) Alum Rivet/Alum Pin 100611 Sizes Mat'1 Alum Rivet/SST Pin Part # Inches mm or Grade Head Type 100127 5/16" x 1 1/4" (7,9 x 31,8) SST Hex Head 168198 3/8" x 1 1/2" (9,5 x 38,1) SST Button Head (Shown) 1/4" x 7/8" (6,4 x 22,2) Alum Rivet/Alum Pin 139039 3/8" x 2" (9,5 x 50,8) SST Button Head (Shown) Screw, Type AB Thread BRCS w/Pin Drive Rivets Sizes NOTE: For more detail see drive rivet detail page. Part # Inches mm Mat'1 100612 3/16" x 3/8" (4,7 x 9,5) Alum Rivet/Alum Pin 100609 1/4" x 3/16" (6,4 x 4,8) Alum Rivet/Alum Pin 100611 1/4" x 3/8" (6,4 x 9,5) Alum Rivet/SST Pin 113300 1/4" x 1/2" (6,4 x 12,7) Alum Rivet/Alum Pin 100610 1/4" x 5/8" (6,4 x 15,9) Alum Rivet/SST Pin 139152 1/4" x 3/4" (6,4 x 19,05) Alum Rivet/Alum Pin 100613 1/4" x 7/8" (6,4 x 22,2) Alum Rivet/Alum Pin 118158 1/4" x 1" (6,4 x 25,4) Alum Rivet/Alum Pin Low Crown Cap Nut Sheet 2 of 9 Document #26150400 Mat'1 Size Part # Size or Grade Part # Inches Mat'1 129671 #14 x 1/2" SST 100349 3/8" -16 UNC SST 127872 #14 x 3/4" SST 136232 #14 x 1" SST 129672 #14 x 1 1/4" SST Sheet 2 of 9 Document #26150400 A& landscape structures, Standard Hex Nuts Flange Nut w/Pin Sizes Part # Inches 100326 5/16-18 UNC 100321 3/8-16 UNC 100327 3/8-16 UNC 128296 3/8-16 UNC (Jam Nut) 100328 7/16-14 UNC 145021 7/16-14 UNC (Jam Nut) 100322 1/2-13 UNC 129692 1/2-13 UNC 129693 1/2-13 UNC (Jam Nut) 100323 5/8-11 UNC Flange Nut w/Pin Flat Washers Mat'1 or Grade SST SST -Pat SST SST SST SST SST SST -Pat SST SST Mat'1 or Grade SST SST SST Sizes Part # Inches 175006 5/16 x 18 UNC 192064 M 8 x 24 mm 100353 3/8-16 UNC Flat Washers Mat'1 or Grade SST SST -Pat SST SST SST SST SST SST -Pat SST SST Mat'1 or Grade SST SST SST Agreement No. 5967 ld� ISO 14001 Certified Curved Spring Washer O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100380 1/2" (12,7) SST 0.531 0.795 SAE Flat Washers O.D. I.D. Mat'1 I.D. O.D. Sizes or Grade Part # Inches mm I.D. O.D. 122039 1/4" 6,3) SST 0.312 .734 100362 3/8" 9,5) SST 0.406 1.002 112793 7/16" 11,1) SST 0.505 1.262 100363 1/2" 12,7) SST 0.536 1.262 100366 5/8" 15,9) SST 0.688 1.750 123737 11/8" (28,6) SST 1.140 1.750 Agreement No. 5967 ld� ISO 14001 Certified Curved Spring Washer O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100380 1/2" (12,7) SST 0.531 0.795 SAE Flat Washers O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100378 3/8" x 1 1/2" (9,53 x 38,1) SST 0.406 1.500 100379 1/2" x2" (12,7 x 50,8) SST 0.531 2.000 Tee Nut (PlayBooster Clamps) Sizes Part # Inches 100351 3/8-16 UNC Mat'1 or Grade SST Sheet 3 of 9 Document #26150400 Sizes or Grade Part # Inches mm I.D. O.D. 100364 1/4" (6,35) SST 0.281 0.625 223956 5/16" (7,92) SST 0.344 0.688 100365 3/8" (9,5) SST 0.411 0.816 113550 1/2" (12,7) SST 0.531 1.062 129500 5/8" (15,9) SST 0.686 1.342 Fender Washers Sizes or Grade Part # Inches mm I.D. O.D. 100378 3/8" x 1 1/2" (9,53 x 38,1) SST 0.406 1.500 100379 1/2" x2" (12,7 x 50,8) SST 0.531 2.000 Tee Nut (PlayBooster Clamps) Sizes Part # Inches 100351 3/8-16 UNC Mat'1 or Grade SST Sheet 3 of 9 Document #26150400 9/& landscape structures® Set Screw C> Sizes Part # Inches mm 100298 3/8"x7/16" (9,5 x 11,1) Bolt Link Part # 138915 Double Clevis i� Part # 138917 Mat'1 or Grade SST Mat'1 or Grade SST Agreement No. 5967 Offset Hanger Clamp (PlayBooster) Mat'1 or Grade Part # Mat'1 SST 113729 Cast Aluminum Half Clamp (PlayBooster) Mat'1 Part # 105327 Cast Aluminum Deck Hanger Clamp (PlayBooster) Part # 106022 Mat'1 Cast Aluminum Sheet 4 of 9 Document #26150400 kk landscape structures® Swing Hanger Clamp Agreement No. 5967 ld� ISO 14001 Certified Offset BOIL Bracket (PlayShaper) b Part # Mat'1 Part # Mat'1 121289 Cast Aluminum 113895 Cast Aluminum Ring/Rail Hanger Clamp (PlayBooster) Hex -Pin Allen Wrench Hex -Pin Driver Part # Mat'1 Part # Description 105330 Cast Aluminum 100685 Hex -Pin Allen Wrench 100686 Hex -Pin Driver (Used With A 5/16" Socket) 6 -Lobe Wrench MAIVA"', 6 -Lobe Torx-Pin Driver Driver Part # Description 148680 6 -Lobe Wrench (T-40) 146017 6 -Lobe Wrench (T-45) 146007 6 -Lobe Driver (T-45) (Used With A 5/16" Socket) 127463 Torx-Pin Driver (T-27) (Used With A 1/4" Socket) Sheet 5 of 9 Document #26150400 Agreement No. 5967 kk landscape structures® HOW TO DETERMINE BOLT LENGTHS Example shows a 1 1/4" long plow bolt. Measurement method also applies to flathead cap screws. III�IIIIII� _ 1 1/4" Example shows a 1 1/4" long BH cap screw. Measurement (31,7) method also applies to hex cap screws, limited thread bolts, lag screws and carriage bolts. �IIIIIIIIIII) IIIIIII IIIIIII IIIIIIIIIIIIIII IIIIIII IIIIIII IIIIIII II IIII IIIIIII IIIIIII IIIIIII IIIIIII INCH 1 2 3 4 5 6 mm 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 (Illllllll�ll��lllll�lllllilll�lilllllll�lllilli�l�llllliiil�llillllli�llillllll�illilllli�illlllill�iiiililli�lliiliiii�illiliii��ii�ilinl�liiililii�ii Rule: Measurements should be based on the part of the screw that penetrates the surface. Sheet 6of9 Document #26150400 Agreement No. 5967 kk landscape structures® General Rules For Use Of Drive Rivets -Rivets are used to provide additional assurance for load carry capacity. -Refer to the Spec Sheet Parts List and follow Installation Instructions for each component. -Decks and Overhead Events always need rivets. Typical Half Clamp Rivet Pin T \ I Typical PlayBooster Post IMPORTANT '/4" Hole NOTE: Use Only Bit Size "F" or 1/4" Drill Bit. After Play Component Assembly is Complete, Drill Hole into Post Through Half Clamp, Insert Rivet in Hole, and Hammer Rivet Pin in Until it is Flush with Head. 11-22-99 129847a0 129847b0 Sheet 7of9 Document #26150400 Agreement No. 5967 Drive Rivets Details GL = Grip Length OL = Overall Length Drive Rivet Common Use l d� 100613 1/4" x 7/8" GL (6,4 x 22,2) 100609 1/4" x 63/64" OL (6,4 x 25, 4) 1/4" x 1/2" GL (6,4 x 12,7) Alum Rivet/Alum Pin 1/4" x 21/32" OL (6,4 x 16, 7) 1/4" x 3/16" GL (6,4 x 4,8) To plug holes 1/4" x 11/32" OL (6,4 x 8, 7) in posts Alum Rivet/ Alum Pin 100611 1/4" x 3/8" GL (6,4 x 9,5) 218924 192691 1/4" x 17/32" OL (6,4 x 13, 5) Locking Clamp Post Topper Alum Rivet/ SST Pin 100610 1/4" x 5/8" GL (6,4 x 15,9) 1/4" x 51/64" OL (6,4 x 20, 2) 105327 195922 5" Half Clamp Rope Clamp 156806 Pod Casting Alum Rivet/ SST Pin Other Speciality Drive Rivets ---- 100613 1/4" x 7/8" GL (6,4 x 22,2) 113300 1/4" x 63/64" OL (6,4 x 25, 4) 1/4" x 1/2" GL (6,4 x 12,7) Alum Rivet/Alum Pin 1/4" x 21/32" OL (6,4 x 16, 7) Alum Rivet/ Alum Pin --j _ -) 118158 139152 1/4" x 7/8" GL (6,4 x 25,4) 1/4" x 3/4" GL (6,4 x 19,05) 1/4" x 1 5/32" OL (6,4 x 29, 3) 1/4" x 29/32" OL (6,4 x 23, 0) Alum Rivet/ Alum Pin Alum Rivet/ Alum Pin Sheet 8of9 Document #26150400 Offset Post Hanger Clamp Half Clamp \ BHCS w/Pin Tee Nut Agreement No. 5967 1) Drive Center Pin of Rivet Straight into Post Using '/8" Diameter Punch and Hammer. 2) Unbolt BRCS w/Pin and Tee Nuts from Clamp Using Tamperproof Hex Wrench. Remove Offset Hanger Clamp. Lightly Tap on Half Clamp with Hammer Until Head of Drive Rivet Pulls Away From Half Clamp. 3) Pull Out Drive Rivet Using Claw End of Hammer. Tools Needed: • Claw Hammer • '/8" Diameter Steel Punch • Tamperproof Hex Wrench Sheet 9of9 Document #26150400 ECO# 0101694 Document 26150400 replaces 25914300. Added general rivet niles page. 9/& Agreement No. 5967 lldl� ISO 14001 landscape structures® Common Parts & Fasteners Button Head Cap Screws BRCS w/Pin Carriage Bolts Part # 137277 131849 223807 132626 192071 100195 100196 100198 113027 100171 123224 100173 100199 100174 100175 100176 100168 100200 124460 100201 127551 100203 Inches 1/4" x 3/8" 5/16" x 1/2" 5/16" x 3/4" 5/16" x 7/8" 3/8" x 5/8" 3/8" x 7/8" 3/8" x 1 1/8" 3/8" x 1 3/8" 3/8" x 1 1/2" 3/8" x 1 11/16' 3/8" x 2" 3/8" x 2 1/4" 3/8" x 2 1/2" 3/8" x 2 3/4" 3/8" x 3" 3/8" x 3 1/4" 3/8" x 3 1/2" 3/8" x 3 3/4" 5/8" x 1 1/2" 5/8" x 1 1/2" 5/8" x 2 1/4" Hex Cap Screws Recommended Sizes Mat'1 Torque mm or Grade Ft./lbs Kgm (6,4 x 9,5) SST -PAT (7,9 x 12,7) SST -PAT (7,9 x 19,0) SST -PAT (7,9 x 22,2) SST -PAT M 8 x 24 mm SST -PAT (9,5 x 15,9) SST -PAT (9,5 x 22,2) SST -PAT (9,5 x 28,6) SST -PAT (9,5 x 34,9) SST -PAT (9,5 x 38,1) SST -PAT (9,5 x 42,9) SST -PAT (9,5 x 50,8) SST -PAT (9,5 x 57,2) SST -PAT (9,5 x 63,5) SST -PAT (9,5 x 69,9) SST -PAT (9,5 x 76,2) SST -PAT (9,5 x 82,6) SST -PAT (9,5 x 88,9) SST -PAT (9,5 x 95,2) SST -PAT (15,9 x 38,1)SST-PAT (15,9 x 38,1)SST- ANTI-SEIZE (15,9 x 57,2)SST-PAT �i11) Sizes Part # Inches mm 10 10 10 10 10 15 15 15 15 15 15 15 15 15 15 15 15 15 15 50 50 50 1.4 1.4 1.4 1.4 1.4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 7 Recommended Mat'1 Torque or Grade Ft./lbs Kgm 100206 3/8" x 1" (9,5 x 25,4) SST -PAT 15 2 100208 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100209 3/8" x 1 3/4" (9,5 x 44,4) SST -PAT 15 2 135682 3/8" x 3 1/8" (9,5 x 79,3) SST -PAT 15 2 135683 3/8" x 4 5/8" (9,5 x 117,5) SST 15 2 100214 3/8" x 5" (9,5 x 127) SST -PAT 15 2 121499 7/16" x 1 3/4" (11,1 x 114,3) SST -PAT 15 2 100216 1/2" x 1 1/4" (12,7 x 31,7) SST 15 2 131862 1/2" x 2 1/4" (12,7 x 57,1) SST -PAT 20 2.8 Certified Recommended Flat Head Cap Screws (FRCS) No Pin* With Pin Sizes Mat'1 Torque Part # Inches mm or Grade Ft./lbs Kgm 100135 5/16" x 1 1/4" (7,9 x 31,8) SST -PAT 5 0.7 100147 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 15 2 116017 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 15 2 100148 3/8" x 1 3/4" (9,5 x 44,5) SST -PAT 15 2 Flat Head Cap Screws (FRCS) No Pin* With Pin NOTE: These are recommended torque applications per fastener size. When fasteners are used with plastic or wood products, the torque specifications will be excessive and we recommend that the installer apply some caution when tightening the fasteners. Plastic or wood products should begin to deform slightly. Fasteners in- dicated with "Pat" includes a locking patch type material and should cure for 72 hours for maximum strength. PS/PB/Evos/Weevos Common Parts/Torque Chart Sheet of t:]�lrY�.�y �:�a bZe�•i �. _�.111111 :�H1H4:s.c:t��Hs:Y.i:u=1!si i:Yt:�R-7 i tiyr.ire.rai.s:Y.1:11Fx:u:71LaR=ia�:Fu:=f4ritii �.V II�:%19AV IAM © 2019 by Landscape Structures All rights reserved. Document #26150400 Recommended Sizes Mat'1 Torque Part # Inches mm or Grade Ft./lbs Kgm 148686 3/8" x 3/4" (9,5 x 19,05) SST -PAT 13 1.8 100252* 3/8" x 1 1/4" (9,5 x 31,8) SST -PAT 13 1.8 151421 3/8" x 1 1/2" (9,5 x 38,1) SST -PAT 13 1.8 148765 3/8" x 3 1/2" (9,5 x 88,9) SST -PAT 13 1.8 130824* 1/2" x 2 1/4" (12,5 x 57,2) SST 20 2.8 NOTE: These are recommended torque applications per fastener size. When fasteners are used with plastic or wood products, the torque specifications will be excessive and we recommend that the installer apply some caution when tightening the fasteners. Plastic or wood products should begin to deform slightly. Fasteners in- dicated with "Pat" includes a locking patch type material and should cure for 72 hours for maximum strength. PS/PB/Evos/Weevos Common Parts/Torque Chart Sheet of t:]�lrY�.�y �:�a bZe�•i �. _�.111111 :�H1H4:s.c:t��Hs:Y.i:u=1!si i:Yt:�R-7 i tiyr.ire.rai.s:Y.1:11Fx:u:71LaR=ia�:Fu:=f4ritii �.V II�:%19AV IAM © 2019 by Landscape Structures All rights reserved. Document #26150400 kk landscape structures® BRCS w/Pin Limited Thread Bolts Agreement No. 5967 Expansion Anchors (Used To Secure Components To Concrete Slabs) rt--' Lag Screws Recommended Recommended Alum Rivet/SST Pin Sizes Mat'1 Torque Sizes Mat'1 Torque Part # Inches mm or Grade Ft./lbs Kgm Part # Inches mm or Grade Ft./lbs Kgm 100290 3/8" x 7/8" (9,5 x 22,2)SST-PAT 21 3 100263 3/8" x 2 3/4" (9,5 x 69,9) Alloy Steel 15 2 100292 3/8" x 1 1/4" (9,5 x 31,8)SST-PAT 21 3 100266 1/2"x23/4" (12,7 x 69,9) Alloy Steel 20 2.8 157704 7/16" x 2" (11,11x 51) SST -PAT 40 5.5 127068 7/16" x 2 7/16" (11,11 x61,91)SST-PAT 40 5.5 Lag Screws Screw, Type AB Thread BRCS w/Pin Drive Rivets Sizes NOTE: For more detail see drive rivet detail page. Part # Inches mm Mat'1 100612 3/16" x 3/8" (4,7 x 9,5) Alum Rivet/Alum Pin 100609 1/4" x 3/16" (6,4 x 4,8) Alum Rivet/Alum Pin 100611 Sizes Mat'1 Alum Rivet/SST Pin Part # Inches mm or Grade Head Type 100127 5/16" x 1 1/4" (7,9 x 31,8) SST Hex Head 168198 3/8" x 1 1/2" (9,5 x 38,1) SST Button Head (Shown) 1/4" x 7/8" (6,4 x 22,2) Alum Rivet/Alum Pin 139039 3/8" x 2" (9,5 x 50,8) SST Button Head (Shown) Screw, Type AB Thread BRCS w/Pin Drive Rivets Sizes NOTE: For more detail see drive rivet detail page. Part # Inches mm Mat'1 100612 3/16" x 3/8" (4,7 x 9,5) Alum Rivet/Alum Pin 100609 1/4" x 3/16" (6,4 x 4,8) Alum Rivet/Alum Pin 100611 1/4" x 3/8" (6,4 x 9,5) Alum Rivet/SST Pin 113300 1/4" x 1/2" (6,4 x 12,7) Alum Rivet/Alum Pin 100610 1/4" x 5/8" (6,4 x 15,9) Alum Rivet/SST Pin 139152 1/4" x 3/4" (6,4 x 19,05) Alum Rivet/Alum Pin 100613 1/4" x 7/8" (6,4 x 22,2) Alum Rivet/Alum Pin 118158 1/4" x 1" (6,4 x 25,4) Alum Rivet/Alum Pin Low Crown Cap Nut Sheet 2 of 9 Document #26150400 Mat'1 Size Part # Size or Grade Part # Inches Mat'1 129671 #14 x 1/2" SST 100349 3/8" -16 UNC SST 127872 #14 x 3/4" SST 136232 #14 x 1" SST 129672 #14 x 1 1/4" SST Sheet 2 of 9 Document #26150400 A& landscape structures, Standard Hex Nuts Flange Nut w/Pin Sizes Part # Inches 100326 5/16-18 UNC 100321 3/8-16 UNC 100327 3/8-16 UNC 128296 3/8-16 UNC (Jam Nut) 100328 7/16-14 UNC 145021 7/16-14 UNC (Jam Nut) 100322 1/2-13 UNC 129692 1/2-13 UNC 129693 1/2-13 UNC (Jam Nut) 100323 5/8-11 UNC Flange Nut w/Pin Flat Washers Mat'1 or Grade SST SST -Pat SST SST SST SST SST SST -Pat SST SST Mat'1 or Grade SST SST SST Sizes Part # Inches 175006 5/16 x 18 UNC 192064 M 8 x 24 mm 100353 3/8-16 UNC Flat Washers Mat'1 or Grade SST SST -Pat SST SST SST SST SST SST -Pat SST SST Mat'1 or Grade SST SST SST Agreement No. 5967 ld� ISO 14001 Certified Curved Spring Washer O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100380 1/2" (12,7) SST 0.531 0.795 SAE Flat Washers O.D. I.D. Mat'1 I.D. O.D. Sizes or Grade Part # Inches mm I.D. O.D. 122039 1/4" 6,3) SST 0.312 .734 100362 3/8" 9,5) SST 0.406 1.002 112793 7/16" 11,1) SST 0.505 1.262 100363 1/2" 12,7) SST 0.536 1.262 100366 5/8" 15,9) SST 0.688 1.750 123737 11/8" (28,6) SST 1.140 1.750 Agreement No. 5967 ld� ISO 14001 Certified Curved Spring Washer O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100380 1/2" (12,7) SST 0.531 0.795 SAE Flat Washers O.D. I.D. Mat'1 Sizes or Grade Part # Inches mm I.D. O.D. 100378 3/8" x 1 1/2" (9,53 x 38,1) SST 0.406 1.500 100379 1/2" x2" (12,7 x 50,8) SST 0.531 2.000 Tee Nut (PlayBooster Clamps) Sizes Part # Inches 100351 3/8-16 UNC Mat'1 or Grade SST Sheet 3 of 9 Document #26150400 Sizes or Grade Part # Inches mm I.D. O.D. 100364 1/4" (6,35) SST 0.281 0.625 223956 5/16" (7,92) SST 0.344 0.688 100365 3/8" (9,5) SST 0.411 0.816 113550 1/2" (12,7) SST 0.531 1.062 129500 5/8" (15,9) SST 0.686 1.342 Fender Washers Sizes or Grade Part # Inches mm I.D. O.D. 100378 3/8" x 1 1/2" (9,53 x 38,1) SST 0.406 1.500 100379 1/2" x2" (12,7 x 50,8) SST 0.531 2.000 Tee Nut (PlayBooster Clamps) Sizes Part # Inches 100351 3/8-16 UNC Mat'1 or Grade SST Sheet 3 of 9 Document #26150400 9/& landscape structures® Set Screw C> Sizes Part # Inches mm 100298 3/8"x7/16" (9,5 x 11,1) Bolt Link Part # 138915 Double Clevis i� Part # 138917 Mat'1 or Grade SST Mat'1 or Grade SST Agreement No. 5967 Offset Hanger Clamp (PlayBooster) Mat'1 or Grade Part # Mat'1 SST 113729 Cast Aluminum Half Clamp (PlayBooster) Mat'1 Part # 105327 Cast Aluminum Deck Hanger Clamp (PlayBooster) Part # 106022 Mat'1 Cast Aluminum Sheet 4 of 9 Document #26150400 kk landscape structures® Swing Hanger Clamp Agreement No. 5967 ld� ISO 14001 Certified Offset BOIL Bracket (PlayShaper) b Part # Mat'1 Part # Mat'1 121289 Cast Aluminum 113895 Cast Aluminum Ring/Rail Hanger Clamp (PlayBooster) Hex -Pin Allen Wrench Hex -Pin Driver Part # Mat'1 Part # Description 105330 Cast Aluminum 100685 Hex -Pin Allen Wrench 100686 Hex -Pin Driver (Used With A 5/16" Socket) 6 -Lobe Wrench MAIVA"', 6 -Lobe Torx-Pin Driver Driver Part # Description 148680 6 -Lobe Wrench (T-40) 146017 6 -Lobe Wrench (T-45) 146007 6 -Lobe Driver (T-45) (Used With A 5/16" Socket) 127463 Torx-Pin Driver (T-27) (Used With A 1/4" Socket) Sheet 5 of 9 Document #26150400 Agreement No. 5967 kk landscape structures® HOW TO DETERMINE BOLT LENGTHS Example shows a 1 1/4" long plow bolt. Measurement method also applies to flathead cap screws. III�IIIIII� _ 1 1/4" Example shows a 1 1/4" long BH cap screw. Measurement (31,7) method also applies to hex cap screws, limited thread bolts, lag screws and carriage bolts. �IIIIIIIIIII) IIIIIII IIIIIII IIIIIIIIIIIIIII IIIIIII IIIIIII IIIIIII II IIII IIIIIII IIIIIII IIIIIII IIIIIII INCH 1 2 3 4 5 6 mm 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 (Illllllll�ll��lllll�lllllilll�lilllllll�lllilli�l�llllliiil�llillllli�llillllll�illilllli�illlllill�iiiililli�lliiliiii�illiliii��ii�ilinl�liiililii�ii Rule: Measurements should be based on the part of the screw that penetrates the surface. Sheet 6of9 Document #26150400 Agreement No. 5967 kk landscape structures® General Rules For Use Of Drive Rivets -Rivets are used to provide additional assurance for load carry capacity. -Refer to the Spec Sheet Parts List and follow Installation Instructions for each component. -Decks and Overhead Events always need rivets. Typical Half Clamp Rivet Pin T \ I Typical PlayBooster Post IMPORTANT '/4" Hole NOTE: Use Only Bit Size "F" or 1/4" Drill Bit. After Play Component Assembly is Complete, Drill Hole into Post Through Half Clamp, Insert Rivet in Hole, and Hammer Rivet Pin in Until it is Flush with Head. 11-22-99 129847a0 129847b0 Sheet 7of9 Document #26150400 Agreement No. 5967 Drive Rivets Details GL = Grip Length OL = Overall Length Drive Rivet Common Use l d� 100613 1/4" x 7/8" GL (6,4 x 22,2) 100609 1/4" x 63/64" OL (6,4 x 25, 4) 1/4" x 1/2" GL (6,4 x 12,7) Alum Rivet/Alum Pin 1/4" x 21/32" OL (6,4 x 16, 7) 1/4" x 3/16" GL (6,4 x 4,8) To plug holes 1/4" x 11/32" OL (6,4 x 8, 7) in posts Alum Rivet/ Alum Pin 100611 1/4" x 3/8" GL (6,4 x 9,5) 218924 192691 1/4" x 17/32" OL (6,4 x 13, 5) Locking Clamp Post Topper Alum Rivet/ SST Pin 100610 1/4" x 5/8" GL (6,4 x 15,9) 1/4" x 51/64" OL (6,4 x 20, 2) 105327 195922 5" Half Clamp Rope Clamp 156806 Pod Casting Alum Rivet/ SST Pin Other Speciality Drive Rivets ---- 100613 1/4" x 7/8" GL (6,4 x 22,2) 113300 1/4" x 63/64" OL (6,4 x 25, 4) 1/4" x 1/2" GL (6,4 x 12,7) Alum Rivet/Alum Pin 1/4" x 21/32" OL (6,4 x 16, 7) Alum Rivet/ Alum Pin --j _ -) 118158 139152 1/4" x 7/8" GL (6,4 x 25,4) 1/4" x 3/4" GL (6,4 x 19,05) 1/4" x 1 5/32" OL (6,4 x 29, 3) 1/4" x 29/32" OL (6,4 x 23, 0) Alum Rivet/ Alum Pin Alum Rivet/ Alum Pin Sheet 8of9 Document #26150400 Offset Post Hanger Clamp Half Clamp \ BHCS w/Pin Tee Nut Agreement No. 5967 1) Drive Center Pin of Rivet Straight into Post Using '/8" Diameter Punch and Hammer. 2) Unbolt BRCS w/Pin and Tee Nuts from Clamp Using Tamperproof Hex Wrench. Remove Offset Hanger Clamp. Lightly Tap on Half Clamp with Hammer Until Head of Drive Rivet Pulls Away From Half Clamp. 3) Pull Out Drive Rivet Using Claw End of Hammer. Tools Needed: • Claw Hammer • '/8" Diameter Steel Punch • Tamperproof Hex Wrench Sheet 9of9 Document #26150400 ECO# 0101694 Document 26150400 replaces 25914300. Added general rivet niles page. k& landscape structures (2) Handhold Panels Top o{ panel Top of Camp I 15"MaX I � I I I L ` rn 00 I� �! Cl) M I I L I I Top of�— __-- peck I I I � � (4) 3/g" Flange Nuts w/Pin ,I (4) 3/811 x 7/811 BHCS w/Pin W/ 3/g" SAE Flat Washers I I I I I I I , I , I , I I I I I I I I I I Protective Surfacing 72" Deck Height Shown Typical PlayBooster Post J Corkscrew Agreement NOsbXLTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 3 �� !'� Height of the adjacent equipment (Ref l[l�i Eff, Certified ASTM F1487 ) PLAN VIEW/ FOOTING LAYOUT Deck Corkscrew Typical Concrete Footing 21 530 DETAIL HANDHOLD PANEL ATTACHMENT (2) 3/g" Flange Nuts w/Pin (2) 34" x 4 ,/2 Threaded Rods (2) Spacer Tubes (2) Handhold Panels Corkscrew DETAIL 14814600 (2) Typical Offset Hanger Clamp Assemblies SURFACE MOUNT Expansion -" _/ Corkscrew Anchors w/'/2" Flat Washers &'/2" ______f- __ .________ Standard Hex Nuts: NOTE: Sufficient protec- -Concrete 4 tive surfacing must cover hardware to satisfy fall height requirements. DETAIL Crushed Rock DIRECT BURY Loose Fill Protective Surfacing = Subgrade lllm - o I E = o E chi 00 - c Concrete ---------- Corkscrew-------a N'n a / Crushed _- Rock 12" 'I 300 PIa+y+Booster° 148432 Corkscrews, 32"-72" Decks �:d� JY L. �=� IGS 4 kih•1 i. h 4 �_u rew u u i i 4=iU I _i=r�Ytsta:PNs:Y......... :u�Yt� i:It:�ti-rr.usaaai Fx:ua:/L i.n� [i u�M�1:Fv'/Y�=14�i�� a r� 7G�.V (►I:F9r:/Y4Fy dty © 2004 by Landscape Structures All rights reserved. Document #14814600 kk PlayBooster° 148432 Corkscre�nism32"72" D cks landscape structures® Parts List Primary fasteners shall be socketed and pinned tam- Installation Instructions Part# Description Qty, 1) (Direct Bury) Dig footing hole as shown. Refer to the Plan View/ 147954 Handhold Panel, Specify Color.....................................2 DB - Approx. 2 man hours Concrete Req.: Footing Layout. 105327 5" Half Clamp, Specify Color.......................................2 79 lbs. (56"-72" Deck) Fall Height: 113729 Offset Hanger Clamp, Specify Color ............................2 72" (1830 nun) - (56", 64" & 72" Deck Heights) 2) Attach offset hanger clamps to posts at heights shown using 5" half 147941 Corkscrew, 32" Deck (D13), Specify Color ...................1 clamps,'/," x 1 '/s" BRCS w/pin and'/," tee nuts. Refer to the Typical 147942 Corkscrew, 40" Deck (DB), Specify Color ................... l Offset Hanger Clamp Spec Sheet. 147943 Corkscrew, 48" Deck (DB), Specify Color ................... l 146511 Corkscrew, 56" Deck (D13), Specify Color ...................1 3) Attach handhold panels to the face of the deck using '/," x'/," BRCS 146512 Corkscrew, 64" Deck (DB), Specify Color...................1 w/pin with'/s" SAE flat washers and'/s" flange nuts w/pin. 146513 Corkscrew, 72" Deck (D13), Specify Color ...................1 4) Attach corkscrew to handhold panels and offset hanger clamps using'/s" 146514 Corkscrew, 32" Deck (SM), Specify Color ................... l flange nuts w/pm,'/," x 4 1/," threaded rods and spacer tubes. Refer 146515 Corkscrew, 40" Deck (SM), Specify Color...................1 146516 Corkscrew, 48" Deck (SM), Specify Color...................1 to the Handhold Panel Attachment Detail. NOTE: Turn z/S" 146517 Corkscrew, 56" Deck (SM), Specify Color ................... l x 4 '/," threaded roti into 3/S" flange nut rt/pin until it bottoms out, 146518 Corkscrew, 64" Deck (SM), Specify Color ................... l before attaching corkserert. 146519 Corkscrew, 72" Deck (SM), Specify Color ................... l 113468 '/s" O.D. x 1 "1'16" Spacer Tube, Specify Color..............2 5) (Direct Bury) With corkscrew plumb, pour concrete footing. Allow 100610 '/," x `/b" Drive Rivet, AUSST......................................2 concrete footing to cure a minimum of 72 hours before users are al- lowed to play on the structure. 148176 Pole Hardware Package............................................1 100196 '/s" x'/b" BHCS w/Pin, SST..........................................4 (Surface Mount) Drill'/," x 3" deep holes through support plate using 100198 '/s" x 1 '/b" BHCS w/Pin, SST.......................................4 hanuner drill and'/," masonry bit. Tap expansion anchors into drilled 100351 '/S" Tee Nut, SST............................................................4 holes. Fasten support plates to expansion anchors using 1/" standard 100353 '/S" Flange Nut w/Pin, SST............................................6 hex nuts with 1/" flat washers. 100365 'is" SAE Flat Washer, SST.............................................4 148081 '/s" x 4 '/," Threaded Rod, SST.....................................2 6) Install protective surfacing before users are allowed to play on the structure. 111392 2 -Hole (SNI) Hardware Package ..............................1 100266 '/," x 2 '/," Expansion Anchors......................................2 100322 '/," Standard Hex Nut, SST...........................................2 100363 'i," Flat Washer, SST.....................................................2 DB = Direct Bury SNI = Surface Mount Specifications Corkscrew: Weldment comprised of 1.900" O.D. RS -40 (.120 - .130") galvanized steel tubing, and 1.315" O.D. RS -20 (.080" -.090") galvanized steel tubing. Finish: ProShield', color specified. Handhold Panel: Solid color Penualene, color specified. Spacer Tube: Made from 6061-T6 aluminum '/," O.D. x 1 11/1C". Finish: ProShield, color specified. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 1 V. man hours DB - Approx. 2 man hours Concrete Req.: Approx. 1.3 cu. ft. Weight: 67 lbs. (32"-48" Deck) 79 lbs. (56"-72" Deck) Fall Height: 48" (1220 nun) - (32", 40" & 48" Deck Heights) 72" (1830 nun) - (56", 64" & 72" Deck Heights) ECO #0101186 CorkSciew Spec changes RS20 to RS40 9/& landscape structures° Typical PlayBooster (2) Handhold Post Panels o Max ' 15 (2)Typical-.--.-. J. 38� Offset Hanger Clamp Assemblies F 48"-72" Deck Lollif Clim Agreement NoSZlALTE Choose a protective surfacing material that has a Critical Height Value of at least the JL�'II, height of the Highest Accessible Part/Fall 4001 HHeig1487�fthe adjacent equipment (Ref ASTM IO2:61MINAM'Ml' Certified 17608400 (2)3/8" Flan Nuts w/Pin DETAIL PANEL ATTACHMENT A- (2)Typical Offset Hanger Clamp Assemblies (2) 7/8" O.D. x 1 11/16" Spacer Tubes DETAIL (2) Handhold Panels (2) 3/8" x 3 3/4" BHCS w/Pin LOLLIPOP CLIMBER ATTACHMENT ollipop--------�,- Deck 'limber (2) 3/g' x 1 1/8" andardBHCS w/Pin W/ 3/81' \., \ W/ 3/8" SAE hers Flat Washers DETAIL PANEL TO DECK ATTACHMENT �— ,Deck ji) r� dhold -(4) 3/g' Flange Nuts w/Pin (4 ) 3/8" x 7/8" BHCS w/Pin W/ 3/8" Flat Washers ME-] 5urtacing PlayBooster° 176078 Lollipop Climber, 48"-72" Deck Sheet of `4U rY i. a.�ll i 3 4-1 Yah d i. � h 4 �d a �f✓w u u � u � a��11_a�F'1�:uaalti�:2a:L�/L i �•YI':y K=i � u �:rr• i u. ra �.�:Y•2:'u� iLi:'ua=/L a.h`i � �i i rah�►1:1:'v:/Yti-Ytlili i u � 7_l.V I/�>F'l �'IY�I [:'r�� © 2011 by Landscape Structures All rights reserved Document #17608400 PlayBooster° 176078 Lollipop Clfi'A ere48No. 2'9Deck landscape structures® Parts List Installation Instructions Part# Description Qty 100610 V," x `/," Drive Rivet, AUSST................................. 2 105327 5" Half Clamp, Specify Color .................................. 2 113468 7/1,11 O.D. x 1 "/'16" Spacer Tube, Specify Color ...... 2 113729 5" Offset Hanger Clamp, Specify Color .................. 2 139563 Handhold Panel, Specify Color ................................ 2 175873 48"-56" Lollipop Climber, DB, Specify Color....... 1 175871 64"-72" Lollipop Climber, DB, Specify Color....... 1 176115 48" Lollipop Climber, SM, Specify Color .............. 1 176116 56" Lollipop Climber, SM, Specify Color .............. 1 176117 64" Lollipop Climber, SM, Specify Color .............. 1 176118 72" Lollipop Climber, SM, Specify Color .............. 1 176384 Lollipop Climber Hardware Package .................. 1 100196 ," x 7/," BHCS w/Pin, SST ..................................... 4 100198 ," x 1 V," BHCS w/Pin, SST .................................. 6 100327 i," Standard Hex Nut, SST ...................................... 2 100351 g Tee Nut, SST ........................................................ 4 100353 ," Flange Nut w/Pin, SST ....................................... 6 100362 ," Flat Washers, SST ............................................... 6 100365 ," SAE Flat Washers, SST ...................................... 2 124460 ," x 3 '/," BHCS w/Pin, SST .................................. 2 111392 2 -Hole (SNI) Hardware Package.. 100266 '/_" x 2 '/," Expansion Anchors ....... 100322 '/_" Standard Hex Nut, SST ............. 100363 '/_" Flat Washer, SST ........................ DB = Direct Bury SNI = Surface Mount 1) (Direct Bury) Dig footing hole spaced as shown. 2) Attach the handhold panels to the face of the deck using '/," x '/," BRCS w/pin with '/," flat washers and '/s" flange nuts iv/pin. 3) Attach handhold panels to the offset hanger clamps, using '/,I' x 3 '/," BRCS w/pin,'/," O.D. x 1 "/16" spacer tubes and'/," flange nuts lv/pin. Refer to the Panel Attachment Detail. 4) Attach offset hanger clamps to posts at height shown using 5" half clamps, '/," x 1 1/," BRCS w/pin and tee nuts. Refer to the Typi- cal Offset Hanger Clamp Spec Sheet. 5) Attach Lollipop climber to deck, using s/," x 1 1/," BRCS w/pin with SAE flat washers and 14" standard hex nuts with flat washers. 6) Install'/," x s/," drive rivets in all 5" half clamps. Drill through hole in 5" half clamp and into 5" post with a 1/4" or -F- (only) drill bit, insert drive rivet into hole through clamp and into post. Hanmier drive rivet pin in until flush with head. Refer to the Typical Offset Hanger Clamp Spec Sheet. 7) (Direct Bury) With Lollipop climber plumb, pour concrete footing. Allow concrete footing to cure for a minimum of 72 hours before users are allowed to play on the structure. ....................... IL (Surface Mount) With Lollipop climber plumb, drill 1/," x 3" deep " holes through mounting plates using hanmier drill and 1/," masonry bit. Tap expansion anchors into drilled holes. Fasten mounting plates to expansion anchors, using'/," standard hex nuts with 1/," flat wash- ers. Specifications 8) Install protective surfacing before users are allowed to play on the component. Lollipop Climber: Weldment comprised of 1.315" O.D. RS20 (.080"- .090" wall) galvanized steel tube, 2.375" O.D. RS20 (.095"-.105" wall) galvanized steel tube, 1/4" HRPO steel sheet and 10 GA. (.135") HRPO steel. Finish: ProShield'', color specified. Handhold Panel: Permalene, color specified. Spacer Tube: Made from 6061-T6 aluminum'/," O.D. x 1 11/16" Finish: ProShield, color specified. Clamps: Cast aluminum. Finish: ProShield color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific prod- uct installation/specifications). Installation Time: SM - Approx. 1 '/, man hours DB - Approx. 2 man hours Concrete: DB -Approx. 1.31 cu. ft. Weight: DB 63 lbs. (48"-5611) DB 71 lbs. (64"-721') SM 59 lbs. (481') SM 60 lbs. (561') SM 66 lbs. (641') SM 68 lbs. (721') Fall Height: Deck Height 9/& landscape structures° PLAN VIEW/FOOTING LAYOUT Concrete Footing 48"-72" �" N Deck (Ih (Ih (Ih d o V V V N O 49"/1240 (48"-56" Decks) 50 3/4"/1290 (64"-72" Decks) DETAIL SURFACE MOUNT (2)'/2' Standard"Lollipop Hex Nuts w/'/2" Climber Flat Washers Loose Fill _ (2)'/2"x 2 g/4" zm _._`-._---- Expansion Anchors 8.1 Concrete----- ---- Crushed ----- Rock NOTE: Sufficient protec- tive surfacing must cover hardware to satisfy fall G o height requirements. Agreement No. 5967 DETAIL DIRECT BURY Lollipop___ Climber Loose Fill _ Protective Surfacing Subgrade .._..._ _� ,� �� -carocli E o6 o6 n G o (0 a 'n o0 - C) o co Concrete --------- - cli m Crushed - — — Rock 12" 300 Pla Booster 176078 Lollipop Climber, 48"-72" Deck Sheet 2 of 2 © 2011 by Landscape Structures All rights reserved Document #17608400 k& landscape structures Typical - PlayBooster, Post of Clamp M Cl) M Cl) M I 48" Deck Top �I 3 ° 7 ° (2) /8' x / ' BHCS wAn 3 11 ) Infill anels (4 ) 3/811 x 1 3/a r BHCS w/Pin w/ 3/ " SAE Flat Was6rs 24'�a Agreement NOsbXLTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the ��height of the Highest Accessible Part/Fall ISO 14001 �� !!�� Height of the adjacent equipment (Ref l�lTTEff m, Certified ASTM F1487 ) 20402400 - DETAIL PANEL ATTACHMENT I I \ Post (2) Typical Offset ' Hanger Clamp I (2)3/ 8 _--Assemblies Flange - Nuts w/Pin 0. r I (2) Spacer �_ {i / Tubes —I"2)3/81° x 3 3/41. (2) Infill Panels BHCS w/Pin W/ /@. ,SAE I (2)3/81, Flat NasherS Flange Nuts w/Pin (4) 3/8n I , Standard (4)3/ x 1 1/8" Hex Nuts W/ 3/ " SAE 8" BHCS w/Pin Flat 8 w/ 3/@". ,SAE Flat NasherS Washers SAE Flat NOTE: Protective surfacing adjacent to the transfer deck 3 -Step must be accessible. Section Lower Rail Sectio / Section NOTE: The illustration shown is a left hand orientation. Re- fer to the site plan drawing for the specified orientation F- CD - N co (2) Handrails DETAIL HANDRAIL ATTACHMENT (3) Rails V o 0 o Step ` o =Gi Section - c J -�vvvee- BHCb w/Pin - - - - - Deck w/ 3/ " SAE Flat Support Was6rs 1 / J( (6) 3/8" x 2" Cap w/ SAE (8) 3/8 x 1 1/8 BHCS w/ 3/8n BHCS w/Pin Hex Tuts w/ 3/ " W/ 3/$"� �SAE Flat VVasherS SAE Flat Washers (6) 3/8" Low �_e e Crown Cap Nuts a eeeeee`e ee vae w/3/"Fender Y °e v vev ev ev . ev vv`ee w ee eeaeve0ee eee v ee Was6rs m v Transfer a� e Deck -�vvvee- BHCb w/Pin - - - - - Deck w/ 3/ " SAE Flat Support Was6rs 1 / J( (4) 3/ " Low Crown �uts 3/$' Cap w/ SAE (8) 3/8 x 1 1/8 (8) 3/ " Standard Flat Washers BHCS w/Pin Hex Tuts w/ 3/ " W/ 3/$"� �SAE Flat VVasherS SAE Flat WasAers Surfacing PlayBooster® 152911 Transfer Module, 48", w/Handrails Sheet 1of2 V i�rrr�.�yr:.a�� •.. a�.�•�a�eut wi �i•: 11—:1 :t:irNs:t:Y.0 lL sii•Yt:�R a�•s:t:t:.. F2:ir 7I1L=i�•i - —A.lK, - Y,,:r4- •r— _ ' y : I © 2014 by Landscape Structures All rights reserved Document #24445200 reement No. 5967 PlayBooster° 152911 Transfer Module, 48", w/Handrails landscape structures® Parts List Part# Description Qtv. 100610 '113" x `11 ' Drive Rivet, AUSST......................................2 perforated with 5/116" diameter holes and measures 29" 105327 5' Half Clamp, Specify Color.......................................2 Railings: 113468iS" O.D. x 1 "i " Spacer Tube, Specify Color..............2 inserts with'/ " internal threads. Finish: TenderTuff, 113729 Offset Hanger amp, Specify Color ............................2 Step Sections: 181371 Deck Support (DB), Specify Color ............................... l 181373 Deck Support (SM), Specify Color ............................... l 181374 Step Support (DB), Specify Color ................................. l 181376 Step Support (SM), Specify Color................................1 8 144696 1 -Step Section, Specify Color ....................................... l 144700 3 -Step Section, Specify Color ....................................... l 152640 3 -Step Handrail, Specify Color.....................................2 152641 Lower Rail, Specify Color ............................................. l 153398 Transfer Deck, Specify Color ........................................ l 153399 Infill Panel, Specify Color.............................................2 204034 Transfer Module Hardware Package ....................... 1 100173 3. " x 2" BHCS, SST......................................................6 perforated with 5/116" diameter holes and measures 29" 100196 311"" x / " BHCS w/Pin, SST..........................................4 Railings: 100198 3/S" x 1 "'i " BHCS w/Pin, SST......................................20 inserts with'/ " internal threads. Finish: TenderTuff, 100327 311`1 Standard Hex Nut, SST..........................................16 Step Sections: 100351 3/"' Tee Nut, SST...........................................................4 to ASTM A1011. Standing surface is 24'/," wide x 14" deep and is perforated with 5/I " diameter holes. 100353 3/3" Flange Nut Wi.Pin, SST............................................4 Spacer Tube: 100365 i " SAE Flat Washer, SST............................................54 Finish: ProShield''', color specified. 113027 3" x 1 V" BHCS w/Pin, SST ....................................... 8 124460 113" x 3 """ BHCS w/Pin, SST.......................................2 100378 " Fend'er Washer, SST................................................6 100349 iS" Low Crown Cap Nut, SST.....................................12 111393 4 -Hole (SNI) Hardware Package ..............................1 100263 3, " x 2 3i " Expansion Anchors......................................4 100327 i " Standard Hex Nut, SST...........................................4 100365 iS" SAE Flat Washers, SST...........................................4 121256 2 -Hole (SNI) Hardware Package ..............................1 100263 " " x 2 3i " Expansion Anchors......................................2 100327 3i"1 Stand'ard Hex Nut, SST...........................................2 100365 311"1 SAE Flat Washers, SST...........................................2 DB = Direct Bury SM = Surface Mount Specifications Deck: Flange formed from 12 GA (.105") sheet steel conforming to ASTM A1011. Standing surface is perforated with 5/116" diameter holes and measures 29" per (2) sides. Finish: TenderTuffrl`i, color specified. Railings: Weldment comprised of formed 1 I/," O.D. x 11 GA (.120") steel tubing with 203 or 3011 stainless steel inserts with'/ " internal threads. Finish: TenderTuff, color specified. Step Sections: Formed from 12 GA (.105") sheet steel conforning to ASTM A1011. Standing surface is 24'/," wide x 14" deep and is perforated with 5/I " diameter holes. Finish: TenderTuff, color specified. Spacer Tube: Made from 6061-T6 aluminum'/Q" O.D. x 1 11/16". Finish: ProShield''', color specified. Panel: Solid color Pernalene' panel, color specified. Deck Support: Weldment comprised of 3 1/," O.D. RS20 (.125") galvanized steel tubing and'!," O.D. x 5" long rod. Finish: ProShield, color specified. Step Support: Weldnnent comprised of 1.660 O.D. RS20 (.080"- .095) and 1 '/4" x 1 '/;" x I/s" HR angle. Finish: ProShield, color specified. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 3 man hours DB - Approx. 4 man hours Concrete Req.: Approx. 3.4 cu. ft. Weight: SM - 264 lbs. DB - 279 lbs. Fall Height: Deck Height Installation Instructions 1) (Direct Bury) Dig footings as shown. Refer to your Plan View/Footing Layout. 2) Attach the deck support to the transfer deck using'/Q" x'/Q" BRCS Iv/pinand'/ " low crown cap nuts with'/a" SAE flat washers. NOTE: Make sure' "roti on support is to dcr support strap on deck as shown. Refer to the beck Support Attachment Detail. 3) Attach the 3 -step section to the transfer deck using '/s" x 1 1/Q" BHCS w/pin with'/," SAE flat washers and'/," standard hex nuts lvith'/," SAE flat washers. 4) Attach the 3 -step section to the face of the mainstructure deck using x 1 I/," BHCS w/pin with SAE flat washers and '/a" standard hex nuts with'/Q" SAE flat washers. 5) Attach the step supportto the 1 step sectionusing'/Q" x 1 I/: BHCS w/pin with'/," SAE flat washers and'/ " standard hex nuts with'/ " SAE flat washer's. Refer to the Step Support Attachment Detail 6) Attach the 1 -step section to the transfer deck using'/s" x 1 I/a" BHCS w/pin with '/," SAE flat washers and'/," standard hex nuts lvith'/Q" SAE flat washers. 7) Attach offset hanger clamps to posts at heights shown using 5" half clamps,'/¢" x 1 I/s" BHCS w/pm and tee tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 8) Attach infill panels to the face of the manistructttre deck using'/," x'/Q" BHCS w/pin with'/," SAE flat washers and'/," flange nuts w0pin. 9) Attach infill panels to offset hanger clamp assemblies using'/s" x 3 '/4" BHCS, spacer tubes and'/," flange nuts w/pm. See Panel Attachment Detail. 10) Attach the handrails to the 3 -step section using'/," x 2" BHCS with'/s" SAE flat washers and'/a" low crown cap nuts wihh'/Q" fender washers. Refer to the Handrail Attachment Detail. 11) Attach the handrails to the infill panels using'/s" x 1 '/a" BHCS w/pin and'/," SAE flat washers. 12) Attach the lower rail to the transfer deck using'/a" x 1 '/s" BHCS 1v/pinith'/a" SAE flat washers and'/a" low crown cap nuts with'/a" SAE w flat washers. 13) Attach the lower rail to the 1 -step section using'/ " x 2" BHCS Nvith'/s" SAE flat washers and'/," low crown cap nuts ivifli Y," fender washers. Refer to the Handrail Attachment Detail. 14) (Direct Bury) With transfer deck and steps level and supports plumb, pour concrete footings. Allow concrete footings to cure a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Mark holes for expansion anchors on concrete slab through support plates. Detach the module from the mainstructure and slide module aside, drill'/Q" x 3" deep holes on marks using hanniner drill and'/Q" masonry bit. Reposition module over drilled holes and tap expansion anchors into drilled holes. Fasten suppport plates to exppan- sion anchors using'/," standard hex nuts with '/s" SAE flat washers. Reattach module to structure. 15) Install I/;" x s/Q" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clannp Spec Sheet. 16) Install protective surfacing before users are allowed to play on the structure. Eco 0101327 Document 24445200 replaces 20402400 Orientation note added k& landscape structures NOTE: Refer to the site plan drawing for proper orienta- tion. PLAN VIEW FOOTING LAYOUT RIGHT HAND STEP 48" Deck 1 -Step Section 3 -Step Section rl M � r uecK 22 5/a" 19 % 575 492 t` N PLAN VIEW FOOTING LAYOUT LEFT HAND STEP 1 -Step 48" Deck Section r_ c;;= -. `'M \ �o _ 4 � 0 �CD 00(0 Typical 3 3/4" Concrete 3 3/'" 19 3/e" 95 Footing 95 " 492 Section r� 61 ,It M Ln �- Deck 22 5/R" 575 Agreement NosbXLTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref ASTM F1487 ) 204023a DETAIL STEP SUPPORT BURY E rY) 00 Subgrade 2i a" a O O a a N Lin Concrete 8" Crushed 200 Rock DETAIL DETAIL SURFACE MOUNT SURFACE MOUNT DETAIL DECK SUPPORT STEP SUPPORT (4) 3/ "Standard DECK SUPPORT BURY Deck Support 1 -Step Section Hex Kluts w/ /$' Deck Support SAE Flat \ (2) 3/ " Standard \ Loose Fill Washers WasHex hlers w/ /a Protective` -_-_-_ / 3 Step Support 3 3--- SAE Flat Surfacing Expansion a u. a °� (2) 3/a" x 2 3/4" . ri Anchors j'° a "•� Expansion 41) Subgrad A .- m 00 Concrete - Anchors a • O 0 0 Concrete Concrete `v NOTE: Sufficient protec- a Crushed tive surfacingmust cover Rock hardware to satisfyfall Crushed — ,� ' height requirements. Crushed Rock 14" Rock 360 DETAIL DECK SUPPORT ATTACHMENT (Cap Nuts ww/ Sia SAE DETAIL /Deck Flat Washers STEP SUPPORT ATTACHMENT O 1 -Step Section (2) 3/811 x 7/ �r I 3 0 BHCS wAn NOTE: Make sure /$" rod on support is under support strap on deck as shown. (Step(4) Standard - `-Pn------ - - ----- - xw/u/ ° SAEuport (4) 3/8" x 3/ 1/8" BHCS Deck Flat Washers w/Pin w/8SAE Flat Support Washers PlayBooster° 1 b2911 Transfer Module, 48", w/Handrails Sheet 2of2 �•..a�.�•a�eu :�HXYt:i:i:irNs:t:Y.ulLsii•Yt:�R i�rryr.�.ra•s:t:i:.. F2:ir7I1L=i�•i y—A.lK, - r,,:r4- •r— _ : ' y :1 © 2014 by Landscape Structures All rights reserved Document #24445200 9/& landscape structures° Typical 5 „ PlayBooster 35 �a Post g05 Top Of Panel TOP Of\ Clamp--! ° 0 00 1- cO rn M o co 0 Ball Pi Top Of\ r LJ 0 _----� � - - NOTE: The Ball Maze Panel is preassembled at the factory. DETAIL PANELATTACHMENT (2)Typical Offset Hanger Clamp Assemblies (2)3/8 " Flange - Nuts w/Pin PanelW((213/." 3 3/411 BRCS w/Pin TAI L RDECKS DECK MOUNT (4) 3/81, Flange Nuts w/Pin /8" x'/8" BHCS w/Pin W/ 3/g" SAE Flat Washers PlayBooster° 115236 Ball Maze Panel Sheet 1 of 2 %�Py GY 1.1y Y.� 4 �I Yc1h,11. � h 4 �.0 i�w u i u u i �c1U ld �=rFYt:L:1:Pi�:Y.x:u=/L � �•Yka t0 � u til r. a �. ra, •i':1':T:L' l�T:Y:]�/L � R��I � [I I l-lM�klcv'/Y�=14h�� a r� � _�.V (/k:F9r:/k•�cy [a:� © 2002 by Landscape Structures All rights reserved Document #13757600 Agreement NoSZlALTE Choose a protective surfacing material that has a Critical Height Value of at least the S I0I I"Rdll, , height of the Highest Accessible Part/Fall ,—ghtoftheadjacentequipment (Ref ASTM F1487.) Certified 13757600 DETAIL PANELATTACHMENT (2)Typical Offset Hanger Clamp Assemblies (2)3/8 " Flange - Nuts w/Pin PanelW((213/." 3 3/411 BRCS w/Pin TAI L RDECKS DECK MOUNT (4) 3/81, Flange Nuts w/Pin /8" x'/8" BHCS w/Pin W/ 3/g" SAE Flat Washers PlayBooster° 115236 Ball Maze Panel Sheet 1 of 2 %�Py GY 1.1y Y.� 4 �I Yc1h,11. � h 4 �.0 i�w u i u u i �c1U ld �=rFYt:L:1:Pi�:Y.x:u=/L � �•Yka t0 � u til r. a �. ra, •i':1':T:L' l�T:Y:]�/L � R��I � [I I l-lM�klcv'/Y�=14h�� a r� � _�.V (/k:F9r:/k•�cy [a:� © 2002 by Landscape Structures All rights reserved Document #13757600 a& landscape structures® Parts List Part# Description Qty ABOVE DECK 105327 5" Half Clamp, Specify Color .................................. 2 113729 Offset Hanger Clamp, Specify Color ....................... 2 113468 Spacer Tube, Specify Color ...................................... 2 133219 Ball Maze Panel Assy., Specify Color ..................... 1 124900 Tenderdeck Mounting Hardware Package......... 1 124460 ig" x 3 '/," BHCS w/Pin, SST .................................. 2 100196 ig" S'/," BHCS w/Pin, SST ..................................... 4 100198 ig" x 1 '/g" BHCS w/Pin, SST .................................. 4 100351 g Tee Nut, SST ........................................................ 4 100353 ig" Flange Nut w/Pin, SST ....................................... 6 100365 ig" SAE Flat Washer, SST ........................................ 4 BELOW DECK 105327 5" HalfClamp, Specify Color .................................. 4 113729 Offset Hanger Clamp, Specify Color ....................... 4 113468 Spacer Tube, Specify Color ...................................... 2 113464 Angled Panel Bracket, Specify Color ...................... 1 133219 Ball Maze Panel Assy., Specify Color ..................... 1 124947 Below Deck Mounting Hardware Package......... 1 124460 ig" x 3 '/," BHCS w/Pin, SST .................................. 2 100195 ig" x `/," BHCS w/Pin, SST ..................................... 4 100198 ig" x 1 'ig" BHCS w/Pin, SST .................................. 8 100203 Sig" x 2 '/ " BHCS w/Pin, SST .................................. 2 100351 g Tee Nut, SST ........................................................ 8 100353 ig" Flange Nut w/Pin, SST ....................................... 6 100610 i " x `/," Drive Rivet, AUSST................................. 4 PlayBooster° 1152364a�i' aze Vanel Specifications Permalene" Panel: Two color panel measures 35 5/s" wide x 41" high, color specified. Cover: Made from .177" thick x 18 5/1," diameter clear poly- carbonate. Ball: 1/," Diameter, stainless steel. Angled Panel Brkt: Weldment comprised of .190" thick 5052 aluminum formed angle with (2) 6061-T6 aluminum threaded tubes 1 14" O.D. x 1 1/," long. Finish: ProShield''', color specified. Spacer Tube: Made from 6061-T6 aluminum '/," O.D. x 1 11/,,". Finish: ProShield, color specified. Offset Hanger C1ampAssembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific prod- uct installation/specifications). Installation Time: Above Deck Approx.'/, man hour Below Deck Approx. 1 man hour Weight: Above Deck 65 lbs. Below Deck 73 lbs. Installation Instructions ABOVE DECK (See Sheet 1 of 2) 1) Attach panel to the face of the deck, using'/s" x'/," BHCS w/pin with SAE flat washers and flange nuts w/pin. See Detail. 2) Attach offset hanger clamp assemblies to posts at height shown, us- ing 5" half clamps and'/," x 1 1/s" BRCS w/pin with '/s" tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 3) Attach panel to offset hanger clamp clamp assemblies, using '/8" x 3 '/," BHCS w/pin, spacer tubes and'/s" flange nuts w/pin. See Panel At- tachment Detail. 4) Install protective surfacing before users are allowed to play on the structure. BELOW DECK (See Sheet 2 of 2) 1) Attach offset hanger clamp assemblies to posts at height shown, us- ing 5" half clamps and x 1 1/," BHCS iv/pin with I/," tee nuts. Refer To The Typical Offset Hanger Clamp Spec Sheet. 2) Attach angled panel bracket to bottom of panel, using'/s" x'/,," BHCS iv/pin and flange nuts iv/pin. See Panel Attachment Detail. 3) Attach angled panel bracket with panel to offset hanger clamp as- semblies, using 5/s" x 2 1/4" BHCS w/pin. See Below Deck Mount. 4) Attach top of panel to offset hanger clamp assemblies, using'/," x 3 '/," BHCS w/pin, spacer tubes and I/," flange nuts w/pin. See Typical Attachment To Post Detail. 5) Install 1/," x 5/," drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. 6) Install protective surfacing before users are allowed to play on the structure. Eco 451010 Document #13757600 replaces #13412600. Added color combs cations for pennalene petrels. 1/13/10 Removed color combinations block. 9/& landscape structures° Agreement No. 5967 134126a0 Typical I PlayBooster I , Post I 48" or Higher _I Deck (2)3/8n Flange Nuts w/Pin 4 Typical Offset Hanger Clamp -r �I /Assemblies�— Top °f Clamp / O (2) Spacer - Tubes j ® ® O / Ball Maze / ®' (2)3 /8" 3/8" x 3 3/411 Lr) BHCS w/Pin o®® Cl)O I� (2)5/g x 2'/4" BHCS w/Pin ® O O (4 ) 3/811 x 5/811 \ I BHCS w/Pin O Clamp Top of 0. _ A See Clamp/Panel�° Height Table Angled Panel Bracket I Panel .� Clamp/Panel Height Table ' Finished C,rade Protective (Nuts$w//Pin Flange Below Deck A Surfacing BELOW 48" 6'/4"/159 DECK MOUNT Higher d 14'/2"/368 PlayBooster° 115236 Bal I Maze Panel Sheet 2 of 2 IN _I\t wllll•I•I��l•1IdFFYY4':Y:1:1iH�a:[:u 1L 1•Yt:�tO�ubyra�.iso•=:Y.tsi62:u71Lu�i��iuuer�lw /Y� Yth��_�.r�1:FIr Y�F. ;— @ 2002 by Landscape Structures All rights reserved Document #13757600 9/& landscape structures® 2" x 4" x 39" #168467 (Cedar) 2" x 4" x 39" #168467 (Cedar) (4) 3/$' Flange Nuts w/Pin 2" x 6" x 40" #168472 A reement NOSZ47NOTE lldl� Choose a protective surfacing material that has a Critical Height Value of at least the 'O A A ooheight of the Highest Accessible Part/Fall S i'7' 1 Height of the adjacent equipment (Ref ASTM F1487.) Certified 2" x 4" x 39" #168467 (Cedar) 2" x 6" x 40" #168471 (Cedar) A4 90° ttachment (Mink) Brackets Top of . L— - Clamp r. (4)5/ a,. x 1 1/Z,. - BHCS w/Pin t � (4) 3/$n x 1 1/ , Carriage Bots 0 Deck Top of _ — —_- Clamp Top of peck \, )> 2" x 3" x 34 1/8„ #175267 (Cedar) (2) 3/ " x 1 1/2' (6) Boards Lag Screws w/ 3/ 'SAE Flat Was6rs (2) Barrier Rails 21516500 (4) Typical Offset Hanger Clamp Assemblies 2" x 4" x 39" #168467 (Mink) - (2) Barrier Rails DETAIL BOARD ATTACHMENT (12) Railing Board Spacers Play Naturallyr'" �Qy w/ 3/ " SAE Flat Was6rs PlayBooster° 169319 Recycled Lumber Panel ......... :'I:L�/L�•YI':y.n� w'f r. �. ra �.�:Y:Y:1� 1:2:'u:rYL a.h`i �� i l{«r �►1:1:'v:/Y�Y41i1� r� p_i.V I/�:F'l r:IY�: '1 [:'r1i © 2015 by Landscape Structures. All rights reserved Document #21516500 a/& landscape structures® Parts List PlayBooster° 169319 Recycl&"Mr Ae°rP67el Part# Description Qty. 100610 V," x'/," Drive Rivet, AUSST......................................4 `i," x 1 '/ " BRCS w/Pin, SST.......................................4 105327 5" Half Clamp, Specify Color.......................................4 100365 113729 Offset Hanger Clamp, Specify Color ............................4 311s 12" Lag Screw, SST...............................................12 174605 Barrier Rail, Tan............................................................2 116017 168467 2" 14" x 39" Board, Cedar............................................3 3/," Flange Nuts w/Pin, SST..........................................4 168467 2" 14" x 39" Board, Mink ............................................. l 168471 2" 16" 140" Board, Cedar ............................................ l 168472 2" 16" 140" Board, Mink ............................................. l 175267 2" x 3" x 34 '/," Deck Face Board, Cedar .....................1 174606 90° Attachment Bracket, Tan ......................................... 4 215164 Lumber Hardware Package ..................................... 1 100198 'i," 1 1 'ib" BRCS w/Pin, SST.......................................8 100201 `i," x 1 '/ " BRCS w/Pin, SST.......................................4 100351 3/, Tee Nut, SST............................................................8 100365 'i," SAE Flat Washer, SST............................................14 139039 311s 12" Lag Screw, SST...............................................12 168198 311s 1 1 'i " Lag Screw, SST...........................................2 116017 311,11 1 1 'i," Carriage Bolt w/Patch, SSE.........................4 100353 3/," Flange Nuts w/Pin, SST..........................................4 207485 Railing Board Spacer, Tan............................................12 Specifications Poly Board: Recycled high-density polyethylene, cedar or mink in color. Barrier Rail: Weldment comprised of 1.125" (28,57 nun) O.D. 11 GA. (.120") (3,05 nun) steel tubing with 203 or 303 stainless steel inserts, with 5/Q" (15,87 nun)interial threads and 1/4" (6,57 nun) HRPO steel plate. Finish: ProShield', tan in color. 90° Bracket: Formed from '/4" (6,57 nun) x 1 1/4" (32,12 nun) HRPO flat steel. Finish: ProShield, tan in color. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: Approx. 1 '/4 man hours Weight: 85 lbs. Fall Height: Deck Height Installation Instructions 1) Attach offset hanger clamps to posts at heights shown using 5" half clamps, s/Q" x 1 '/s" BRCS w/pin and tee tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 2) Attach the 90" attachment brackets to barrier rails, using 5/Q" x 1 1/," BRCS w/pin. 3) Attach the 90" attachment brackets to the offset hanger clamps using x 1 '/," carriage bolts and flange flange nuts w/pin. 4) Line up pilot holes in barrier boards with spacers and barrier rail tabs, and attach using s/Q" x 2" lag screws with SAE SAE flat washers. Refer to the Board Attaclmient Detail. 5) Line up pilot holes in deck face board with slots in deck and attach, using'/," x 1 '/," lag screws with'/," SAE flat washers. 6) Install protective surfacing before users are allowed to play on the structure. Eco #0100527 Document 21516500 reptoces 21142000 Replaced spacers. Agreement NOsbEfPLTE Choose a protective surfacing material that 19hM has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment (Ref � CASTM F1487 ) Certified 18534700 structures® ENTRANCE SECTION Typical I, (2)Typical Offset - PlayBooster Hanger Clamp I Post .-. Assemblies (panel-_--__---- bo O Entrance Section I I E Y C-To- CD I —_- Entrance M (�/Section120" 120"I, ` Deck Deck J: _- Top peck 289 a I -- 1 ,DETAIL 5 Straight Elbow Section y Section (LH) Entrance Deck--------Section DETAIL Straight =====i - Section ENTRANCE SECTION \ T- ATTACHMENT -- - - � - I Entrance = s I�x () 3/8" 7/811 Section i \ BHCS w/Pin Post 3 � I w/ /$' Flat Washers \ (2)5/g' x 2 1/4"- I1 BHCS w/Pin I Straight � (2)Typical Offset 407 /16, Section Hanger Clamp Rail ssemblies Straight (2) Spacer Section Tubes 136" Mid-Support I15 ------- / " Straight ht 4 9 Section 102" Mid-Support Protective 69" Mid-Support L Surfacing Elbow Section NOTE: (RH) Exit Refer to your plan drawing Section for location of footings and layout and direction of SlideWinder sections. PlayBooster° 185346 Tower SlideWinder2, 1OFT. Sheet of �arrrr�.■yr:.a��a•..a •a�euI, iaiwaa•TA ;);33z6-;.,b1;3 666-074-V676 Lai ,■stagy■.ray.=:t:1.4, 6-6;r 4.-cai ; «�r�lKurr,, r4n■ r��e�.�r�Xi.arxyr.> © 2012 by Landscape Structures All rights reserved Document #18534700 k& landscape structures DETAIL TYPICAL SLIDE SECTION Typical Section NOTE: Elbow sections will be marked (LH) for left hand and (RH) for right hand. l% NOTE: Fasten top of slide section with pockets to bottom of slide section without pockets. NOTE: Refer to your plan drawing for location of mid -supports and their footing depth (DB). Typical Section (Underside) Agreement No. 5967 (2) 3/8" x 1 11/16" BHCS w/Pin w/ 1/8" Flat Washers (3) 3/81, X 1 3/g"BHCS w/Pin W/ 3/g' Flat Washers DETAIL TYPICAL MID -SUPPORT BOTTOM VIEW Typical Mid -Support 154947aO Typical Section (Underside) PlayBoosterO 185346 Tower SlideWinderZ 10FT. Details ..................................... @ 2012 by Landscape Structures All rights reserved NOTE: DO NOT sandwich support between `\ sections. Mount on outside. (3 ) 3/811 X 1 3/811 BHCS w/Pin PlayBoosterO 185346 Tower SlideWinderZ 10FT. Details ..................................... @ 2012 by Landscape Structures All rights reserved Agreement NosbXLTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref ASTM F1487 ) landscape DETAIL structures® DIRECT BURY/ EXIT SECTION DETAIL 185347b DIRECT BURY / MID -SUPPORTS Mid -Supports Top Ofz Loose Fill Slidingng Exit Surface Section Protective Surfacing T__,__T, 111111 111111 (2) 3/$' Flat Washers 11l l n 111 i,ECD 0 (2) Rubber Bushings E Loose Fill Protective (2)3/a" Flat Washers - o Surfac'ng (2) 3/8" x 1 1/4" Subgrade ° b �n BHCS w/Pin Limited Thread Concrete Bolts Footing CD m00 E \ /. Crushed E Subgrade Rnek 12" NOTE: Exit Heights may vary if the protective surfacing is not level. Do not put pressure/tension on the entrance section when adjusting the exit height. c 0o a. —_ Exit C\l LIDFooter \ \Concrete Crushed Rock Footing 12" 300 NOTE: The SlideWinder2 is designed so the user can exit to the right or left. Refer to the Site Plan for footing locations and direction of SlideWinder2. 120" Deck I 1349 A 300 NOTE: Attach bolts in the center of the footer slots to allow for expansion and contraction. Snug bolts down only, do not overtighten! PLAN VIEW/FOOTING LAYOUT Typical Concrete ,Footing 96 1/2" 2451 133" 3378 197'/4" Sulu 872440 Min. Use Zone i LO M v ti Ln 0 0 CO N Pla Booster 185346 Tower SI ideWi nder2 1 OFT. Details Sheet 2 of 2 © 2012 by Landscape Structures All rights reserved Document #18534700 A& landscape structures® Parts List PlayBooster° 185346 Tower Sh inc er251OFT. Part# Description Qty. 100583 40'/1,6" Rail, Specify Color..................................................1 105327 5" Half Clamp, Specify Color.............................................2 113729 Offset Hanger Clamp, Specify Color..................................2 124864 Straight Section (30'/," Long), Specify Color....................4 124867 Elbow Section (RH), Specify Color....................................1 124868 Elbow Section (LH), Specify Color....................................1 124876 Entrance Section, Specify Color..........................................1 124877 Exit Section, Specify Color.................................................1 128261 Exit Footer (DB), Specify Color.........................................1 185675 69" Mid -Support (DB), Specify Color................................1 185674 102" Mid -Support (DB), Specify Color ..............................1 185673 136" Mid -Support (DB), Specify Color ..............................1 100610 'i," x `/b" Drive Rivets, AUSST...........................................2 132443 Spacer Tube, Specify Color.................................................2 125655 15 'i," Straight Section, Specify Color................................1 121371 Entrance/Deck Mounting Hardware Package ..............1 100196 311, x lib" BRCS w/Pin, SST................................................4 100362 '/S" Flat Washer, SST...........................................................4 124342 Rail Hardware Package..................................................1 100198 311,11 x 1 V," BHCS w/Pin, SST.............................................4 100203 '/," x 2 ," BHCS w/Pin, SST.............................................2 100351 311, Tee Nut, SST..................................................................4 128373 Exit Support Hardware Package (DB) ..........................1 100292 311,11 x 1 'i," BHCS w/Pin Limited Thread Bolt, SST ...........2 100362 '/S" Flat Washer, SST...........................................................4 111442 Rubber Bushing...................................................................2 154942 SlideWinder Section Hardware Package ......................8 100362 '/S" Flat Washer, SST..........................................................40 113027 311,11 x 1 '116" BHCS w/Pin, SST............................................24 123224 '/S" x 1 111'16" BHCS w/Pin, SST..........................................16 DB = Direct Bury RH = Right Hand LH = Left Hand Specifications SlideSections: Rotationally molded rom tT.V stabilized lwear low density polyethylene, color specified. Rail: 1 1/ " O.D. 6061-T6 aluminum extrusion with walls. Finish: ProShield''', color specified. Spacer Tube: Fabricated from 1.3125 O.D. x 16 Ga. (.065) steel tubing. Finish: ProShield, color specified. Mid -Support: Weldment comprised of 1.900" O.D. RS -20 (.090" - 100") galvanized steel tubing and '/16" x 1 1/4" Zinc plated steel strap. Finish: ProShield, color specified. Exit Footer: Weldment comprised of 2.375" O.D. RS -20 (.095" - .105") galvanized steel tubing and'/ " x 3" x 7 1/," mounting plate. Finish: ProShield, color specified. Offset Hanger Clamp Assy.: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F R79 unless othenvise indicated ( see specific product installation/specifications). Installation Time: 4 man hours with 2 people Concrete Req.: 5.25 cu. ft. Weight: 323 lbs. Fall Height: 120" (3,05 m) Installation Instructions 1) Refer to the Site Plan for footing locations and direction of S1ideWind- er2. 2) Dig footing holes spaced as shown. Refer to the Direct Bury Exit Section and Direct Bury Mid -Support Details. 3) Place 40 7/16" rail through entrance section, place spacer tubes over each end of the 40 7/16" rail, attach offset hanger clamps using `/s" x 2 1/4" BRCS iv/Pin. 4) Attach entrance section to the face of the deck using s/s" x'/," BRCS iv/Pin and ;/," flat washers. 5) Attach offset hanger clamps to posts, using 5" half clamps, '/," x 1 1/," BRCS iv/Pin and'/," tee nuts. Refer to the Typical Offset Hanger Clamp Spec Sheet. 6) Attach S1ideWinder straight section to entrance section loosely, starting in the middle and working your way to the outside of each section, using '/," x 1 s/," BRCS iv/Pin with '/s" flat washers on the 3 inside holes and '/," x 1 "/16" BRCS iv/pin with flat washers on the 2 outside holes. When all bolts are started, pull the tops flush with each other and tighten. Add remaining Slide Winder sections.The left elbow section reads (LH) and the right elbow section reads (RH). Refer to the Typical Slide Section Detail. 7) Attach mid -supports to slide using '/," x 1 s/," BHCS iv/Pin. Refer to the Typical Mid -Support Detail. 8) Attach exit footer to base of slide using s/s" x 1 1/," BHCS iv/Pin limited thread bolts, s/," flat washers, rubber bushings and '/s" flat washers. NOTE: Attach bolts in the center of the slots to allow.for expansion and contraction. Snag bolts down only, do not orertighten. See Direct &n:r/Exit Section Detail. 9) With supports plumb pour concrete footings. Allow concrete footings to cure for a minimum of 72 hours before users are allowed to play on the structure. 10) Install protective surfacing before users are allowed to play on the structure. k& landscape structures DETAIL (2) 5/8" x 2 1/4" BHCS w/Pin DETAIL Deck Typical PlayBooster Post (2)Typical Offset Hanger Clamp Assemblies iZ, C, 10' Deck --- ---------- tO Rail ?) Spacers (3) Elbow Sections (RH) Entrance Section Agreement NosbXLTE 10ma Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment (Ref ASTM F1487 ) .1.9 .(2)Typical Offset Hanger Clamp Assemblies Entrance DETAIL Section _(2) WhooshWinder Supports (4) 1/4" x 3/8" Drive Rivets WhooshWinder WhooshWinder Support Section (4) 3/8" x 7/8" BHCS w/Pin w/ 3/8" Flat Washers Mid -Support Exit Section-/ Footer Protective __U Surfacing WhooshWinc14 10' Support Support NOTE: 21" min- imum clearance from slide in- side sidewall to supports. Lower Support ---Upper Support 10' Support & Upper Support PlayBoostei-0222709 10' Tower WhooshWinder"' Slide DB Sheet 1 of 5 (D 2019 by Landscape Structures All rights reserved Document #26199800 am ISO 140 landscape rfz�I structures® DETAIL DIRECT BURY Agreem Agt,�J,y},.r�967 Choose a protective surfacing material that hasa Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref ASTM F1487.) NOTE: Exit Heights may vary if the protective surfacing is not level. Do not put pressure/tension on the entrance section when adjusting the exit height. Q Footer Loose Fill Loose Fill = - Protective Protective - Surfacing Surfacing Subgrade E –III III– o EIt d-c(o M00 CO E - Subgrade � •c � E - o CD N Concrete — _ o Footing N `Concrete Footing Crushed Crushed Rock -----"a, 12„ Rock (300) 12" PLAN VIEW/FOOTING LAYOUT (300) 60 3/8" 7" (1533) _ _ _ (1 I77) Deck N O � � O CO d' CV E LO 00 M pp C� M O M ...- d' � i 29 1/4" _ (742) \Typical Concrete 61" Footing (1549) 94 3/4" (2406) Pla Booster 222709 10' Tower WhooshWinderTM Slide DB Sheet2of5 .. - - ,. © 2019 by Landscape Structures. All rights reserved k& landscape structures Agreement NosbXLTE 1ma Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment (Ref ASTM F1487 ) DETAIL TYPICAL SLIDE SECTION NOTE: Fasten top of slirlp section with pockets bottom of slide sectil without pockets. Typical Sectioi (Underside) (2) 3/8" x 1 11/16" BHCS w/Pin w/ 3/8" Flat Washers x 1 3/8" r/Pin w/ 3/8" shers DETAIL MID -SUPPORT& WHOOSHWINDER SUPPORTS --RA 11111 -Al Typical Section (Underside) DOTE: )O NOT sandwich support )etween sections. Mount >n outside. (3) Supports (9) 3/8" x 1 3/8" BHCS w/Pin w/ 3/8" Flat Washers PlayBoostero 222709 10' Tower WhooshWinderTM Slide DB Sheet 3of5 .. „ © 2019 by Landscape Structures All rights reserved Document #26199800 k& landscape structures 11110� 'qc., r�aqJ,�4T�967 Choose a protective surfacing material that has a Critical Height Value of at least the �� 14001 height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref MWIFFFASTM F1487.) I Cer4lfpeC , DETAIL LOWER SUPPORT & FOOTER ATTACHMENT (BOTTOM VIEW) -: - — - 1- i DETAIL FOOTER ATTACHMENT - Exit S t Ir Lower Support (2)3/8" Flat Washers .(2) Rubber Bushings (2)3/8" Flat Washers (2)3/8" x 1 1/4" BHCS w/Pin Limited Thread Bolts NOTE: Attach bolts in the center of the footer slots to allow for expansion and contraction. Snug bolts down only, do not over tighten! Footer/ 3/8" i w/ 3/8" s Pla Booster 222709 10' Tower WhooshWinder' Slide DB Sheet 4of5 .. - ,. © 2019 by Landscape Structures. All rights reserved PlayBooster° 222709 10' Tower WhoosiIn ter Wilde, 1313 landscape structures® Parts List Installation Instructions Part# Description Qty, 1) Refer to the Plan View/Footing Location for location of footings. 100583 40 7/16" Rail, Specify Color.........................................1 2) (Direct Bury) Dig footing holes as shown. Refer to the Direct Bury 100610 li4" x 5/8" Drive Rivet, AUSST...................................2 Detail. 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color .............................2 3) Place 40 7/16" rail in entrance section, place spacer tubes over each 124867 Elbow Section (RH), Specify Color ..............................3 end of the 40 7/16" rail, attach offset hanger clamps using 5/8" x 124876 Entrance Section, Specify Color .................................... l 2 1/4" BRCS iv/Pin. 124877 Exit Section, Specify Color ........................................... l 128261 Exit Footer (D13), Specify Color...................................1 4) Fasten WhooshWinder sections and supports together loosely starting 132443 Spacer Tube, Specify Color ........................................... 2 in the middle and working your way to the outside of each section, using 221442 WhooshWinder Section, Specify Color ......................... l 3/8" x 1 3/8" BHCS w/Pin with 3/8" flat washers on the 3 inside 221939 Mid -Support (DB), Specify Color ................................. l holes and 3/8" x 1 11/16" BHCS w/pin with 3/8" flat washers on the 221940 Upper Support (DB), Specify Color .............................. l 2) outside holes. When all bolts are started, pull the tops flush with each 221941 10' Support (DB), Specify Color ................................... , ___246 WhooshWinder Support, Specify Color ........................ _ other and tighten. Refer to the Typical Slide Section Detail. 225584 Lower Support (D13), Specify Color .............................1 5) Attach exit footer to exit section. Attach lower support to exit section and WhooshWinder section. NOTE: Attach bolts in the center of the 224782 WhooshWinder 10' Tower Hardware Package .......1 slots to allow for expansion and contraction. Snug bolts down onl_t'. 100196 3/8" x 7/8" BHCS w/Pin, SST.......................................4 100198 3/8" x 1 1/8" BHCS w/Pin, SST....................................4 do not oyer tighten. Refer to the Footer Attachment Detail. 100203 5/8" x 2 1/4" BHCS w/Pin, SST....................................2 6) With S1ideWinder fiilly assembled, attach entrance section to the face 100292 3/8" x 1 1/4" BHCS w/Pin Limited Thread, SSE .......... 2 of the deck using 3/8" x 7/8" BHCS iv/Pin and 3/8" flat washers. 100351 3/8" Tee Nut, SST..........................................................4 100362 3/8" Flat Washer, SST...................................................36 7) Attach offset hanger clamps to posts using 5" half clamps, 3/8" x 1 1/8" 111442 #871 Rubber Bushing....................................................2 BHCS iv/Pin and 3/8" tee nuts. Refer to the Typical Offset Hanger 113027 3/8" x 1 3/8" BHCS w/Pin, SST...................................18 Clamp Spec Sheet. 123224 3/8" x 1 11/16" BHCS w/Pin, SST...............................10 100611 1/4" x 3/8" BHCS w/Pin, SST.......................................4 g) It 10' ort and upper er su pp ort into WhooshWinder supports. Insert support orts. . DB = Direct Buri, With supports plumb, drill through WhooshWinder supports and into upper support and 10' support using a 1/4" (Letter F) drill bit. Insert rivets. Refer to the Typical Mid -Support Detail. Specifications 9) Install 1/4" x 5/8" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. SlideSections: Rotationally molded rom tT.V stabilized linear low 10) With supports plumb pour concrete footings. Allow concrete footings density polyethylene, color specified. to cure for a minimum of 72 hours before users are allowed to play on Rail: 11/8(28,57 nun) O.D. 6005-T5 aluminum extrusion the structure. with fieri. (7,92 turn) walls. Finish: ProShield', color specified. 11) Install protective surfacing before users are allowed to play on the structure. Mid -Support : Weldment comprised of 1.900" (48,26 nun) O.D. RS20 (.090"-.1(TO") (2,28 nmi - 2,54 nun) galvanized tubing 3/16" 1 1/4" steel and (4,74 min) x (31,75 nun) zinc plated steel strap. Finish: ProShield, color specified. Lower Support: Weldment comprised of 1.900" (48,26 nun) O.D. RS20 (.090"-.1(JO") (2,28 nun - 2,54 nuu) galvaiiized steel tubing and 1/4" (6,35 nim) flat steel. Finish: ProShield, color specified. 10' Support: Weldment comprised of 1.900" (48,26 nun) O.D. RS20 (.090"-.1(TO") (2,28 nun - 2,54 nun) galvanized steel tubing. Finish: ProShield, color specified. Spacer Tube: Fabricated from 1.312" (33,33 nun) O.D. x 16 Ga. (.065") (1,65 nun) steel tubing. Finish: ProShield, color specified. Exit Footer: Weldment comprised of 2.375" 60,32 nun) O.D. RS20 (.095"-.105")2,41 nun -2,6 nun) galvanized steel tubings and 1/4" (6,35 inm) x 3" 76,2 mm) x 7 1/2" 1)0,5 nun) mounting plate. Finish: Pro - Shield, color specified. Offset Hanger Clamp Ass`.: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- er proof in design, stainless steel (SST) per ASTM F F79 unless otherwise indicated (see specific product installation/specifications ). Installation Time: Approx. 7 labor hours Concrete Req.: DRApprox. 6.55 cu. ft. Itis. Weight: 344 . Fall Height: Deck Height Area Req: 8'(2,43 m minimum use zone at exit. ECO# 0101707 Document 26199800 replces 22479500. Added slide clearance note. k& landscape structures PLAN VIEW/ FOOTING LAYOUT 40" - 48" Deck 76 1/4" (1937) o CY) C:) 00 Refer To Site Plan For Minimum Use Zone 5 '/2" lAn Hood Z 40" - 48" Deck r7\ Agreement NosbXTIOTE 111hM Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall IS014001 Height of the adjacent equipment (Ref ravivEff 3m, Certified ASTM F1487 220001 ELEVATION 17" (430)� —CJ r-- I Hood 00 (3) 1 M Slide 6" Finished Grade 150) - See Detail 1 HOOD - HANDLE DETAIL ------ ------- Handle Support - See Detail 3 J PlayBoostei*O 123337 Single Slide, 40"- 48" Sheet 1 of 2 @ 2016 by Landscape Structures. All rights reserved Document #22000100 A& landscape structures® Parts List PlayBooster° 123337 SinOee �i'de, 40 6748" Part# Description Qty. 127162 Single Slide, Specify Color ........................................... l 150941 Support, (DB), Specify Color ....................................... l 151033 Support, 40" Deck (SM), Specify Color ........................ l 151003 Support, 48" Deck (SM), Specify Color ........................ l 134180 Single Slide Hood, Specify Color.................................1 100583 40 7/16" Rail, Specify Color.........................................1 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color ............................2 132443 Spacer Tube, Specify Color...........................................2 111506 Slide Hardware Package.........................................1 100196 3/8" x 7/8" BRCS w/Pin, SST.......................................2 100362 3/8" Flat Washer, SST....................................................4 100292 3i8" x 1 1/4" BHCS w/Pin Ltd. Thread Bolt, SSE ........ 2 100365 3i8" SAE Flat washer, SST............................................2 111442 Rubber Bushing.............................................................2 106578 Hood Hardware Package........................................1 100196 3/8" x 7/8" BHCS w/Pin, SST.......................................2 100198 3/8" x 1 1/8" BHCS w/Pin, SST....................................4 100203 5/8" x 2 1/4" BHCS w/Pin, SST....................................2 100351 3/8" Tee Nut, SST..........................................................4 100362 3i8" Flat Washer, SST....................................................2 100610 1/4" x 5/8" Drive Rivet, AUSST...................................2 111392 2 -Hole (SNI) Hardware Package ..............................1 100266 lit" x 2 3/4" Expansion Anchor....................................2 100322 1/2" Standard Hex Nut, SST..........................................2 100363 lit" Flat Washer, SST....................................................2 DB = Direct Bury SNI = Surface Mount Specifications Slide: Rotationally molded from U.V stabilized linear low density polyethylene, color specified. Exit Support: Weldment comprised of 2.375" O.D. RS -20 (.095" - .105") galvanized steel tubing and 1/4" x 3" mounting plate. Finish: ProShield"', color specified. Spacer Tube: Fabricated from 1.3125 O.D. x 16 Ga. (.065) steel tubing. Finish: ProShield, color specified. Hood: Rotationally molded from U.V stabilized linear low density polyethylene, color specified. Rail: Extruded from 1.125" O.D. x .312" W 6005-T5 aluminum. Finish: ProShield, color specified. Offset Hanger Clamp Assembly: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: Approx. 2 man hours Concrete Req.: Approx. 1.3 cu. ft. Area Req.: Refer To Plan View Weight: 93 lbs. Fall Height: Deck Height Installation Instructions 1) (Direct Bury) Dig footings spaced as shown. 2) Insert 40 7/16" rail through top of hood, place spacer tubes over each end of the 40 7/16" rail. Attach offset hanger clamps to ends of pipe bolt using 5/8" x 2 1/4" BRCS iv/Pin. Position hood against face of deck with offset hanger clamps against posts. Line up holes in face of deck with inserts in bottom of hood and fasten using 3/8" x 7/8" BRCS iv/Pin with 3/8" flat washers. Refer to Detail 1. Attach offset hanger clamps to posts using 5" half clamps with 3/8" x 1 1/8" BRCS w/Pin and 3/8" tee nuts. 3) Attach support to base of slide using 3/8" x 1 1/4" BRCS iv/Pin limited thread bolt, 3/8" SAE flat washer, rubber bushing and 3/8" flat washer. NOTE: Attach bolts in the center of the slots to allow.for expansion and contraction. Snug bolts down only, do not orer-tighten. Refer to Detail 3. 4) Attach slide to the face of the deck using 3/8" x 7/8" BHCS iv/Pin with 3/8" flat washers. Refer to Detail 2. 5) (Direct Bury) With support plumb pour concrete footings. Allow concrete footing to cure for a minimum of 72 hours before users are allowed to play on the structure. (Surface Mount) Mark anchor bolt locations on concrete slab through holes in anchor plate and remove slide. Drill 1/2" x 3" deep holes on marks into concrete using a hanmier drill and 1/2" masonry bit. Tap expansion anchors into drilled holes. Reposition slide and reattach to the face of the deck following step 4. Fasten support to expansion anchors using 1/2" standard hex nuts with 1/2" flat washers. 6) Install protective surfacing before users are allowed to play on the structure. Eco #010070', Document #22000100 replaces #17786800. Added detail showing distance between silde K hood k& landscape structures Agreement NOsbXLTE Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment (Ref ASTM F1487 ) 177868a DETAIL 1 (2) 5/8" x 2 1/4" HOOD ASSEMBLY - BHCS w/Pin (2) Typical Offset Hanger _ - Clamp Assemblies Top -°f -_ - - - 40 7/16" Rail - Clamp - - - - - Single Slide Hood N(2) Spacer / NN co ,Tubes Deck -- --- Top e Typical Pla Booster Post DETAIL 3 (2)3/8" x 7/8" BHCS w/Pin SUPPORT w/ 3/8" Flat Washers Top of DETAIL 2Sliding -� Slide Surface DECK CONNECTION DETAIL (2)Rubber Bushings - _ - - _ A SURFACE MOUNT (2) 3/8" SAE Flat- _- (2)3/8" Flat Key Slide(2) 1/2" Standard -� Hex Nuts w/ 1/2" (2)3/8" x 1 1/4" BHCS w/ Flat Washers - 1 Pin Limited Thread Bolts (2) 1/2" x 2 3/4"- - - - -- -Support Loose Fill Expansion ------- - -------- Protective Surfacing -; Anchors \ Concrete a — ------------ Ll 1,— G = (2) 3/8" x 7/8" BHCS w/ Slab _l � Pin w/ 3/8" Flat WashersRock ed Subgrade — u -E See , Key B Concrete'- ,= o KEY: NOTE: Sufficient protective surfacing must cover hardware to satisfy fall - o Deck Hgt. Dimension height requirements. N 40".... A = 8" (200) '' a 48".... A = 11" (280) 40".... B = 37" (940) 48".... B = 34" (860) Bottom Of Support When Attaching " ' Slide ToA48" Deck Crushed 12" Rock (300) PlayBooster° 123337 Single Slide, 40[[- 4s[[ Sheet 2 of 2 /h=:I:2:II•%t Z S/�':i T�! 111-`11'%.11! la 11=:I:S:II!' lII:II:7%t! Ti! [I I t-IM��:�I2%/Y4%411111111!• %_�.�rt:T:�!%/r41i [:H� © 2016 by Landscape Structures. All rights reserved Document #22000100 k& landscape structures (2) Handhold Panels ' \f Top o Pa Top of Camp 15"Max 3 ° rn 00 Cl) MCl) rn Top of'� ®I \ (4) 3/8" Flange Nuts w/Pin (4) 3/8n x 7/8n.-..... BHCS w/Pin W/ 3/8" SAE Flat Washers Protective Surfacing 72" Deck Height Shown Typical PlayBooster Post 4, ' Agreement NOsbXLTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment (Ref ASTM F1487 ) ravivEff � Certified 14814400 PLAN VIEW/ FOOTING LAYOUT Firepole Typical " Concrete Footing Deck N 21" 530 DETAIL HANDHOLD PANEL ATTACHMENT (2) 3/a" Flange Nuts w/Pin (2) 3/8" x 4 1/2" Threaded Rods (2) Spacer - ---- -__ Tubes (2) Handhold Panels rlrepole (2) Typical Offset Hanger Clamp Assemblies DETAIL (2) /2 x23/4, SURFACE MOUNT Expansion Anchors w/'/2" - Flat Washers &'/2" Firepole Standard Hex Nuts -------I ----- ` - - i° ff NOTE: Sufficient protective surfacing Q -,-- Concrete must cover hardware to satisfy fall height requirements. DETAIL Crushed Rock Firepole DIRECT BURY - V— Loose Fill / Protective Surfacing =111 -_ " I I F / l �lll I E CD E Subgrade E m co o Concrete _ CD CD •- N LID Firepole 12" Crushed / 300 Rock PlayBooster° 148426 Firepoles, 32"-72" Decks ra�rrrr�.yr.a��.1�1.1�.�[ia�_tet��r�ii�i�i3-7�1�_�-1-�ft:a:21rH�:I:I:4YL'QS•Yt:�t-l��rtiyr.�i�i[-11�=:I:I:Q'S:S:II:1+YClR�i�[ll[=1Mr�:1�a:lYa-Y4titt•�rr�i_�.r�t�F1F/Y�y[:i-� © 2004 by Landscape Structures All rights reserved Document #14814400 kk PlayBooster° 148426 Fire po�esm32"72" D cks landscape structures® Parts List Installation Instructions Part# Description Qty. 1) (Direct Bury) Dig footing hole as shown. Refer to the Plan View/ 147954 Handhold Panel, Specify Color.....................................2 Footing Layout. 105327 5" Half Clamp, Specify Color.......................................2 113729 Offset Hanger Clamp, Specify Color ............................2 2) Attach offset hanger clamps to posts at heights shown using 5" half 147956 Firepole, 32" Deck (DB), Specify Color ....................... l clamps,'/," x 1 14" BHCS w/pin and'/," tee nuts. Refer to the Typical 147957 Firepole, 40" Deck (DB), Specify Color ....................... l Offset Hanger Clamp Spec Sheet. 147958 Firepole, 48" Deck (DB), Specify Color ....................... l 147959 Firepole, 56" Deck (DB), Specify Color.......................1 3) Attach handhold panels to the face of the deck using'/," x'/," BHCS 147960 Firepole, 64" Deck (D13), Specify Color ....................... l w/pin with'/," SAE flat washers and '/s" flange nuts w/pin. 147961 Firepole, 72" Deck (DB), Specify Color.......................1 4) Attach firepole to handhold panels and offset hanger clamps using 147962 Firepole, 32" Deck (SM), Specify Color ....................... l flange nuts w/pm, '/," x 4 1/," threaded rods and spacer tubes. Refer 147963 Firepole, 40" Deck (SM), Specify Color.......................1 147964 Firepole, 48" Deck (SM), Specify Color ....................... l to the Handhold Panel Attachment Detail. NOTE: Turn 3/S" x 4 '/," 147965 Firepole, 56" Deck (SM), Specify Color ....................... l threaded roti into 3/ " flange nut w/pin until it bottoms out, before 147966 Firepole, 64" Deck (SM), Specify Color ....................... l attaching firepole. 147967 Firepole, 72" Deck (SM), Specify Color ....................... l 113468 '/s" O.D. x 1 "1'16" Spacer Tube, Specify Color..............2 5) (Direct Bury) With firepole plumb, pour concrete footing. Allow con - 100610 '/," x `/b" Drive Rivet, AL/SST......................................2 trete footing to cure a minimum of 72 hours before users are allowed to play on the structure. 148176 Pole Hardware Package............................................1 100196 '/s" x'/b" BHCS w/Pin, SST..........................................4 (Surface Mount) Drill'/," x 3" deep holes through support plate using 100198 '/s" x 1 '/b" BHCS w/Pin, SST.......................................4 hanuner drill and'/," masonry bit. Tap expansion anchors into drilled 100351 '/S" Tee Nut, SST............................................................4 holes. Fasten support plates to expansion anchors using '/," standard 100353 '/S" Flange Nut w/Pin, SST............................................6 hex nuts with'/_," flat washers. 100365 'is" SAE Flat Washer, SST.............................................4 148081 '/s" x 4 '/," Threaded Rod, SST.....................................2 6) Install protective surfacing before users are allowed to play on the structure. 111392 2 -Hole (SNI) Hardware Package ..............................1 100266 '/," x 2 '/," Expansion Anchors......................................2 100322 '/," Standard Hex Nut, SST...........................................2 100363 'i," Flat Washer, SST.....................................................2 DB = Direct Bury SNI = Surface Mount Specifications Firepole: Weldment comprised of 1.900" O.D. RS20 (.090" - .100") galvanized steel tubing, and 1.315" O.D. RS20 (.080" - .090") galvanized steel tubing. Finish: ProShieldR, color specified. Handhold Panel: Solid color Penualene, color specified. Clamps: Cast aluminum. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: SM - Approx. 1 V. man hours DB - Approx. 2 man hours Concrete Req.: Approx. 1.3 cu. ft. Weight: 55 lbs. (32"-48" Deck) 59 lbs. (56"-72" Deck) Fall Height: Deck Height 9/& landscape structures® Ighm ISO 14001 Certified 24' 6" (7.5 m) ZM c1. ►Y�►►JrM Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) Scan the QR Code to the right, or type the URL into a browser to view ❑� the video https://goo.gi/wo79Uy / Freestanding Play 248479• Trap TM Page © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 DETAIL landscape FOOTING structures, +Y A W, I N. I I.D. I X (m) I Y (m) -Y Dist. to 0 I DIA (om) I I N. I I D. I X (ft -in) Y (ft -in) I Dist. to 0 I DIA (m) I 1 Al -3.06 ( 6271 ( 6281 3.06 61 1 Al _ ( 3191i 9 1/2" 10'-0 1/2" _ ( 81202484791 2 A2 3.10 0.24 3.11 61 2 CRAB TRAP 10'-2" (62 i I'. f L ° II, ai Y, a34 DB ONLY A3 \:� " d\'/ 61 3 (^ -12' -2" 12' 626 1 4 A4 ' 8151 3.71 61 4 A4 12'-2" -2" 12'-2" 24 5 B1 312 0.00 0.41 Al 5 B1 -1'-4 1/2" 0" 1'-4 1/2" 18 6 B2 0.42 0.00 0.42 46 6 (814` / 0" 1'-4 1/2" 67,1 Eq, (B18 B3 -0.01 0.51 051 46 7 33 -1/2" 1'-8" 91 13 , \ ( (`.� 6 (8771 34 I � 0.54 46 I B37 � 1/2" -1'-9 1/2" 1'-9 1/2" 18 9 ( 35B -0.02 1.03 r B361 9 B5 -1/2" 3'-4 1/2" � 18 10 ( B31 111 0.01 I 8331 1.07 46 10 36 1/2" -3'-6" 3'-6" 18 ( B291 --� (B301 -0.63 1.13 46 \ / ( 632 � ( 8341 \ / -3'-1" -2'-1" 3'-8 1/2" 18 12 B8 I N. I I.D. I X (m) I Y (m) -Y Dist. to 0 I DIA (om) I I N. I I D. I X (ft -in) Y (ft -in) I Dist. to 0 I DIA (m) I 1 Al -3.06 0.24 3.06 61 1 Al -10'-0 1/2" 9 1/2" 10'-0 1/2" 24 2 A2 3.10 0.24 3.11 61 2 A2 10'-2" 9 1/2" 10'-2 1/2" 24 3 A3 -3.66 -0.05 3.66 61 3 A3 -12' -2" 12' 24 4 A4 3.71 -0.05 3.71 61 4 A4 12'-2" -2" 12'-2" 24 5 B1 -0.41 0.00 0.41 46 5 B1 -1'-4 1/2" 0" 1'-4 1/2" 18 6 B2 0.42 0.00 0.42 46 6 B2 1'-4 1/2" 0" 1'-4 1/2" 18 7 B3 -0.01 0.51 051 46 7 33 -1/2" 1'-8" 1'-8" 18 8 34 0.01 -0.54 0.54 46 8 34 1/2" -1'-9 1/2" 1'-9 1/2" 18 9 35 -0.02 1.03 1.03 46 9 B5 -1/2" 3'-4 1/2" 3'-4 1/2" 18 10 36 0.01 -1.07 1.07 46 10 36 1/2" -3'-6" 3'-6" 18 11 37 -0.94 -0.63 1.13 46 11 B7 -3'-1" -2'-1" 3'-8 1/2" 18 12 B8 1.02 0.60 1.18 46 12 38 3'-4" 1'-11 1/2" 3'-10 1/2" 18 13 B9 1.00 1.06 1.45 46 13 89 3'-3" 3'-5 1/2" 4'-9" 18 14 B10 -1.00 -1.09 1.48 46 14 810 -3'-3 1/2" -3'-7" 4'-10" 18 15 B11 -1.56 -0.55 1.65 46 15 811 -5'-1 1/2" -i'-9 1/2" 5'-5" 18 16 B12 1.64 063 1.76 46 16 B12 5'-4 1/2" 2'-1" 5'-9 1/2" 18 17 B13 -1.62 -1.00 1.91 46 17 813 -5'-4" -3'-3 1/2" 6'-3" 18 18 B14 1.90 -0.30 1.93 46 18 B14 6'-3" -1' 6'-4" 18 19 B15 1.62 1.09 1.95 46 19 815 5'-4" 3'-7" 6'-5" 18 20 B16 2.16 0.09 2.16 46 20 816 7'-1" 3 1/2" 7'-1" 18 21 B17 2.00 -1.10 2.29 46 21 817 6'-7" -3'-7 1/2" 7'-6" 18 22 B18 2.26 -0.70 2.36 46 22 818 7'-5" -2'-3 1/2" 7'-9" 18 23 B19 -0.93 2.77 2.92 46 23 Big -3'-0 1/2" 9'-1" 9'-7" 18 24 B20 0.98 2.77 2.94 46 24 820 3'-2 1/2" 9'-1" 9'-7 1/2" 18 25 B21 -1.65 2.44 2.95 46 25 B21 -5'-5" 8' 9'-8" 18 26 B22 -2.25 1.94 2.97 46 26 B22 -7'-4 1/2" 6'-4 1/2" 9'-9" 18 27 B23 1.70 2.44 2.97 46 27 823 5'-7" 8' 9'-9" 18 28 B24 2.28 1.96 3.01 46 28 B24 7'-6" 6'-5' 9'-10 1/2" 18 29 B25 -2.72 1.34 3.03 46 29 825 -8'-11" 4'-5" 9'-11 1/2" 18 30 B26 2.76 1.34 3.07 46 30 B26 9'-1" 4'-5" 10'-1" 18 31 B27 -0.36 3.10 3.12 46 31 B27 -1'-2" 10'-2" 10'-3" 18 32 B28 0.40 3.10 3.13 46 32 828 1'-4" 10'-2" 10'-3" 18 33 B29 -1.12 -3.26 3.45 46 33 B29 -3'-8" -10'-8 1/2" 11'-3 1/2" 18 34 B30 1.16 -3.26 3.46 46 34 B30 3'-9 1/2" -10'-8 1/2" 11'-4" 18 35 B31 -2.00 -284 3.47 46 35 B31 -6'-7" -9'-3 1/2" 11'-4 1/2" 18 36 B32 -0.44 -3.47 3.50 46 36 832 -1'-5" -11'-4 1/2" 11'-5 1/2" 18 37 B33 2.05 -2.84 3.50 46 37 833 6'-8 1/2" -9'-3 1/2" 11'-5 1/2" 18 38 B34 0.48 -3.47 3.50 46 38 B34 1'-7" -11'-4 1/2" 11'-6" 18 39 B35 -2.73 -2.20 3.51 46 39 B35 -8'-11 1/2" -7'-2 1/2" 11'-6" 18 40 B36 2.78 -2.20 3.55 46 40 836 9'-1 1/2" -7'-2 1/2" 11'-7 1/2" 18 41 B37 3.32 -1.43 3.62 46 41 B37 10'-11" -4'4 11'-10 1/2" 18 Freestanding Play 248479 Crab TrapTIMPage 2 o 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, DETAIL SAFETY ZONE Agreement No. 5967 i W W o0�7 W DN \ W A� W r y v 1 1 0) Freestanding Play 248479 Crab Trap TM Page 3 © 2019 by Landscape Structures. All rights reserved Document #26480300 IN, / / N� 11PSOcoee I cri cli \ W W o0�7 W DN \ W A� W r y v 1 1 0) Freestanding Play 248479 Crab Trap TM Page 3 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape DETAIL structures, DIRECT BURY Agreement No. 5967 DETAIL DIRECT BURY Support IV l Loose Fill Protective Surfacing VIII=� 177 cCO _ ,It (0 CO III �� III CD CD CO CO Subgrade -a II G I II m CO LO In Concrete ------ Crushed- --Crushed- - Rock 18" i i (460) DETAIL DIRECT BURY TM Loose Fill Protective © 2019 by Landscape Structures. Protective Surfacing Surfacing I I 1111 J1LJJll l) 11 X111=1�� l l l ; � ' _ Subgrade -_ Subgrade 00 - _ — c L Concrete - n Concrete ----- _ a a G n Crushed n 4 Rock n' 4 4 a 18" (460) n ° p o a ° Crushed ------ -----Rock Rock 24" / i 610 Agreement No. 5967 DETAIL DIRECT BURY Support IV l Loose Fill Protective Surfacing VIII=� 177 cCO _ ,It (0 CO III �� III CD CD CO CO Subgrade -a II G I II m CO LO In Concrete ------ Crushed- --Crushed- - Rock 18" i i (460) DETAIL Freestanding Play DIRECT BURY TM Footer Loose Fill © 2019 by Landscape Structures. Protective i Surfacing I I 1111 J1LJJll l) 11 X111=1�� l l l ; � ' _ Subgrade -_ ° —III o' -CO a\ HE 00 - _ — c L - � n Concrete ----- _ a a Crushed Rock 18" (460) Freestanding Play 248479CrabTrap TM .•- © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, DETAIL DIRECT BURY WITH POUR -IN-PLACE SURFACING Pour -In -Place Chains Surfacing 1 "-3" Diameter Gap Concrete - Slab III III � all=lad= Form--- (Not orm-- (Not Supplied)61 =1 ICO , —I 1= 00 Subgrade Cl) �o C) `n Footers Concrete Crushed Rock 18" 460 Agreement No. 5967 NOTE: When installing a Crab Trap over a concrete slab with pour -in- place surfacing, a form needs to be placed around the footers, to prevent concrete from covering the bolt links and fasteners. Pea Gravel, Sand Or Sub Grade Freestanding Play DETAIL DIRECT BURY WITH .•- POUR -IN-PLACE SURFACING (COMPACTED AGGREGATE) Pour -In -Place _._, Chains 1 "-3" Diameter Gap Surfacinglllllllllll111llllllllllllgllNAllllllllllJ 1111111111/I/llllllll111/llll�lllllllll/Illllllll, Compacted .. -- __ - Aggregate I- Subgrade - ,� {J CO CO Footers — -- _ u> -- oN Concrete Crushed Rock 18" 460 Freestanding Play 248479CrabTrap TM .•- © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, CTI=P 7 FRAME Agreement No. 5967 STEP 1 NOTE: Do not fully tighten botls/fastners for steps 1-6. This allows all parts to seat properly. Tighten after step 6. • • • • • Crab Trap TIVI Page © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, STEP 1 Upper Arch B Beam (247279) High Arch ----- -- - - Upper Arch A Beam \ (247278) LowerArch B Beam (247275) LowerArch A Beam LowerArch C Beam (247274) (247276) LowerArch D Beam (247277) 40x 4x Upper Arch D Beam (247281) Upper Arch C Beam Low Arch (247280) � 5/ x 1 '/ " BHCS IIIII IIINY----------------------------- a el 00201) Crab Trap Arch Base U/ (DB 249869) LowerArch D Beam (247277) Upper Arch D Beam (247281) Upper Arch C Beam (247280) LowerArch C Beam (247276) Agreement No. 5967 40x 0--------------------------------------------------------------5$ Standard 00323) ( ) $OX -------------------------------------------------------------------- 5/$' Flat Washer (129500) 1 X UpperArch B Beam (247279) 1 X - Upper Arch A Beam (247278) X --------------------------------------------------------------- Lower Arch A Beam (247274) 1 X - -------------------------------------------------------Lower Arch B 7eam 275 Freestanding Play 248479CrabTrap TM .•- © 2019 by Landscape Structures. All rights reserved Document #26480300 97it, FRAME landscape LOW ARCH structures, Agreement No. 5967 0 0 e Lower Arch C Beam y (247276) Mates With ° — — poo___ --------------- _____----------- 0 __________ ° — UpperArch C Bea (247280) Mates With o °'. o ° ---------- --------------------- ooQ 0 - - --------- - — — — — — —_ __________---------------------------- Qp Upper Arch D Beam (247281) Mates With m �/ --- -------------------------------- ------------ - - - - - - - - - - - ------------------------------------- ___-- ----------------------------- - -- _ _-- Lower Arch D Beam (247277) Freestanding Play 248479 Crab Trap TM Page 8 © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 FRAME landscape HIGH ARCH structures, ( 1100� ------------- ------------------------- --- - -- -- ------ --- -------------------- - pga----- ------------ ----------------------- --- Lower Arch A Beam -- -- (247274) Mates With -- T - T ---------- 0 --- -------- Ly Upper Arch A Beam ---------- 0 - ----------- (247278) 00 op. Mates With UpperArch B Beam (247279) Mates With Lower Arch B Beam (247275) T- - ---T ----- Freestanding Play 248479 Crab Trap TM Page 9 @ 2019 by Landscape Structures. All rights reserved Document #26480300 9& � ... rl .... --- landscape u structures, 1/10 0 x 5/8" Shim -' (190308) %STEP 2 (4)'/4 x 3/8" Drive Rivet High Arch Crab Trap Post 1 (247924) 16x C�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII------- 1x--�- 4x Agreement No. 5967 ---- 5/"Flat • - -V asher 1 (129500) https://goo.gl/uNn5nc 'NOTE: BHCS is on the out- side, Hex nut on the inside. Keep bolts loose until all posts/braces are installed. i (16) '/ " x 5/ " Shim (1��0304) Crab Trap Post 3 (247931) (16) 5/8" Flat Washer (129500) Low Arch WJ Crab Trap Post 4 (247933) Crab Trap Post 2 (247928) Crab Trap Post Footing 5/8 x 1 '/ " BHCS ------------------ el 00201) 16x -------------------------------------------------------------5($ Standard Hex Nut \ (100323) Crab Trap Post 30 """"""""'. Page 10 5/$" Flat Washer (129500) (247931) Crab Tra Post 1 """""""" 16X \ /,00" x 5/8" Shim (247924) (190308) Crab TrapPost 4 1 X - Crab Trap Post 2 (47933) s (247928) Crab Trap Post Footing 4x I 0 --------------------------------------(10061 1/4 x 3/a" Drive Rivet (248044) Freestanding Play 248479 Crab Trap TM Page 10 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, STEP 3 16x 2x NOTE (`r k Trn„ //1'S T its 2x 16x 5/8 x 1 1/ " BHCS 100201) Crab Trap Brace Tube (248076) ----------- 1/100" x 5/8" Shim (190308) o ---------------------------------------------------------- 5/$ x 1 1/ " BHCS 100201) Agreement No. 5967 1�---- -J 5/ "at 00 x 5/ " Shim - - --- V�aRat (190308) _TJ (129500) i i NOTE: BHCS is on the out- I side, Hex nut on the inside. J 0 �16) 5/$" Flat Wisher (12950 (16) 1/100" x 5/a" Shim (190308) j 0------------------------------------------------------------- Sia, Standard 00323) 16x ( ) 5/ " Flat Washer 16Xn---------------------------------------------------------------------- a (129500) �- - - -� s/ " Flat 1/100" x 5/a" Shim -' ____---------Washer (190308) r __ i� (129500) j' NOTE: BRCS is on the out- side, Hex nut on the inside. , \ 0 r (16) 5/a" Flat Washer (129500) (16) 1/100" x 5/8" Shim (190308) 16x Crab Trap Middle Brace 16x (249405) 0---------------------------------------------------------------------- 1/ « x 5/ ,Shim 100 (190308) 58 Standard Hex 00323) ( ) 0---------------------------------------------------------------------- 5/81. Flat Washer (129500) Freestanding Play 248479 Crab Trap TIVI Page 11 © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 landscape I structures, 116 ❑ ■ https://goo.gi/DPnFy7 16X Offl----------------------------- 5/8 x 1 '/ "BRCS %�� 100201) / 00 x 519 Shim 16x 1 J I �/ (190308) 2x _----_ Crab Trap To Brace -- �_ �__ __ _ (249379) 1 ° ` Top Brace Cross 2 X (/I (249805) CS 4X I V�_________________________________________ 3/8 x 2 3/4 r B 175) � (100175) 0 -------------------------------------------------------------5$ Standard 00323) 16x ( ) 5/81, Flat Washer @16x ---------------------------------------------------------------------- (129500) Top Brace Cross 1 1x (249796) 3/8" Flange Nut 4x (100353) '/ z " x 1" Master Seal Washer @$X ........................................... (22309 Freestanding Play 248479CrabTrap TM .•- 12 © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 9& landscape structures, (i y� 5/8 x 1 '/ "BRCS 16x Q -------------------------------------------------------------5$ Standard Hex 00323) 16x I pI,�II�llIl1�1U111111111111111NY--------------------------------------------------------- el 00201) ( ) \fi 1/4 x 3/8" Drive Rivet 32x 0---------------------------------------------------------------------- s/8 Flat Washer 2x C�---------------------------------------------------------- (100611) (129500) Crab TrapBelt Tube 2x Belt Tube Weldment 2x --------------------- —, (248772) - (247912) Freestanding Play • Crab Trap TM Page 13 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, STI Agreement No. 5967 BELT ASSEMBLY 'S3,4,5 EP 1 32x 3/a x 1 '/ " BHCS 32X-----------------------------------------------------------------------3/8" Flange Nut 100171) ( ) 3/ " SAE Flat Washer 7X...........................................Crab Trap Climber Board 32X CJ a 100365 (248082) _' ( ) X C:�........................................ Crab Trap Climber Board 2 (248640) Freestanding Play 248479 Crab TrapTMPage 14 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 9& landscape structures, 3/a x'/8" BHCS---------------------------------------------------------------------- 3/81, Flange Nut lox (100196) 3�X (100353) X [ Crab Trap Climber �X �C�--------------------------------------------------------------3/81, SAE Flat Washer 079 ( ) (100365) 2�X 3/ x 1 '/ " FHCS �X---------------------------------------------------- Tri Grip ----------------------------------------------------------- a (100252) (153284) 5-12 Yrs Play Safe Warning Label -/Z" TorX #14 BHCS \X 0----------------------------- (251344) 2X (12967 Freestanding Play 248479 Crab TrapTMPage 15 2019 by Landscape Structures. All rights reserved Document #26480300 (15) 3/ " Flange Nut %� \ STEP 3 (�loo� Flat -------- Washer . \ 0 (12)1/ " Flat Washer _ Ladder Belt Plate (100363) 0 �° % — Crab Trap Belt Extender oil a (3) 3/ x2" BHCS (100173) w/ 3/8" SSE Flat Washer (100365) (15)3/8" SAE Flat Washer (100365) 1 = --__, Crab TrapBelt Extender18x 3/a" Flange Nut X r (250383) (100353) 1X ' ==_.° Ladder Belt Plate 18X /�� 3/8, SAE Flat Washer (250373) (100365) 3/ x 5/ " BHCS \--------------------------------------------------------------------�/ " Flat Washer 15x--------------------------------------------------------------------------- a 8 15x O 2 (100195) C_� (100363) 3/ x 2" BHCS �� ________ Crab Trap Belt 2 �X �IIIIIIIII»»Illllllllllllllllllllllllllll---------------------------- a (100173) 1 X r�� (24823 //"s- STEP 4 0 (� Belt Bridge Spacer (255276) 3)1/ 8 x 1 „/,6 BHCS', w/ 3/8" SAE Flat Washer,, o I 0 Perm Plate Belt Plate (250372) 3/8 x 5/a" BHCS (100195) 3/8 x 1 1/6 BHCS (123224) Crab Trap Belt 1 (248236) Perm Panel Belt Plate O' u C Io / 3/ " Flange Nut $ (100353) 3/8 " SAE Flat Washer (100365) '/2" Flat Washer (100363) -------------- Belt Bridge Spacer (255276) Freestanding Play 248479 Crab Trap TM Page 16 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, (5) LTHD3/ x 1 '/4" BHCS i (4) Bolt Link Spacer (10)'/Z" Bushing %- (5) LTH D3/ -x 1 '/4" BHC Belt Guardrail Rope 2x -------- (248571) ---'------------------------------------------ Handrail Connector Rope 6X � 5 (248784) 10X 0 ------------------------------------------------------------------ Bolt Link Spacer(196319) 10X /Z" Bushing O------------------------------------------------------------------------------- (156962) l� Flg Nut 5/16" 6x '-------------------------------------------------------------------------- (175006) Agreement No. 5967 (6) Flg Nut 5/16" c'> (6) BHCS 5/16 x 7/8 10xC-3 ------------------------------------------------ 10x(1-13 ----------------------------------------------------- 1 Ox �- -------------------------------------------------------------- 12x--------------------------------------------------------------- 6x---- ----------------------------------------------------- LTHD 3/8 x 1 '/4" BHCS (100292 ) LTH D 3/8 x'/8" BHCS (100290) Bolt Link -------------------------- (138915) T -Connector (191086) BHCS 5/16 x 7/8 (1 3262 V Freestanding Play 248479CrabTrap (10) LTHD3/8 .•- 17 x'/$" BHCS s All rights reserved Agreement No. 5967 (6) Flg Nut 5/16" c'> (6) BHCS 5/16 x 7/8 10xC-3 ------------------------------------------------ 10x(1-13 ----------------------------------------------------- 1 Ox �- -------------------------------------------------------------- 12x--------------------------------------------------------------- 6x---- ----------------------------------------------------- LTHD 3/8 x 1 '/4" BHCS (100292 ) LTH D 3/8 x'/8" BHCS (100290) Bolt Link -------------------------- (138915) T -Connector (191086) BHCS 5/16 x 7/8 (1 3262 V Freestanding Play 248479CrabTrap TM .•- 17 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, INTERNALI Agreement No. 5967 STEP 5 Freestanding Play 248479 Crab Trap TM Page 18 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, `STEP STEP 2 Agreement No. 5967 Evos O -Zone Roto Ring (154458) ---- Bushing .439" x 1.156" (157224) Conn Plug Half -------------------- (162729) 3 8/ x'/$' BHCS (100196) Crab Trap Belt Tube Crab Trap O -Zone Cable (8) Bolt Link Spacer '/6" x 2" BHCS LTHD (157704) Crab Trap O -Zone Cable (248897) ------------- O -Zone Ring Cap (164009) 3/8" SAE Flat Washer (10036y 8X 0 ------------------------------------------------------------------ Bolt Link Spacer 8X - ------------------------------------------------ LTH D3/8 x 1 1/BHC 100292 8X 1/2" Bushing 8X LTHD3/8 x 7/a" BHCS (156962) el 00290) X---------------------------------------------------------------------------------------(138915 Bolt Link Freestanding Play 248479 Crab TrapTMPage 19 o 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, P3 -- Agreement No. 5967 (16)3/8 x 7/$, BHCS (8) LTHD3/$x 1 '/4" BHCS " Bushing $X 0----------------------------------------------------------------------------------/2,•(B 6962) 4X`�------------------------------- C -Zone (164 09 8X --------------------------------- Bolt Link �� (138915) �,. 16X .-,�)-------------------------------------------------------- 3/8" SAE Flat Washer (100365) 16X 3/8 x'/$' BHCS (100196) 8X LTHD 3/8 x 1 1/4" BHCS (1 00292) �%� Single Rope Footer HDG (247871) 4X- Chain Y4" 17 5/6" 14 Link (198497Y Freestanding Play 248479 Crab TrapTMPage 20 o 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, EP4 ® ,. Agreement No. 5967 3/8 x 1 3/ " BHCS 113027) 3/$' SAE Flat Washer (100365) Center Belt Trim Perm --- (251632) Belt Plate --------------------------- (251633) 3/8" Flange Nut (100353) 3/$' Low Crown Hex Nut (100349) Ozone Belt (251397) Freestanding Play • Crab Trap TM Page 21 © 2019 by Landscape Structures. All rights reserved Document #26480300 Y 9& landscape structures, TEP 5 Agreement No. 5967 i 14.000" Single Rope (248284) 12.875" Single Rope — �—------!---- - ` --=a – (248288) Low Arch j 17.75" Single Rope (248286) -, 9.125" Single Rope 0 0 (247566) I° 11.125" Single Rope (248287) ° o e 0 - 17.75" Single Rope i (248286) o High Arch ° ° 14.000" Single 'Rope, ,I (248284) – 14.625" Single Rope (248285) Bolt Link Spacer (196319) 1/2" Bushing (156962) Bolt Link -------------------------- (138915) .--- 14.000" Single Rope (248284) 14.625" Single Rope (248285) 12.875" Single Rope --- (248288) 8x C--111 cer LTHD3/8 x 1 1/4" BHCS (1 00292) LTH D 3/8 x'/8" B H CS (1 00290) 17.75" Single Rope (248286) 11.125" Single Rope (248287) ----- 9.125" Single Rope (247566) Freestanding Play • Crab Trap TM Page 22 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, N ETS STEP 2 Agreement No. 5967 Freestanding Play 248479 Crab TrapTM sltvj Page 23 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, Agreement No. 5967 F https://goo.gi/KuCYgZ 0.. _ / Net 6 STEP 1 Net 7 Et <(247389) (247390) Top Net F (249867) -Top Net C ' (247387) Top Net jl (247385) Top Net D (249840) �1 Top Net B. -----Top Net E (247384) __ (249841) 0-r (42)'/2" Bushing (156962) 192x OO ------ 192x i V -------- 15x Chain Y4" P70 Pgd, 15" 13 Link (200435) 156x ------- 1x------- 1 X 1x------- Crab Trap Top Net D (249840) 1x ------------------------------------------------------------- 1x 1 X 1x --------- Net 2 —�L (247220) ® Net 1 W -Hole ® (247381) ® ®o (150) Bolt Link Spacer (150)'/2" Bushing (156962) Ci 1/2" Bushing (156962) Bolt Link --------------------------------------(138915 ) Crab Trap Net Footing Plate (247869) Bolt Link Spacer (196319) 9'x 9' Net w/Hole (247390) ----------------------------------- 9'x 9' Net (247389) 10.5' x 10.5' Net w/Hole (247381) 10.5'x 10.5' Net (247220) Crab Trap Top Net E (249841) 192x � -----------------------------LTHD3/$x11/1 BRCS (1 00292) 36x -- ----------------------------- Chain Y4" P70 Pgd, 15" 13 Link (200435) 192x------------------------------LTHD3/a � x/8,. BRCS (1 00290) 1 X . Crab Trap Top Net D (249840) 1 X ------------------------------------------------------------- Crab Trap Top Net C(247387) 1 X ------------------------------------------------------------- Crab Trap Top Net B(247384) 1 X Crab Trap Top Net A ............................................................... (247385) 1 X �#----------------------------------------------------------------- Crab Trap Top Net F(249867) Freestanding Play 248479CrabTrap TM .•- 24 © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 --------------- Link Spacer �O�� ~ �� --------- �O�� ~ ��--- &y 2Ox --- ` ^ � (1U)Bolt Link Spacer ' Bushing (156962) Bolt Link ----------------(138Q15) __________ Bolt Link Spacer (196319) 20x ----- 2Ox 20x U�\M'-- Page 25 ~` � � !� ' LTHD�x 1 'BHCS '------ ' (100202) LTH D3/ x _______Crab Tr p Net Window 3 Freestanding Play 248479 Crab Trap TM Page 25 @ 2019 by Landscape Structures. All rights reserved Document #26480300 ^�^��U� ~, � STEP u~n Crab Trap Net Wi(247828) Agreement No. 5967 ' ' Link Spacer --------------- 12.8 1�� ..- �� Y�y-------------------- 12x ------ 6x--------------------- ______1x 1x '--'---- 2x------' 117 ^ ) Y7�--- / e |wors: ruus on Windows point towards the inside. zNet Window 1 ' -=v - (3)Bolt Link Spacer G�- 11.375 Single �k OHD3/ x1' �1 00292) OHD3/ x el 00290) ................... Crab TrpNetVVindmw1 (247820) _ Chain 1/4^P7UPgd. 15^13Link (2UU435) Freestanding Play 248479 _ Trap TM � S Rope / (2)12.875 Single Rope ;28� � � . � ) Y7�--- / e |wors: ruus on Windows point towards the inside. zNet Window 1 ' -=v - (3)Bolt Link Spacer G�- 11.375 Single �k OHD3/ x1' �1 00292) OHD3/ x el 00290) ................... Crab TrpNetVVindmw1 (247820) _ Chain 1/4^P7UPgd. 15^13Link (2UU435) Freestanding Play 248479 Crab Trap TM Page 26 ----------------------------- 11.375" Single Rope @ 2019 by Landscape Structures. (247449) ' Bushing (156962) Bolt Link --------------------\138015) ......................................... Bolt Link Spacer (100310) ___________Crab Tr pNetVWndmw2 (24T828) 11375^Single Rope e |wors: ruus on Windows point towards the inside. zNet Window 1 ' -=v - (3)Bolt Link Spacer G�- 11.375 Single �k OHD3/ x1' �1 00292) OHD3/ x el 00290) ................... Crab TrpNetVVindmw1 (247820) _ Chain 1/4^P7UPgd. 15^13Link (2UU435) Freestanding Play 248479 Crab Trap TM Page 26 @ 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, INTERNAL II Agreement No. 5967 STEPS 1, 2, 3 NOTE: Previous steps removed for clarity. Freestanding Play 248479 Crab Trap TM Page © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, � U� — (2) Crab Trap Swiggleknots Cable (248887) Receives (2) Chain 1/4" P70 x 24 - 5/6" (193111) -------------------------------------------------------------Flg Nut 5/16„ (175006) . ........ rab Trap Swiggleknots Cable 02 (251114) ------------ Crab Trap Swiggleknots Cable (248887) 3/8x1'/"BHCS 100171) Agreement No. 5967 High Arch (2) Crab Trap Swiggleknots Cable 02 (251114) Receives (2) Chain''/" P70 17 5/6" 14 Link (198497) $X ��--------------------------------------------------------------------------------- T -Connector (191086) 4x ' L::–] ------------------------------------------------ BHCS 5/16 x 7/8 © 2019 by Landscape Structures. (132626) $X ( ------------------------------------------------------------------------------ Swiggle Knot (192748) $X �� 1 3/8" SAE Flat Washer (100365 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, / STEP 2 2x (12)3/ x7/ n 6HCS Agreement No. 5967 (4) Spacer Tube (4) LTHD 3/ x 7/ " HCS (4)3/811 Bushing (4)'/2' Bushing NOTE: For chain length 248479 -- (4) LTHD 3/ x 1 V " refer to previous step. -- _, t I� BHCS 3/8x1 V"BHCS 4x a Z9j-------------------------------------------------------- (1 00292) © 2019 by Landscape Structures. All rights reserved 3/x7/"BHCS 8 4x O ----------------------------------------------------- (100196) ------------------------------------------------------ Seat (154460 ) ---------------------------------------------- Seat Bracket 2x ---------------------------------- (177932) Chain 1/4" P70 17 s/6" 14 Link 12X ----------------------------------------------------- (198497) ------------------------------- LTHD3/8 x,/8" BHCS 4x O ---------------------------------------------------- el 00290) Bolt Link ----------------------------- (138915) ----------------------- 1/2" Bushing (156962) Spacer Tube ..................... (178586) Chain '/4" P70 x 24 - s/6" (193111) 3/8" SAE Flat Washer ------ (100365) ------------------------ 3/81, Bushing (12717 3/8 x 1 1/a" BHCS �qr Bolt Link 4x (100292) 4X C}---------------------------------------------------------------------------------------- (138915) \x Single Rope Fo�24 87DG 4x O------------------------------------------------------------------------------- '/Z,(Bushing 1 696 Freestanding Play 248479 Crab Trap TM Page 29 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, Agreement No. 5967 REFERENCE High Arch _...__..(248442) Vertical Net Landing Frame Right (248356) Low Arch Freestanding Play 248479 Crab Trap TM Page 30 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, STEP 4 471-M ----------- �l - 9 --® Agreement No. 5967 (16)'/ " Flat Washer (100363) NOTE: For Landing Frame refer to previous page. 2X --------------------------------------- Vertical Tunnel Net Landing Belt (247870) $X ® ®I 32x---------------------------------------------------------------------3/g EJ ----------------------------------------- x'/8" BHCS (100196) 16x---------------------------------------------------------------------- 3/$" Flange Nut (100353) 16x - 9 --® Agreement No. 5967 (16)'/ " Flat Washer (100363) NOTE: For Landing Frame refer to previous page. 2X --------------------------------------- Vertical Tunnel Net Landing Belt (247870) $X —� Vertical Landing Board Rpl (251616) 32x---------------------------------------------------------------------3/g EJ ----------------------------------------- x'/8" BHCS (100196) 16x---------------------------------------------------------------------- 3/$" Flange Nut (100353) 16x \ C_)............................................................ '/Z" SAE Flat Washer (113550) 16x (D) /2" Flat Washer Flat Washer " SAE Flat Washer (113550) 2X —' �� Vertical Net Landing Frame Right (248356) 2X 11 Cl = ---------------------- Vertical Net Landing Frame Left (248442) 2x EJ ----------------------------------------- Vertical Tunnel Net Landing (247832) 32X GIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� 3/a x 2'/4" BHCS (100199) �96X ---------------------------------------------------------------- 3/8" SAE Flat Washer (100365) � I 3'a' Low Crown Hex 4$X W------------------------------------------------------------------ Nut(10034 ) Freestanding Play 248479CrabTrap TM .•- 31 © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 landscape structures, 8X 248479CrabTrap 1/2 Bushing 8X ---------------------------------------------------------------------------------138915) Bolt Link 8X ---------------- Bolt Link Spacer (196319) \X © 2019 by Landscape Structures. Vertical Tunnel Net Top 02 (247860) (8) Bolt Link Spacer 8x (�-2------------- 8x.................. 1 x /* --------------------------- LTHD 3/8 x 1 1/4" BHCS (1 00292) LTHD 3/8 x 7/$' BHCS (1 00290) Vertical Tunnel Net Top 01 (247859) -----------------------------------------------------------------------1/2" Bushing ----------------------------------------------- LTHD 3/8 x 1 1/4" BHCS (156962) 8X (100292) Bolt Link LTHD 3/8 x 7/8" BHCS (138915) 8X �......................................................... (100290 ------------------------------------------------------- Bolt Link Spacer (196319) Freestanding Play 248479CrabTrap TM .•- 32 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& & High Arch landscape structures, STEPS 1, 2, 8, 9 (BRAIDED 4-�' ROPE) Agreement No. 5967 INTERNAL III 1A 11 1, Low Arch REFERENCE Vertical Net Frames rv, FreestandingPlay •479 i Trap TM Page 33 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, / STEP 1 To Crab Trap Net Window 1 (247826) Agreement No. 5967 (2) Bolt Link Spacer - 2X1/2" O Bushing (156962) 2X ----------------------------------------------- LTHD 3/8 x 1 1/4" BHCS (1 00292) 2X N Bolt Link ............................................................................... (138915) 2X LTHD3/ x'/ " BHCS a s ) (100290 2X ----------------------Bolt Link Spacer (196319) 1 X Braided Rope Assembly (25429 - Vertical Net Frames v O / i (2) Bolt Link Spacer 1/2" Bushing LTH D3/$ x 1 1/4,. BHCS (156962) 2x (1 00292) ----------------------------------------------- Bolt Link 2X -------------------------------------------------------- LTHD 3/8 x 7/a" BHCS (138915) (100290) Bolt Link Spacer (196319) Freestanding Play • Crab Trap TM Page 34 © 2019 by Landscape Structures. All rights reserved Document #26480300 && Agreement No. 5967 landscape structures, Wood Bridge (247905) Rope 01 12" (:37��4) A2:, �o 0 FCa-0es 14 \O\N \NM Wood Bridge Rope 02 (247906) 12x - ----------------------------------------------- ........ Bracket Bridge Plank (179130) .................... 6x ✓ --------------------•-- Wood Bridge Board (247920) X X ........... Wood Bridge Rope 01 (247905) ............. Wood Bridge Rope 02 (247906) 12xi . . ................................................................. #14 x 1 Y4" BHCS (129672) 24x j -�-------------------------------- ...... ------ ....... %" x 1-Y4" Lag Screw (205152) ........ ........... SAE Flat Washer 24X (100365) Freestanding Play 248479 Crab Trap TM Page 35 9& landscape structures, E Crab Trap N (247 Agreement No. 5967 2x 2x 2x 2x 2x \�X STE --------------------------1/2" Bushing 2X LTHD3/8 x 1 1/4" BHCS (156962) (1 00292) ---------------------------- Bolt Link 2x ........................................................ LTHD 3/8 x 7/8" BHCS (138915) (100290) Bolt Link Spacer --------- (196319) Vertical Net Frames --------------- \ IR (2) BcIt Link Spacer 0............................................................................1/211(B Shing 156962) a(Bolt Link l (138915) 2x Bolt Link Spacer (196319) LTHD3/8 x 1 1/4" BHCS (1 00292) LTHD 3/8 x'/8" BHCS el 00290) / Freestanding Play 248479 Crab Trap TM Page 36 © 2019 by Landscape Structures. All rights reserved Document #26480300 Agreement No. 5967 9& landscape structures, Flg Nut 5/16" T -Connector X (,---------------------------------- (175006) 2X 1�--------------------------------------------------------------------------------- (191086) 1 X -----------------""""""-Wood Bridge Guide Rope BHCS 5/16 x 7/8 (250605) 1 X ��-------------------------------------------- (132626 TEP 7'-- 1 X (r] ------------------------------------------------------------ \X �j rL----------------------------------------------------- "" Rg Nut 5/16" (175006) 2X BHCS 5/16 x 7/8 (132626) T -Connector (191086) Freestanding Play • Crab Trap TM Page 37 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, o T e e o 111� 1 X (��------------------------------------------FIg Nut 5/16„ (175006) \x ---------------------- Braided Rope Guide Rope (250616) Agreement No. 5967 T -Connector (191086) BHCS 5/16 x 7/8 (13262V FIg Nut 5/16" T -Connector 1 X (175006) 2X (191086 1 X BHCS 5/16 x 7/8 (132626) Freestanding Play 248479 Crab Trap TM Page 38 © 2019 by Landscape Structures. All rights reserved Document #26480300 9& landscape structures, Parts List Part# Description Qty. 153184 Tri-Hgrip.......................................................................10 Crab Trap Top Net D, Black in color ............................. l 154458 Evos O -Zone Roto Ring, Specify Color........................4 249867 154460 Evos Climb Across Pod, Specify Color.........................4 Crab Trap Arch Base Conn Weldt, Specify Color ......... 4 164009 O -Zone Ring Cap Pnt, Specify Color ........................... 11 177931 Pod Bolt Plate, Specify Color........................................4 Crab Trap Belt Extender ................................................ l 178586 Spacer 1.315 Od 1-5/8 Al ..............................................4 150616 179130 Cult Brkt Cbrdg Plank Pnt, Specify Color ................... 11 192748 Cable Ball Knot Half, Specify Color .............................8 151616 193111 Clm 1/4 P70 X 24-5/16 ..................................................2 Center Belt Trim Penn, Black in color ..........................4 198497 Clm 1/41 P70 17 5/16I Long..........................................6 154293 100435 Chain 15I......................................................................42 5-11 Yrs P1aySafe Wanting Plate..................................1 247110 10.5'X 10.5' Net, Black in color ................................... l 247174 I -Beam LowerArchA WiTabs, Specify Color .............. l 247175 I -Beam Lower Arch B WiTabs, Specify Color .............. l 247176 I -Beam Lower Arch C WiTabs, Specify Color .............. l 247177 I -Beam Lower Arch D WiTabs, Specify Color ............. l 247178 I -Beam Upper Arch A WiTabs, Specify Color .............. l 247179 I -Beam Upper Arch B WiTabs, Specify Color .............. l 247180 I -Beam Upper Arch C WiTabs, Specify Color .............. l 247181 I -Beam Upper Arch D WiTabs, Specify Color .............. l 247381 10.5'X 10.5' Net W/ Hole, Black in color .................... l 247384 Crab Trap Top Net B, Black in color ............................. l 247385 Crab Trap Top Net A, Black in color ............................. l 247387 Crab Trap Top Net C, Black in color ............................. l 247389 9'X 9' Net, Black in color ............................................. l 247390 9'X 9' Net W/Hole, Black in color ............................... l 247449 11.375I Single Rope, Black in color ..............................1 Hdw Pkg 156961 -190 ..................................................1 247566 9.125I Single Rope, Black in color...............................1 152491 247816 Crab Trap Net WndwI Full Weldt, Specify Color ........ l 247818 Crab Trap Net Wndwl Full Weldt, Specify Color ........1 152495 247830 Crab Trap Net Wndw3 Full Weldt, Specify Color ........1 Hdw Pkg 196319 -131 ...................................................1 247831 Vert Tnl Net Lndng Full Weldt, Black in color.............2 152498 247859 Vertical Tunnel Net Top 01, Black in color ................... l 247860 Vertical Tunnel Net Top 02, Black in color ................... l 247869 Crab Trap Net Erg Plt, Specify Color ...........................15 Hdw Pkg 113224 - 3 ......................................................1 247870 Vert Tnl Net Lndng Belt................................................1 138915 247871 Single Rope Footer HDG.............................................. 8 247905 Wood Bridge Rope 01, Black in color ........................... l 247906 Wood Bridge Rope 02, Black in color ........................... l 247911 Crab Trap Belt Tube Weldt, Specify Color....................2 247910 Wood Bridge Brd Rpl, Mink in color ............................6 247924 Crab Trap Post Weldt 1, Specify Color ......................... l 247918 Crab Trap Post Weldt 1, Specify Color ......................... l 247931 Crab Trap Post Weldt 3, Specify Color ......................... l 247933 Crab Trap Post Weldt 4, Specify Color ......................... l 248044 Crab Trap Post Erg, Specify Color................................4 248076 Crab Trap Brace Tube Weldt, Specify Color.................2 248079 Crab Trap Clmbr Pnl Penn, Black in color ................... l 248081 Crab Trap Climber Brd Rpl, Mink in color ................... 7 248136 Crab Trap Beltl.............................................................1 248137 Crab Trap Beltl............................................................. l 248184 14.000I Single Rope, Black in color .............................1 248185 14.625I Single Rope, Black in color .............................1 248186 17.75I Single Rope, Black in color...............................1 248187 11.125I Single Rope, Black in color .............................. l 248188 12.875I Single Rope, Black in color ............................. 5 248356 Vertical Net Landing Fnn Rh, Black in color................2 248442 Vertical Net Landing Fnn Lh, Black in color................2 248571 Belt Guardrail Rope, Black in color ..............................1 248640 Crab Trap Climber Brdl Rpl, Mink in color ................. l 248771 Belt Tube Weldment, Specify Color ..............................1 248784 Guardrail Connector Rope, Black in color....................6 248887 Crab Trap Swiggleknots Cable, Black in color.............2 248897 Crab Trap O -Zone Cable, Black in color ....................... 8 249379 Crab Trap Top Brace Weldt, Specify Color...................2 249405 Crab Trap Middle Brace Weldt, Specify Color.............2 Agreement No. 5967 Freestanding Play 248479 Crab Trap TM 249796 Top Brace Cross Weldtl, Specify Color ........................ l 249805 Top Brace Cross Weldtl, Specify Color ........................ l 249840 Crab Trap Top Net D, Black in color ............................. l 149841 Crab Trap Top Net E, Black in color ............................. l 249867 Crab Trap Top Net F, Black in color .............................. l 249869 Crab Trap Arch Base Conn Weldt, Specify Color ......... 4 150371 Belt Plate, Penn Pnl, Pnt, Specify Color ....................... l 150373 Belt Plate, Ladder, Pnt, Specify Color ........................... l 150383 Crab Trap Belt Extender ................................................ l 150605 Wood Bridge Guide Rope, Black in color ..................... l 150616 Braided Rope Guide Rope, Black in color .................... l 151114 Crab Trap Swiggleknots Cable 02, Black in color ........ 2 151397 Ozone Belt.....................................................................1 151616 Vertical Landing Brd Rpl, Mink in color ....................... 8 151631 Center Belt Trim Penn, Black in color ..........................4 151633 Ozone Belt Plt, Pnt, Specify Color................................1 154293 Braided Belt Assembly..................................................1 151344 5-11 Yrs P1aySafe Wanting Plate..................................1 155176 Belt Bridge Spacer......................................................... l 152468 Hdw Pkg 100171 - 40 ....................................................1 152469 Hdw Pkg 100173 - 3 ......................................................1 152470 Hdw Pkg 100175 - 4 ......................................................1 152471 Hdw Pkg 100195 - 30 ....................................................1 152471 Hdw Pkg 100196 - 101 ..................................................1 152473 Hdw Pkg 100199 - 31 ....................................................1 252474 Hdw Pkg 100101 - 110 ..................................................1 152475 Hdw Pkg 100190 -178 ..................................................1 152476 Hdw Pkg 100191 -190 ..................................................1 152477 Hdw Pkg 100313 - 110 ..................................................1 152478 Hdw Pkg 100349 - 61 ....................................................1 152479 Hdw Pkg 100353 - 131 ..................................................1 151180 Hdw Pkg 100363 - 70 ....................................................1 152481 Hdw Pkg 100365 - 308 ..................................................1 151181 Hdw Pkg 100611 - 6 ......................................................1 152483 Hdw Pkg 113017 -18 ....................................................1 252484 Hdw Pkg 113550 - 16 ....................................................1 152485 Hdw Pkg 117179 - 4 ......................................................1 152486 Hdw Pkg 119500 - 176 ..................................................1 152487 Hdw Pkg 119671 - 11 ....................................................1 152488 Hdw Pkg 138915 - 145 ..................................................1 152489 Hdw Pkg 100151 -10 ....................................................1 152490 Hdw Pkg 156961 -190 ..................................................1 152491 Hdw Pkg 157224 - 8 ......................................................1 152491 Hdw Pkg 157701 - 8 ......................................................1 152493 Hdw Pkg 161719 - 16 ....................................................1 252494 Hdw Pkg 175006 -14 .....................................................1 152495 Hdw Pkg 131616 - 14 ....................................................1 152496 Hdw Pkg 196319 -131 ...................................................1 152497 Hdw Pkg 105 151 - 24 ....................................................1 152498 Hdw Pkg 191086 -18 ....................................................1 153919 Hdw Pkg 113098 - 8 ......................................................1 151591 Hdw Pkg 119671 -1 ......................................................1 151591 Hdw Pkg 190308 - 64 ....................................................1 155197 Hdw Pkg 113224 - 3 ......................................................1 264548 Hdw Pkg Braided Belt Assembly...............................1 138915 Bolt Link, SST...............................................................4 100190 BHCS 6Lp LTHD 3 S" x 7 S", SST..................................4 196319 Bolt Link Spacer............................................................4 156961 Bushing `s" O.D. x 12" L6, SST....................................4 100192 BHCS 6L LTHD 3 S" x 1 14". SST..................................4 Page 39 Agreement No. 5967 Freestanding Play 248479 Crab Trap TM landscape structures, Specifications Fasteners: Primary fasteners shall be socketed and pinned tam perproof in design, stainless steel (SST) per ASTM F 879 unless othenvise indicated (see specific product installation/specifications). Cable Assembly: (Cable) Made of tightly woven polyester -wrapped, six -stranded galvanized -steel cable with a polypro pylene core. (Cable Connectors) 6061-T6 aluminum. Pod: Rotationally molded from U.V stabilized linear low density polyethylene, color specified. Chain: Steel 1/4" (6,35 nun) straight link chain, 3,150 lb (1428,82 kilograms) working load limit. Finish: ProGuard. Pod Bolt Plate: Weldment consists of 3/16" (4,75 mm) HRPO steel plate and 3/8" (9,53 mm) thick SST plate. Finish: ProShieldR�, color specified. Support: Fabricated from 2.375" (60,33 nun) O.D. RS20 (.095"- .105") (2,41 nun -2,67 mm) wall galvanized steel tubing. Finish: ProShield, color specified. Footer: Fabricated from 1/4" HRPO Sheet Steel. Finish: ProShield, color specified. Windows/Support Landing: Weldment comprised of 1.660" (42,16 nun) O.D. RS20 (.120" - .130") (3,05 nun -3,30 mm) wall galvanized steel tubing and 3/16" (4,75 mm) HRPO sheet steel. ProShield, color specified. Belting/Mat: .315" (8,00 nun) Thick mini rough top rubber belting with polyester fabric plys, black in color. Mat Ring: Permalene-, color specified. Cable Ball Knot: Rotationally molded from U.V stabilized linear low density polyethylene, color specified. GripY Platform: 3/4" (19,05 nun) Thick recycled Penualene-, black in color. O -Zone Ring: Rotationally molded from U.V stabilized linear low density polyethylene, color specified. O -Zone Ring Caps: Fabricated from sand-cast alloy 356. Finish: Pro - Shield, color specified. O -Zone Cable A: Made of tightly woven polyester -wrapped, six -stranded galvanized -steel cable with a polypropylene core. (Cable Connector) 6061-T6 aluminum. Finish: ProShield-, black in color. (Footing Connector) Fabricated from 1.250" O.D. 6061-T6 aluminum. O -Zone Cable B & C: Lumber: Hand Grip: Made of tightly woven polyester -wrapped, six -stranded galvanized -steel cable with a polypropylene core.(Cable Connector) 6061-T6 alu minum. Finish: ProShield, black in color. Recycled high-density polyurethane, mink in color. Made from Polyester Resin. Hand Grips measure approx. 5 3/4" long x 2 1/4" wide x 1 3/4" high. I -Beams: Rolled I -Beams, W6-9 in thickness. Proshield, Color specified Installation Time: DB - Approx. 120 person hours Concrete Req.: DB -Approx. 132.9 cu. ft. Weight: DB - 3324 lbs. Minimum Area Req.: DB - 33'(10, 06 m) x 36'6" (11, 13 m) Fall Height: DB - 118" (3, 00 m) ECO# 0101744 Document 26480300 replaces 25900400. Added braided belt hdw pkg. Page 40 k& landscape structures DETAIL SIGN ATTACHMENT (4) 3/8" Low Crown Cap Nuts w/3/a" SAE Flat Washers Large Border (2) Signs Age Appropriate Sign Small Border Sign Post \; Top Of post �' II �hIIIIIIII�IIIII Dili uliii SII m II;d Illllllll iil dl, �luplu',Ih I`'�miiu l pu" Warning Sign DETAIL I a� i (2) #8 X 1/2" (2) Borders BHCS Torx (2) Signs 77 Sign Post n 0 LO (4 ) 3/811 X 1 1/811 BHCS w/Pin W/3/811 SAE Flat Washers Agreement.JLQ.5 7 ISO 14001 DETAIL SURFACE MOUNT (4)'/2" Standard------------------------- �- Hex Nuts w/'/2" Sign Post Flat Washers (4) 1/2" x 2 3/41, Expansion =L Anchors Concrete - ,aQ a'1 IId GP_" / a Compacted --- -- Gravel Model 182503 - Landscape Structures Provided Welcome Sign Model 182504 - Welcome Sign DETAIL DIRECT BURY FOOTING Certified 21325600 Signs Welcome Sign © 2016 by Landscape Structures. All rights reserved Document #22074200 AgnSign landscape structures® Parts List Installation Instructions Part# Description Qty. Direct Bury 219911 Warning Sign,Gray........................................................ l 219912 Age Appropriate Sign, 2-12 Years, Gray ....................... * 1) Dig footing hole to depth and diameter shown. 219913 Age Appropriate Sign, 2-5 Years, Gray ......................... * —) Attach sign panels and borders to post as shown, using'/," x 1'/,"BRCS 219914 Age Appropriate Sign, 5-12 Years, Gray ....................... * 219915 Age Appropriate Sign, 1 1/2-5 Years, Gray ................... * with'/," SAE flat washers and low crown cap nuts with SAE 219916 Age Appropriate Sign, 1 1/2-12 Years, Gray ................. * flat washers. Attach signs to borders using #8 x 1/," BRCS Torx. 219918 Age Appropriate Sign, 6-23 Months, Gray ................... * 3) Set sign assembly in footing hole and temporarily brace in plumb 180598 Sign Post (DB), Specify Color ...................................... 181119 Sign Post (SM), Specify Color ...................................... * position. 193782 Large Border, Black.......................................................1 4) Pour concrete footing. After concrete has cured, remove bracing. 193783 Small Border, Black ...................................................... l Surface Mount 213258 Age/Nyarning Sign Hardware Package ....................1 100198 3/8" s 1 1/8" BHCS w/Pin, SST....................................4 1) Attach sign panels and borders to post as shown, using'/," x 11/," BHCS 100349 3/8" Low Croon Cap Nut, SST.....................................4 with'/," SAE flat washers and low crown cap nuts with SAE 100365 3/8" SAE Flat Washer, SST...........................................8 flat washers. Attach signs to borders using #8 x 1/," BHCS Torx. 168323 #8 s 1/2" BHCS Tors, SST............................................2 169413 1/4-6 Lobe T-15 Tamp. Bit ............................................1 2) With sign in proper position, using a'/,"masonrybit and hanuner drill, drill 3" deep holes into concrete slab through holes in post plate. Tap 121348 4 Hole (SNI) Hardware Package...............................1 '/," x 2'/4" expansion anchors into holes and secure using'/," standard 100266 1/2" s 2 3/4" Expansion Anchor....................................4 hex nuts with 1/_," flat washers. 100322 1/2" Standard Hes Nut, SST..........................................4 100363 1/2" Flat Washer, SST....................................................4 DB = Direct Bury SM = Surface Mount * = Quantity Determined By Your Order Specifications Sign Panel: Panel is fabricated from I/," (.125")(3,17 nun) alumi- num plate. Finish: ProShield"', gray in color. (Sign) Digital image is transfered to a'/," (.125")(3,17 nun) ProShield coated aluminum plate, then infused into the ProShield. Border: Penualene, black in color. Post: Weldment comprised 2.375" (60,33 nmi) O.D. RS20 (.095-.105) (2,41 nun -2,67 mm) wall galvanized tube, 1/," (6,35 nun) HRPO steel sheet and aluminum post cap. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications). Installation Time: (DB) Approx. 1 man hour (SM) Approx. V. man hour Concrete Req: Approx. 1.31 cu. ft. Weight: (DB) - 24 lbs. (SM) - 27 lbs. ECO 010073013ocuraent22074200 replaces 21325600 Replacedsigns Acacia Park Free-Standing Play Equipment SWarament No. 5967 Agreement No. 5967 A& landscape structures® 101" (2,56 m) Certified ---------- - c ) Z c 1. I ►J r Z Choose a protective surfacing material that has a Critical Height Value of at least the height of the Highest Accessible Part/Fall Height of the adjacent equipment. (Ref. ASTM F1487.) s 0 5urracing Scan the QR Code to the right, or type the URL into a browser to view the video %1.. https://bit.l /2ESCwdO / Y Kids in Motion 248819 We -Go -Round TM wl Perf Panels Page 1 © 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, Center Post O Concrete (2) 3/8" Diameter x 18" Long Rebar Agreement No. 5967 DETAIL DIRECT BURY • o �� 4, o P P 4 48" Square Crushed (1220) Rock Kids in Motion 248819 We-Go-RoundTM `N/ Perf Panels Page 2 © 2019 by Landscape Structures. All rights reserved Document #26761600 z ct�re st►ur 1> . Agreement No. 5967 a►R EFTAIL finished Gr Cr BURY ade Com rv„ m Aggd T ° , . r gate " - _ - - - Finished Grade 7 Concrete CO - s CM---- t- ------- - -1281, - - - - 325--- 7- (Z) �, a = z L un►►TAR TAI a ;. Y S a Sr C� v� 3/4 "(19) Inc FAC►NG a from W slope Inch w ry tri a-Go.R m to finished °Lind (Dark Grey) rade Q Finished Grad e Concrete/ �w Compact Aggregate Kids • {635a) - - - - -_ �n Motion - - - - - - _ 19 Vfe-Go.ROU nd M w/ perf Pa - . .... nels Page 3 Agreement No. 5967 FOUNDATION I landscape structures, o STEP 4 STEP 1 (2) 3/8" Diameter x 18" Long Rebar STEP 3 STEP 2 STEP 1 .0•DRebar .. . . Kids in Motion248819 We -Go -Round TM w/ Perf Panels .•- ©2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, STEP 2 NOTE: Rivets will set clamp height and orientation. 4X (?T-i— Q� Rib Clamp ............................................................................... (249292) 2XI /4 x 5/$' Drive Rivet (100610) 4x------------------------------------------------------------- O 3a, Standard Hex Nut (100327) 4x D---:= Sx C ) Agreement No. 5967 46 5/8" 34 5/8" x 1 '/2" Hex Screw (100208) 3/a" SAE Washer --------- (100365) 6X a ------------ Rib 12X W- = ------------------------------------------------------- 3/$" x 1" Hex Screw (249295) (100206) 3' " Standard Hex Nut !=- 3/$' SAE Washer 12x------------------------------------------------------------ a 24x ---------------------------------------------------------------------- (100327) � (10036 Kids in Motion248819We—Go—Round TM w/ Perf Panels -•" © 2019 by Landscape Structures. All rights reserved Document #26761600 Agreement No. 5967 landscape structures, 2X `® ®:J------------------------------------------------------------------- Rib Bracket 3/8" x 1" Hex Screw Ls (249299) 24X (100206) 24X O------------------------------------------------------------3'81. Standard Hex Nut 48X \------. 3/$' SAE Washe00365) (100327) CJJ ( ) - Rib Footer \X -------------------- (249297) FOUNDATION II NOTE: Refer to page 9 for in -field photos of Foundation II installation. STEP 3 (COMPACT AGGREGATE OR CONCRET NOTE: Level ribs with aggregate/concrete STEP 1 -- -=------------------------- ---- (CONCRETE) aI"EP2 (DRAINAGE) Kids in Motion 248819 We -Go -Round TM w/ Perf Panels Page 6 © 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, STEP 1 Concrete STEP 2 Drainage Cap (Supplied) (2) Lag Bolt (168198) w/ 3/s" SAE Washer (100365) (Supplied) Agreement No. 5967 -__----------- - -; NOTE: Add slope moving away from post with concrete Note: Cover top and bottom of riv nuts (with tape or similar) before pouring compact aggre- gate/ concrete. / Drainage Tee (Supplied) —i —� Drainage Pipe Tie into drainage (Supplied) system, or view next / page to create one. Kids in Motion 248819 We -Go -Round TM wl Perf Panels Page 7 © 2019 by Landscape Structures. All rights reserved Document #26761600 Agreement No. 5967 9& landscape structures, TEP 3 Note: For sites without an existing drainage system. I Tie into drainage apo°D °°� c system. Clean Rock °°oo°D voD GG��DD D�° lj 24" (609) /'STEP 4 Compact Aggregate/ Concrete 36" Min. (914) NOTE: Level ribs with aggregate/ con- crete. Don't allow compact aggregrate/ concrete above ribs. Kids in Motion 248819 We -Go -Round TM wl Perf Panels Page 8 ©2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, Agreement No. 5967 Kids in Motion 248819 We -Go -Round TM w/ Perf Panels Page 9 © 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, S STI Agreement No. 5967 STRUCTURE STEP 7, 8, 9 STEP 1,2 ❑c Kids in Motion 248819 We-Go-RoundTM `N/ Perf Panels Page 10 © 2019 by Landscape Structures. All rights reserved Document #26761600 �� STEP u~n n` YlA (14 -�« /|� ^Dr�e��e 1�� |�____________'m x z ` NOTE: Bottom r i right// / side of the tabs, with the flange/ pointing towards the right. cc - 3/^��n�mdHex Nut 1��/( \\------------------ � (100327) 3TabBo�omRib 4Xr~— `________________ (240207) __-� 7TabBo�omRib �� __� _� �� -- ----------------. (240200) 1X u�~.................................................... Global Motion Bushing Belt (254468) Agreement No. 5967 Bush 2x� -- ----------------------------------------------------------- (212200) ' gm] ` F! I VO-' a C 4 3 2X r� (�-------- 1x �,~�----------- (4) 3Tab Bottom Rib NOTE: Alternate 3and 7tab bottom ribs as shown. (4) 7Tab ottom Rib 3/ 1, 1, SAE Washer -- (100365) Bottom Rib Mount -- (248520) Cable Tie 5 3/4^ Kids in Motion 248819 We -Go -Round TM wl Perf Panels Page 11 @ 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, REFERENCE FOR STEP 4 NOTE: Orientation of the Vertical and 3 Tab/ 7 Tab Bottom ribs are independent of each other. Vertical Rib 249257 Vertical Rib 249255 Vertical Rib 249257 Vertical Rib 249259 Vertical Rib 249259 Agreement No. 5967 Vertical Rib 249257 Vertical Rib 249255 Vertical Rib 249257 Kids in Motion 248819 We -Go -Round TM wl Perf Panels Page 12 © 2019 by Landscape Structures. All rights reserved Document #26761600 Agreement No. 5967 landscape structures, STEP 3 �I C:1) Washer Lock Spring %1' SAE Flat Washer .� X 1.25 Offset Bearing and Hub Assembly - _ (254134) 5/" SAE Flat Washer 2XD................................................................ (129500) 12x 12X @---------------------------------------------------- 5/8 x 1 '/ " BHCS ------------------------------------------------------------- -- 100201) Washer Lock Spring (17565 STEP 4 6X O ------------------------------------------------------------ - Z Standard Hex Nut Vertical Rib 249259 Vertical Rib 249257/,, �i Vertical Rib 249255 I N � LY NOTE: Do not tighten hardware in steps 2,4,5 and 6 until after step 6. 2X Vertical Rib w/Pin and 1 Insert (249259) ® Vertical Rib w/o Pin and 1 Insert 4X ------ (249257) Vertical Rib w/Pin and 4 Inserts \x (249255) Vertical Rib 249257 Vertical Rib 249257 Vertical Rib 249255 Vertical Rib 249257 Vertical Rib 249259 TM w/ Perf Panels 6X O ------------------------------------------------------------ - Z Standard Hex Nut (129692) ,� 6X ----------------------------------------------------------- 'h" x 2'/4" Hex Screw (131862) C�32X ----------------------------------------------------------------------- '/2' SAE Washer (113550 Kids in Motion248819 We—Go—Round TM w/ Perf Panels -•" 13 © 2019 by Landscape Structures. All rights reserved Document #26761600 Agreement No. 5967 landscape structures, EP 5 ® NOTE: Refer to step 4 simultaneously to achieve proper placement. NOTE: Tab is placed on the right of the bottom ribs. Use level when tightening ribs. Horizontal Bottom \� Support 16x(11 ------------------------------- 16x Glllllllllllulllulllllllullllllllllllllllluullllllllllllllulllu� Horizontal Bottom Support (249286) 3'8" Low Crown Hex -------------------------- Nut (100349) ------------------------------3/8 x 2'/ " BHCS 100174) 31 Standard Hex Nut (100327) 3/$' SAE Washer -------- (100365) 3/8 x 1 1/8" BHCS (10019 8x .............................................................. Globe Pipe 16X 3/8 x 2'/ " BHCS (212866) �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 100174) 3/ " Low Crown Hex 3/81, SAE Washer 16X(I ------------------------------------------------------------------- $ Nut (100349) 32x @?)----------------------------------------------------------------------- (10036 Kids in Motion248819We-Go-RoundPageTM w/ Perf Panels 14 © 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, Agreement No. 5967 _(12)1/4"x13/4"x9" Plate Skirt----------------------------------------------------------------3/8 x 1 1/8" BHCS 6x..................................................................... (249289) 24X (100198 �\ 3/8" Flat Washer '/4" x 1 3/4" x 9" Plate 24X (100362) 12x ` --=r7--------------------------------------------------------- (25379 o Outer Ring GripX S--"'�—Outer Ring Plate Black 3- Hole Outer Ring GripX (246601) Black 4 Hole Outer Ring GripX (246441) Outer Ring Plate (250371) VP NOTE: First place a 4 -Hole Outer ",Ring to the right of a 7 tab bottom rib, then alternate 3 and 4 -Hole Outer Rings around structure. 'r L u° A 3- Hole Outer Ring ®® ° ° - ...... ®, 4- Hole (Center hole will be uter Ring addressed later. ' 3/8 X 1 3/ " BHCS Z4x 113027) 24X(O------------------------------------------------------------------------- 3/a,. Flat Washer `_> (100362) Kids in Motion248819 We—Go—Round TM w/ Perf Panels -•" 15 © 2019 by Landscape Structures. All rights reserved Document #26761600 jlkh landscape structures ... .... .... I STEP 9 Grey Outer Skirt cill- Grip X B (258598) Grey Outer Skirt Grip X A(258597) ...... Grey Outer Skirt Grip X B (258598) Grey Outer Skirt Grip X A (258597) 3/81, Flat Washer (100362) Agreement No. 5967 ■ https://bit.ly/2DTsWVh NOTE: While placing GripX into place ensure gap doesn't exceed 5/16" while spinning. Alternate Outer Skirt Grip X A (258597) and B (258598). - --- ----- --- - - 36x CMO -------- 3/B x 1 '/&' BHCS (100198) S P-40 8)3/, lock Hex Nut A', J— Hub Clamp J P Hub Clamp 70 ........... .... (222306) Series Shock 4X------------------------------------------- (215884) X . . ....................................................... 3/ 8 Nylock Hex Nut 8X(D -------------------------------------------------------------------- (136931) Kids in Motion 248819 We -Go -Round TM w/ Perf Panels Page 16 Agreement No. 5967 landscape structures' INTERIOR I STEP 4 - STEP 3 _A, STEP 2 muga 0 Top of Permalene —251/2" �, 311 _ w i 4x 2x NOTE: Logo on GripX is oriented T• closest to the 4- Hole Outer Ring. Black Outer Deck GripX (246434) Black Center Deck GripX (24643 Kids in Motion 248819 We -Go -Round TM w/ Perf Panels Page 17 9& landscape structures, STEP 2 3/8" Flange Nut w/ 1/2" SAE Flat Washer 3/8 x 1 11/16 BHCS W/ 3/$' SAE Washer Arch Support 4X--------------------------------------------------------------------- (249265) 16x 3/8 x 1 11/1s" BHCS 11 23224) 1/ " SAE Flat Washer 16X 6).............................................................. z (113550) STEP 3 Agreement No. 5967 4 NOTE: Bars are aligned with 3 -Hole Outer Ring GripX #246601 A % 3/8" SAE Washer 16X(c1----------------------------------------------------------------------- (100365) 3/8" Flange Nut 16x------------------------------------------------------------------------ (100353) NOTE: Clamp placement on Page 17 \ 3/8 x 1 1/8" BHCS 10X< -------------------------------------- 2X-------------------------------------- 6x------------------------------------- 3/8" SAE Washer ---- (100365) 318" Low Crown Hex Nut (100349) 3/8" Flange Nut (100353) Kids in Motion248819 We—Go—Round TM w/ Perf Panels 3/8 x'/8" BHCS Center Post Ring Weldment ------------ (249268 ) Center Ring Permalene ------------------------ (246424) 3/8 x1 1/8" BHCS (100198) 3/8 x 7/a" BHCS (100196) 3/8 x 1 1/8" BHCS 10X< -------------------------------------- 2X-------------------------------------- 6x------------------------------------- 3/8" SAE Washer ---- (100365) 318" Low Crown Hex Nut (100349) 3/8" Flange Nut (100353) Kids in Motion248819 We—Go—Round TM w/ Perf Panels -•" 18 © 2019 by Landscape Structures. All rights reserved Document #26761600 Agreement No. 5967 9& landscape structures, $X 3/a x 2" BHCS 3/a„ SAE Washer (100173) $X (�j...................................................................... (100365) .� XSpinner Top ,.` ! ✓' (215474) Kids in Motion248819 We -Go -Round TM w/ Perf Panels -•" 19 © 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, STEP .1 STEP 1, 2, 4 STEP 1 ( (8) 1/ u Flange Nut W/ '/2" SAE Flat Washer INTERIOR 11 Agreement No. 5967 NOTE: Document shows quantities 2 seat configuration. When as - )ling a 3 seat configuration refer uantities in the bill of materials. STEP 3 -- SeatFrame Seat Frame Left Seat Frame Right ----(8) 3/ X 1 11/ 1611 . 9HCS 3/ x'/$' BHCS 4 ............................................................................ Seat Frame 2x `ql ........................................... 2x (246444) Seat Frame Left 8x 2X-------------------------------------------------....................... (246443) Offig -------------------------------------- I/ SAE Washer 24X (100365) 8x 2 SAE Fla -------------------- " t Washer 8X (113550) 8x \8x" Flange Nut (�] ..........................................................................3/ 8 (100353) N 0 ,0 Seat Frame Right .......... (246442) 3/6 x 7/6" BHCS e100196) 3/6 x 1 "/,(6126 '/ " HCS 'el 23B 224) 8" Standard Hex Nut (100327) Kids in Motion 248819 We -Go -Round TM w/ Perf Panels Page 20 @ 2019 by Landscape Structures. All rights reserved Document #26761600 9& landscape structures, STEP 2 (16)3/8 Low Crown NOTE: Document shows quantities for 2 seat configuration. When as- sembling a 3 seat configuration refer to quantities in the bill of materials. (16)3/ x'/ "BHCS --- 8 8 (2)3/8 X 8 3/ " Low Crown Hex 34X �; J ------------------------------------------------------------------- 6 16X Nut (100349) 3/8 x 7/8" BHCS 16x (100196) 2x II ��,yy 2x 7---------------------------------------------3/6 X 1 11/lei 611 BHCS 2X (123224) //"S_ STEP 3 !�--------------- ---------------(6) 3/6X,/8,. BHCS — (2) Panel Without Seat Frame (10) 90 Degree Bracket Agreement No. 5967 3/8" SAE Washer (100365) 90 Degree Bracket (147807) Perf Panel (24642 (8)3/ 8 Low Crown ® (8) 3/ x 1 "/6" BHCS w/ - - _ 37.8" SAE Washer d 0 © - t0 (10) 3/8 x'/8" BHCS (2)3/ 8 x 1 11/16" BHCS (8) 3/8" Flange Nut w/ 1/2" ' SAE Flat Washer 2x----------------------------------------------------------- Perf Panel 16X------------------------------------------------------------ 90 Degree Bracket (246428) (147807) 16x------------------------------------------------------------------- �pp 3' " Low Crown Hex 6 Nut 100349 ( ) 3/ " SAE Washer 42X �.�----------------------------------------------------------------------- 6 (100365) _ 1 OX �IIllI111I11llIIIIIIIIII111llllllllllllll� 3/6 x 1 11/161 BHCS $X �--------------------------------------------------------------------------3/8,. Flange Nut (100353) ��VVIII (123224) �6X----------------------------------------------------------------- 3/a X'/1 BHCS (100196) 8x �,\ /2,. SAE Flat Wash (113550 Kids in Motion 248819 `N/ Perf Panels We-Go-RoundTM Page 21 o 2019 by Landscape Structures. All rights reserved Document #26761600 Agreement No. 5967 landscape structures, NOTE: Do not use impact on F E P 4 5/16 x 3/4" BHCS 3/ t'B CS Torx - — (12/872) Parking Label (257592) (This label 2I-12 Yrs Play Safe Warning to be located where Pla e Flat Large(251343) there is no seat) J ° ° (4) #14 x 3/ "BHCS Torx ° (34) 5/16 x BHCS Torx (12/872) (22807) C�, %—, t Al\\° a We -Go -Round No Climb/ \\ (q 1% 4�\ Parking Label (257590) ®� w � Seat 2X (246 25) o Seat PanelRight ---------------------------------------------------------------------------------- 2x D---------------------------------------------------------------------- P------------------------Seat Panel Left 5/ x 1/4" BHCS Torx 6 )2X (246426) 34X �..............................................................(223807 5/ " SAE Flat Washer #14 x 3/ " BHCS Torx 34X CID6 (223956) 6X a (127872) Parking Label X O ---------------------------------------------------------- 257592 -------- (251343) 1 X C= ............................... Warning No Climb/Parking Label (257590) -------------- — — ---------- /STEP 5 -------- (8) 3/$" Flange Nut J i� (2) Trim Spacer gNOTE: Attach Trim Spacer and j n "Ring to Black Brake Cover before mounting to Vertical Ribs (12) 3/ x 1 1/ z " _"_ FACS i -------- . (2)3/ x 2 3/ "BHCS C (Through Vertical Rib) (2) Trim Ring 0 G T17 (8)3/ x 2" BHCS ; - (To �lange Nuts) / V -------------------------------------------------- Black Brake Cover Trim Ring 2X j (215887) 2x -- (218445) 2X -------Black Trim Spacer 3/8 x (1 BHCS (218444) $X a'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I------------------------------------------------------------ (100173) 2X.......................................... /a x 2 3/4" BHCS 12x -----------------------------------------------------------3/a x 1 1/2" FRCS (100175) (151421) 3/$' Flange Nut \X--------------------------------------------------------------------------- (100353) Kids in Motion 248819 We-Go-RoundTMW/Perf Panels Page 22 2019 by Landscape Structures. All rights reserved Document #26761600 9& Kids In Motion landscape structures, Parts List - 2 Seat Option Agreement No. 5967 248819 We-Go-RoundTMwl Perf Panels Part# Description Qty - 147807 Angle Brkt Pnt, Specify Color.....................................12 100606 212200 Bushing Uhmw 6" Tube................................................2 109680 212866 Globe Pipe Bottom W/Out Net, Specify Color ............ 8 215474 Globe Spinner Top Roto, Specify Color ........................ l 215887 Globe Brake Cover, Black in Color...............................2 175652 254134 1.25 Offset Bearing + Hub Asm....................................1 250580 218444 Trim Spacer Globe, Black in Color...............................2 100174 218445 Trim Ring Globe, Black in Color..................................2 100198 222306 Global Motion- Hub Clamp Sst................................... l 222399 #3 Rebar X 18................................................................2 100349 246424 Ctr Ring Penn, Specify Color.......................................2 100365 246425 Seat Pnl Top, Specify Color..........................................2 113550 246426 Seat Pnl Lh, Specify Color............................................2 129692 246427 Seat Pnl Rh, Specify Color............................................2 131862 246428 Perf Pnl Pnt, Specify Color...........................................4 250586 246434 Main Deck Gripx, Black in Color.................................4 100173 246435 Ctr Deck Gripx, Black in Color.....................................2 100175 246441 Orr Ring Penn 4 Hole, Black in Color ..........................4 100353 246442 Seat Fnn Rh Pnt, Specify Color....................................2 100365 246443 Seat Fnn Lh Pnt, Specify Color....................................2 151421 246444 Seat Fnn Plt Pnt, Specify Color....................................2 250587 246601 Orr Ring Penn With Tab Slot, Black in Color...............4 100196 258597 Orr Skirt GripX A, Gray in color...................................6 100349 258598 Orr Skirt GripX B, Gray in color...................................6 100353 248520 Btm Rib Min Machined ................................................. l 249255 Vert Rib With Mtg Pin 4 Inserts Pnt, Specify Color ...... 2 249257 Vert Rib Wout Mtg Pin Pnt, Specify Color ...................4 123224 249259 Vert Rib With Mtg Pin 1 Insert Pnt, Specify Color ....... 2 249265 Arch Pnl Sprt Weldt Pnt, Specify Color........................4 100196 249266 7 Flg Btm Rib Pnt, Specify Color.................................4 100327 249267 3 Flg Btm Rib Pnt, Specify Color.................................4 100349 249268 Ctr Post Ring Weldt Pnt, Specify Color........................2 100353 249269 6.0 OD x.25 x 119.5' Zp Post Pnt, Specify Color........ l 249286 Horiz Bthn Sprt Weldt Pnt, Specify Color ..................... 8 249289 Ott Skirt Weldt Pnt, Specify Color................................6 123224 249292 Rib Clmp, Install Weldt Pnt, Specify Color ..................4 148680 249295 Rib, Install Pnt, Specify Color.......................................6 223807 249297 Rib Ftr, Install Pnt, Specify Color.................................6 223956 249299 Rib Brkt, Install Pnt, Specify Color .............................12 258581 250371 Orr Ring Plt Pnt, Specify Color.....................................4 100362 250643 4" X 300" Perf Drain Pipe ............................................. l 250644 4" Flexible Drain Tee....................................................1 250590 250645 4" Drain Cap..................................................................2 100196 251007 4" Drain Coupler...........................................................2 100198 215884 70 Series Shock.............................................................4 100349 253792 9" Plate Pnt, Specify Color...........................................12 100353 254468 Global Motion Bushing Belt, Black .............................. l 250568 Hdw Pkg We -Go -Round Rib Plates Asm ..................1 100206 Hex Cap 3/8Xli Sst Pat...............................................36 100606 100208 Hex Cap 3%8X1-li2 Sst Pat...........................................4 109680 100327 Nut Hex Std 3/8-16 Sst................................................40 129500 100365 Washer Flat Sae 3i8I Sst..............................................82 136931 100610 Rivet 1 /4X5/8I Dn, As..................................................2 175652 168198 Lag Scr Bh 61-p 3i8X1-1/2I...........................................2 250580 253850 Hdw Pkg We -Go -Round Skirt Asm ...........................1 100174 100198 Bhcs 61-p 3/8X1 -1/8I Sst.............................................60 100198 100362 Washer Flat 3i8I Sst.....................................................60 100327 258583 Hdw Pkg We -Go -Round Hub/Bushings ....................1 100201 Bhcs 61-p 5/8X1 -1/2I Sst............................................ 12 100606 Rivet 3A6X1/2I Dn, Aa .............................................. 12 109680 Cable Tie 5-3/41 Black .................................................. l 129500 Washer Flat Sae 5/8I Sst............................................. 12 136931 Nut Hex Nylok 3/8-16 Sst.............................................8 175652 Washer Lock Spring 5/81 Sst...................................... 12 250580 Hdw Pkg We -Go -Round Frame Asm ........................1 100174 Bhcs 61-p 3i8X2-1/2Isstpat.........................................32 100198 Bhcs 61-p 3/8X1 -1/8I Sst............................................32 100327 Nut Hex Std 3/8-16 Sst............................................... 32 100349 Nut L/C Cap 3/8-16 Sst.............................................. 32 100365 Washer Flat Sae 3/81 Sst...........................................128 113550 Washer Flat Sae 1/2I Sst............................................. 32 129692 Nut Hex Std 1/2-13 Sstpat.......................................... 16 131862 Hex Cap 1%2X2-1/4 Sst............................................... 16 250586 Hdw Pkg We -Go -Round Brake Cover.......................1 100173 Bhcs 61-p 3i 8X2i Sst Pat............................................16 100175 Bhcs 61-p 3/8X2-3/41 Sst.............................................2 100353 Flg Nut 61-p 3/8-16 Sst................................................8 100365 Washer Flat Sae 3/81 Sst..............................................8 151421 Fhcs 61-p 3%8X1-1/2Isst W/Patch...............................12 250587 Hdw Pkg We -Go -Round Perf Panel W/O Seat ......... 2 100196 Bhcs 61-p 3/8X7/8I Sst..................................................8 100349 Nut L/C Cap 3i8-16 Sst.................................................8 100353 Flg Nut 61-p 3/8-16 Sst..................................................8 100365 Washer Flat Sae 3i8I Sst..............................................25 113550 Washer Flat Sae 1/2I Sst................................................8 123224 Bhcs 61-p 3/8X1 -11/16I Sst...........................................9 250588 Hdw Pkg We -Go -Round Perf Panel W/Seat.............2 100196 Bhcs 61-p 3/8X7/8I Sst................................................12 100327 Nut Hex Std 3/8-16 Sst..................................................4 100349 Nut L/C Cap 3i8-16 Sst.................................................8 100353 Flg Nut 61-p 3/8-16 Sst..................................................8 100365 Washer Flat Sae 3i8I Sst..............................................33 113550 Washer Flat Sae 1/2I Sst................................................8 123224 Bhcs 61-p 3/8X1 -11/16I Sst...........................................9 148680 Bit 5/16 6 -Lobe T40 Tamp............................................1 223807 Bhcs 61-p 5116I -18 X 3/41 Sst.....................................17 223956 Washer Flat Sae 5/161 Sst............................................17 258581 Hdw Pkg We -Go -Round Decking .............................1 100362 Washer Flat 3/81 Sst.....................................................80 113027 Bhcs 61-p 3/8X1 -3/8I Sst.............................................80 250590 Hdw Pkg We -Go -Round Center Ring .......................1 100196 Bhcs 61-p 3/8X7/8I Sst..................................................6 100198 Bhcs 61-p 3/8X1 -1/8I Sst..............................................2 100349 Nut L/C Cap 3i8-16 Sst.................................................2 100353 Flg Nut 61-p 3/8-16 Sst.................................................6 100365 Washer Flat Sae 3i8I Sst............................................. 10 258556 Hdw Pkg We -Go -Round Labels.................................1 251343 2-12 Yrs Play Safe Wanting Plate ................................. l 127872 Bhcs Torx #14 X 3/4 Sst Thread Type Ab.....................8 127463 Bit Hex Tpp T27(Torx).................................................1 257590 No Climb/Parking Plate ................................................. l 257592 Parking Plate..................................................................2 DB = Direct Bury 9& Kids In Motion landscape structures, Parts List - 3 Seat Option Agreement No. 5967 248819 We-Go-RoundTMwl Perf Panels Part# Description Qty - 147807 Angle Brkt Pnt, Specify Color ...................................... 8 212200 Bushing Uhmw 6" Tube................................................2 109680 212866 Globe Pipe Bottom W/Out Net, Specify Color ............ 8 215474 Globe Spinner Top Roto, Specify Color ........................ l 215887 Globe Brake Cover, Black in Color...............................2 175652 254134 1.25 Offset Bearing + Hub Asm....................................1 250580 218444 Trim Spacer Globe, Black in Color...............................2 100174 218445 Trim Ring Globe, Black in Color..................................2 100198 222306 Global Motion- Hub Clamp Sst................................... l 222399 #3 Rebar X 18................................................................2 100349 246424 Ctr Ring Penn, Specify Color.......................................2 100365 246425 Seat Pnl Top, Specify Color .......................................... 3 246426 Seat Pnl Lh, Specify Color ............................................ 3 246427 Seat Pnl Rh, Specify Color ............................................ 3 246428 Perf Pnl Pnt, Specify Color...........................................4 250586 246434 Main Deck Gripx, Black in Color.................................4 100173 246435 Ctr Deck Gripx, Black in Color.....................................2 100175 246441 Orr Ring Penn 4 Hole, Black in Color ..........................4 100353 246442 Seat Fnn Rh Pnt, Specify Color .................................... 3 246443 Seat Fnn Lh Pnt, Specify Color .................................... 3 246444 Seat Fnn Plt Pnt, Specify Color .................................... 3 246601 Orr Ring Penn With Tab Slot, Black in Color...............4 100196 258597 Orr Skirt GripX, Gray in Color.....................................6 100349 258598 Orr Skirt GripX B, Gray in color...................................6 100353 248520 Btm Rib Mnt Machined ................................................. l 249255 Vert Rib With Mtg Pin 4 Inserts Pnt, Specify Color ...... 2 249257 Vert Rib Wout Mtg Pin Pnt, Specify Color ...................4 123224 249259 Vert Rib With Mtg Pin 1 Insert Pnt, Specify Color ....... 2 249265 Arch Pnl Sprt Weldt Pnt, Specify Color........................4 100196 249266 7 Flg Btm Rib Pnt, Specify Color.................................4 100327 249267 3 Flg Btm Rib Pnt, Specify Color.................................4 100349 249268 Ctr Post Ring Weldt Pnt, Specify Color........................2 100353 249269 6.0 OD x.25 x 119.5' ZP Post Pnt, Specify Color........ l 249286 Horiz Bthn Sprt Weldt Pnt, Specify Color ..................... 8 249289 Ott Skirt Weldt Pnt, Specify Color................................6 123224 249292 Rib Clmp, Install Weldt Pnt, Specify Color ..................4 148680 249295 Rib, Install Pnt, Specify Color.......................................6 223807 249297 Rib Ftr, Install Pnt, Specify Color.................................6 223956 249299 Rib Brkt, Install Pnt, Specify Color .............................12 258581 250371 Orr Ring Plt Pnt, Specify Color.....................................4 100362 215884 70 Series Shock.............................................................4 113027 250643 4" x 300" Perf Drain Pipe .............................................. l 250644 4" Flexible Drain Tee....................................................1 250645 4" Drain Cap..................................................................2 251007 4" Drain Coupler...........................................................2 253792 9" Plate Pnt, Specify Color...........................................12 254468 Global Motion Bushing Belt, Black .............................. l 258583 Hdw Pkg We -Go -Round Hub/Bushings ....................1 100201 Bhcs 61-p 5/8X1 -1/2I Sst............................................12 100606 Rivet 3A 6X1/2I Dn,Aa..............................................12 Hex Cap 3/8Xli Sst Pat...............................................36 109680 Cable Tie 5-3/41 Black .................................................. 1 129500 Washer Flat Sae 5/81 Sst.............................................12 Hex Cap 3%8X1-li2 Sst Pat...........................................4 136931 Nut Hex Nylok 3/8-16 Sst............................................. 8 175652 Washer Lock Spring 5/8I Sst......................................12 Nut Hex Std 3/8-16 Sst................................................40 250580 Hdw Pkg We -Go -Round Frame Asm ........................1 Bhcs 61-p 3/8X1 -1/8I Sst .............................................. 100174 Bhcs 61-p 3i8X2-1/2Isstpat.........................................32 Washer Flat Sae 3i8I Sst..............................................82 100198 Bhcs 61-p 3/8X1 -1/8I Sst............................................32 Nut L/C Cap 3i8-16 Sst ................................................. 100327 Nut Hex Std 3/8-16 Sst...............................................32 Rivet 1/4X5/8I Dn,As..................................................2 100349 Nut L/C Cap 3/8-16 Sst..............................................32 Flg Nut 61-p 3/8-16 Sst ................................................. 100365 Washer Flat Sae 3/81 Sst...........................................128 Lag Scr Bh 61-p 3i8X1-1/2I...........................................2 113550 Washer Flat Sae 1/2I Sst.............................................32 Washer Flat Sae 3i8I Sst ............................................. 129692 Nut Hex Std 1/2-13 Sstpat..........................................16 131862 Hex Cap 1%2X2-1/4 Sst...............................................16 250586 Hdw Pkg We -Go -Round Brake Cover.......................1 100173 Bhcs 61-p 3/8X2i Sst Pat............................................16 100175 Bhcs 61-p 3/8X2-3/41 Sst.............................................2 100353 Flg Nut 61-p 3/8-16 Sst................................................8 100365 Washer Flat Sae 3i8I Sst..............................................8 151421 Fhcs 61-p 3%8X1-1/2Isst W/Patch...............................12 250587 Hdw Pkg We -Go -Round Perf Panel W/O Seat ......... 1 100196 Bhcs 61-p 3/8X7/8I Sst.................................................. 8 100349 Nut L/C Cap 3i8-16 Sst................................................. 8 100353 Flg Nut 61-p 3/8-16 Sst.................................................. 8 100365 Washer Flat Sae 3i8I Sst..............................................25 113550 Washer Flat Sae 1/2I Sst................................................ 8 123224 Bhcs 61-p 3/8X1 -11/16I Sst...........................................9 250588 Hdw Pkg We -Go -Round Perf Panel W/Seat.............3 100196 Bhcs 61-p 3/8X7/8I Sst................................................12 100327 Nut Hex Std 3/8-16 Sst..................................................4 100349 Nut L/C Cap 3i8-16 Sst.................................................8 100353 Flg Nut 61-p 3/8-16 Sst..................................................8 100365 Washer Flat Sae 3i8I Sst..............................................33 113550 Washer Flat Sae 1/2I Sst................................................8 123224 Bhcs 61-p 3/8X1 -11/16I Sst...........................................9 148680 Bit 5/16 6 -Lobe T40 Tamp............................................1 223807 Bhcs 61-p 5116I -18 X 3/41 Sst.....................................17 223956 Washer Flat Sae 5/161 Sst............................................17 258581 Hdw Pkg We -Go -Round Decking .............................1 100362 Washer Flat 3i8I Sst.....................................................80 113027 Bhcs 61-p 3/8X1 -3/8I Sst.............................................80 250568 Hdw Pkg We -Go -Round Rib Plates Asm ..................1 100206 Hex Cap 3/8Xli Sst Pat...............................................36 250590 Hdw Pkg We -Go -Round Center Ring .......................1 100208 Hex Cap 3%8X1-li2 Sst Pat...........................................4 100196 Bhcs 61-p 3/8X7/8I Sst .................................................. 6 100327 Nut Hex Std 3/8-16 Sst................................................40 100198 Bhcs 61-p 3/8X1 -1/8I Sst .............................................. 2 100365 Washer Flat Sae 3i8I Sst..............................................82 100349 Nut L/C Cap 3i8-16 Sst ................................................. 2 100610 Rivet 1/4X5/8I Dn,As..................................................2 100353 Flg Nut 61-p 3/8-16 Sst ................................................. 6 168198 Lag Scr Bh 61-p 3i8X1-1/2I...........................................2 100365 Washer Flat Sae 3i8I Sst ............................................. 10 253850 Hdw Pkg We -Go -Round Skirt Asm 100198 Bhcs 61-p 3%8X1 -1/8I Sst.................... 100362 Washer Flat 3i8I Sst............................ 1 258558 .......60 127163 .......60 127872 251313 257590 257592 DB = Direct Bury Hdw Pkg We -Go -Round Labels............ Bit Hex Tpp T27(Torx)............................ Bhcs Torx #14 X 3/4 Sst Thread Type Ab 2-12 Yrs Play Safe Wanting Plate ............ No Climb/Parking Plate ............................ Parking Plate ............................................. Agreement No. 5967 .00, Kids In Motion 248819 We-Go-RoundTM w/ Perf Panels landscape structures, Specifications Center Post: 6.000" (152 nmi) O.D. x (.250")(6,35 nmi) wall HR Black D.O.M. zinc plated Steel Tube. Finish: ProShield-, color specified. Shock: 70 Series. GripY Platform: 3/4" (19,05 nun) Thick recycled Permalene-, black in color. Brake Cover: Recycled Permalene, black in color. Mounting Hub Assembly: Comprised of 1/2" (12,7 nun) thick stainless steel plate, 11 Ga. (.120")(3,05 nun) stainless steel sheet, steel bearing shaft. Fasteners: Primary fasteners shall be socketed and pinned tam perproof in design, stainless steel (SST) per ASTM F 879 unless othenvise indicated (see specific product installation/specifications). Bottom Rib: 7GA. (.179")(4,54 mm) Thick HRPO steel plate. Finish: ProShield, black in color. Middle & Bottom Pipe: Weldment comprised of 2.375" (60,32 nun) O.D. RS20 (.095"-.105")(2,41 nun -2,66 nun) galvanized steel tube, 1/4" (6,35 mm) thick HRPO steel plate and 3/8" (9,52 nun) thick stainless steel tab. Finish: ProShield, color specified. Base Bushing: Oil -Filled UHMW PE. Spinner Top: Rotationally molded from U.V. stabilized linear low density polyethylene, color specified. Rib: Weldment comprised of 1.5" (38, 1 nun) x 3.0" (76, 2 nun) x (.180" (4, 57 nun) wall HRPO steel tube, 3/8" (9, 52 nun) thick stainless steel tab, 3/8" (9, 52 nun) O.D. stainless steel pin. 3/8" (9, 52 nun) thick HRPO steel plate with 1/4" (6, 35 nun) thick HRPO steel plate. Finish: ProShieldR�, color specified. Bottom Mount: Weldment comprised of 7.000" (177 mm) O.D. x .188" (4, 77 nun) wall stainless steel tube and 1/4" (6, 35 nun) thick stainless steel plate. Seat Permalene Panels: 3/4" thick recycled penualene, specify color Seat Frame: Comprised of 7 GA (.179") (4,54 nun) thick HRPO steel plate. Finish: ProShield, specify color Drain Pipe: Comprised of 4" x 25' polypropylene perforated pipe. Installation Time: DB - Approx. 40 person hours Concrete Req.: DB - Approx. 2.07 yards - Square Footer DB - Approx. 1.5 yards. - If concrete is chosen in Foundation II - Step 4 detail. Weight: DB 2 Seat - 2100 lbs. DB 3 Seat - 2158 lbs. Minimum Area Req.: DB - 20' 10" (6.35 m) Fall Height: DB - 40" ECO 9 0101786 Document 26761600 replaces 25858400. Corrected hdw pkg list for labels Agreement No. 5967 9/& landscape structures Belt Seat Agreement NosZ47oTE 19hM Choose ri protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment (Ref A � Certified STM F1487.) 17745700 (2)3/ 8 " x 1 1/4" BHCS w/Pin Limited Thread c U) RM "M-- r1- c Cfl 'G DETAIL Finish Grade BOLT LINK TenderTuff Coated Chain ' ProGuard Coated Chain Bolt Link / 3/nx1'/n Belt Seat / - B�CS w%Pin Limited Thread (Head Faces User) Bolt Link ,nderTuff Coated Chains Or -oGuard Coated Chains (2) Bolt Links DETAIL BOLT LINK NOTE: -- - ----� ProGuard Chain Only. �� Insert Spacers #112501-00 `� Between Chain Link & Bolt Link. i \ 3/nx1,/n Belt Seat -�-� B�CS w%Pin Limited Thread (Head Faces User) SWIn s 174018 Belt Seat Sheet of G 2015 by Landscape Structures All rights reserved Document #21059100 Parts List Part # Description Qty - 'i," 1 1 'i;" BHCS w/Pin Ltd. Thread, SST ...................2 7 Ft. High Beam Bolt Link, SST...............................................................2 128842 Belt Swing Seat, Black .................................................. l 178679 57'11 " Chain, TenderTuff, Specify Color .................... 2 175251 57'11 Chain, ProGuard ............................................... 2 132672 Bolt Link w/Bolt & Spacers......................................1 Belt Swing Seat, Black .................................................. l 100292 '11,111 1 'i;" BHCS w/Pin Ltd. Thread, SST...................2 174884 138915 Bolt Link, SST...............................................................2 Bolt Link w/Bolt & Spacers......................................1 112501 Chain Spacer..................................................................4 138915 132635 Bolt Link w/Bolt Hardware Package .......................1 Chain Spacer..................................................................4 100292-00 'i," 1 1 '/," BHCS w/Pin Ltd. Thread, SST...................2 100292 138915 Bolt Link, SST...............................................................2 Bolt Link, SST...............................................................2 8 Ft. High Beam 128842 Belt Swing Seat, Black .................................................. l 152050 67 7/1," Chain, TenderTuff, Specify Color ..................... 2 174404 67'11," Chain, ProGuard................................................ 2 132672 Bolt Link w/Bolt & Spacers......................................1 100292 'i," 1 1 'i;" BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 112501 Chain Spacer..................................................................4 132635 Bolt Link w/Bolt Hardware Package .......................1 100292 'i," 1 1 'i;" BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 10 Ft. High Beam 128842 Belt Swing Seat, Black .................................................. l 152052 90 "i " Chain, TenderTuff, Specify Color ................... 2 174884 90 "i " Chain, ProGuard.............................................. 132672 Bolt Link w/Bolt & Spacers......................................1 100292 'i," 1 1 'i;" BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 112501 Chain Spacer..................................................................4 132635 Bolt Link w/Bolt Hardware Package .......................1 100292 'i," 1 1 'i;" BHCS w/Pin Ltd. Thread, SST ...................2 138915 Bolt Link, SST...............................................................2 Specifications Chain Spacer: Made from white nylon measuring .080" x .785" O.D. Chain/ProGuard: Steel '/I " straight link chain, 800 lb. working load limit. Finish: ProGuard. Chain/Coated: Steel '/I " straight link chain, 800 lb. working load limit. Finish: TenderTuff, color specified. Belt Seats: Molded from U.V. stabilized black EPDM ribber encapsulating a iveldment comprised of a 22 GA (.029") spring stainless steel sheet, and (4) .105" thick stainless steel washers. The belt seat elliptical shape measures 7" wide x 26" long x .700" thick. Bolt Link: Stainless Steel. Swings 1�MV'681f&at Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel (SST) perASTM F 879 unless othenvise indicated (see specific product installation/specifications ). Installation Time: '/; man hour per seat Weight: 8 lbs. (7 Ft. Beam iv/ProGuard Chains) 9 lbs. (7 Ft. Beam iv/TenderTuff Chains 8 lbs. (8 Ft. Beam iv/ProGuard Chains) 9 lbs. (8 Ft. Beam iv/TenderTuff Chains) 10 lbs. (10 Ft. Beam iv/ProGuard Chains) 11 lbs. (10 Ft. Beam iv/TenderTuff Chains) Installation Swing Hangers With Double Clevis 1) Attach chains to double clevis using '/a" x 1 '/," BHCS w/pin limited thread, as shown. 2) Attach chains to belt seat using bolt links with '/s" x 1 '/," BHCS w/ pin limited thread. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 3) Install protective surfacing before users are allowed to play on the stricture. Anti -wrap Swing Hangers 1) Attach chains to aluminum clevis using x'/," x'/Q" BHCS w/pin limited thread, as shown. 2) Attach chains to belt seat using bolt links with'/a" x 1 '/," BHCS w/ pin limited thread. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 3) Install protective surfacing before users are allowed to play on the stricture. 9/& landscape structures 3/11X1'/11 B�CS JPin Limited Thread (Not Included) 3/11x1 1/11 B�CS JPin Limited Thread (Not Included) Agreement NosZ47oTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 3 �� !'� Height of the adjacent equipment (Ref l�l�i Eff, Certified ASTM F1487.) SWING HANGER OPTIONS )le Clevis Included) 3/ 11 X 7/ 11 B�CS w/Pin -1 Limited Thread (Not Included) TenderTuff or ProGuard ��Chains fle Clevis Included) —TenderTuff or ProGuard Chains 3/rix 11/11 B�CS JPin Limited Thread (Not Included) =Vls of Included) 177460b TenderTuff or ProGuard Chains W ;levis uded) _---TenderTufF or ProGuard Chains Swings 174018 Belt Seat Sheet 2 of 2 -- - . - — -- — - — - - — G 2015 by Landscape Structures All rights reserved Document #21059100 Agreement No. 5967 structures® ProGuard NOTE: When using ProGuard Chain chain, use nylon chain spacers on each side of chain link. TenderTuff Chain \(2) 3/8" x'/a" BHCS w/Pin Limited Thread Finish Grade NOTE: Do not use an impact wrench to tighten bolts. Hand tighten only! Full -Bucket Seat swin s 176038 Full -Bucket Seat, w/chains Sheet 1of2 G 2015 by Landscape Structures All rights reserved Document #21059200 Agreement Nos/$fE47OTE Choose a protective surfacing material that 111hM has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 Height of the adjacent equipment (Ref ASTM F1487.) raTMETE� Certified 18985400 structures® ProGuard NOTE: When using ProGuard Chain chain, use nylon chain spacers on each side of chain link. TenderTuff Chain \(2) 3/8" x'/a" BHCS w/Pin Limited Thread Finish Grade NOTE: Do not use an impact wrench to tighten bolts. Hand tighten only! Full -Bucket Seat swin s 176038 Full -Bucket Seat, w/chains Sheet 1of2 G 2015 by Landscape Structures All rights reserved Document #21059200 k8neent No. 5967 Swings 176038 Full-Buceat, w/Chains la structuresndscape Parts List Part# Description Qtv, Chain/ProGuard: Steel ;/16" straight link chain, 800 lb. working load 7 Ft. High Beam (5" Dia. Beam) limit. Finish: ProGuard. 186276 Full -Bucket Swing Seat, Black ....................................... 1 Fasteners: Primary fasteners shall be socketed and pinned tam - 141739 43 '/16•' Chain, TenderTuff, Specify Color ....................... 2 perproof in design, stainless steel (SST) per ASTM F 175248 43 '1'16" Chain, ProGuard.................................................. 2 879 unless otherwise indicated (see specific product 138414 Bucket Seat Hardware Package ................................. 1 installation/specifications). 100290 311,11 1 '/," BHCS w/Pin Limited Thread, SST .................. 2 Installation Time: '/; man hour per seat 112501 Chain Spacer (Far ProGuard Chains Only) ..................... 4 Weight: 14 lbs. (7 FT. Beam 5" Dia. iv/TenderTuff Chain) 8 Ft. High Beam 13 lbs. (7 FT. Beam 5" Dia. iv/ProGuard Chain) 186276 Full -Bucket Swing Seat, Black ....................................... 1 14 lbs. (8 FT. Beam iv/TenderTuff Chain) 160110 52 °1'16" Chain, TenderTuff, Specify Color ....................... 2 14 lbs. (8 FT. Beam iv/ProGuard Chain) 174882 52 °1'16" Chain, ProGuard.................................................. 2 17 lbs. (10 FT. Beam w/TenderTuff Chain) 16 lbs. (10 FT. Beam iv/ProGuard Chain) 138414 Bucket Seat Hardware Package ................................. 1 12 lbs. (7 FT. Beam iv/TenderTuff Cham) 100290 311," 1711," BHCS w/Pin Limited Thread, SST..................2 112501 Cham Spacer (Far ProGuard Chains Only) ..................... 4 12 lbs. (7 FT. Beam iv/ProGuard Chain) 11 lbs. (75" Beam iv/TenderTuff Chain) 10 Ft. High Beam 11 lbs. (75" Beam iv/ProGuard Chain) 186276 Full -Bucket Swing Seat, Black ....................................... 1 152051 76'1116" Chain, TenderTuff, Specify Color.......................2 174883 76'1116" Chain, ProGuard..................................................2 Installation Instructions 138414 Bucket Seat Hardware Package ................................. 1 100290 '11,111'/1," BHCS w/Pin Limited Thread, SST..................2 112501 Chain Spacer (Far ProGuard Chains Only) ..................... 4 Swing Hanger's with Double Clevis 1) Attach chains to double clevis using'/a" x 1 1/ "BHCS 1v/pin limited 7 Ft. High Beam (Tot) thread bolts, as shown. 186276 Full -Bucket Swing Seat, Black ....................................... 1 152053 37 '11," Chain, TenderTuff, Specify Color ........................ 2 2) Attach chains to full -bucket seat using s/Q" x'/s" BHCS w/pill limited 175247 37 'i," Chain, ProGuard................................................... 2 thread bolts. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. 138414 Bucket Seat Hardware Package ................................. 1 100290 311," 1711," BHCS w11Pin Limited Thread, SST..................2 3) Install protective surfacing before users are allowed to play on the 112501 Chain Spacer (Far ProGuard Chains Only) ..................... 4 structure. 75" High Beam (Toddler) 186276 Full -Bucket Swing Seat, Black ....................................... 1 Anti -wrap Swing Hange►•s 152016 29 7/1," Chain, TenderTuff, Specify Color ........................ 2 174881 29 711,11 Chain, ProGuard................................................... 2 1) Attach chains to aluminum clevis using x'/," x'/Q" BHCS w/pin limited thread bolts, as shown. 138414 Bucket Seat Hardware Package ................................. 311," 711," 1 2) Attach chains to full -bucket seat using /Q" x'/s" BHCS w/pin limited 100290 112501 1 BHCS w11Pin Limited Thread, SST ................... Chain Spacer (Far ProGuard Chains Only) ..................... 4 thread bolts. Be sure bolt heads face user. NOTE: Use chain spacers as shown when installing ProGuard chains. Specifications Full -Bucket Seat: Seat shall be molded of U.V stabilized, high quality, black rubber, encapsulating a 24 gauge stainless steel reinforcement plate. Handle cast from 356-T6 alumi- num alloy with black polyannor paint finish. Handle attaches to seat with (3) 1/4" x 1 '/16" long stainless steel rivets. The finished size of the full bucket shall be 9" deep x 10 1/," wide. Chain/Coated: Steel '/I�" straight link chain, 800 lb. working load limit. Finish: TenderTuff, color specified. 3) Install protective surfacing before users are allowed to play on the structure. 2/10/2016 Added Hand Tighten Only Note 9/& landscape structures 3/ "x 1 1/ " B�CS JPin Limited Thread (Not Included) 3/"x11/n B�CS JPin Limited Thread (Not Included) Agreement NosZ47oTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 3 �� !'� Height of the adjacent equipment (Ref l�l�i Eff, Certified ASTM F1487.) SWING HANGER OPTIONS )le Clevis Included) J 1 3/1, x 7/81, B� CS w/Pin -1 Limited Thread (Not Included) ___TenderTuff or ProGuard Chains )le Clevis Included) TenderTuff or ProGuard Chains x11/n B�CS JPin Limited Thread (Not Included) =vis of Included) 177460b TenderTuff or ProGuard Chains ;levis uded) —TenderTufF or ProGuard Chains Swings 176038 Full -Bucket Seat w/Chains Sheet 2of2 . i • • • • • . 1 •' 1 1iAQAI4' G 2015 by Landscape Structures All rights reserved Document #21059200 Agreement No. 5967 k& landscape structures (2) 3/8" x 1 1/8" BHCS w/Pin W/ 3/g" Tee Nuts 5" Half Clamp " x 5/g" Drive Rivet Agreement NosbXLTE 111hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 �� !'� Height of the adjacent equipment (Ref la i Eff3 , Certified ASTM F1487 ) O 1>_ Swing Beam rl Hanger Clamp 7/,6" x 2 7/,6" BHCS w/Pin bly - Limted Thread Bolt ( /\ Chain (Not Included) Double \ \ Clevis J 3/g' x 1 1/4" BHCS w/Pin Chain Limited Thread Bolt (Not Included) _ "� 3/g" x 1 1/4" BHCS w/Pin (, Limited Thread Bolt Bolt Link (Not Included) O (Not Included) kr W NOTE: Do Not Over -Tighten Limited Thread Bolt! Threads Should Not Protude Past Bolt Link. NOTE: Position Bolt Head Inward Facing User. 13616300 Swings 111418 Swing Hanger, Belt Swing ..iew �=iel1_��XYt:st:lltl sk:x:Wltsii•Yt:a:'L:I:1Ll:I:L:HYL'ltl�etii�ti�� © 2012 by Landscape Structures All rights reserved Document #18379700 reement No. 5967 Swings 111418 Swing anger, Belt Swing landscape structures® Parts List Installation Instructions Part# Description Qty - 105327 -01 5" Half Clamp, Specify Color.......................................1 100198-00 'i," 1 1 '/b" BRCS w/Pin, SST.......................................2 100351-00 3/, Tee Nut, SST............................................................2 100610-00 'i," x'/," Drive Rivet, AUSST...................................... l 100292-00 311,11 1 1 'i," BHCS w/Pin Ltd. Thread Bolt, SST ............ 1 121291-00 Swing Hanger Clamp Assy. Specity Color ..... 121289-00 Swing Hanger Clamp, Specify Color ................... 127068-00 'i,6" x 2 '11,6" BHCS w/Pin Ltd. Thread Bolt, SST 138917-00 Swing Hanger Double Clevis SST ....................... 100667-00 Oilite Bushing....................................................... Specifications Hanger Clamp Assembly: Cast aluminum. Finish: ProShieldR, color specified. Double CleNls: Stainless Steel. Fasteners: Primary fasteners shall be socketed and pinned tam- perproof in design, stainless steel ( SST) perASTM F 879 unless otherwise indicated (see specific product installation/specifications). Installation Time: Approx. 1/, man hour Weight: 6 lbs. 1) Locate and mark location of clamp on beam. 2) Attach 5" half clamp and swing hanger clamp to beam using'/," x 1 1/Q" BRCS w/pin and'/," tee nuts. Tighten evenh: 3) IMPORTANT. Drill through holes in 5"half clamps and into 5"pipe with a 11.1"or "F" (only) drill bit, tap '1411 r `%S"drive rivets through 5" half clamps and into pipe, to ensure that clamps remain secure. 4) Attach swing chain to double clevis using '1411 x 1 '/," BHCS w/pin limited thread bolts. 5) Attach swing seat to chains using bolt links with;/," x 1 '/," BHCS w/pin limited thread bolts. NOTE: Do not over -tighten limited thread bolt. Threads should not protrude past bolt link. Position bolt head inward facing user ECO #54506 Document #18'79700 replaces #1+616+00. Changed Double Cleve materml to Stmnless Steel k& landscape structures m LID N NOTE: Model numbers are for swing frames only, order swing seats with chains senarately. Agreement NOsbXTIoTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the ��height of the Highest Accessible Part/Fall ISO 14001 �� !!�� Height of the adjacent equipment (Ref l�lTTEff m, Certified ASTM F1487 ) o ProGuard LL Coated Chain Belt Seat --�, ,,,,PLAN VIEW/FOOTING LAYOUT Protective Surfacing 6, 2 -Place Add. Bay 6 - --- - ,r 140" 140" 3 3560 560 Minimum Use Q Zone Model #177333 Additional Bay swings 177332/177333 KEY Seat Tvne Belt Flat Full Bucket Half Bucket Molded Bucket Molded Bucket/Harness Infant Full Bucket 5" 0. D. Steel Posts DETAIL CONCRETE FOOTING Sinale Post Swina Frame Dimension "A" 16'-0" (4,88 m) 16'-0" (4,88 m) 12'-0" (3,66 m) 16'-0" (4,88 m) 16'-0" (4,88 m) 13'-0" (3,96 m) N/A - o O N d O Sheet 1 of 2 ment Loose Fill Post Protective Surfacing VIII � VIII Subgrade------- _CVI _ — E E 00c Concrete -------- Footing - Crushed ------- NOW Rock 24" 610 Sinale Post Swina Frame Dimension "A" 16'-0" (4,88 m) 16'-0" (4,88 m) 12'-0" (3,66 m) 16'-0" (4,88 m) 16'-0" (4,88 m) 13'-0" (3,96 m) N/A - o O N d O Sheet 1 of 2 ment No Swings 177332/177333 Single Po s e�wing Frame landscape structures® Parts List Weight: 2-Place-206lbs. Additional Bay - 122 lbs. Part# Description Qq - 2 PI Add Installation Instructions Bay 216492 Swing Beam, Specify Color ..................................... 1 ..... 1 220966 148" Steel PostAssy., Specify Color ........................ 2..... 1 105327 5" Half Clamp, Specify Color .................................. 8..... 4* 100610 1/4X5/8i DRV, Rivet, AS...........................................8 8 121291 Swing Hanger Clamp Assy. Specify Color ......... 4...... 4 121289 Swing Hanger Clamp, Specify Color ....................... 4...... 4 127068 'i,6" x 2 71',6" BHCS w/Pin Ltd. Thread, SST............ 4...... 4 138917 Swing Hanger Double Clevis................................... 4...... 4 100667 Oilite Bushing........................................................... 4...... 4 243802 Hdw Pkg 5iOD Swing Beam ................................. 1...... 1 100198 3/," X 1 '/b" BHCS w/Pin, SST .................................. 8...... 8 234397 BHCS 6LP LTHD 7/16 1 1 11/16i, SSTST.............. 8...... 8 100292 311,11 x 1 '/,"BHCS w/Pin Ltd. Thread, SST ............... 4...... 4 100351 3/," Tee Nut, SST ....................................................... 8...... 8 156846 Play Safe Label, 2-12 Yrs ......................................... 1...... 1 234937 'i16" D Cut Washer, SST ........................................... 16..... 16 182213 Hot Surface Warning Label ...................................... 1...... 1 182212 Entanglement Warning Label ................................... 1...... 1 115176 Hard Surface Warning Label .................................... 1...... 1 100330 '1116" Nylok Hex Nut .................................................. 8...... 8 5" Half Clamps From 2 PL. End Of Beam Need To Be Used. Specifications Post: See P1ayBooster' (PB) General Specifications. Swing Beam: Weldment comprised of tee clamps and 5" O.D. extruded 6005-T5 aluminum alloy tube with a .125" wall. Finish: Pro Shield', color specified. Clamp: Cast aluminum. Finish: Pro Shield„ color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/ specifications). Installation Time: 2 -Place - Approx. 6 man hours Additional Bay - Approx. 3 man hours Concrete Req.: 2 -Place - Approx. 14 cu. ft. Additional Bay -Approx. 7 cu. ft. Area Req: 2 -Place - 24'-1" x 24' (7,3 m x 7,31 m) Full bucket seats. 2 -Place - 24'-1" x 32'(7,3 m x 9,75 m) For all other seats. Additional Bay - 11'-8" x 24'(3,56 m x 7,31 m) Full bucket seats. Additional Bay - 11'-8" x 32'(3,56 m x 9,75 m) For all other seats. 1) Dig footings spaced as shown. Refer to Concrete Footing Detail. 2) Set posts in footing holes and attach swing beam using 5" half clamps with'/16" BHCS iv/Pin ,'/16" D -Cut Washers, and'/16" Nylok nuts. Refer to the Siving Beam Attachment Detail. Center of beam should be 99 s/," above finished grade. When installing back to back swing beams refer to the Back To Back Tee Clamps Detail. NOTE: Tighten all BHCS 14,/ pin equallt: 3) Level beam and plumb posts and temporarily prop in position. Pour concrete footings and let cure for 72 hours before proceeding. 4) Locate, mark and attach swing hanger clamps to beam in locations shown. Refer to the Siving Hanger Clamp Attachment Detail. 5) NOTE: Refer to specificswingseatinstallation doemlent,forattaching chains and seats. 6) Install'/," x s/Q" drive rivets in all 5" half clamps. Refer to the Typical Offset Hanger Clamp Spec Sheet. Refer to the Back To Back Tee Clamps Detail. 7) Apply Play Safe and Warning Labels, as shown. 8) Install protective surfacing before users are allowed to play on the swing. ECO 0101316 Docmnent 24',8?000 replaces 22455100 Clamp Hardware package change. k& landscape structures DETAIL BEAM ATTACHMENT (2) 148" Steel Posts (4) BHCS LTHD -'--- '/6 x 1 "/6 SST -- w/ Washer Flush Iok7Nut w/ j/ D- Cut '/16' D -Washer:' i I_ (4) 5" Half Clamps Agreement NosbXLTE 19hM Choose a protective surfacing material that has a Critical Height Value of at (east the height of the Highest Accessible Part/Fall ISO 14001 3 �� !'� Height of the adjacent equipment (Ref l�l�i Eff, Certified ASTM F1487 ) DETAIL BACK TO BACK TEE CLAMPS (4) BHCS LTHD '/16 x 1 "/16 SST___ i w/ Washer Flush --_ (4)1/16' Nylok Nut D -Cut 7A 6' w/ D -Washer '/4" x 5/8" Drive Rivet NOTE: Drill 1/4" hole through tee and arch for 1/," x 5/$" drive rivet when installing back to (4)1/4" x 5/8" back tee clamps. Drive Rivets DETAIL SWING HANGER ATTACHMENT (2) Tee Clamps NOTE: Tighten all BHCS w/Pin equally. (4) 5" Half j------- -�------- {g) s/a,. x 1 ,/a,. Clampsr BHCS w/Pin (4) Swing Hanger Clamp Assemblies (4) Typical Clevis w/ 3/8" x 1 '/4" BHCS w/Pin Limited Thread Bolts (4) 1/4" x 5/8" Drive Rivets (8)1/," Tee Nuts (4)7/16" x 2 7/16" BHCS w/Pin Ltd. Thread Swinqs 177332/177333 Single Post Swing Frame Sheet 2of2 me Agreement No. 5967 9/& landscape structures° MINIMUM USE ZONE Minimum Use Zone 1 - E _ 6' Min. _ ' � J m 1830 mm o 55 3/4" 1416 mml 10'7 3/4" 3,24 m NOTE: Tighten all (4) BHCS w/Pin equally. (4) 3/g' x 1 1/8" BHCS w/Pin Swing Beam 1/4" x 3/8" Drive Rivet iL Existing PlayBooster\ �14,I1 Swing Post Beam NOTE: This Swing is designed for users up to 5 years of age. �� --(2) Swing Chains (5 Full Bucket Seat momimumimo'i DETAIL DOUBLE CLEVIS ATTACHMENT Beam -H-_ /V (2) Double =0 Clevis \ r (4) 3/8" Standard Hex Nuts w/3/8" Post \ SAE Flat Washers o — 6" Half o ------ .._...._ Clamp 1/4" x 3/811 Drive Rivet I(2) 3/81, x 1 1/4" (2) Swing BHCS w/Pin Chains Limited Thread Bolts NOTE: Model number is for swing beam only, order swing seat with chains separately. Swings 177337 Toddler Swing Add -On Agreement NoSZlALTE No Post `4U rY i. act i 3 4-1 Choose a protective surfacing material that ighm a.h`i �i i rah�►1:1K'u/Y�Yt�d i i r� �_l.V I/�>Fl �'/YY�1KI [:'rte has a Critical Height Value of at least the Document #17745000 height of the Highest Accessible Part/Fall ISO 1 ,' (Ref ASTM y�. I H1487�ftheadjacentequipment Certified . KEY 17745000 Seat TVDe Dimension "A" Belt N/A Flat N/A Full Bucket 8'-6" (2,59 m) Half Bucket 12'-6" (3,81 m) DETAIL Molded Bucket N/A SWING BEAM ATTACHMENT Molded Bucket/Harness N/A Infant Full Bucket 8'-6" (2,59 m) _ MINIMUM USE ZONE Minimum Use Zone 1 - E _ 6' Min. _ ' � J m 1830 mm o 55 3/4" 1416 mml 10'7 3/4" 3,24 m NOTE: Tighten all (4) BHCS w/Pin equally. (4) 3/g' x 1 1/8" BHCS w/Pin Swing Beam 1/4" x 3/8" Drive Rivet iL Existing PlayBooster\ �14,I1 Swing Post Beam NOTE: This Swing is designed for users up to 5 years of age. �� --(2) Swing Chains (5 Full Bucket Seat momimumimo'i DETAIL DOUBLE CLEVIS ATTACHMENT Beam -H-_ /V (2) Double =0 Clevis \ r (4) 3/8" Standard Hex Nuts w/3/8" Post \ SAE Flat Washers o — 6" Half o ------ .._...._ Clamp 1/4" x 3/811 Drive Rivet I(2) 3/81, x 1 1/4" (2) Swing BHCS w/Pin Chains Limited Thread Bolts NOTE: Model number is for swing beam only, order swing seat with chains separately. Swings 177337 Toddler Swing Add -On Beam, No Post `4U rY i. act i 3 4-1 Y�h•f✓ i. h 4 �d� ��w 1 K r a��11_r>:F'/�:uaai=�:2a:L�/L �•YI':1• K=i r -f r• �. ra �.�:Y•2:'u� Ft:'ua=/L a.h`i �i i rah�►1:1K'u/Y�Yt�d i i r� �_l.V I/�>Fl �'/YY�1KI [:'rte © 2011 by Landscape Structures. All rights reserved Document #17745000 Swings 177337 Toddler Swing Add bn'eam, No Post landscape structures, Parts List Installation Instructions Part# Description Qty. 1) Attach swing beam to post using 6" half clamp, s/," x 1'/s"BRCS 1v/pin 135548-00 Swing Beam, Specify Color ...................................... 1 and '/," standard hex nuts with s/," SAE flat washers. Refer to the 154322-00 6" Half Clamp, Specify Color .................................. 1 Swing Beam Attachment Detail. NOTE: Tighten till (4) B11CS a/7)in eyualh'. 116882-00 Beam Hardware Package ....................................... 1 100198-00 g"x 1 V," BHCS w/Pin, SST .................................. 4 2) Attach double clevises to beam using '/16" x 2'/I6" BHCS w/pin lim- 100327-00 g" Standard Hex Nut, SST ...................................... 4 ited thread bolts, and attach swing chains to double clevises using s/s" 100365-00 ig" SAE Flat Washer, SST ........................................ 4 x 1 '/," BHCS w/pin limited thread bolts. Refer to the Double Clevis 100611-00 V," x'/," Drive Rivet, AUSST................................. 2 Attachment Detail. 132634-00 Double Clevis Hardware Package ........................ 1 127068-00 'i 6" x 2 7/1 16" BHCS wiPin Ltd. Thread Bolt, SST.. 2 100292-00 '/g" x 1 'i," BHCS w/Pin Ltd. Thread Bolt, SST .... 2 138917-00 Double Clevis............................................................. 2 Specifications Swing Beam: Weldment comprised of 3.500" O.D. RS -20 (.120" - .130") galvanized steel tubing, 6" wide zinc plated steel clamp, 3.500" pipe cap, and 1 '/," housings with bronze bushings. Finish: ProShield, color specified. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless steel ( SST) perASTM F 879 unless othenvise indicated (see specific prod- uct installation/specifications). Installation Time: Approx. 1 man hour Area Req.: 10' 7 '/," x 17' (3,24 in x 5,18 m) Weight: 31 lbs. 3) Install Siving Seat per the installation sheet 4) Drill through hole in 6" half clamp and into post with a '/," or "I"' (only) drill bit. Install 1/4" x'/s" drive rivet. Refer to the Siving Beam Attachment Detail. 5) Drill through hole in swing beam and into post with a '/y" or "I"' (only) drill bit. Install 1/4" x'/s" drive rivet. Refer to the Siving Beam Attachment Detail. 6) Install protective surfacing before users are allowed to play on the structure. °w° Robertson Recreational Surfaces SECTION 32 18 16.13 PLAYGROUND PROTECTIVE SURFACING PART 1- GENERAL 1.1 SCOPE 05/2019 Agreement No. 5967 A. Furnish labor, material, and equipment necessary to install the poured -in-place, resilient surfacing system as shown on the drawings and specified herein. a. Work shall include, but not be limited to the following: layout; excavation; backfill; furnishing and installing of base material; furnishing and installing of poured -in- place, resilient surfacing and all other incidental work to provide a complete resilient surfacing system. b. Poured in place playground surfacing shall consist of a polyurethane binder mixed with 100% recycled, shredded tire material which will make up the Cushion Layer. The Cushion Layer is capped with EPDM, TPV or Treated SBR rubber granules mixed with a polyurethane binder creating the Wear Course. Surfaces shall comply with ADA and CPSC guidelines as well as ASTM Standards. Manufacture is to be certified by IPEMA, a third -party testing organization for playground surfaces and equipment. 1.2 PERFORMANCE REQUIREMENTS A. Area Safety: Poured in place within playground use zones shall meet or exceed the performance requirements of the CPSC, ADA and Fall Height Test ASTM F1292-18. The surface must yield both a peak deceleration of no more than 200 G -max and a Head Injury Criteria (HIC) value of no more than 1,000 for a head -first fall from the highest accessible portion of play equipment being installed as shown on drawings. IPEMA certification is required. (ASTM F1292-18 section 4.3.3: The laboratory test used to determine critical fall height shall have been conducted on surfacing material samples identical in design, materials, components, and thickness and manufactured as the installed playground surface). B. Accessibility: NOTE: Children's outdoor play areas shall be in compliance with the Uniform Federal Accessibility Standards (UFAS) FED -STD -795 and the Architectural and Engineer Instructions (9AE1) Design Criteria. C. The requirements of the Americans with Disabilities Act. Accessibility Guidelines (ADAAG) 28 CFR Part 36 that provide equal or greater accessibility than the requirements of UFAS must also be met in children's outdoor play areas. Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 D. Poured in place surfaces intended to serve as accessible paths of travel for persons with disabilities shall be firm, stable and slip resistant, and shall meet the requirements of ASTM F 1951-14 and ASTM F1292-18. 1.3 APPLICABLE STANDARDS A. ASTM International B. ASTM C1028 - Standard test method for determining the static coefficient of friction of ceramic tile and other like surfaces by the horizontal dynamometer pull meter method. This standard replaces ASTM D2047. C. ASTM D12 — Standard test methods for vulcanized rubber and thermoplastic rubbers and thermoplastic elastomers -tension. D. ASTM D624 - Standard test method for tear strength of conventional vulcanized rubber and thermoplastic elastomers. E. ASTM D2859 — Standard test method for flammability of finished textile floor covering materials. F. ASTM E303 — Standard test method for measuring surfacing frictional properties using the British Pendulum tester. G. ASTM F1292-18 — Standard specification for impact attenuation of surface systems under and around playground equipment. H. ASTM F1951 — Standard specification for determination of accessibility of surface systems under and around playground equipment. 1.4 Poured in place surfaces shall be manufactured and installed by trained, experienced company employees or certified installers who have successfully completed the "Certified Installers Training Program" required by TotTurf°. 1.5 Submittals: The following shall be submitted: A. The Contractor shall submit, five (5) complete sets of the material submittals, including manufacturer's name and address, specific trade names, catalog and model numbers, illustrations and descriptive material, and samples of the proposed material for this project clearly marked as to proposed items for approval by the Owner's representative. 2 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 B. Products submitted as equal must include hard copies of manufactures written specifications and warranty. C. Manufacturer's descriptive data and installation instructions. D. Manufacturer's details showing depths of Wear Course and sub -base materials, anchoring systems and edge details. E. Upon request, a listing of at least five installations where products similar to these proposed for use have been installed and have been in service for a minimum period of 3 years. The list shall include owner or purchaser, address of installation, date of installation, contact person, and phone number. F. A signed statement by an authorized official certifying that the surfacing system meets the requirements of ASTM F1292-18 for a head -first fall from the highest accessible portion of the specified playground equipment. G. A signed statement from the manufacturer of the poured in place surfacing attesting that all materials under this section shall be installed only by the Manufacturer's Trained Installers. H. A Certificate of Insurance shall be provided by manufacturer for poured in place surfacing for use as playground safety surfacing, covering general and product liability, of not less than $1,000,000 for each occurrence, $2,000,000 general aggregate, with an excess/umbrella liability of $25,000,000. The issuing underwrite shall be AA rated. I. IPEMA Certification mandatory 1.6 Delivery, Storage and Handling: Materials and equipment shall be delivered and stored in accordance with the manufacturer's recommendations. 1.7 Project Site Conditions: Poured in Place surfacing must be installed on a dry sub -surface, with no prospect of rain within the initial drying period, and within the recommend temperature range of the manufacturer. Installation in weather condition of extreme heat, cold (less than 55 degrees F), and/or high humidity may affect cure time, and the structural integrity of the final product. Immediate surrounding sites must be reasonably free of dust conditions or this could affect the final surface look. 1.8 Sequencing and Scheduling: Poured in Place surfacing shall be installed after all playground equipment, shade structures, signs and any other items that will be within the surfacing area. Coordinate with General Contractor. 3 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 1.9 Surface installation coordinated by manufacturer representative. 1.10 Warranty: Poured in Place surface shall maintain required impact attenuation characteristics and be guaranteed against defects in workmanship AND material for a limited five (5) year period or as specified and agreed upon per alternate contract. Warranty will be specific to maintenance requirements and performance standards of completed product. Warranty is Void if not installed by Manufacturers Trained and Certified Poured in Place Surfacing Installers. PART 2 — PRODUCTS 2.1 Safety surfacing shall consist of both recycled and synthetic materials meeting the requirements of this specification. The type of safety surfacing shall be TotTurf°, manufactured and installed byTotTurf°, or it's Certified Installers. Telephone 800-858- 0519. 2.2 PRODUCT SCOPE A. Poured in Place Surface: The poured in place surface shall consist of 100 percent recycled granulated and or shredded tire material mixed with a polyurethane binder, then capped with either an EPDM, TPV an aliphatic binder or aromatic binder. B. It shall consist of a uniform material manufactured in such a way that the top portion meets the requirements specified herein for wear surface. C. The type of safety surfacing shall be a poured -in-place system and shall be indicated on the drawings. 2.3 CUSHION LAYER SECTION A. Impact Attenuating Cushion Layer: Cushion Layer consists of recycled styrene butadiene rubber (SBR) and or Chunk Premium Black Rubber Granules adhered with a 100 percent solids polyurethane binder to form a resilient porous material. B. Strands of SBR may vary from 0.5 mm — 2.0 mm in thickness by 3.0 mm — 20 mm in length. C. Chunk Premium Black Rubber Granules are 5/8" granules: This rubber is pre -consumer, post-industrial, reclaimed rubber, granulated through a 5/8" screen and contains less than 2% dust. D. SBR Crumb Rubber (5-9 Mesh) using sieve analysis ASTM D5644 with a fiber content of .1% or less mixed in. 4 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 E. Foam or standard rubber granules are not to be permitted in Cushion Layer. F. Binder shall be between 10-14 percent of the total weight of the material, and shall provide 100 percent coating of the particles. G. The Cushion Layer shall be compatible with the Wear Course and must meet requirements herein for impact attenuation. 2.4 WEAR COURSE A. Wear Course shall consist of Ethylene Propylene Diene Monomer (EPDM), Thermal Plastic Vulcanized (TPV) granules with polyurethane binder formulated to produce an even, uniform, seamless surface. Installation of surfacing shall be seamless (unless otherwise agreed upon by Owner) and completely bonded to concrete of asphalt subsurface. Material shall cover all foundations and fill around all elements penetrating the surface. B. EPDM shall be peroxide cured with an EPDM content of 26 percent and shall include a processing aid to prevent hardness with 26% poly content to maintain dynamic testing characteristics, weatherization and UV stability. C. ASTM D2240 (Shore A) hardness of 55-65, not less than 26 percent rubber hydrocarbons. D. Size of EPDM granules shall be 1.5-4 mm across. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. E. TPV shall be angular granules with a (Shore A) hardness of 65°A ±5 and particle size between 1-4mm. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. F. Thickness of Wear Course shall be a minimum % inch (12.7 mm). G. The Wear Course shall be porous. 2.5 BINDER A. No Toluene Diphenyl Isocyanate (TDI) shall be used. B. No filler materials shall be used in urethane such as plasticizers and the catalyzing agent shall contain no heavy metals. 5 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 C. Weight of polyurethane shall be no less than 8.5 lbs. /gal (1.02 Kg/1) and no more than 9.5 lbs. /gal (1.14 Kg/1). D. Manufacturer is permitted to modify the type of urethane required to match extreme weather conditions. Substitutions must be equal to or exceed original quality. 2.6 TOT TURF ADVANTAGE (TPV) INSERTS A. TPV Insert — Thermal Plastic Vulcanized (TPV) angular granules with a (Shore A) hardness of 65° A ± 5 and particle size between .5-1.5 mm shall be used. B. Thickness of the TPV Insert shall be %" — 5/8" inch. C. TPV Insert shall be porous. D. Aromatic or Aliphatic urethane to be used as a binder. E. Location —TPV Insert to be installed under swings, swing bays, slide exits. Customer to approve location of wear mat inserts. F. Standard Color TPV .5-1.5mm to be used. Colors include four standard colors: Terra Cotta Red, Blue, Green, and Beige. G. Size: Swing bay use locations shall have TPV Inserts inclusive of all outside bay structure poles. Singular swings and slide exits shall be 4'x4'x1/2" in thickness. 2.7 MATERIALS A. Wear Course — EPDM Granules and/or TPV Granules Manufacturer: NH Rubber Products and Rosehill Polymers As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area B. Cushion Layer — TotTurfO Shredded SBR As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area C. Binder — Aromatic VORAMER MR Products Manufacturer: DOW Chemical As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area 6 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 D. Binder — Aliphatic Urethane Premium, Non-Ambering Manufacturer: Accella Polyurethane Systems As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area E. Chunk Premium Black Rubber Granules Manufacturer: As Distributed by Location Used: PART 3 — EXECUTION American Recycling Center, Inc. (989) 725-5100 655 Wabassee Drive Owosso, MI 48867 Robertson Industries, Inc. (800) 858-0519 Playground Area 3.1 SITE PREPARATION (OWNER OR OWNERS REPRESENTATIVE SHALL) A. Finished Grade/Slope: Verify that finished elevations or adjacent areas are as indicated on the architectural or site plans, that the appropriate sub -grade elevation has been established for the particular safety surface to be installed, and that the subsurface has been installed per architectural, site or equipment plans while meeting accessibility and use zones requirements. B. Aggregate Sub Base: Tolerance of aggregate sub base shall be with 3/8" inch (10mm) in 10' ft. (3050 mm). Verify that aggregate sub base has been fully compacted. Per ADA Guidelines: compacted Aggregate sub base —4" inches of %" inch minus irregular stone with fines compacted to 95% percent in 2" inch watered lifts. C. Concrete Sub Base: Tolerance of concrete or bituminous sub base shall be with 1/8" inch (3.0 mm) in 10'feet (3050 mm). Per ADA Guidelines: Concrete a minimum of 3' — 4' inches at a minimum 2500 PSI. Concrete must cure for 7 days prior to application of cushion layer. Concrete must cure 28 days if wear course is to be applied directly to concrete surface. If Poured in Place surfacing is installed, verify that the Concrete Sub Base has cured (all areas appear white in color usually at 7 days) and that all concrete curing compounds and other deleterious substances that might adversely affect adhesion have been removed. Surface shall be clean and dry. D. Asphalt Sub Base: Asphalt cure time requires 14 days. Once the new asphalt has cured, it must be pressure washed prior to the surfacing being installed. The contractor shall be responsible for flooding the pad to ensure proper slope and tolerance. Any areas holding enough water to cover a flat nickel shall be patched prior to the arrival of our installation crews. Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice y Robertson 05/2019 Recreational surfaces Agreement No. 5967 E. Drainage: Verify that sub-surfacing drainage, if required, has been installed to provide positive drainage. 3.2 INSTALLATION A. Poured in Place Surfacing: Components of the poured in place surfacing shall be mixed on site in a rotating tumbler to ensure components are thoroughly mixed and are in accordance with manufactures recommendations. Installation of surfacing shall be seamless up to 2,000 square feet per day and completely bonded to concrete of sub base. Material shall cover all foundations and fill around all elements penetrating the surface. B. Cushion Layer: Whenever practical, cushion layer of surfacing material shall be installed in one continuous pour on the same day of up to 2,000 square feet. When a second pour is required, step the seam (see detail) and fully coat the step of the previous work with polyurethane binder to ensure 100 percent bond with new work. Apply adhesive in small quantities so that new cushion layer can be placed before the adhesive dries. C. Wear Course: Wear Course must be either quality peroxide cured EPDM, TPV orTreated SBR granules. Wear surface shall be bonded to Cushion Layer. If necessary, additional primer will be used between the cushion layer and Wear Course. Apply adhesive to Cushion Layer in small quantities allowing the Wear Course to be applied before adhesive dries. Surface shall be hand troweled to a smooth, even finish. Except continuous and seamless up to 2,000 square feet per day (contact sales representative for seamless in excess of 2,000 square feet). Where seams are required due to color change, size or adverse weather, a step configuration will be constructed to maintain Wear Course integrity. The edge of initial pour shall be coated with adhesive and wearing surface mixture shall be immediately applied. Pads with multiple seams are encouraged to include a top coat of urethane before being placed into use. Butt joint seams are not acceptable except for repairs. Under special conditions and with owners written approval seams may be permitted in same color pad. Consult with manufacturer for specific applications. D. Perimeter: For installations over existing concrete, the perimeter must be saw cut to provide a keyway 1" inch deep x 1" inch wide, or formed during the pour, with surfacing rolled down into the void. Primer adhesive must be applied to all sides of the void. When connecting to a concrete curb or border, the inside vertical edge shall be primed with adhesive and the final 2" inches of the cushion layer shall be tapered to allow the wear surface material to be 1.5"— 2" thick where it joins the concrete. s Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice °w° Robertson Recreational Surfaces 05/2019 Agreement No. 5967 E. Asphalt: When installing over new asphalt, a curb or other type of border is recommended around the entire pad to separate the new surface from other ground materials. Primer adhesive must be applied to the inside vertical edge of the border before poured in place surface installation. F. Asphalt: When installing over existing asphalt, a key way cut of 1" inch deep by 1" inch side for the poured in place to taper into and terminate with required ADA slope. G. Thickness: Construction methods such as the use of measured screeds or guides shall be employed to ensure that the full depth of specified surfacing material is installed. Surfacing system thickness throughout the playground equipment use zone shall be as required to meet the impact attenuation requirements specified herein. H. Clean Up: Manufacturer installers shall work to minimize excessive adhesive on adjacent surfaces or play equipment. Spills of excess adhesive shall be promptly cleaned. Protection: The safety surface shall be allowed to fully cure in accordance with Manufacturer's instructions. The surface shall be protected bvthe ownerfrom all traffic during the curing period of 48 hours or as instructed by the Manufacturer. J. Manufacturer Services: For poured in place safety surfacing, a manufacturer's representative who is experienced in the installation of playground safety surfacing shall be provided. The representative shall supervise the installation to ensure that the system meets the impact attenuation requirements as specified herein. 3.3 SITE AREA CLEAN UP The site shall be kept clean and free of tools, trash, and debris and installation materials on a daily basis. Products may be stored on site during installation with appropriate protective measures and approval by the Owner's representative. END OF SECTION 9 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice ?' Robertson Recreational Surfaces Agreement No. 5967 June 8, 2020 PROJECT: ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT-PW20-06 EL SEGUNDO, CA SCOPE OF WORK: • Installation of 5290 SF of Tot Turf Pro Play Elite Synthetic Turf 929 with Silverback Backing and Envirofill Infill • Foam pad attenuation layer with various fall height • Color and Design includes Blue turf as main color, with Tan as the second color. Table of Contents 1. Official TotTurf Turf Specifications Pro Play Elite 2. IPEMA Certification 3. MSDS Information a. FIBEX POLYPROPYLENE YARN b. POLYURETHANE c. SILVERBACK BACKING d. TURF CLAW e. OXCO SEAM TAPE f. FOAM PAD g. INFILL h. NAILER BOARDS 4. Detail Drawings 5. Cut Sheets 5. Warranty- 8 year Corporate Office: 2414 W. 12th Street, Suite 5 —Tempe, AZ 85281 Toll Free: (800) 858.0519 - Fax: (602) 340-0402 www.totturf.com uquiliu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 Plawround Svnthetic Turf - Pro Plav Elite (929) PART 1— GENERAL 1.01 WORK A. Furnishing, delivery, installation and warranty of a complete synthetic turf system including drainage, synthetic turf, and resilient infill material. 1.02 CUSHION LAYER See Section 3.04 1.03 REFERENCES A. ASTM Standard Test Methods • F1292 — Standard specification for Impact Attenuation of Surfacing Materials within the Use Zone of Playground Equipment. • F1951— Standard Specification for Determination of Accessibility of Surface Systems under and around Playground Equipment. • D1577 — Standard Test Method for Linear Density of Textile Fiber • D5848 — Standard Test Method for Mass Per Unit Area of Pile Yarn Floor Covering • D418 — Standard Test Method for Testing Pile Yarn Floor Covering Construction • D1338 — Standard Test Method for Tuft Bind of Pile Yarn Floor Coverings • D1682 — Standard Method of Test for Breaking Load and Elongation of Textile Fabrics • D5034 — Standard Test Method of Breaking Strength and Elongation of Textile Fabrics (Grab Test) • F1551— Standard Test Methods for Water Permeability • D2859 — Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials • F355 — Standard Test Method for Shock -Absorbing Properties of Playing Surfaces • D1557 —Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort. B. STC Suggested Guidelines for the Essential Elements of Synthetic Turf Systems I Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 1 uq;,liu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 C. IPEMA Certification: Manufacturer must provide proof of certification. In the interest of public playground safety, IPEMA provides an independent laboratory which validates a manufacturer's certification on conformance to ASTM F1292. 1.04 PROJECT CONDITIONS A. Coordinate all work with the work of other sections to avoid delay and interference with other work. B. Protect excavations by shoring, bracing sheeting, underpinning, or other methods as required to prevent cave-ins or loose dirt from entering excavations. Barricade open excavations and post warning lights at work adjacent to public streets and walks. 1.05 SITE INSPECTION A. The inspection shall include a check for planarity. The finished surface shall not vary from a true plane more than 1/4" in 10 feet when measured in any direction. The Contractor shall provide all required tools and materials needed for the planarity check, which may include but not be limited to, a laser level, string line, straight edge and/or other assessment materials. The Contractor shall mark in the field any deviations from grade in excess of those specified above, as well as provide a marked -up plan locating the deviations. The Contractor shall correct any deviations to the satisfaction of the Engineer and Synthetic Turf installer. B. The compaction of aggregate base shall be 95% to Standard Proctor and surface tolerances shall not exceed %" over 10 feet. C. The Contractor shall have a state registered surveyor conduct an elevation survey of the area in a 25' grid to determine and verify that subgrade elevations and slopes are within previously specified tolerances. This elevation survey may require further verification of smaller areas within the 25' grid if determined necessary by the Engineer. D. When any or all corrective procedures have been completed, the finished sub -base surface must be re -inspected, with the same representatives attending as the initial inspection. If required, additional repair and inspections are to be conducted until the subbase surface is deemed acceptable by the Engineer and Synthetic Turf Installer E. Once the sub -base surface has been deemed acceptable, the Contractor shall submit a written certificate indicating the acceptance of: 1. The sub -base construction finished surface as totally suitable for the application of the selected synthetic turf system, and 2. The sub -base construction as totally suitable for work under this section to proceed with the final installation and fully warrant the athletic surface installation for the period and conditions specified herein. 2Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice uq;,liu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 F. Commencement of work under this section shall constitute acceptance of the work completed under other sections by the Contractor, acceptance of dimensions of the subbase, and hence, no claims for extra work based upon these conditions will be permitted. 1.06 ENVIRONMENTAL CONDITIONS A. Install synthetic turf surfacing only when ambient air temperature is 35 F or above and the relative humidity is below 35% or as specified by the product manufacturer. Installation will not proceed if rain is imminent. B. Install product only when prepared base is suitably free of dirt, dust, and petroleum products, is moisture free and sufficiently secured to prevent unwanted pedestrian and vehicular access. C. Maintain all benchmarks, monuments, and other reference points. If disturbed or destroyed, replace as directed. D. Adjacent streets, sidewalks, and property shall be kept free of mud, dirt, or similar nuisances resulting from earthwork operations. 1.07 QUALITY CONTROL A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section. The Turf Manufacturer: 1. Basis of design shall be "Robertson 929 TotTurf Pro Play Elite" synthetic turf system as provided by Robertson. (800) 858-0519 www.totturf.com 2. Materials other than those listed must be approved 15 days prior by written addendum. Materials from non -approved manufacturers will not be accepted. 3. Must be experienced in the manufacturing of tall pile synthetic infill grass systems with the same fiber as specified. 4. Manufacturer must be a member in good standing with the STC. 5. Manufacturer must utilize best practices as certified by ISO -9001 and ISO -14001. 6. Manufacturer must be owned and operated in the U.S.A. 7. Manufacturer must have no periods of insolvency over the last 25 years. B. Installer Qualifications: Company specializing in performing the work of this section. 1. The Synthetic Turf Installer must provide competent workmen skilled in this type of synthetic grass installation. All technicians must have installed similar synthetic turf. C. Prior to the beginning of installation, the Synthetic Turf Installer shall inspect the subbase. The installer will accept the sub -base in writing when the general contractor 3Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 3 uq;,liu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 provides test results for compaction, planarity and permeability that are in compliance with the synthetic turf manufacturer's recommendations and as stated herein. D. Remove defective Work, whether the result of poor workmanship, defective products or damage, which has been rejected by the Engineer as unacceptable. Replace defective work in conformance with the Contract Documents. 1.08 SUBMITTALS A. Submit the following with Proposal: 1. Submit the exact product name/description as well as the name and location of the manufacturers and suppliers of each component. Manufacturers and suppliers must not be changed after the contract is awarded unless approved by the Owner in writing. 2. Submit two (2) samples, 12"x12" minimum size, illustrating details of finished product as bid, including full cross section of subbase, turf, and infill material. 3. Product Literature: Submit two (2) copies of manufacturer's recommended installation and maintenance information, including any technical criteria for evaluation of the installed product. Descriptions of all equipment recommended for the maintenance and repair of turf product, as well as a list of any activities not recommended relative to the warranty. 4. Submit a 1 -Ib sample of the selected bid infill material(s). 5. A letter and specification sheet certifying that the products of this section meet or exceed specified requirements. 6. Certified copies of independent (third -party) laboratory reports on ASTM tests as follows: a. Pile Height, Face Width & Total Fabric Weight, ASTM D418 or D5848 b. Primary & Secondary Backing Weights, ASTM D418 or D5848 c. Tuft Bind, ASTM D1335 d. Grab Tear Strength, ASTM D1682 or D5034 7. ASTM test submittals may vary by no more than %" and 6 oz. of the specified product to bid. Bid winner must show NEW ASTM TESTS with contract submittals. 8. Name and experience of the designated supervisory personnel assigned to this project shall be submitted with the proposal. Changes to this assignment after contract can only be made if approved in writing by the Owner. Include a listing of other on-site personnel and their experience. 9. The Synthetic Turf Installer and Turf Manufacturer shall provide evidence that the turf system does not violate any other manufacturer's patents, patents allowed or patents pending. 4Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice uquiliu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 1.09 WARRANTY A. The Contractor shall provide a minimum eight (8) year warranty policy by the manufacturer, against defects in materials and workmanship. Defects shall include, but not be limited to ultraviolet ray fading, degradation, or excessive wear of fiber. B. Warranty shall be for full replacement of any damaged product within the warranty period. Warranty shall be comprehensive and sufficient to replace all turf if necessary. C. Warranty shall become effective from the date of substantial completion. D. The Warranty shall contain no usage limits for warranted turf. E. Submit Manufacturer Warranty and ensure that forms have been completed in Owner's name and registered with Manufacturer. PART 2 PRODUCTS 2.01 SUPPLIER QUALIFICATIONS A. The Owner has conducted an extensive review of synthetic turf products, including visiting installed sites and review of other agencies' review criteria. Based upon their research, they have established the following criteria for acceptance of a synthetic turf product. No variation from these criteria shall be allowed. The Owner's review is considered final. B. The Synthetic Turf Installer shall have minimum experience of at least 5 years, actively selling, installing and maintaining in -fill synthetic turf project of similar size. C. The Synthetic Turf Installer must provide a list of references based on previous installations. D. Installation team shall be established, insured installation firm experienced as a premium turf installer with suitable equipment and supervisory personnel, with a minimum of 5 years' experience with 15 -foot -wide tufted materials. 2.02 TURF SYSTEM A. Turf Fiber: 1. The turf fiber must be tufted to the backing with a minimum tuft bind of 10 pounds. 2. The tufted fiber weight shall be a minimum of 55 ounces per square yard. 3. The turf fiber shall be non-abrasive and a minimum of 100 microns thick. 4. The turf fiber must contain less than 100 ppm of lead chromate in all colors. 5. The turf fibers must be from the same dye lots. 5Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 5 uq;,liu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111i'CORE 7/2019 6. The turf fibers must be guaranteed for a period of Eight Years not to fade or fail (as distinguished from a change in texture) or have a pile height decrease to 50% of pile height as result of UV degradation. 7. The turf fiber must retain a minimum of 75% of its original fibril width after 10,000 cycles on the Lisport Studded Roll Test Machine. 8. The pile fiber shall possess the following characteristics: I Characteristic Value Test Linear Density (Denier) 13600 ASTM D 1577 Yarn Thickness 100 Microns (PE mono); 100 Microns (PP) ASTM D 3218 Tensile Strength 71 N (PE Mono);16 N (PP) ASTM D 2256 Pile Weight* 55 oz./yd2 ASTM D 5848 Fiber manufacturer must be from the same source The above specifications are nominal. *Values are +/-5%. 9. The pile fabric shall possess the following physical characteristics Characteristic Value Test Finished Pile Height* 1.75" (45mm) ASTM D 5823 Product Weight (total)* 82 oz./yd2 ASTM D 3218 Primary Backing Weight* 7.4 oz./yd2 ASTM D 2256 Secondary coating Weight** 20 oz./yd2 ASTM D 5848 Fabric Width 15'(4.57m) ASTM D 5793 Tuft Gauge 3/8" ASTM D 5793 Grab Tear Strength 200 -1b -F ASTM D 5034 Tuft Bind >10 -1b -F ASTM D 1335 Infill (Sand) 2 lbs Silica Sand None Except where noted as a minimum, the above specifications are nominal. * Va I ues a re +/- 5%. **Al I va I ues a re +/- 3 oz./yd2. B. Backing Material a. Primary Backing: i. Primary backing must be a dual layered woven polypropylene material. ii. Primary backing system weight must be a minimum of 7.0 ounces/square yard. 6Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 6 uquiliu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 b. Secondary Backing: i. Secondary backing system weight must be a minimum of 20 ounces/ square yard. ii. Secondary backing shall saturate the primary backing and effectively lock the fiber tufts in place to the primary backing. iii. Secondary backing must be a heat activated polyurethane coating with no vegetable-based polyols. iv. Secondary backing system shall have minimum tuft bind strength of 10 pounds. v. Secondary backing must have Drainage Perforations: 3/16" to %" diameter at 4 inches or less on center each way. Non -perforated backing is not acceptable. C. Turf roll seams: to be sewn or glued on site so that no openings larger than the porous backing mat openings are created. All turf fabric edges to be securely bound as per the perimeter detail design. Adhesives forjoining seams of turf together shall be Nordot 34G Glue, Mapei 2K, Turf Claw, hot melt technology or equivalent. No substitutions. D. Fabric surface: shall be constructed and installed in minimum widths of 15 feet with no longitudinal or transverse seams. E. The entire system shall be resistant to weather, including ultra -violet light and heat degradation; insects, rot, mildew and fungus growth and be non -allergenic and non- toxic. F. The turf material shall be non-combustible and pass the DIN standard Pill Burn test or ASTM D 2859. 2.03 SYNTHETIC GLUE MATERIAL A. Adhesive products shall be Nordot 34G, Mapei 2K, Turf Claw, hot melt technology or equivalent as approved by the engineer. B. Any adhesive products required for the installation of a proposed turf system shall be purpose -suited to the system. The material and application methods shall be as recommended by the adhesive manufacturer. C. Disposal of adhesive containers and unused adhesives as well as any fees resulting from such disposal shall be the responsibility of the Contractor. 2.04 INFILL MATERIAL A. The synthetic infill material shall consist of a blend of graded, silica sand. 7Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 7 uquiliu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 1. Sand: specially -graded, dust -free silica sand shall be placed on the turf in a minimum quantity of 1 pound/ square foot and shall include test results that demonstrate the following minimum properties: a. Color—tan b. Sand shall be round non -angular in shape c. Roundness — 0.6+ d. Hardness - 0.6-0.8 on the Mohs Scale e. Size —1.00 mm ± 0.15 mm f. Density — 90 — 95 lbs/ cu ft. g. Dust -<0.001% h. Angle of Repose - < 30° i. Sand shall be heavy metal safe 2. Envirofill: infill for synthetic/artificial turf this product consists of silicon dioxide coated with an acrylic polymer. HAZARDS DISCLOSURE: This product does not contain known hazardous materials in reportable levels as defined by the OSHA Hazard Communication Standard 29 CFR 1910.1200. This product should be classified as NOT being toxic, corrosive, skin/eye irritants, or a strong sensitizer as defined in 16 CFR 1500.3(b)(5), and 1500.3(b)(7) — (9) of the Federal Hazardous Substances Act. a. Color —Green, Tan, Red, Black b. Odor — Odorless c. pH -value - Not applicable. d. Change in condition - Melting point/Melting range: 1713 °C (3115 °F); Boiling point/Boiling range: 2230 °C (4046 °F) e. Flash point - None f. Flammability (solid, gaseous) - Product is not flammable. g. Ignition temperature - Decomposition temperature - Not determined. h. Auto igniting - Product is not self-igniting. i. Danger of explosion - Product does not present an explosion hazard. j. Explosion limits - Lower - Not determined; Upper - Not determined. k. Vapor pressure @ 1732 °C (3150 °F) - 13.5 hPa (10 mm Hg) I. Density @ 20 °C (68 °F) - 2.9-3.1 g/cm3 (24.201-25.87 lbs/gal) m. Bulk density - 110 (Ibs per cu ft) n. Relative density - Not determined. o. Vapor density -Not applicable. p. Evaporation rate - Not applicable. q. Solubility in/ Miscibility with: Water -Insoluble. $Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 8 uq;,liu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 r. Partition coefficient (n-octanol/water) -Not determined. s. Viscosity: Dynamic - Not applicable; Kinematic - Not applicable. t. Solvent content: Organic solvents - 0.0 %; Solids content - 100.0 % u. Other information: No further relevant information available. PART 3 EXECUTION 3.01 GENERAL A. Installation of the synthetic turf system is to comply with the manufacturer's recommendations, requirements and the reviewed and approved shop drawings. B. Perform all work in strict accordance with the Contract Documents and the manufacturer's specifications and instructions. Only those skilled technicians proposed in the bid phase are to be assigned to this project by the Contractor. C. The designated Supervisor for the Synthetic Turf Installer must be present during any and all construction activity associated with the field installation, including testing, cleanup and training. D. All products and equipment are to be from sources approved by the authorized turf manufacturer and conform to the specifications. 3.02 PRODUCT DELIVERY, STORAGE & HANDLING A. Deliver products to site in original containers and wrappers as agreed between the Engineer and Contractor. Inspect products upon delivery for damage. B. Store products in a location and in a position, that protects them from crush damage or any other defects. C. Handle and store (on and off site) all materials safely to ensure their physical properties are not adversely affected and that they are not subject to vandalism or damage. D. Infill shall arrive dry and loose. E. Adhesives shall arrive in dry, sealed containers. 3.03 SUB -BASE TYPES AND DETAILS Sub -Base Requirements: The base shall have the specific minimum slope (2%) and shall vary no more than 1/8" when measured in any direction with a 10' straight edge. STONE: The density requirement is 90% to 95% compaction with final condition of stone as level and stable so as not to shift when traveled on or during surface installation process. A compaction test is required and must be submitted to Robertson Industries Inc. prior to installation of turf surfacing. Failure to provide proof of compaction test will voice the 5 - year Warranty of Turf Surfacing should a sub -base failure occur. DEPTH: 4" minimum thickness 9Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice p pullpuoon ,\ Robertson Recreational Surfaces � I n�111i'CORE -,—v Agreement No. 5967 SLOPE: Stone elevation shall maintain %" per foot towards low end POROSITY: Base course shall maintain porosity for direct drainage ENCLOSURE: Stone base course must be surrounded by a retaining curb DRAINAGE: Subsurface drainage is recommended under and around stone base. Perforated pipe or similar system is acceptable. TOLERANCES: %" inch in any 10' foot direction and 1/8" inch in and 3' foot direction. STONE SELECTION: It is critical that different size stones are used so that the base shall be uniformly mixed. The material shall be wetted during mixing operations if necessary, for proper blending. STONE GRADUATION: U.S. SIEVE PERCENT PASSING 1" 100% %" 90-100% No. 4 35-60% No. 3010 30% No. 200 2-9% 7/2019 FINISH LAYER: In the event turf is going directly over the aggregate, a finishing layer of 1" — 1 %" inch compacted Decomposed Granite (DG) over the aggregate is highly recommended. CONCRETE or ASPHALT: Concrete should be finished with a medium broom finish. All new concrete slabs must cure for a minimum of seven (7) days prior to installation. Asphalt cure time requires fourteen (14) days. Once the new asphalt has cure, it must be pressure washed prior to the surfacing being installed. The concrete contractor shall be responsible for flooding the pad to insure proper slope and tolerance. Any areas holding enough water to cover a flat nickel shall be patched prior to arrival of turf installation crews. DEPTH: 4" inch minimum thickness SLOPE: Concrete or Asphalt shall maintain a %" inch per foot TOLERANCE: Concrete must maintain a tolerance of 1/8" inch in 10 feet to avoid low areas that will hold water under the turf. 3.04 CUSHION LAYER Cushion Layer Types: A. Impact attenuation cushion layer consists of these materials; recycled styrene butadiene rubber (SBR) and/or Cryogenic crumb rubber and/or Chunk Premium Black Rubber Granules adhered with a 100 percent solids polyurethane binder to form a resilient porous material. B. Strands of SBR may vary from 0.5 mm — 2.0 mm in thickness by 3.0 mm — 20 mm in length. C. Chunk Premium Black Rubber Granules are 5/8" granules: This rubber is pre -consumer, I OSafety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 10 uquiliu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE -,—v 7/2019 post-industrial, reclaimed rubber, granulated through a 5/8" screen and contains less than 2% dust. D. SBR Crumb Rubber (5-9 Mesh) using sieve analysis ASTM D5644 with a fiber content of .1% or less mixed in. E. Binder shall be between 7-12% percent of the total weight of the material and shall provide 100 percent coating of the particles. F. The cushion layer shall be compatible with the Wear Course and must meet requirements herein for impact attenuation. G. Optional pad: is a standard recycled, non -contaminated, postindustrial cross link, closed cell polyethylene- polyolefin foam pad. a. Foam Type: Polyethylene — Polyolefin b. Bulk Density: 4.0 — 6.0 Ib/cu ft c. Effective Size: 24 Sq ft (net coverage) d. Tensile Strength: 80-20 psi 3.05 TURF INSTALLATION A. Install synthetic turf system in accordance with the manufacturer's written installation instructions. B. Turf shall be attached to the perimeter edge as shown in the construction plans and as per the manufacturer. C. All seams shall be brushed thoroughly before infill materials are installed. D. All terminations shall be as detailed and approved in the shop drawings. 3.06 INFILL INSTALLATION A. The synthetic turf shall be thoroughly brushed prior to installation of infill materials to remove wrinkles. B. Turf shall remain free draining at all times before, during and after the infill materials are installed. 3.07 MATERIALS A. Playground Synthetic Turf Manufacturer: Controlled Products As Distributed by: Robertson Industries, Inc. (800) 858-0519 Location used: Playground Area I I Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 11 uq;,liu , Robertson Agreement No. 5967 Recreational Surfaces � I n�111 i'CORE —,—v 7/2019 B. Cushion Layer TotTurf Shredded SBR and/or Cryogenic Crumb Mixture As Distributed by: Robertson Industries, Inc. (800) 858-0519 Location Used: Playground Area C. Chunk Premium Black Rubber Granules Manufacturer: American Recycling Center, Inc. (989) 725-5100 655 Wabassee Drive Owosso, MI 48867 As Distributed by: Robertson Industries, Inc. (800) 858-0519 Location Used: Playground Area D. Binder — VORAMER MR Products Manufacturer: As Distributed by: Location Used: 3.08 CLEANING AND COMPLETION DOW Chemical Robertson Industries Inc. Playground Area (800) 858-0519 A. Protect all installed work from other construction activities as installation progresses. B. The Contractor shall keep the area clean throughout the construction period and free from the installation process, including track surfaces. C. Upon completion of the installation, thoroughly clean surfaces and site of all refuse resulting from the installation process, including track surfaces. D. Any damage to existing fixtures or facilities resulting from the installation of the synthetic turf system shall be repaired to original condition at the Contractor's expense prior to Substantial Completion and commencement of the Warranty Period. E. A deficiency list will be produced by the Engineer at the conclusion of the project. All installation project deficiencies not in dispute must be remedied by the Contractor prior to the issuance of a certificate of Substantial Completion. F. Contractor to provide a written acceptance by the Turf Manufacturer that the turf and base system is installed in accordance with their recommendations prior to final completion. End of Document 12Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice 12 Agreement No. 5967 September 10, 2020 ADDENDUM NO. 1 to THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS for ACACIA PARK PLAYGROUND AND SITE IMPROVEMENT PROJECT (rebid) PROJECT NO.: PW 20-06 ATTENTION BIDDERS: The following additions, modifications, and clarifications to the specifications shall be included in, and become a part of, any contract which may be executed for the above project in the City of El Segundo: 1. The bid due date and time is still Tuesday, September 15, 2020, at 11:00 am. 2. The Play Odyssey Shade Footing detail was not provided in the original plans and specifications. They are provided now as part of the contract and shall be included in the bid price for the playground equipment. Plans and details of the product are attached. 3. The following questions were received by bidders and are accompanied with City responses: 3.1. Who is the city's certified hauler? The City requires that the Contractor comply with the California Green Building Standards Code Section 4.408 and 5.408 requiring the submittal of construction waste management plan or the submittal of certified waste management facility receipts prior to final inspection. Therefore, the City does not have specific certified installers as long as the Contractor complies with the California Green Building Standards Code. 3.2. What are the city's recycling requirements? The City requires that the Contractor comply with the California Green Building Standards Code Section 4.408 and 5.408 requiring the submittal of construction waste management plan or the submittal of certified waste management facility Page 1 of 4 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 receipts prior to final inspection. See attached Waste Reduction and Recycling Plan for requirements and a list of recycling facilities in Los Angeles County. 3.3. The ISO form number CG 2010 1185 dates back to November of 1985 and has been superseded numerous times due to the ambiguities in the verbiage. The most current version are forms CG2010 0413 and CG2037 0413. Please advise if the city will accept the CG2010 0413 and CG2037 0413 forms as an equivalent, in lieu of CG2010 1185? CG2010 0413 and CG2037 0413 are acceptable forms. 3.4. C-1.00 shows an existing 15" manhole in a 2 square foot concrete pad located 10' short of the north end of the wavy wall. It will be located in easterly tot lot unless it is moved. What is our scope of work regarding this manhole? After reviewing the 15"manhole, it will not be located in the area of the tot lot. The manhole shall be protected in place during construction. 3.5. Can we use the existing decomposed granite as backfill for the swimming pool or does it need to be hauled off? The decomposed granite will be acceptable as backfill at 2 -ft below grade or deeper. 3.6. Sheet 12 items 4 and 5 call for ADS N-12 HDPE storm drain line. Is SDR -35 storm drain line acceptable? Yes, SDR -35 storm drain pipe is acceptable. 3.7. Sheet CS5.00/1 shows a stepped footing. Where is this located on the plans? The step detail provided on sheet CS5.00/1 is to be used at Contractor's discretion based on the slope of grade and where required to meet minimum cover of 12" per details on CS5.02. 3.8. Is a soils test available so that we can determine the structural integrity of the soils at the retaining wall? In 2017, the City of El Segundo reconstructed Sewer Pump Station 91 on the southern edge of Acacia Park. As part of this work, a geotechnical study was prepared, and was used as a reference when designing the retaining wall. The geotechnical investigation is provided to this addendum as a reference document. 3.9. There isn't enough space to apply the American Hydrotech waterproofing system as called out on C5.0011. The pay item description says to protect the residences Page 2 of 4 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 property in place. We recommend an asphaltic emulsion with Enkadrain. Is this acceptable? New wall is proposed 6 -inches from the property line, there should be enough space to apply the proposed waterproofing system. Approved equivalent waterproofing liners are acceptable pending engineer's review and approval. 3.10. Does the existing footing for the wall on the west side extend into the residences property? If this is the case, removal of that footing would entail also removing the wood fence and soil on the residence side. The pay item description says to protect the residences property in place. If this is the case, is it possible to add on to the existing footing to avoid damaging the residences property? The extent of the existing wall footing is unknown. The existing wall and footing are proposed to be demolished. The contractor is responsible for replacing in-kind any disturbed items in the resident's property. The contractor shall coordinate with the resident property owner before starting demolition. 3.11. Sheet CS5.02 shows the new wall 6" off the property line. The existing wall appears to be located at the property line. Is the intent for us to remove 6" of soil to install the new retaining wall or set the back of the new wall 6" from the back of the existing wall? The existing wall and footing are proposed to be demolished. The new wall is proposed 6 -inches from the property line. The contractor is responsible for soil backfill or removal in front and back of the new wall including in the resident's property as needed. 3.12. Sheet IV -A-3 item 1-8 calls for EasyTurf 'Premium' for the synthetic turf with TotTurf as an approved equal. The legend on plan sheet 3 calls for TotTurf. Is EasyTurf an approved equal? Yes, EasyTurf `Premium' is the basis of design. TotTurf Synthetic Turf as shown on the plan is an approved equal. 3.13. Is a manufacturer certified installer required for installation of the play equipment? No, the City is not requiring certified installer requirements for the play equipment. 3.14. Is a third party safety inspection required for the play equipment? The City will be providing the third party safety inspection for the play equipment. The fee for the third party safety inspection shall not be included in the proposal or the bid prices, but Contractor shall build play equipment according to manufacturer Page 3 of 4 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 installation requirements. Any findings from the playground safety inspector shall be addressed by the Contractor. 3.15. The supplier of the play equipment needs a minimum of 8 weeks to manufacture. The play equipment installer needs 2 weeks. The synthetic turf installer needs a week after that. The project has a schedule of 8 weeks. We would like to request a 60 working day schedule for the project based on these timelines. To clarify, this schedule is for construction time in the field, and not for ordering materials. The City will approve materials orders prior to issuing the Notice to Proceed in the field. The project schedule will remain at 40 working days for field work and the City will allot additional time prior to field work for ordering materials. 3.16. I am looking for the SCE drawings for the new meter. Also, in the Single Line Diagram, a disconnect is shown however, I cannot find any information on the actual disconnect location. Is this referring to the main breaker inside the meter pedestal? The City is currently working with SCE to obtain their drawings for the new meter. The disconnect will be on a breaker in the main meter box. However, power to entire meter can at no time be inactivated. The pump station power must remain operable at all times. Attachments included with this addendum: • Play Odyssey Shade Footing Detail • Waste Reduction and Recycling Plan • Acacia Park Geotechnical Study — 2017 As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge same in the space provided below and submit this Addendum with the Bid Proposal. Failure to provide such acknowledgement shall render the bid as non-responsive and subject to rejection. Signature: Print Company Name: Page 4 of 4 Date: 350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489 Agreement No. 5967 Play Odyssey Shade Footing Detail � - o 83g o�3�r`am3�g�e3� s�€ ««8 CL v Y O fVa ti WE � E � - o 83g o�3�r`am3�g�e3� s�€ ««8 CL v Y O fVa ti vv O �m�> 'o ti d n` o G S z zr ozF 5 os LL LL 3� �m g9 iM ao5 F '2 RN B 5z29H WH 4 Nva§�M 0 N Ul w co 0 E lu �cu z --j # 4d ID 00 CL a - P U) 8 A 6 2 T N co O W --j # T O W --j U C, C2 ID T Agreement No. 5967 Waste Reduction and Recycling Plan Agreement No. 5967 Building Division Policy Date: 9/14/17 Building Safety DivisionApplicable Code: 2016 CalGreen Lukas Quach, Building Official PC -17 201 WASTE REDUCTION AND RECYCLING PLAN Compliance Report 2016 CALGREEN CODE Effective January 1, 2017 California Green Building Standards Code Sections 4.408 -and 5.408 require the submittal of a construction waste management plan or the submittal of certified waste management facility receipts prior to final inspection. The Certificate of Occupancy (CO) and Temporary Certificate of Occupancy (TCO) cannot be issued without complete documentation and recycling facility receipts. Submit the complete form and documentation with original recycling facility receipts prior to final inspection. Original, dated recycling facility receipts showing project addresses are required. Plan Check Number: Description of Work: IProject Address: Project Type: E] Alteration F1 Construction E] Demolition E] Addition (Residential) E] Addition (Commercial) [] Tenant Improvement Estimated Square Footage: Start Date: Completion Date: IM71 0 Company. Address: City: Daytime Phone: Cell Phone: Email: Project Type Project Area (square feet) Estimated Debris Weight (lbs) Required Diversion (Multiply Weight by 0.65) 'x I hereby certify that I have read and state that this information is correct. I understand that the project final approval may be withhold until I comply with California Green Building Standards Code 4.408 or 5.408 which require a minimum of 65% construction and demolition waste diversion or the use of a certirted waste management company. applicant Signature IDate 350 Main Street, Et Segundo, CA 90245 (310)524-2380 www.eiseaundo.orotdeDtsfDtanninasafetyI Page I of 5 Agreement No. 5967 �08.1,�08.1Construction waste management. Recycle and/or salvage for reuse eminimum of 65% of the nonhazardous construction and demolition waste k\ accordancewitheiLharSectiun4.4O8.1.5.4ODj. 4.408.2, 5.408.1.1 Construction waste management plan. Submit aconstruction waste management �m rnooUng/kan)u1through 5of8eoUoo4�O82orDenm1through 4o[Seobon5�O8'1.1. ' 4.408.3, 5.408.1.2 Waste management company. Utilize awaste management company, approved �Umof El Segundo, which enba�onthat dkxe�ednonobuc[onand demoUi�nwaste 'a�hab^ meet the requirements in Section 4.408.2 or 5.408.1.2. 4.408.4, 6.408.1.3 Waste stream reduction alternative. The combined weight ofnew construction disposalthat does not exceed 3.4pounds per square foot ofbuilding area (4.4OO.4)or2.Opoundo'rsquorah)otofbuUdh� 0 neo(�O8.t20 mmaybedeemed tomeet the GSpercent rnAl��unmnaquNeme,daoapproved b^the BSegundo BuUdhmg8a ` Dkiuk/n' 4.408.6,5.400.1,4Documentation. Documentation shall be provided to the inspector which demonstrates compliance with Sections 4.4OO.2.4.4OD.3. or4.4DO.4or5.4O8.1.1 through 5.408.1.3' 5.408.3 Excavated soil and land clearing debris. 1OOpercent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. 1. The contractor shall develop and maintain a waste management plan and document diversion and disposal, OR 2. Utilize a waste management company that certifies a minimum 65% waste diversion, OR 3. Waste stream: reduction alternative. new construction projects with a combined disposal weight of less thon2pounds per square foot may bedeemed tomeet the G56minimum diversion requirement. Residential low rise (3 stories or less) with a combined weight of new construction disposal less than 3.4 pounds per square foot may be deemed to meet the 65% minimum diversion requirement. Residential high rise (4 stories or more) with a combined weight of new construction disposal less than 2 pounds per square foot may bmdeemed tomeet the 65Y6minimum diversion requirement. Newly constructed non-residential buildings, certain non-residential additions and multi -family housing With �_- 5 units should provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at minimum) paper, corrugated cardboard, glass, plastics, organic waste and metals. (4.410.2, 5.410. 1) Universal waste (as defined in CALGreen Sectio 202) including batteries, electronic devices, equipment, lamps, cathode ray tubes, cathode ray tube glass, aerosol cans from non-residential addition and alteration projects shall require verification that the materials are disposed of properly and diverted from landfills. A list of*prohibited universal waste materials shall be included in the construction documents. This is required for non-residential projects subject to the requirements of the California Green Buildings Standards Code (additions of 1,000 square feet or greater and/or building alterations with a permit valuation of $200,000 or more (CALGreen Sections 301.3 and 5.408.2) 350 Main Street, BSegunduCAg0245 (310524-2380www.elseo Page 2 of 5 Agreement No. 5967 Materials Components Wood Lumber, plywood, scraps, laminates (no pressure -treated wood) Drywall Sheetrock, gypsum, plaster Metals Pipes, rebar, flashing, steel, aluminum, copper, brass, stainless steel Plastics Vinyl siding, doors, windows, floor tiles, pipes Roofing Asphalt & wood shingles, state, tile, roofing felt Rubble Asphalt, concrete, cinder block Brick Bricks and decorative blocks Glass Windows, mirrors, lights Miscellaneous Carpeting, fixtures, insulation, ceramic tile Diversion of debris to a recycling facility does not require an additional step by the contractor or homeowneribuilder. The lifference is where the debris is hauled — to a recycling facility instead of a landfill. The same methods of collection or containment that are used for waste disposal can be used for recycling. Typically, a )in from a waste hauling company is rented to contain and transport the debris from the job site. Many of the waste iaulers licensed to do business in the City already recycle the construction and demolition debris they transport ►ecause they find it a savings to do so. Using one of the waste haulers that already recycles debris is an acceptable nethod of meeting the requirements of the California Green Building Standards Code. Sorting the waste into different types of materials is not required or necessary to recycle. The debris can be taken to flaterial Recovery Facilities (MRFs) that accept and sort co -mingled debris. By pre-sorting the debris, however, the ontractor or homeowner could get money back from the recycling facility for certain materials. This chart below illustrates the typical amount of construction debris created in pounds per square foot for the most .ommon types of residential and non-residential projects. ESTIMATED DEBRIS GENERATION (pounds per square foot) Zeroofs Shingles Only 2.5 lbstsf Shingles & Sheathing 6.0 Ibs1sf residential Construction New4.5 lbstsf Dembfirton 115.0 lbstsf Renovation 24.0 lbstsf on -Residential Construction New 4.0 lbstsf Demolition 155.0 lbstsf Renovation Medical Office 3.0 (bs/sf Renovation Tenant Improvement 6.0 lbs/sf Renovation Retail Space 10.0 lbstsf 350 Main Street, Et Segundo, CA 90245 (310)524-2380 www.etseaundo.oroldet3tstolanntnosafetvi Agreement No. 5967 Use this worksheet to convert from common construction units to TONS. This worksheet can be used to complete a Waste Management Plan (WMP) or Recycling Summary Report (RSR), but it does not have to be completed or submitted. WMPs and RSRs should be submitted with all materials listed in TONS. Step 1. Calculate scrap or waste quantity for each material in typical units (square feet, board feet, or cubic yards). Calculate from materials take offs and waste factors. Enter into Column 1. Step 2. Multiply by the conversion factor in Column 11 and input answer in Column 111. Step 3. Transfer the TONS listed in Column III to the Waste Management Plan (WMP) or Recycling Summary Report (RSR), Column A, (page 5) and follow the directions on those forms. Material Category Asphalt/Concrete Asphalt (broken) Concrete (broken) —Concrete (solid slab) BricklMasonr yffile Brick (broken) Brick. (whale, palletized) Masonry black (broken) Tile 1Q"*i1r4in Materials (doors fixtures wind— plate Column I Column It--] Column III Volume Unit Tons/Unit I Tons CY 0.7 CY .0.9 .CY 1.3 CY -0.7 Cy'. ..1.512 CY 0.6 SF .00175 I" # I CY 15 glass, cabinets) Cardboard- Cy Whole (Palletized) loose Drvwall, new or used 1/21, !;1811 mixed ... .. ...... Scrap Metal Wood & Pallets (no pressure4reated lumber). clean, unpainted loose . . ..... . Won-Recvclable Debris Recvclable Mixed Debris CY - Cubic Yards, SQ FT = Square Feet, BD FT Board Feet Be prepared to provide weight receipts or other verifiable documents. SF .0005 CY .3 SF .25 cy 00013 SF .0003 CY .0875 SF .0008 SF .00105 CY .25 CY A53 RD FT.1- .00138 CY .15 CY175 -175 CY 350 Main Street, El Segundo, CA 90245 (310)524-2380 vAvw.elseciundo.croldei)tsfolanninqsafetvI pnop A rif 9z WASTE-MANAt Agreement No. 5967 VIARY-.'REP0 Verifiable Project Diversion -Waste Reduction and Recycling Plan (Salvage, Reuse or Recycle): Fill out the following table with estimated tonnage for each material that will be generated (A = B + C). Oriqinal tacis docu'menting this diversion are required. These tags will NOT be returned. If conversion factors are needed to convert weights, Visit htto://www.calrecvcfe.ca.qoV/ A. B. C. Estimated. Estimated Estimated Material Type Total Salvage, Disposal Debris Reuse, or (Trash) Quantity Recycle (tons) (tons) (tons) Asphalt and Concrete Brick/Masonry/Tile Cabinets, *Doors, Fixtures, Windows (Circle applicable) Cardboard Carpet/Padding/Foam Ceiling Tile (acoustic) Dirt Drywall Landscape Debris Mixed C & D Debris Mixed Inerts Roofing Materials Scrap Metal Stucco Universal Waste Unpainted Wood & Pallets Garbage/Trash Hauler Certified Recycling Facility or Disposal Destination Dther FOTAL Total A: Tote! Determine the Project's Overall Recycling Rate (Percentage): [Total BfTotal A] x 100*= % Example: I: . . .. -.1 � , `2 -" - " VNI TOTAL 6,000 20,000 1-t,i 13 OVERALL RECYCLING RATE. 13,4OOf2OOOO =.67 X 100 = 67% Proiect Notes (if needed): 350 Main Street, El Segundo, CA 90245 (310)524-2380 www.etsequndo.orqtdeptstolannfnqsafetvt Page 5 of 5 CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING FACILITIES IN LOS ANGELES COUNTY Company Name & Address Phone Number Materials Accepted Business flours WASTE MANAGEMENT INC. LANCASTER LANDFILL 600 East Avenue F Lancaster ARROW TRANSIT MIX, INC. 507 East Avenue L-12 Lancaster BURRTEC SERVICES REPUBLIC SERVICES BRADLEY EAST TRANSFER STATION 9227 Tujunga Avenue Sun Valley RECOLOGY LOS ANGELES formerly CROWN DISPOSAL 9147 DeGarmo Avenue Sun Valley EAST VALLEY DIVERSION - WM 11616 Sheldon Street Sun Valley NORTH HILLS RECYCLING 11700 Blucher Avenue Granada Hills . RAMCO 9005 Bradley Avenue Sun Valley Agreement No. 5967 Recycling Rate ANTELOPE VALLEY (661) 947-7197 C&D debris: wood, metal, 78.14% Mon - Fri, gam - 3:30pm drywall, cardboard, rock, soil, Sat 8am -12pm gravel, asphalt, concrete (661) 945-7600 Asphalt, concrete, concrete 100% Mon - Fri, Tarn - 4pm btocks, gravel, rocks SANTA CLARITA VALLEY (866) 270-5870 C&D debris: wood, metal, Mon - Fri, 7am - 5pm drywall, cardboard, rock, soil, gravel, asphalt, concrete (800) 299-4898 C&D debris: wood, metal, Mon - Fri, 7am - 5pm dfywall, cardboard, rock, soil, Sat, Gam - 3pm gravel, asphalt, concrete (818) 767-6180 Mon - Fri, 7am - 5pm Wood, tree trimmings, green waste (818) 767-6000 C&D debris: wood, metal, drywall, open 24 hours, 7 days cardboard, rock, soil, green waste gravel, asphalt, concrete (818) 252-0019 C&D debris: wood, metal, Mon - Fri, Gam - 6pm drywall, cardboard, rock, soil, Sat, Gam - 3pm gravel, asphalt, concrete (818) 364-1278 Brush, logs, plants, Mon - Sat, Gam - 6pm tree trimmings, and clean lumber (818) 767-0700 Asphalt, concrete, gravel, 24 hours, Gam Monday rock, and sand. No dirt until 4pm Saturday 100% 70% 75.17% 100% 100% Sun Valley VULCAN MATERIALS 11401 West Tux%rd Street Sun Valley gravel, rock (818) 983-0146 Asphalt grindings, concrete Mon - Fri, 6:30am-2:30pm Agreement No. 5967 Recycling Rate 100% 100% 100% ' SAN GABRIEL VALLEY and SOUTHEAST LOS ANGELES COUNTY CONSTRUCTION & DEMOLITION CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING FACILITIES IN LOS ANGELES COUNTY Company Name & Address Phone Number Materials Accepted drywatl, cardboard, rock, soil, Business Hours THE REUSE PEOPLE (818) 244-5635 Architectural salvage 3015 Dolores Street Mon - Fri,10am - 5pm Los Angeles (near Glendale) Sat,10am - 4pm VALLEY BASE MATERIALS (818) 767-3088 Asphalt, concrete, 8960 Bradley Avenue open 24 hours, 7 days concrete block, Sun Valley VULCAN MATERIALS 11401 West Tux%rd Street Sun Valley gravel, rock (818) 983-0146 Asphalt grindings, concrete Mon - Fri, 6:30am-2:30pm Agreement No. 5967 Recycling Rate 100% 100% 100% ' SAN GABRIEL VALLEY and SOUTHEAST LOS ANGELES COUNTY CONSTRUCTION & DEMOLITION (323) 357-6900 C&D debris: wood, metal, RECYCLING, INC. Mon - Fri, 4am - 4pm drywatl, cardboard, rock, soil, 9309 Rayo Avenue Sat, 4am - 4pm gravel, asphalt, concrete South Gate DAN COPP CRUSHING (800) DUMPSITE Asphalt, concrete, gravel, rock 12017 Greenstone Avenue Mon - Fri, 7am - 3:30pm Santa Fe Springs Sat, 7am - fpm GREENCYCLE (562) 906-5223 Wood, soil, and greenwaste 12815 East Imperirat Highway Mon - Fri, 6:30am - 5pm Including palm and yucca Santa Fe Springs Sat, 7am-5pm PASADENA ARCHITECTURAL (626) 535-9655 Architectural salvage SALVAGE : Tue - Sat, gam - 5pm 2600 East Foothill Boulevard Sun, 12pm - 5pm Pasadena PECK ROAD GRAVEL (626) 574-1855 Asphalt, concrete, brick 128 East live flak Avenue Mon - Fri, 6am - 4:30pm Monrovia Sat, 6:00am-2:30pm StLVERLAKE ARCHITECTURAL (626) 445-1092 Architectural salvage SALVAGE Daily, 11am -5pm 169 Cook Street Pasadena RECYCLED WOOD PRODUCTS (909) 868.6882 Green waste, soil 1313 East Phillips Boulevard Mon - Fri, 7am - 5pm Pomona Sat, 7am - fpm CITY OF LOS ANGELES AND CENTRAL LOS ANGELES COUNTY 25TH STREET RECYCLING 2121 East 25th Street Los Angeles CALIFORNIA WASTE SERVICES 621 West 152nd Street Gardena DIRECT DISPOSAL 3720 Noakes Street Los Angeles (East L. A.) (323) 583-7913 Mon - Fri, 6:30am -11pm Sat, 6am - Bpm (800) 839-5550 Mon - Fri, 6am -10pm Sat, 7am - 7pm (323) 262-1604 Rion - Fri, Sam -4pm Sat, 6am -liam Concrete, concrete block, asphalt C&D debris: wood, metal, dcywalt, cardboard, rock, soil, gravel, asphalt, concrete C&D debris: wood, metal, drywall, cardboard, rock, soil, gravel, asphalt, concrete 79.72% 100% 100% 100% 100% 100% 100% 100% 74.99% 76.39% Agreement No. 5967 CONSTRUCTION AND DEMOLITION DEBRIS RECYCLING FACILITIES IN LOS ANGELES COUNTY Company Name & Address Phone Number Materials Accepted Recycling Business Hours Rate DOWNTOWN DIVERSION - WM (213) 612-5005 C&D debris: wood, metal, 77.08% 2424 East Olympic Boulevard, Bldg. 3 talon - Fri, 6am - 6pm drywall, cardboard, rock, soil, Los Angeles Sat, 6am - Spm gravel, asphalt, concrete FREEWAY BUILDING MATERIALS (323) 261-8904 Architectural salvage 100% 1124 South Boyle Avenue Mon - Fri, Sam - 4pm Los Angeles 'Sat, Sam - 3pm SOUTHERN CALIFORNIA (213) 623-3119 Architectural salvage 100% ARCHITECTURAL SALVAGE Mon - Fri, Sam - spm 1600 South Santa Fe Avenue Sat - Sun, 9:30am - 3pm Los Angeles LB CRUSHING (951)691-0625 Asphalt, concrete 100% 321 West 135th Street Mon - Fri, 6am - 4pm CITY OF LONG BEACH and SOUTHERN LOS ANGELES COUNTY ALLfED WASTE FALCON 3031 East "I" Street Wilmington HANSON AGGREGATES 6956 Cherry Avenue North Long Beach HANSON AGGREGATES 2850 California Avenue South Long Beach (562) 590-8531 Mon - Fri, 6am - 6pm Sat, 6am - 2pm (626) 856-6700 Option 1 Mon - Fri, lam - 3:30pm Sat. lam -2pm (626) 856-6700 Option 1 Mon - Fri, lam - 3:30pm C&D debris: wood, metal, 65% drywall, cardboard, rock, soil, gravel, asphalt, concrete Asphalt, concrete 100% Asphalt, concrete 100% All Recycling Rates are based on the City of Los Angeles List and County of Los ."-.ngetes Data Research. Updated November 27, 2017 The companies listed and the Information presented are subject to change without notice and are based on the most readily available Information. The companies listed are not endorsed or recommended by the County, nor is the list necessarily Inclusive of all recycling companies In the region. If you are a recycling company and you would like to be added to the database, or you have Information to update the existing list, please call the Construction & Demolition Unit at (626) 458-3517 Agreement No. 5967 This page intentionally left blank. Agreement No. 5967 Acacia Park Geotechnical Investigation Agreement No. 5967 AKM Consulting Engineers Submittal Review Comments AKM Job No. 1030911.30 Project: El Segundo Pump Station Modifications 1&7 PW 16-07 Project Manager: Lifan Xu Submittal Title: Geotechnical Investigation Submittal Number: 045 Specification Section: 01011 1.9 Reviewed By: Zeki Kayiran Date Returned: 2017-06-06 Revision: 001 Date Received: 2017-06-06 Discipline: The following submittal review for the above mentioned project have been examined with the resulting action as indicated. Approval of the submittal indicates only that no deviation from the specific requirements of the contract documents has been found. Nothing in this approval shall be construed as revising, in any way, the requirements for a fully integrated and operable system as specified. Neither does an approval provide authorization to deviate from Contract Documents without specific designated approval for such deviation. Page 1 of 1 140 EXCEPTlON ,,,,,,.... ............. AV� o'a�°Ire, i-� M� � none��' _1 MAKE CORPECJMIS NOTED (I{Nkd'dRreGNingi v: Illr',lo a;pr5011fl a'YII'WdY Y7 N'N4•;, e 'uryllpreli dl"I C011NIII', fial'N4.e With rerew ill bfuNlgNn'NQVN:MII4 El REJECTED Nrelvayq'p Illd dl'Nrd r',: {pY7iQ d'a'd dare P, Qr7P;ooll Btlonis, d IIT1Y: rl' ,•i�ld'r Y�� to Q�:Jali !', d:Ytl'11'IregY"I"N I��('+ore and q N re's; EME AND t++are m Whe joilb si'au,', 0)11 P'Ql E":mQ„YWAH' Nd'yld;ro'NY'd.d Pon dl PO romdold'dioum; ^t:a,olyr Qra aP°Nm, 4'allaoq'Y;awuiddor Ilpil'000o 5$ "Al 10 flt,l goa:l'YIIUIIqu.NX:r.'.;'of (^.a:Vl'Y14:6QPd'.wt Y6)m wield lot Nl P:d;i Y,}IrPVjm;yrellJ,'dn (bre Ole vuclo're,;, o Will....... ,"sQJI Vtd'reN� v�,... .....w......... ,,,, .,,,.,.. .,., «.,,.n rm...�..��...�.�,,,,,..,�.�, IFSr fl."�{'V^ ('.?I Page 1 of 1 STEVE P. RADOS, INC. Engineering Contractors 2002 E. McFadden Avenue, Suite 200 Santa Ana, CA 92735 FAX: 1-714-835-2186 Phone: 1-714-835-4612 TO: Lifan Xu - Project Manager City of EI Segundo - Public Works Department 350 Main Street EI Segundo, CA, 90245 GENTLEMEN: Agreement No. 5967 LETTER OF TRANSMITTAL DATE JOB NO. 05/24/17 #715 SUBMITTAL No.: REV. #: Spec. Section: 45 R-1 1.9 RE: Project No. PW 16-07 Pump Station #1 and #7 Modifications Reference Spec Section) 1.9 SUB /SUPPLIER: RMA Group WE ARE SENDING YOU ❑✓ Attached ❑ Under separate cover via Q Shop Drawings ❑ Prints ❑ Plans Copy of Letter ❑ Change Order ❑ ITEM COPIES 1 1 Geotechnical Investigation THESE ARE TRANSMITTED as check below: ❑✓ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑� For review and comment ❑ FOR BIDS DUE 19 REMARKS: COPY TO: SAF, FF Form No 340 10/21/97 DESCRIPTION the following items: Samples ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Signed: MIkRiBo.r If enclosures are not as noted, kindly notify us at once. F/NJ/244/fmff340.x1s i';+��t:�n"w• a�xr°raje^x'P NVINt1"[�rs wwuu.rrr�txr:rxrx'Psxrrx^li+:��.<:crrrr 1\1ay 24, 2017 Steve P. Rados, Inc. — Engineering Contractor 2002 E 1\1cFadden Ave, Ste 200 Santa Ana, CA 92705 Attention: Mike Bollinger Agreement No. 5967 GEOTECHNICAL CONSULTANTS Subject: Response to Review Comments Prepared by AI,L\1 Consulting Engineers Sewer Pump Station #1 625 NVest Acacia Avenue El Segundo, CA Reference: RMA Group, 2017, Geoteclulical Investigation for Sewer Pump Station #1, 625 NVest Acacia Avenue, El Segundo, Califoriva, Project Number 17-0428-01, dated 1\1ay 11, 2017 (revised 1\1ay 24, 2017). Dear 1\1r. Bollinger: In accordance "Vida your request, dais letter has been prepared to respond to review comments prepared by AI,2\1 Consulting Engineers. RESPONSE TO REVIEW COMMENTS Comment No. 1 "The S7fbmillcllprorides retol7ll7lell(%itiolis.lb ,ar(i(%illy bacT fill and C019lpaction. These (ire corered b), thepr" leasplalis and JpeClflCclI101ZS, and need t0 be relvor'e(l pr0191 the submittal " Response to Comment No. 1 Recommendations for grading, backfill an compaction have been removed from dhe report. Comment No. 2 Section 3.11 Lciter(il Lo(i(1 Resist(ilit,e shoj),s(i p(issire e(irth pressiire of 3.50 pe f. Please r'erlj, rout alld r'able. " Response to Comment No. 2 Uiut and value have been reviewed and they are correct. Comment No. 3 "Section 3. 14 Temporui), .Slopes and Sh0i71h recommends "a uliZ lbrly lateral pressure o1'72 pJ f for liorlval consImcl1011 loads imposed b)' 1'ehicles, e(Iiflplvelll, Ivalei7cTls and irorklvell on the suoice adjacent t0 the trench e-vcar a coli" but does not 191e1Z11011 aq), equi /9lellI li'e1ab Further lhls Is illco sistellt n ith the recolvIvelidat1011 cit the b�abllZ11h Ol the last parchr(ph on Pche %0, li'b'el) states r � ebleles, e(IillpJ9lelll, lvalen'als, elc. sbould be set back cTirq)' fr0191 the e(Ige Ol 1emporai), e-vairations a 19111Z'l7vim, Of 1.5 feel f om, top e(Ige Ol e-vcar'a coli. "Please address boll). 12130 Santa Margarita Court, Rancho Cucamonga, CA 91730 1 T: 909.989.1751 1 F: 909.989.4287 1 www.rmacompanies.com i;+��t:�n"w• a�xr°raje^x'P NVINt1"[�rs wwuu.rrr�txr:rxrx'Psxrrx^li+:��.<:crrrr Response to Comment No. 3 Agreement No. 5967 GEOTECHNICAL CONSULTANTS Section 3.14 (Section 3.13 in dhe revised report) Temporary Slopes and Shoring beginiung on page 9 has been revised. Comments 4 and 5 do not relate to our scope of work. CLOSURE NVe appreciate this opportuiuty to be of continued service to you. If you have any questions regarding d -lis report, please do not hesitate to contact us at your conveiuence. Respectfully submitted, R1\f A Group rc Kenneth Dowell, PG ( CEG Project Geologist CEG 1255 Jorge �Ietleses, Ph.D ( PE ( GE ( D.GE Principal Geotechnical Engineer GE 3041 �F A Attachments: Revised Geotechnical Report for Sewer Lift Station #1 Sewer Pump Station #1 May 24, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 2 % E►�E �. Q DON'£LL -i i;o.2470 GERVIED ENGti+1FERING GEgLOWT "Ire(j� CAo d Jorge �Ietleses, Ph.D ( PE ( GE ( D.GE Principal Geotechnical Engineer GE 3041 �F A Attachments: Revised Geotechnical Report for Sewer Lift Station #1 Sewer Pump Station #1 May 24, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 2 Agreement No. 5967 'I,; ��RMA Group NVRtt�C'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- GEOTECHNICAL CONSULTANTS GEOTECHNICAL INVESTIGATION FOR SEWER PUMP STATION #1 625 WEST ACACIA AVENUE EL SEGUNDO, CA for Steve P. Rados, Inc. — Engineering Contractor 2002 E McFadden Ave, Ste 200 Santa Ana, CA 92705 May 11, 2017 Revised May 27, 2017 17-0428-01 Group Matters ws"AV,rlli eG(rt?)iat'rl`if,° ,. "oear Nlay 11, 2017 Revised 1\1av 24, 2017 Steve P. Rados, Inc.—1?ngineering Contractor 20021, 1\1cFadden Ave, Ste 200 Santa Ana, CA 92705 Attention: Alike Bollinger Subject: GeotechticalIuvestigation Sewer Pump Station #1 625 \Vest Acacia Avenue El Segundo, CA Dear 1-4r. Bollinger: Agreement No. 5967 GEOTECHNICAL CONSULTANTS In accordance with your request, a geotechiical investigation has been completed for the above -referenced project. The report addresses both engineering geolc9c and geotechiical conditions. The results of the investigation are presented in the accompanving report, which includes a description of site conditions, results of our field exploration and laboratory testing, conclusions, and recommendations. We appreciate this opportunity to he of continued service to you. If you have any questions regarding this report, please do not hesitate to contact us at your convenience. Respectfully submitted, R1L\ Gi:oup, Kenh Dowell, PG ( CEG Project Geologist CEG 2470 ,\p) SIAL a � 4' KET44E-B K. DE Y ELL CL P:o.2470 � ^� CEflTEEtE#t � " ENG#NEERit4G (P GEQI.(16SST �a �FOF CA�� v. p p!, Pi Jorge Nlcneses PhD PE GE ghE Principal Geotechnical Engineer GE 3041 N� 909 12130 Santa Margarita Court Rancho Cucamonga, CA 91730 1 T. 909.989.1751 1 - 89.4287 anles.com F. .9 www.rmacompanies.com 1'1��RMA Group Nytalters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- TABLE OF CONTENTS Agreement No. 5967 GEOTECHNICAL CONSULTANTS PAGE 1.00 INTRODUCTION 1 1.01 Purpose 1 1.02 Scope of dhe Investigation 1 1.03 Site Location and Usage Description 1 1.04 Planned Usage 1 1.05 Investigation Nlediods 1 2.00 FINDINGS 2 2.01 Geologic Setting 2 2.02 Earth Materials 2 2.03 Expansive Soils 2 2.04 Surface and Groundwater Conditions 2 2.05 Faults 3 2.06 Historic Seismicity 3 2.07 Flooding Potential 3 2.08 Landslides 3 3.00 CONCLUSIONS AND RECOMMENDATIONS 3 3.01 General Conclusion 3 3.02 General Earthwork and Grading 4 3.03 Earthwork Shrinkage and Subsidence 4 3.04 Rippability and Rock Disposal 4 3.05 Dewatering 4 3.06 Faulting 4 3.07 Seismic Design Parameters 4 3.08 Liquefaction and Secondary Earthquake Hazards 5 3.09 Footing Excavation and Slab Preparations 6 3.10 Lateral Load Resistance 7 3.11 Drainage and Moisture Proofing 7 3.12 Cement Type and Corrosion Potential 8 3.13 Temporary Slopes and Shoring 9 3.14 Geotechnical Observation and Testing During Excavation 10 3.15 Additional Geotechnical Observation and Testing 10 4.00 CLOSURE 11 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page i 1'1��RMA Group Nytalters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- TABLE OF CONTENTS (Continued) FIGURES AND TABLES Figure 1 Site Location 1\Iap Figure 2 Regional Geologic 1\Iap Figure 3 Boring Location 1\Iap Figure 4 Regional Fault 1\Iap Table 1 Notable Faults wid-iii100 Ism Table 2 Historical Strong Eardiquakes APPENDICES Appendix A Field Investigation Appendix B Laboratory Tests Appendix C References Sewer Pump Station #1 Steve P. Rados, Inc. Agreement No. 5967 GEOTECHNICAL CONSULTANTS Al B1 Cl May 11, 2017 RMA Job No.: 17-0428-01 Page ii 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- 1.00 INTRODUCTION 1.01 Purpose Agreement No. 5967 GEOTECHNICAL CONSULTANTS A geotechiucal investigation has been completed for dhe proposed Sewer Pump Station #1 expansion project. The project consists of renovations to an existing sewer pump station including a new wet well that will be about 28 feet deep, new pumps and electrical equipment The project specifications require the contractor to provide an additional report to develop the Contractor's shoring and dewatering plan. 1.02 Scope of the Investigation The general scope of dais investigation included the following: • Review of published and unpublished geologic, seismic, groundwater and geoteclulical literature. • Review the project plans and specifications and a Geotechnical Evaluation prepared for the project by Ninyo and Moore dated June 15, 2009. • Examination of aerial photographs. • Contacting of underground service alert to locate onsite utility lines. • Logging sampling and backfilling of 2 exploratory borings drilled with a track mounted CNI , 75 drill rig. • Laboratory testing of representative soil samples. • Geoteclulical evaluation of the compiled data. • Preparation of dais report presenting our findings, conclusions and recommendations. Our scope of work did not include a preliminary site assessment for the potential of hazardous materials onsite. 1.03 Site Location and Usage Description Sewer Lift Station #1 is located on the south side of Acacia Park. The address of the park is 625 NVest Acacia Avenue. The lift station site is botuided by Acacia Park to the north, east and west and by Acacia Avenue to the south (Figure 1). Its geographic position is 33.92990° latitude and -118.42304° longitude. The overall gradient of the property is about 1 % to southwest. Elevation at the site is approximately 78 feet above mean sea level. 1.04 Planned Usage It is our understanding that the proposed pump station improvements will include the construction of a 28 feet deep concrete wet well and new pumps and electrical equipment pad. 1.05 Investigation Methods and Limitations Our uivestigation consisted of office research, field exploration, laboratory testing, review of the compiled data, and Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 1 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS preparation of diis report. It has been performed in a manner consistent with generally accepted engineering and geologic principles and practices, and has incorporated applicable requirements of Califoriva Building Code. Definitions of technical terms and symbols used in d-iis report include those of the ASTM International, the California Building Code, and commonly used geologic nomenclature. Teclulical supporting data are presented in the attached appendices. Appendix A presents a description of the methods and equipment used in performing the field exploration and logs of our subsurface exploration. Appendix B presents a description of our laboratory testing and the test results. Standard grading specifications are presented iii Appendix C. Liquefaction and seismically induced settlement calculations and references are presented in Appendices D and E, respectively. Locations of our borings were limited due to the existing school buildings, fencing and surface improvements including rubberized pavements. Our boring locations were selected in areas that provided access to dhe investigation equipment without requiring removal of existing improvements. 2.00 FINDINGS 2.01 Geologic Setting The site is located on the Los Angeles coastal plain. This plain is a lowland that gently slopes seaward. It is underlain by as much as about 30,000 feet of sediments that rest on graiutic and metamorphic basement rocks. The plain is bounded by the Santa Moiuca Mountaius to the north, the Puente Hills to the east, the Santa Ana Mountains and San Joaquin Hills to the south, and the Palos Verde Hills and Pacific Ocean shoreline to the west. The dominant structural feature of the Los Angeles coastal plain is the northwest trending Newport -Inglewood fault zone. According to Roffers and Bedrossian (Figure 2), the site is underlain by older eolian deposits. 2.02 Earth Materials Our subsurface investigation encountered older eolian deposits. The eolian deposits encountered it -1 our borings consisted of dark brown and reddish -brown silty sand to a depth of about 24 feet, underlain by yellow -gray sand generally dense to very dense. The soil conditions encountered in our boring are similar to those described in the 2009 Ninyo and Moore report. The subsurface soils encountered in the exploratory borings drilled at the site are described in greater detail on dhe logs contained in Appendix A. 2.03 Expansive Soils Expansion testing performed in accordance with AST1NI D4829 indicates that near surface soils underlying the site have an expansion classification of very low. Results of expansion test and other soil index tests are presented in Appendix B. 2.04 Surface and Groundwater Conditions No areas of ponding or standing water were present at the time of our study. Further, no springs or areas of natural seepage were found. Groundwater was not encountered during our subsurface exploration. According to the California Division of dines and Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 2 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS Geology (1998), the highest historic groundwater level beneath the site has been greater than 40 feet below the ground surface. 2.05 Faults The site is not located wid-in the bowidaries of an Earthquake Fault Zone for fault -rupture hazard as defined by the Alquist-Priolo Earthquake Fault Zoiung Act and no faults are known to pass through the property. The nearest Earthquake Fault Zone is located about 6 miles to flee northeast of flee site along flee In, fault of the Newport - Inglewood Fault Zone (Figure 1). The nearest mapped fault is the Charnock fault fault located 2 miles to the east. The Charnock fault has been considered part of the Newport -Inglewood Fault Zone, but has not been included as part of the associated Earthquake Fault Zone. The accompanying Regional Fault Nlap (Figure 5) illustrates the location of the site "Vida respect to major faults in the region. The distance to notable faults wid-iin 100 kilometers of the site is presented on Table 1. 2.06 Historic Seismicity There have been three historic strong earthquakes have been epicentered Within about 30 miles of the site. These events in 1933, 1987 and 1994 and were epicentered about 30, 22 and 21 miles from the site. The 1933 event was the Long Beach Earthquake along the Newport -Inglewood fault Zone and had an estimated magnitude of 6.4. The 1987 event was the NXliittier Narrows Earthquake along the Puente Hills Thrust Fault and had a magiutude of 6.0. The 1994 event was the Northridge Earthquake along the Northridge Thrust Fault and had a magiutude of 6.7. Strong earthquakes that have occurred in flus region in historic time and their approximate epicentral distances are summarized in Table 2. Our research of regional geologic and seismic data did not reveal any known instances of ground failure Widin the site associated with regional seismic activity. Seismic design parameters relative to the requirements of the 2016 Califoriva Building Code and ASCE 7-10 are presented in Section 3.09. 2.07 Flooding Potential According to County of Los Angeles General Plan (2015), the site does he Widin the boundaries of a flood zone. Control of surface runoff originating from wiflin and outside of the site should, of course, be included in design of the project. 2.08 Landslides Due to the low gradient of the site and surrounding area, landsh"ag is not a hazard at dais property. 3.00 CONCLUSIONS AND RECOMMENDATIONS 3.01 General Conclusion Based on specific data and information contained in flus report, our understanding of the project and our general experience in engineering geology and geotechiucal engineering, it is our professional judgment that the proposed development is geologically and geotechiucally feasible. This is provided that the recommendations presented below are Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 3 Agreement No. 5967 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- GEOTECHNICAL CONSULTANTS fully implemented during design grading and construction. 3.02 General Earthwork and Grading All grading should be performed in accordance "Vida the General Earthwork and Grading Specifications outlined in Appendix C, unless specifically revised or amended below. Recommendations contained in Appendix C are general specifications for typical grading projects and may not be entirely applicable to d-iis project. It is also recommended that all earthwork and grading be performed in accordance with Appendix J of the 2016 California Building Code and all applicable governmental agency requirements. In the event of conflicts between d-iis report and Appendix J, d-iis report shall govern. 3.03 Earthwork Shrinkage and Subsidence Shrinkage is the decrease in volume of soil upon removal and recompaction expressed as a percentage of the original in-place volume. Subsidence occurs as natural ground is densified to receive fill. These factors account for changes in earth volumes that will occur during grading. Our estimates are as follows: • Shrinkage factor = 10%-15% for soil removed and replaced as compacted fill. • Subsidence factor = 0.15 foot. The degree to which fill soils are compacted and variations in the insitu density of existing soils will influence earth volume changes. Consequently, some adjustments in grades near the completion of grading could be required to balance the earthwork. 3.04 Rippability and Rock Disposal Our exploratory borings were advanced without difficulty and no oversize materials were encountered in our subsurface investigation. Accordingly we expect that all earth materials will be rippable witl� conventional heavy duty excavation equipment and oversized materials are not expected. 3.05 Dewatering Ground water was not encountered iii Borings which extended to depths of about 36.5 feet below the ground surface. Since construction will include an excavation extending about up to 28 feet, it is anticipated that dewatering measures will not be needed. 3.06 Faulting Since the site is not located wid-in the boundaries of an Earthquake Fault Zone and no faults are known to pass through the property, surface fault rupture wid-in the site is considered unlikely. 3.07 Seismic Design Parameters Seismic design parameters have been developed in accordance with Section 1613A of the 2016 Califoriva Building Code (CBC) using the online U.S. Geological Survey Seismic Design Naps Calculator (Version 3.1.0, ASCE 10 Standard), a site location based on latitude and longitude, and a site characterization as Site Class D (Appendix D).The parameters generated for the subject site are presented below: Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 4 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS 2016 California Building Code (CBC) Seismic Parameters Parameter Value Site Location Latitude = 33.92990 degrees LoQ91tude = -118.42304 degrees Site Class Site Class = D Soil Profile Name = Stiff soil Napped Spectral Accelerations (Site Class B) Site Coefficients (Site Class D) Nasimum Considered Earthquake Spectral Accelerations (Site Class D) Design Earthquake Spectral Accelerations (Site Class D) S, (0.2- second period) = 1.649g SI (1 -second period) = 0.614g F, = 1.0 F, = 1.5 Sets (0.2- second period) = 1.649g Snn (1 -second period) = 0.921g SDs (0.2- second period) = 1.099g SDI (1 -second period) = 0.614g The above table shows that the mapped spectral response acceleration parameter a 1 -second period (SI) < 0.75g and spectral response acceleration parameters are SDs ? 0.50g and SDt >_ 0.20g. Therefore, the Seismic Design Category calculated from Tables 1613.3.5(1) and 1613.3.5(2) using a Risk Category of I, II, II is D for all Risk Categories (CBC Section 1613.5.6). Consequently, as required for Seismic Design Categories C through F by CBC Section 1803.5.11, slope instability, liquefaction, total and differential settlement, and surface displacement by faulting or seismically lateral spreading or lateral flow have been evaluated. Applicable portions of CBC Section 1803.5.12 have also been evaluated including dynamic lateral loading of retaining walls. Peak earthquake ground acceleration adjusted for site class effects (PCAnt) has been calculated in accordance with ASCE 7-10 Section 11.8.3 as follows: PGAnt = FPGA s PGA = 1.000 s 0.6098 = 0.609g. 3.08 Liquefaction and Secondary Earthquake Hazards Potential secondary seismic hazards that can affect land development projects include liquefaction, tsunamis, seiches, seismically induced settlement, seismically induced flooding and seismically induced landsliding. Liquefaction Liquefaction is a phenomenon where earthquake- induced ground motions increase the pore pressure in saturated, granular soils until it is equal to the confining, overburden pressure. NXIen fl-iis occurs, the soil can completely lose its shear strength and stiffness and enter a liquefied state. The possibility of liquefaction is dependent upon grain size, relative density, confining pressure, saturation of the soils, and intensity and duration of ground shaking. In order for liquefaction to occur, three criteria must be met: underlying loose, coarse-grained (sandy) and non -plastic fine-grained soils, a groundwater depth of less than about 50 feet, and a potential for seismic shaking from nearby large -magnitude earthquake. Groundwater was not encountered in our borings. According to the California Department of Mines and Geology Seismic Hazard Zone Nap for the Venice Quadrangle (1998), the site is located wid-in a potential liquefaction hazard zone (Figure 1). According to the Califoriva Department of Nines and Geology Seismic Hazard Report for the Los Alamitos Quadrangle (1998), the historic high groundwater level was greater than 40 feet. Based on the historic depth of groundwater at the site being greater than 40 feet and the in situ dense nature of the onsite soils, the risk of liquefaction at the site is considered low. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 5 Agreement No. 5967 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- GEOTECHNICAL CONSULTANTS Tsunamis and Seiches Tsunamis are sea waves that are generated in response to large-magiutude earthquakes. NX'hen these waves reach shorelines, they sometimes produce coastal flooding. Seiches are the oscillation of large bodies of standing water, such as lakes, that can occur in response to ground shaking. Tsunamis and seiches do not pose hazards due to the location and elevation sea level at the site. Seismically Induced Settlement Seismically induced settlement occurs most frequently in areas underlain by loose, granular sediments. Damage as a result of seismically induced settlement is most dramatic when differential settlement occurs in areas "Vida large variations in the diickness of underlying sediments. Settlement caused by ground shaking is often non -uniformly distributed, which can result in differential settlement. Based upon a review of the project geotechnical report and the similar soil conditions encountered at the site, we would agree that total settlement was estimated at 1/2 inch. For design purposes, the differential settlement is in the order of 1/4" inch over a horizontal distance of 30 feet. Seismically Induced Flooding According to the County of Los Angeles General Plan (1995), the site is not located wid-in a potential dam inundation area. In addition, there are no up gradient water reservoirs or dams located in close proximity of the site. Consequently seismically induced flooding at the site is unlikely. Seismically Induced LandshdiilLy Due to the low gradient of the site, the potential for seismically induced landsliding is nil. This assumes that any slopes created during development of the site will be properly designed and constructed. It should be noted that the Califoriva Geological Survey has not yet prepared a Seismic Hazard Zone Nlap of potential earthquake -induced landslide hazards for the quadrangle in which the site is located. 3.09 Footing Excavation and Slab Preparations All footing excavations should be observed by the geotechiucal consultant to verify that they have been excavated into competent soils. The foundation excavations should be observed prior to the placement of forms, reinforcement steel, or concrete. These excavations should be evenly trimmed and level. Prior to concrete placement, any loose or soft soils should be removed. Excavated soils should not be placed on slab or footing areas tu-iless properly compacted. Prior to the placement of the moisture barrier and sand, the subgrade soils underlying the slab should be observed by the geotechiucal consultant to verify that all under -slab utility trenches have been properly backfilled and compacted, that no loose or soft soils are present, and that the slab subgrade has been properly compacted to a miiumum of 90 percent relative compaction wid-in the upper 12 inches. Footings may experience and overall loss in bearing capacity or an increased potential to settle where located in close proximity to existing or future utility trenches. Furthermore, stresses imposed by the footings on the utility lines may cause cracking, collapse and/or a loss of serviceability. To reduce d -is risk, footings should extend below a 1:1 plane projected upward from the closest bottom of the trench. Slabs on grade and walkways should be brought to a miiumum of 2% and a maximum of 6% above their optimum moisture content for a depth of 18 inches prior to the placement of concrete. The geoteclulical consultant should perform insitu moisture tests to verify that the appropriate moisture content has been achieved a maximum of 24 hours Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 6 Agreement No. 5967 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- GEOTECHNICAL CONSULTANTS prior to the placement of concrete or moisture barriers. 3.10 Lateral Load Resistance Lateral loads may be resisted by soil friction and the passive resistance of the soil. The following parameters are recommended. • Passive Earth Pressure = 350 pcf (equivalent fluid weight). • Coefficient of Friction (soil to footing) = 0.42 • Retaining structures should be designed to resist the following lateral active earth pressures: Surface Slope of Equivalent Retained Materials Fluid Weight (Horizontal:Vertical) (pcf) Level 39 5:1 41 4:1 42 3:1 45 2:1 56 These active earth pressures are only applicable if the retained earth is allowed to strain sufficiently to achieve the active state. The required minimum horizontal strain to achieve the active state is approximately 0.0025H. Retaining structures should be designed to resist an at -rest lateral earth pressure if diis horizontal strain cannot be achieved. • At -rest Lateral Earth Pressure = 61 pcf (equivalent fluid weight) The Mononobe-Okabe method is commonly utilized for determining seismically induced active and passive lateral earth pressures and is based on the limit equilibrium Coulomb theory for static stress conditions. This method entails three fundamental assumptions (e.g., Seed and NX'hitman, 1970): NVall movement is sufficient to ensure either active or passive conditions, the driving soil wedge inducing the lateral earth pressures is formed by a planar failure surface starting at the heel of the wall and extending to the free surface of the backfill, and the driving soil wedge and the retaining structure act as rigid bodies, and therefore, experiences uniform accelerations throughout the respective bodies (U.S. Army Corps of Engineers, 2003, Engineering and Design - Stability Analysis of Concrete Structures). • Seismic Lateral Earth Pressure = 19 pcf (equivalent fluid weight). The seismic lateral earth pressure given above is an inverted triangle, and the resultant of dais pressure is an increment of force which should be applied to the back of the wall in the upper 1/3 of the wall height. Per CBC Section 1803A.5.12 dynamic seismic lateral earth pressures shall be applied to foundation walls and retaining walls supporting more than 6 feet of backfill. Dynamic seismic lateral earth pressures may also be applied to shorter walls at the discretion of the structural engineer. 3.11 Drainage and Moisture Proofing Surface drainage should be directed away from the proposed structure into suitable drainage devices. Neither excess Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 7 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS irrigation nor rainwater should be allowed to collect or pond against building foundations or wid- in low-lying or level areas of the lot. Surface waters should be diverted away from the tops of slopes and prevented from draining over the top of slopes and down the slope face. NValls and portions thereof that retain soil and enclose interior spaces and floors below grade should be waterproofed and dampproofed in accordance "Vida CBC Section 1805. Retaining structures should be drained to prevent the accumulation of subsurface water behind the walls. Backdrains should be installed behind all ret al walls exceeding 3 feet in height. A typical detail for ret 'Ung wall back drains is presented in Appendix C. All back -drains should be outlet to suitable drainage devices. Retaiiung wall less than 3 feet in height should be provided with back -drains or weep holes. Dampproofing and/or waterproofing should also be provided on all retaining walls exceeding 3 feet in height. 3.12 Cement Type and Corrosion Potential Soluble sulfate tests indicate that concrete at the subject site will have a negligible exposure to water-soluble sulfate in the soil. Our recommendations for concrete exposed to sulfate -containing soils are presented in the table below. Recommendations for Concrete exposed to Sulfate -containing Soils Use of alternate combinations of cementitious materials may be permitted if the combinations meet design recommendations contained in American Concrete Institute guideline ACI 318-11. The soils were also tested for soil reactivity (pH), electrical resistivity (ohm -cm) and cl-iloride content. The test results indicate that the on-site soils have a soil reactivity of 7.0, an electrical resistivity of 3,500ohm-cm, and a cl-loride content of 60 to 90 ppm. A neutral or non -corrosive soil has a value ranging from 5.5 to 8.4. Generally, soils that could be considered moderately corrosive to ferrous metals have resistivity values of about 3,000 ohm -cm to 10,000 ohm -cm. Soils with resistivity values less than 3,000 ohm -cm can be considered corrosive and soils "Vida resistivity values less than 1,000 olvn-cm can be considered extremely corrosive. Soil with a cl-loride content of 500 ppm or greater are generally considered corrosive. Based on our analysis, it appears that the underlying onsite soils have a moderate corrosion potential. Protection of buried metalpipes w'th sand bedding and protective coating may be used to reduce corrosion potential. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 8 Water Soluble Sulfate Maximum Minimum. Sulfate (SO4) (SO4) Cement Water -Cement Compressive Sulfate in Soil in Water Type Ratio Strength Exposure (% by Weight) (ppm) (ASTM C150) (by Weight) (psi) Negligible 0.00-0.10 0-150 -- -- 2,500 Moderate 0.10-0.20 150-1,500 II 0.50 4,000 Severe 0.20-2.00 1,500-10,000 V 0.45 4,500 Very Severe Over 2.00 Over 10,000 V Plus pozzolan 0.45 4,500 or slag Use of alternate combinations of cementitious materials may be permitted if the combinations meet design recommendations contained in American Concrete Institute guideline ACI 318-11. The soils were also tested for soil reactivity (pH), electrical resistivity (ohm -cm) and cl-iloride content. The test results indicate that the on-site soils have a soil reactivity of 7.0, an electrical resistivity of 3,500ohm-cm, and a cl-loride content of 60 to 90 ppm. A neutral or non -corrosive soil has a value ranging from 5.5 to 8.4. Generally, soils that could be considered moderately corrosive to ferrous metals have resistivity values of about 3,000 ohm -cm to 10,000 ohm -cm. Soils with resistivity values less than 3,000 ohm -cm can be considered corrosive and soils "Vida resistivity values less than 1,000 olvn-cm can be considered extremely corrosive. Soil with a cl-loride content of 500 ppm or greater are generally considered corrosive. Based on our analysis, it appears that the underlying onsite soils have a moderate corrosion potential. Protection of buried metalpipes w'th sand bedding and protective coating may be used to reduce corrosion potential. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 8 Agreement No. 5967 1'1��RMA Group Nytatters'�rlaow+.yrrparrcrrna�aKrrai�:°�.a°afro- GEOTECHNICAL CONSULTANTS 3.13 Temporary Slopes and Shoring Excavation of utility trenches will require either temporary sloped excavations or shoring. Temporary excavations in existing alluvial soils may be safely made at an inclination of 1:1 or flatter. If vertical sidewalls are required in excavations greater than 5 feet in depth, dhe use of cantilevered or braced shoring is recommended. Excavations less than 5 feet in depth may be constructed with vertical sidewalls without shoring or shielding. Our recommendations for lateral earth pressures to be used in the design of cantilevered and/or braced shoring are presented below. These values incorporate a uniform lateral pressure of 72 psf to provide for dhe normal construction loads imposed by vehicles, equipment, materials, and workmen pounds on the surface adjacent to dhe trench excavation. Exact weight of equipment used on dhe project will be evaluated by dhe engineering shoring plan. However, if vehicles, equipment, materials, etc., are kept a minimum distance equal to dhe height of the excavation away from dhe edge of dhe excavation, this surcharge load need not be applied. CANTILEVERED SH =ETING BRACED SHEETING 9 .' H Li = = 9....; H = 1 a—= 30 H psf - I = 72�sf I i _ >== 25 H psf = I = =—f_ P_Total = 72 psf + 30 H psf I 1TTotal = 72 psf + 25 H psf I— —I SHORING DESIGN: LATERAL SHORING PRESSURES Design of dhe shield struts should be based on a value of 0.65 times the indicated pressure, Pa, for dhe approximate trench depth. The wales and sheeting can be designed for a value of 2/3 dhe design strut value. .7 yG �I STRUTS (typ-) — — SHIELD (typ-) �Ir I H, Allmn ~ Hsh UNDISTURBED SOIL BEDDING Pa = 30 Hsh psf Dt HEIGHT OF SHIELD, Hsh = DEPTH OF TRENCH, Dt , MINUS DEPTH OF SLOPE, H, TYPICAL SHORING DETAIL Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 9 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS Placement of the shield may be made after the excavation is completed or driven down as the material is excavated from inside of the shield. If placed after the excavation, some overexcavation may be required to allow for the shield width and advancement of the shield. The shield may be placed at either the top or the bottom of the pipe zone. Due to the anticipated fliinness of the shield walls, removal of the shield after construction should have negligible effects on the load factor of pipes. Shields may be successively placed "Vida conventional trenching equipment. For safety reasons, we recommend that vehicles, equipment, materials, etc. should be set back away from the edge of temporary excavations a minimum distance of 15 feet from the top edge of the excavation while personnel are inside the excavation. Surface waters should be diverted away from temporary excavations and prevented from draining over the top of the excavation and down the slope face. During periods of heavy rain, the slope face should be protected "Vida sandbags to prevent drainage over the edge of the slope, and a visqueen liner placed on the slope face to prevent erosion of the slope face. Periodic observations of the excavations should be made by the geotechiucal consultant to verify that the soil conditions have not varied from those anticipated and to monitor the overall condition of the temporary excavations over time. If at any time during construction conditions are encountered which differ from those anticipated, the geotechiucal consultant should be contacted and allowed to analyze the field conditions prior to commencing work "Vidalia the excavation. Cal/OSHA construction safety orders should be observed during all underground work. 3.14 Geotechnical Observation and Testing During Excavation The geoteclulical engineer should be contacted to provide observation and testing during the following stages of grading: • During the clearing and grubbing of dhe site. • During dhe demolition of any existing structures, buried utilities or other existing improvements. • During excavation and overexcavation of compressible soils. • During all phases of grading including ground preparation and filling operations. • NX''hen any unusual conditions are encountered during grading. A final geotechnical report summarizing conditions encountered during grading should be submitted upon completion of the rough grading operations. 3.15 Additional Geotechnical Observation and Testing After the completion of grading the geoteclulical engineer should be contacted to provide additional observation and testing during the following construction activities: • During trenching and backfilling operations of buried improvements and utilities to verify proper backfill and compaction of the utility trenches. • After excavation and prior to placement of reinforcing steel or concrete wid-in footing trenches to verify that footings are properly founded in competent materials. • During fine or precise grading involving the placement of any fills underlying driveways, sidewalks, walkways, or other miscellaneous concrete flatwork to verify proper placement, mixing and compaction of fills. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 10 1'1��RMA Group Nytatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS • NXIen any unusual conditions are encountered during construction. 4.00 CLOSURE The findings, conclusions and recommendations in dais report were prepared in accordance "Vida generally accepted engineering and geologic principles and practices. No other warranty, either expressed or implied, is made. This report has been prepared for Steve P Rados, Inc. to be used solely for design purposes. rtlyone using dais report for any other purpose must draw their own conclusions regarding required construction procedures and subsurface conditions. The geotechiucal and geologic consultant should be retained during dhe earthwork and foundation phases of construction to moiutor compliance "Vida dhe design concepts and recommendations and to provide additional recommendations as needed. Should subsurface conditions be encotuitered during construction that are different from those described in dais report, dais office should be notified immediately so that our recommendations may be re-evaluated. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 11 ' " Group FIGURES AND TABLES Agreement No. 5967 GEOTECHNICAL CONSULTANTS p RMA +i Group N,".Y'"erY Pre1ea atter$i4V'IDnr�"WJ'.If'p'1'�'8C"'7r'rID,�,�iA/7X6','s. d Agreement No. 5967 GEOTECHNICAL CONSULTANTS SITE LOCATION MAP Scale: 1" = 4,000' Base Tap: CDMG, Special Studies Zones Map for Veiuce Qadrangle, 1986. E ❑S ❑❑❑❑d ❑ ❑P ❑❑ ❑ S mow❑ ❑1 Steve P. Rados, Inc. — Engineering Contractor RMA J ❑❑ N ❑. ill 710428 101 F11111r❑1 RM A p ,� Group N,".Y'"l"�'�rY Pre1ea atte'i'$i Agreement No. 5967 GEOTECHNICAL CONSULTANTS Q. REGIONAL GEOLOGIC MAP Scale: 1" = 10,000' Partial Legend Qb - Beach Deposits Qe - Eolian Deposits Qoe - Older Eolian Deposits Source: Campbell, R.H, 2014, Preliminary Geologic Map of dhe Los Angeles 30'x60' Quadrangle. E ❑S ❑❑❑❑d ❑ ❑P ❑❑ ❑ S mow❑ ❑1 RMA J ❑❑ N [].ill 7104 2 8 101 Steve P. Rados, Inc. — Engineering Contractor F[Ellir❑2 ' \ Qyf �+ of I,_ ..� j�• %, / � ' O �w a y'bf ' 1 Q oe' REGIONAL GEOLOGIC MAP Scale: 1" = 10,000' Partial Legend Qb - Beach Deposits Qe - Eolian Deposits Qoe - Older Eolian Deposits Source: Campbell, R.H, 2014, Preliminary Geologic Map of dhe Los Angeles 30'x60' Quadrangle. E ❑S ❑❑❑❑d ❑ ❑P ❑❑ ❑ S mow❑ ❑1 RMA J ❑❑ N [].ill 7104 2 8 101 Steve P. Rados, Inc. — Engineering Contractor F[Ellir❑2 ti CID LO 6 Z C N N N 2 N H Z J N Z O U J Q U Z 2 U W H O W 0 I I I I I -I� I I a M 7 I I 1 0 Q 1 LL ti VA ■ W A p RMA +i Group N,".Y'"erY PwrejeI" iMattI rs:i 4V'IDnr�"WJ'. A"P'p'1'�'8C"' 7N'CID,�,�✓A/7X6'!s. $:'45A'A'W Agreement No. 5967 GEOTECHNICAL CONSULTANTS "s Y 1111111110 L"Id ', t T I CREED ETD I T341 Y" SITE ' A REGIONAL FAULT MAP Legend © -Fault Number in map database Green indicates faults showing evidence of displacement during late Quaternary time Base Tap: Califoriva Geological Survey, 2010, Fault Activity Map E ❑S ❑❑❑❑d ❑ ❑P ❑❑ ❑ S mow❑ ❑1 RMA J ❑❑ N ❑. ❑1710428 101 Steve P. Rados, Inc. — Engineering Contractor F[Ellir❑4 1'1��RMA Group NVIalters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS NOTABLE FAULTS WITHIN 100 KILOMETERS AND SEISMIC DATA Notes: Fault geometry - (ss) strike slip, (r) reverse, (n) normal, (rl) right lateral, (11) left lateral, (o) oblique Fault and Seismic Data - California Geological Survey (Cao), 2003 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 1 Maximum Slip Distance Distance Moment Rate Fault Zone & geometry (km) (mi.) Magnitude (mm/yr) Anacapa-Dume (r -11-o) '0 16 7.5 3.0 Channel Islands Thrust (r) 7.^ 48 7.5 1.5 Chino -Central Ave. (rl-r-o) 5`7 35 6.7 1.0 Clamshell-Sawpit (r) A,^. 30 6.5 0.5 Cleghom (11 -ss)^. 61 6.5 3.0 Compton Blind Thrust II 7 11 7 1.4 Coronado Bank (rl-ss) x 7 54 7.4 3.0 Cucamonga (r) o X 42 6.9 5.0 Elsinore - Glen Ivy (rl-ss) TY, 45 6.8 5.0 Upper Elysian Park (r) :'.1 14 6.4 1.3 Hollywood (11 -r -o) II 7 11 6.4 1.0 Holser (r) 5 II 32 6.5 0.4 Malibu Coast (11 -r -o) 15 9 6.7 0.3 Newport -Inglewood (rl-ss) 6 6.9 1.5 Newport -Inglewood - Offshore (rl-ss o O 37 7.1 1.5 Northridge (r) 16 7 1.5 Oak Ridge - onshore (r) 5"b 37 7.0 4.0 Oak Ridge - Mid Channel (r) Xo 53 6.6 1.0 Oak Ridge - Blind Thrust Offshore (r 75 47 7.1 3.0 Palos Verde (rl-ss) 7 4 7.3 3.0 Puente Hills Blind Thrust (r) II `^. 11 7.1 0.7 Raymond (11 -r -o) 17 6.5 1.5 San Andreas - Coachella (rl-ss) 75 47 7.2 25.0 San Andreas (rl-ss) 75 47 7.5 24.0 San Andreas - Mojave (rl-ss) 75 47 7.4 30.0 San Cayetano (r) 6A 40 7.0 6.0 San Gabriel (rl-ss) N5 28 7.2 1.0 San Jacinto - San Bernardino (rl-ss) 57 6.7 12.0 San Joaquin Hills (r) 5232 6.6 0.5 San Jose (11 -r -o) 5232 6.4 0.5 Santa Monica (11 -r -o) 1131 8 6.6 1.0 Santa Susana (r) N., 27 6.7 5.0 Santa Ynez (11 -ss) Xo 53 7.0 2.0 Sierra M adre (r) ' x 24 7.2 2.0 San Fernando (r) A0 25 6.7 2.0 Simi -Santa Rosa (11 -r -o) A"b 30 7 1.0 Verdugo (r) II 19 6.9 0.5 Whittier(rl-ss) 'x 24 6.8 2.5 Notes: Fault geometry - (ss) strike slip, (r) reverse, (n) normal, (rl) right lateral, (11) left lateral, (o) oblique Fault and Seismic Data - California Geological Survey (Cao), 2003 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 1 1'1��RMA Group NVlalters'ursaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS HISTORIC STRONG EARTHQUAKES IN SOUTHERN CALIFORNIA SINCE 1812 Notes: Earthquake data: U.S. Geological Survey P.P. 1515 & online data, Southern California Earthquake California Geological Survey online data Magnitudes prior to 1932 are estimated from intensity. Magnitudes after 1932 are moment, local or surface wave magnitudes. Site Location: Site Longitude: - 118.42304 Site Latitude: 33.9299 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 2 Epicentral Distance Date Event Causitive Fault Magnitude (miles) Dec. 12, 1812 Wrightwood San Andreas? 7.3 46 Jan. 9, 1857 Fort Tejon San Andreas 7.9 211 Dec. 16, 1858 San Bernardino Area uncertain 6.0 66 Feb. 9,1890 San Jacinto uncertain 6.3 130 May 28, 1892 San Jacinto uncertain 6.3 130 July 30, 1894 Lytle Creek uncertain 6.0 55 July 22, 1899 Cajon Pass uncertain 6.4 60 Dec.25, 1899 San Jacinto San Jacinto 6.7 84 Sept. 20, 1907 San Bernardino Area uncertain 5.3 80 May 15, 1910 Elsinore Elsinore 6.0 62 April 21, 1918 Hemet San Jacinto 6.8 85 July 23, 1923 San Bernardino San Jacinto 6.0 66 March 11, 1933 Long Beach Newport -Inglewood 6.4 30 April 10, 1947 Manix Manix 6.4 133 Dec. 4, 1948 Desert Hot Springs San Andreas or Banning 6.5 120 July 21, 1952 Wheeler Ridge White Wolf 7.3 82 Feb. 9, 1971 San Fernando San Fernando 6.6 33 July 8, 1986 North Palm Springs Banning or Garnet Hills 5.6 107 Oct. 1, 1987 Whittier Narrows Puente Hills Thrust 6.0 22 Feb. 28, 1990 Upland San Jose 5.5 45 June 28, 1991 Sierra Madre Clamshell Sawpit 5.8 34 April 22, 1992 Joshua Tree Eureka Peak 6.1 124 June 28, 1992 Landers Johnson Valley & others 7.3 118 June 28, 1992 Big Bear uncertain 6.5 95 Jan. 17, 1994 Northridge Northridge Thrust 6.7 21 Oct. 16, 1999 Hector Mune Lavic Lake 7.1 135 Notes: Earthquake data: U.S. Geological Survey P.P. 1515 & online data, Southern California Earthquake California Geological Survey online data Magnitudes prior to 1932 are estimated from intensity. Magnitudes after 1932 are moment, local or surface wave magnitudes. Site Location: Site Longitude: - 118.42304 Site Latitude: 33.9299 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 2 ' " Group APPENDIX A FIELD INVESTIGATION Agreement No. 5967 GEOTECHNICAL CONSULTANTS 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- APPENDIX A FIELD INVESTIGATION A-1.00 FIELD EXPLORATION A-1.01 Number of Borings Agreement No. 5967 GEOTECHNICAL CONSULTANTS Our subsurface investigation consisted of 2 boring drilled "Vida a Cl\IE-75 track mounted hollow stem auger drill rig. A-1.02 Location of Borings A Site Geologic 1\Iap showing dhe approximate locations of dhe borings is presented as Figure 3. A-1.03 Boring Logging Logs of borings were prepared by one of our staff and are attached in this appendix. The logs contain factual information and interpretation of subsurface conditions between samples. The strata indicated on these logs represent the approximate boundary between earth uiuts and the transition may be gradual. The logs show subsurface conditions at the dates and locations indicated, and may not be representative of subsurface conditions at other locations and times. Identification of the soils encountered during the subsurface exploration was made using the field identification procedure of the Unified Soils Classification System (AST1NI D2488). A legend indicating the symbols and defiiutions used in dais classification system and a legend defining the terms used in describing the relative compaction, consistency or firmness of the soil are attached in this appendix. Bag samples of the major earth uiuts were obtained for laboratory inspection and testing, and the in-place density of the various strata encotuitered in the exploration was measured. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A - 1 1'1��RMA Group Nytalters'�rtaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- W W O to U) O U (n _ — tt O U — w J w O LL N c LU w N < ° w J U — �' — Z N � o o � Q C'2wo Q Z oz N —�Q $ r N z N -- g a U ofO h M MAJOR DIVISIONS GROUP GRAVELS Organic slits and organic silty days of low (More than 50% of fire tractions plasticity LARGER than the No 4 neve sze COARSE SOILS GRAINED SOILS GW (More than 50°6 of CLEAN material is LARGER (More than 504% of matenal is SMALLER than No 200 leve size) \ fine sandy or silty soils, elastic silts SANDS SILTS AND CLAYS (More than 504% of rse fraction is SMALLER than the DGP No 4 sieve s¢e) Agreement No. 5967 GEOTECHNICAL CONSULTANTS of ed GROUP Organic slits and organic silty days of low TYPICAL NAMES plasticity SYMBOLS • SOILS •C GW Well graded gravel, gravel -sand mixtures CLEAN • (More than 504% of matenal is SMALLER ttlea nofnes \ fine sandy or silty soils, elastic silts than 2°°sieve SILTS AND CLAYS GRAVELS lunge or no tines) DGP Poorly graded gravel a gravel -sand mixtures, little a no fines OH Organic days of medium to high plasticity, GM Silty gravels, gravel -sand -silt mixtures. GRAVELS HIGHLY ORGANIC SOILS Pt WITH FINES Peat and other highly organic sols. (Appreciable amt GC clayey gravels, gravel -sand -clay mixtures of fines( / SW Well graded sands, gravelly sands, little or CLEAN • no fines. SANDS . . . (utile or no fines) • • • SP Poorly graded sands a gravelly sands, little ornofines ••I �: SM Silty sands, sand -silt mixtures. SANDS ••� WITH FINES (Appreciable SC Clayey sands, sand -Gay mixtures am.M.ffines( I Inorganic silts and very fine sands, rock Hour I ML silty a clayey fine sands a clayey silts with slight plasticity / I G I t t nagac ass sandy oias m piciry, SILTS AND CLAYS / CL gravellyyclays, sandy Gays, silty ty Gays, lean (Liquid limit LESS than 50) / Gays FINEOL Organic slits and organic silty days of low plasticity GRAINED SOILS MH Inorganic silts. micaceatsadiatamaceous (More than 504% of matenal is SMALLER \ fine sandy or silty soils, elastic silts than 2°°sieve SILTS AND CLAYS CH Inorganic Gays of high plasticity, fat clays (Liquid limit GREATER than 50) OH Organic days of medium to high plasticity, organic silts HIGHLY ORGANIC SOILS Pt Peat and other highly organic sols. BOUNDARY CLASSIFICATIONS Soils possessing characteristics of two groups are designated by combinations of group symbols. UNIFIED SOIL CLASSIFICATION SYSTEM Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A - 2 Agreement No. 5967 1'1��RMA Group Nytalters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- GEOTECHNICAL CONSULTANTS I. SOIL STRENGTH/DENSITY BASED ON STANDARD PENETRATION TESTS Compaction Compactness Compactness of sand Consistency of clay Penetration Resistance N Compactness Penetration Resistance N Consistency (blows /Ft) (blows/ft) Very Dense 0-4 Very Loose <2 Very Soft 4-10 Loose 2-4 Soft 10-30 Medium Dense 4-8 Medium Stiff 30-50 Dense 8-15 Stiff >50 Very Dense 15-30 Very Stiff >30 Hard N = Number of blows of 140 lb. weight falling 30 in. to drive 2 -in OD sampler 1 ft. BASED ON RELATIVE COMPACTION Compactness of sand Compaction Compactness <75 Loose 75-83 Medium Dense 83-90 Dense >90 Very Dense II. SOIL MOISTURE Moisture of sands Moisture Description <5% Dry 5-12% Moist > 12% Very Moist Consistency of clay Compaction Consistency <80 80-85 85-90 >90 Moisture of clays Moisture <12% 12-20% >20% SOIL DESCRIPTION LEGEND Soft Tedium Stiff Stiff Very Stiff Description Dry Moist Very Moist, wet Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A - 3 'IRMA Group F vcry /'r,, j ,/ Matters rwmv.rrrnocorrnlaank,s.coavr Date Dfilled: April5, 3017 Logged By: RF Location: See Site Geologic Map Samples 'C s?� N 5 N o U E 5, o 3 E I c� m o CO CO C) In i_ -Q fn r) f _ f c — ❑R 33 10— R 33 15 — [R 66 20— ❑S 41 25— SS 51 9.1 136.1 7.8 131.9 9.1 130.5 13.0 5.9 Agreement No. 5967 Sample Types: 0R - Ring Sample ®- Bulk Sample Nf - No Recovery Tl -Tube Sample FS _SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A - 4 Exploratory Boring Log Boring No. B-1 Sheet 1 of 2 Drilling Equipment: Trach inoiuited C11E-75 Bofing Hole Diameter: 8" Dfiae Weights: 140 lbs. Drop: 30" Material Description UQ U Q E This log contains factual information and interpretation of the subsurface conditions between the The this log the boundary between U) N samples. stratum indicated on represent approximate earth units and the transition may be gradual The log show subsurface condrtons atthe date and location indicated, and may not be representative of subsurface conditions at other locations and times. Sill Top 3" coveted a-ith grass stdicial till (at): Dafk bfoa-n silt• foie sand, medium dense, moist a-ith a fear foot • 1L'lffS a• Hand angered to 5 feet S11 Red bfoa-n silty tine sand, dense, moist, slightly nucaceous a• Tface afnoiuits foie gravel SP Yello v gray tine sand, cohesionless, poofl�ygfaded, vefy dense, moist, slightly nucaceous Sample Types: 0R - Ring Sample ®- Bulk Sample Nf - No Recovery Tl -Tube Sample FS _SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A - 4 'IRMA Group F vcry /'r,, j ,/ Matters rwmv.rrrnocorrnlaank,s.coavr Date Dulled: Apu15, 3017 Logged By: RF Location: See Site Geologic Map 50 — 55 — Agreement No. 5967 Exploratory Boring Log Boring No. B-1 Sheet 2 of 2 Dulling Eclulpment: Track mounted CME -75 Boring Hole Diametei: 8" Drive Weights: 140 lbs. Drop: 30" Material Description (n -F OThis log contains factual information and interpretation of the subsurface conditions between the C) N 0 samples. The stratum indicated on this log represent the approximate boundary between earth units D >, and the transition may be gradual The log show subsurface condtons atthe date and location �U) indicated, and may not be representative of subsurface conditions at other locations and times. SP Yelloxv gray- tine sand, cohesionless, poofl�ygraded, vefy dense, moist, slighth- nucaceous Total depth 36.5rt No ground-,atei encoiuitered Hole back tilled Sample Types: ® - Ring Sample ® - Bulk Sample El -No Recovery F - Tube Sample ES - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A-5 Samples > E Q 0 3 EO O CO l.- mo CO m2:U C2 U) in r) _ I_J 51 6.3 35— �S 63 5.4 40 — 45 — 50 — 55 — Agreement No. 5967 Exploratory Boring Log Boring No. B-1 Sheet 2 of 2 Dulling Eclulpment: Track mounted CME -75 Boring Hole Diametei: 8" Drive Weights: 140 lbs. Drop: 30" Material Description (n -F OThis log contains factual information and interpretation of the subsurface conditions between the C) N 0 samples. The stratum indicated on this log represent the approximate boundary between earth units D >, and the transition may be gradual The log show subsurface condtons atthe date and location �U) indicated, and may not be representative of subsurface conditions at other locations and times. SP Yelloxv gray- tine sand, cohesionless, poofl�ygraded, vefy dense, moist, slighth- nucaceous Total depth 36.5rt No ground-,atei encoiuitered Hole back tilled Sample Types: ® - Ring Sample ® - Bulk Sample El -No Recovery F - Tube Sample ES - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A-5 'IRMA Group F vcry /'r,, j ,/ Matters rwmv.rrrnocorrnlaank,s.coavr Date Dfilled: April5, 3017 Logged By: RF Location: See Site Geologic Map Samples 'C s?� N 5 N o U E 5, o 3 E I c� m o CO CO C) In i_ -Q fn r) f _ f c — ❑R 31 10— F 30 15 — ❑R 18 20— �S 35 25— SS 39 9.3 137.6 8.0 117.4 10.6 113.6 163 6.1 Agreement No. 5967 Sample Types: 0R - Ring Sample ®- Bulk Sample Nf - No Recovery Tl -Tube Sample FS _SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A - 4 Exploratory Boring Log Boring No. B-2 Sheet 1 of 2 Drilling Equipment: Trach inoiuited C11E-75 Bofing Hole Diameter: 8" Dfiae Weights: 140 lbs. Drop: 30" Material Description UQ U Q E This log contains factual information and interpretation of the subsurface conditions between the The this log the boundary between U) N samples. stratum indicated on represent approximate earth units and the transition may be gradual The log show subsurface condrtons atthe date and location indicated, and may not be representative of subsurface conditions at other locations and times. Sill Top 3" coveted a-ith grass stdicial till (at): Dafk bfoa-n silt• foie sand, medium dense, moist a-ith a fear foot • 1L'lffS a• Hand angered to 7 feet S11 Red bfoa-n silty tine sand, dense, moist, slightly nucaceous SP Yello v gray tine sand, cohesionless, poofl�ygfaded, vefy dense, moist, slightly nucaceous Sample Types: 0R - Ring Sample ®- Bulk Sample Nf - No Recovery Tl -Tube Sample FS _SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A - 4 'IRMA Group F vcry /'r,, j ,/ Matters rwmv.rrrnocorrnlaank,s.coavr Date Dulled: Apu15, 3017 Logged By: RF Location: See Site Geologic Map 50 — 55 — Agreement No. 5967 Exploratory Boring Log Boring No. B-2 Sheet 2 of 2 Dulling Eclulpment: Track mounted CME -75 Boring Hole Diametei: 8" Drive Weights: 140 lbs. Drop: 30" Material Description (n -F OThis log contains factual information and interpretation of the subsurface conditions between the C) N 0 samples. The stratum indicated on this log represent the approximate boundary between earth units D >, and the transition may be gradual The log show subsurface condtons atthe date and location �U) indicated, and may not be representative of subsurface conditions at other locations and times. SP Yelloxv gray- tine sand, cohesionless, poofl�ygraded, vefy dense, moist, slighth- nucaceous Total depth 36.5rt No ground-,atei encoiuitered Hole back tilled Sample Types: ® - Ring Sample ® - Bulk Sample El -No Recovery F - Tube Sample ES - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A-5 Samples > E Q 0 3 EO O CO l.- m o CO m2:U C2 U):8 in r) _ I_J 38 6.1 35— �S 46 5.8 40 — 45 — 50 — 55 — Agreement No. 5967 Exploratory Boring Log Boring No. B-2 Sheet 2 of 2 Dulling Eclulpment: Track mounted CME -75 Boring Hole Diametei: 8" Drive Weights: 140 lbs. Drop: 30" Material Description (n -F OThis log contains factual information and interpretation of the subsurface conditions between the C) N 0 samples. The stratum indicated on this log represent the approximate boundary between earth units D >, and the transition may be gradual The log show subsurface condtons atthe date and location �U) indicated, and may not be representative of subsurface conditions at other locations and times. SP Yelloxv gray- tine sand, cohesionless, poofl�ygraded, vefy dense, moist, slighth- nucaceous Total depth 36.5rt No ground-,atei encoiuitered Hole back tilled Sample Types: ® - Ring Sample ® - Bulk Sample El -No Recovery F - Tube Sample ES - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater - End of Boring RMA Project No.: 17-0428-01 Page A-5 ' " Group APPENDIX B LABORATORY TESTS Agreement No. 5967 GEOTECHNICAL CONSULTANTS 1'1��RMA Group NVtatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- APPENDIX B LABORATORY TESTS B-1.00 LABORATORY TESTS B-1.01 Maximum Density Agreement No. 5967 GEOTECHNICAL CONSULTANTS Maximum density - optimum moisture relationships for dhe major soil types encountered during dhe field exploration were performed in dhe laboratory using dhe standard procedures of AST1\l D1557. B-1.02 Expansion Tests Expansion index tests were performed on representative samples of dhe major soil types encountered by dhe test methods outlined in AST1\l D4829. B-1.03 Soluble Sulfates and Chlorides A test was performed on representative sample encountered during dhe investigation using dhe Caltrans Test Methods Ml 417 and CT1\1422. B-1.04 Soil Reactivity (pH) and Electrical Conductivity (Ec) Representative soil sample was tested for soil reactivity (pH) and electrical conductivity (Ec) using Califoriva Test Method S3.0 and S5.0. The pH measurement determines dhe degree of acidity or alkafiiuty in dhe soils. The Ec is a measure of dhe electrical resistivity and is expressed as dhe reciprocal of dhe resistivity. B-1.05 Particle Size Analysis Particle size analysis was performed on representative samples of dhe major soils types in accordance to dhe standard test methods of dhe ASTM D422. The hydrometer portion of dhe standard procedure was not performed and dhe material retained on dhe #200 screen was washed. B-1.06 Direct Shear Direct shear tests were performed on representative samples of dhe major soil types encountered in dhe test holes using dhe standard test method of ASTM D3080 (consolidated and drained). Tests were performed on remolded samples. Remolded samples were tested at 90 percent relative compaction. Shear tests were performed on a direct shear machine of dhe strain -controlled type. To simulate possible adverse field conditions, dhe samples were saturated prior to shearing. Several samples were sheared at varying normal loads and dhe results plotted to establish dhe angle of dhe internal friction and cohesion of dhe tested samples. B-1.07 Moisture Determination Moisture content of dhe soil samples was performed in accordance to standard method for determination of water content of soil by drying oven, AST1\l D2216. The mass of material remaining after oven drying is used as dhe mass of dhe solid particles. B-1.08 Test Results Test results for all laboratory tests performed on dhe subject project are presented in this appendix. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 1 1'1��RMA Group Nytatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- SAMPLE INFORNIATION Sample Sample Number Description 1 Dark brown silty sand I\IAXIl\IUl\t DENSITY - OPTINIUNI MOISTURE Test Nledaod: ASTM D 15 57 Sample Number 1 Optimum I\Ioisture (Percent) 8.1 Agreement No. 5967 GEOTECHNICAL CONSULTANTS Sample Location Boring No. Depth (ft) B-1 0 to 5 feet I\Iaximum Density (lbs/ft3) 133.4 EXPANSION TEST Test NIedaod: ASTM D4829 I\Ioldiiig Final Iiutial Moisture I\Ioisture Dry Sample Content Content Density Expansion Expansion Number (Percent) (Percent) (lbs/ft3) Index Classification 1 9.2 12.2 117.3 0 Very low SOLUBLE SULFATES AND CHLORIDES Test Nledaod: CT1NI 417 and CT1NI 422 Sample Soluble Sulfate Number (ppm) B-1 (D 3-6 feet 67 SOIL REACTIVITY (pH) AND ELECTRICAL CONDUCTIVITY Test Nledaod: AST1NI D4972 Chlorides (ppm) 43 Sample Resistivity Number pH (Ohm -cm) B-1 (D 3-6 feet 7.7 6,700 SAND EOUIVALENT Test NIedaod: ASTM D2419 Sample Sand Number Equivalent 1 22 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 2 Agreement No. 5967 1'1��RMA Group Matters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- GEOTECHNICAL CONSULTANTS PARTICLE SIZE ANALYSIS ASTM D422 Sample Id: B-1 C& 2 to 5 feet Dry Net Weight (gms): 500 Net Retained Net Passing Screen Size Weight (lbs) Weight (lbs) % Passing 3" 0 500.0 100 1-1/2" 0 500.0 100 3/4" 0 500.0 100 3/8" 0 500.0 100 44 1.9 498.1 100 48 13.1 486.9 97 416 28.0 472.0 94 430 64.9 435.1 87 450 281.9 218.1 44 4100 396.9 103.1 21 4200 424.3 75.7 15 100 90 80 70 ` 60 \` 50 \ 40 30 \ 20 10 0 100 10 1 0.1 0.01 Grain Size (mm) 0 Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 3 ~1'1��RMA Group •"e'er°�° i'r°r,:�r°.r,°.P NVta"Ilters' �rsaow+.yrrparr crrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS DIRECT SHEAR TEST ASTM D3080 2500 2000 500 0 0 Sample ID: 1 Location: B-1 at 0-5ft Maximum Dry Density (pcf) = 133.4 Residual Shear Resist 360 682 1180 Peak /f- Residual 500 1000 1500 2000 2500 Normal Stress (ps1) Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 4 Optimum Moisture Content (°%) = 8.1 Initial Dry Density (pcf = 120.1 Initial Moisture Content (°%) = 8.1 Final Moisture Content (°%) = 15.8 Normal Peak Pressure Shear Resist 500 578 1000 922 2000 1581 Peak Residual Cohesion (psf = 250 110 Friction .Angle (deg) = 34 28 Residual Shear Resist 360 682 1180 Peak /f- Residual 500 1000 1500 2000 2500 Normal Stress (ps1) Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 4 ' " Group APPENDIX C REFERENCES Agreement No. 5967 GEOTECHNICAL CONSULTANTS 1'1��RMA Group Nytalters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- APPENDIX C REFERENCES Agreement No. 5967 GEOTECHNICAL CONSULTANTS 1. Bedrossian, T.L. and Roffers, P.D., 2010, Geologic Compilation of Quaternary Surficial Deposits in Southern Califoriva, Long Beach 30'x60' Quadrangle: Califoriva Geological Survey Special Report 217, Plate 10. 2. Bryant, W.A. and Hart, ENV., 2007, Fault -Rupture Hazard Zones in Califoriva: Califoriva Department of Conservation, Division of Mines and Geology Special Publication 42, Interim Revision 2007 and online updates. 3. Califoriva Building Standards Commission, 2016 Califoriva Building Code. 4. Califoriva Department of Conservation, Division of Mines and Geology, 2008, Guidelines for Evaluating and Mitigating Seismic Hazards in Califoriva, Special Publication 117A. 5. California Division of Mines and Geology, 1998, Seismic Hazards Zone Report for dhe 7.5' Venice, Seismic Hazard Zone Report 036. 6. California Division of Mines and Geology, 1999, Earthquake Zones of Required Investigation for dhe Vetuce Quadrangle, Released 1\1arch 25, 1999. 7. Califoriva Division of Oil, Gas and Geothermal Resources, 2002, Oil, Gas and Geothermal Map #254, Los Angeles County, Califoriva dated August 22, 2002. 8. Califoriva Division of Oil, Gas and Geothermal Resources, 1992, Califoriva Oil and Gas Fields Volume II — Southern, Central Coastal, and Offshore Califoriva Oil and Gas Fields. 9. Califoriva Division of Oil, Gas and Geothermal Resources, 2014, Division of Oil, Gas and Geothermal Resources NVell Finder, http://x-,-x-,-xv.conserva6on.ca.gov/dog/Pages/NVeUFinder.aspx. 10. Califoriva Geological Survey, 2015, Fault Activity Map of Califoriva. 11. CivilTech (2012), Liquef ,Pro, Version 5.8n, CivilTech Software. 12. City of El Segundo General Plan, 1992. 13. County of Los Angeles General Plan, 2015. 14. Google Earth, 2009, 2008, 2007, 2006, 2005, 2003, 2002, and 1994, Aerial Photographs. 15. Historicalaerials.com, 2005, 2003, 1980, 1978, 1977, 1972, 1954, and 1953, Aerial Photographs. 16. Jeniungs, C.W., and Bryant, NV.A, 2010, Fault Activity Map of Califoriva, Califoriva Geological Survey, Geologic Data 1\1ap No. 6. 17. Martin, G.R. and Lew, M., 1999, Recommended Procedures for Implementation of DNIG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction Hazards in Califoriva, Southern Califoriva Earthquake Center publication. 18. Ninyo and Nloore, 2009, Geotechiucal Evaluation Salutary Sewer Pump Station No. 1 Improvements and Elimination of Pump Station No. 7 625 West Acacia Avenue and 640 Vi '111a Street, El Segundo, Califoriva, Porject Number 207665001, dated June 15, 2009. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 1 1'1��RMA Group Nytatters'�rsaow+.yrrparrcrrna�aKrrai�:°�.a°rraro- Agreement No. 5967 GEOTECHNICAL CONSULTANTS 19. Seed, H.B. and NX'hitman, R.V., 1970, Design of Earth Structures for Dynamic Loads i/I American Society of Civil Engineers Specialty Conference State -of -the Art Paper, Lateral Stresses in the Ground and Design of Earth- Retaiiung Structures. 20. Tokimatsu, K. and Seed, H.B., 1987, Evaluation of Settlements in Sands Due to Earthquake Shaping, Journal of Soil Nlechaiucs and Foundation Engineering, Vol. 113, No. 8. 21. U.S. Army Corps of Engineers, 2003, Engineering and Design - Stability Analysis of Concrete Structures, Publication CECW-E, Circular No. 1110-2-6058, Appendix G, http://x-,A-,Av.usace.army.mil/pubhca6ot-is/etig- circulars/ecl 110-2-6058/ 22. U.S. Geological Survey, 2016, Seismic Design Naps Calculator, Version 3.1.0, ASCE 7-10 Standard, htpp://eartliquake.usgs.goN,/desi.gi-imaps/us/report. 23. Ziony, J.I., 1985, Evaluating Earthquake Hazards in the Los Angeles Region, U.S. Geological Survey Professional Paper 1360. 24. Ziony, J.I, Jones, 1\1. J., 1989, 1\1ap Showing Late Quaternary Faults and 1978-84 Seismicity of the Los Angeles Region in Coastal Southern Califoriva, U.S. Geological Survey Nliscellaneous Field Studies 1\1ap NIF-1964. 25. Ziony, J.I, et al, 1974, Preliminary 1\1ap Showing Recency of Faulting in Coastal Southern California, U.S. Geological Survey NTiscellaneous Field Studies 1\1ap NIF-585. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 2 Agreement No. 5967 AKM Consulting Engineers Submittal Review Comments AKM Job No. 1030911.30 Project: El Segundo Pump Station Modifications 1&7 PW 16-07 Project Manager: Lifan Xu Submittal Title: Geotechnical Investigation Submittal Number: 045 Specification Section: 01011 1.9 Reviewed By: Zeki Kayiran Date Returned: 2017-05-23 Revision: 000 Date Received: 2017-05-17 Discipline: The following submittal review for the above mentioned project have been examined with the resulting action as indicated. Approval of the submittal indicates only that no deviation from the specific requirements of the contract documents has been found. Nothing in this approval shall be construed as revising, in any way, the requirements for a fully integrated and operable system as specified. Neither does an approval provide authorization to deviate from Contract Documents without specific designated approval for such deviation. Page 1 of 1 ,,,,,... ,,.,. ,... ............. AM..' See comments on page _.mm.. ..................next MAKE Fdi,::IXIX A9'k NOTED ('11 m'I:kINr YgI v: Illr',lo a;pr5O11fl a'YII'WWY Y7 fl'N4•;, e ' Ilp�li dl"I k:'011elll',DVie:NI'N4.eWith aVw ill bfY.INPNNn'NQVN:MII4 El REJECTED NIXIYINN'tl Ild flV'Nf; f',: (p Y7iQ d'a'6 dare P,IXr]P;: N. Alfltld9l'7ire "'i, I dIIT1Y: rl' ,•J N'NN'm to till R EM E AND Nq'yld;rfl'NY'n.fl Pon fllPO p'nol'd'dom ^tolyr Qra aP°Nm, 4' allaoq'Y;awuitldor IIpil' tlfl.0o 5$ "Al 10 flt, l goa:1'YIIUIIqu.NX:r.'.;'of (^.a:VYY14:6QPd'.wt Y6)m wield lot N1 P;O;ioll'PVjm;yrellon M Ql"'Iim 'vucl N'Qn;, o Will:a ,"sQJI O41�IX� v�....,...,..w......... .,,,.,...,.,«...�..��...�.�,.,,,..,�.�, IF' fl..�{�V" ('.DI Page 1 of 1 Agreement No. 5967 City ofElSegundo Modification ofPump Station No.1 and No.7 Submittal No.45,Geotechnical Investigation Review Comments: Revise and Resubmit l. The submittal provides recommendations for grading, backfill and compaction. These are covered by the project's plans and specifications, and need to be removed from the submittal. I. Section 3.11 Lateral Load Resistance shows a passive earth pressure of 350 pcf. Please verify unit and value. l Section 3.14 Temporary Slopes and Shoring recommends "a uniform lateral pressure of 72 psf for the normal construction loads imposed by vehicles, equipment, materials, and workmen on the xurfaceadjacen1tothe1renchexcavabon"butdoesnotmendonanyequipmentweight. Further, this is inconsistent with the recommendation at the beginning of the last paragraph on page 10, which states "Vehicles, equipment materials, etc. should be set back away from the edge of temporary excavations a minimum distance of 15 feet from top edge of the excavation." Please address both. 4. As a reminder, the Contractor's Geotechnical Engineer is to prepare and submit a settlement monitoring plan, which can beaseparate submittal. 5. Also as a reminder, per project plans and specs, compaction under all slabs and structural foundations isminimum 9596ofmaximum density otoptimum moisture. Review by: Date: STEVE P. RADOS, INC. Engineering Contractors 2002 E. McFadden Avenue, Suite 200 Santa Ana, CA 92735 FAX: 1-714-835-2186 Phone: 1-714-835-4612 TO: Lifan Xu - Project Manager City of EI Segundo - Public Works Department 350 Main Street EI Segundo, CA, 90245 GENTLEMEN: Agreement No. 5967 LETTER OF TRANSMITTAL DATE JOB NO. 05/17/17 #715 SUBMITTAL No.: REV. #: Spec. Section: 45 1.9 RE: Project No. PW 16-07 Pump Station #1 and #7 Modifications Reference Spec Section) 1.9 SUB / SUPPLIER: RMA Group WE ARE SENDING YOU Q Attached ❑ Under separate cover via ❑� Shop Drawings ❑ Prints ❑ Plans ❑✓ Copy of Letter ❑ Change Order ❑ ITEM COPIES 1 1 Geotechnical Investigation THESE ARE TRANSMITTED as check below: ❑✓ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections For review and comment ❑ FOR BIDS DUE 19 REMARKS: COPY TO: SAF, FF Form No. 340 10/21197 DESCRIPTION the following items: Samples ❑ Specifications ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints F] PRINTS RETURNED AFTER LOAN TO US Signed: mac&Bcul*,gev' If enclosures are not as noted, kindly notify us at once. F/NJ/244/fm#340.x1s Agreement No. 5967 RMA Group °vert l'rY/ a;dmatters WWWIrxrMer)Mpelp`?if,'s.r()Yr8 GEOTECHNICAL CONSULTANTS GEOTECHNICAL INVESTIGATION FOR SEWER PUMP STATION #1 625 WEST ACACIA AVENUE EL SEGUNDO, CA for Steve P. Rados, Inc. — Engineering Contractor 2002 E McFadden .Ave, Ste 200 Santa Ana, CA 92705 May 11, 2017 1,-0428-01 Agreement No. 5967 RMA Group FXcry 11x -',yd IVftefS wtvv ,vin GEOTECHNICAL CONSULTANTS May 11, 201 - Steve P. Rados, Inc. — Engineering Contractor 2002 E McFadden Ave, Ste 200 Santa Ana, CA 92 %05 Attention: Mike Bollinger Subject: Geotechnical Investigation Sewer Pump Station #1 625 \Vest Acacia Avenue 1"1Segundo, CA Dear Mr. Bollinger: In accordance with your request, a geotechilical invcstigation has been completed for the above -referenced project. The report addresses both engmicering geologic and geotechnical conditions. The results of die investigation are presented in the accompanying report, which includes a description of site conditions, results of our field exploration and laboraton, testing, conclusions, and recommendations. We appreciate this opportunity to be of continued service to you. If you have any questions regarding this report, please do not hesitate to contact us at nous Respectfully submitted, In I,1 Gyoup- Ken Dowell, PG I CEG Project Geologist CEG, 247() Jorge NIeneses, Ph.D PE I GE I D.G-E Principal Geotechnical Engineer GE 3041 WAIEL No. 24 CERVIED ENGINEERM 0- GEOLOMST OF C Santa'"`a;Mrgarita Court Rancho Cucamonga, CA 917301 T. 909,989,1751 1 F 909,989,4287 1 www,rmacompanies.com RMA Group I°A tt rt 11r-./A't'1 Matters .vwv, rrrxre to nv rare i i carts T.1BLE OF CONTENTS 1.00 INTRODUCTION Agreement No. 5967 GEOTECHNICAL CONSULTANTS PAGE L01 Purpose 1 1,02 Scope of the Investigation 1 1.03 Site Location and Usage Description 1 1.04 Planned Usage 1 1.03 Investigation :Methods 1 2.00 FINDINGS 2.01 Geologic Setting 2 2.02 Earth Materials 2 2.03 F,tipansive Soils 2.04 Surface and Groundwater Conditions 2 2.05 Faults 3 2.06 I Iistoric Seismicitt, 3 2.07 blooding Potential 3 2.08 Landslides 3 3.00 CONCLUSIONS AND RECOMMENDATIONS 3 3.01 General Conclusion 3 3.02 General Earth�,vork and Grading 4 3.03 Earthwork Shrinkage and Subsidence 4 3.o,4 Removals and Overexcavation 4 3.03 R.ippability and Rock Disposal 5 3.06 Dewatering 5 3.()7 I^aulting 5 3.08 Seismic Design Parameters 5 3.09 Liquefaction and Secondary* Earthquake Hazards 6 3.10 Footing Excavation and Slab Preparations 3.11 Lateral Load Resistance 7 3.12 Drainage and Moisture Proofing 3.13 Cement Type and Corrosion Potential 9 3.14 Temporary- Slopes and Shoring <) 3.17 Utility Trench Backfill 11 3.16 Geotechnical Observation and Testing During Excavation 11 3.17 Additional Geot'eclnnical Observation and "resting 11 4.00 CLOSURE 12 Sewer Pump Station #1 May 11 2017 Steve P. Rados, Inc. RMA Job No.; 17-0428-01 Page i 14MA Group �°,a°a;t'y P'rx�/�^,'f Matkers, �v�vty.rrrrcra�>rrrXrtrrrie�s.a"c�r>`a TABLE OF CONI'ENI'S (Continued) FIGURES AND TABLES Figure 1 Site Location Map Figure 2 Regional Geologic Map Figure 3 Boring and Infiltration Location Map Figure 4 Regional Fault Map Table 1 Notable Faults within 100 Iim 'fable 2 1 listorical Strong Earthquakes APPENDICES Appendix A Field Investigation Appendix B I.,aboratot'v Tests Appendix- C General Earthwork and Grading Specifications Appendix D References Agreement No. 5967 GEOTECHNICAL CONSULTANTS Al B1 CI D1 Sewer Pump Station #1 ..„ , „.,, . , „, 7 .„ y 1, Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page ii RMA Group 1,' er)Pr�,io 1' Matters 4vt.°tv.rrrttzt';trttf>r',rrr7 .;'c rrt 1.00 INTRODUCTION 1.01 Purpose Agreement No. 5967 GEOTECHNICAL CONSULTANTS A geoteclxtucal uwestigation has been completed for the proposed Sewer Pump Station #1 expansion project. The project consists of renovations to an existing sewer pump station including a new wet well that will be about 28 feet deep, new pumps and electrical equipment. The project specifications require the contractor to provide an additional report to develop the Contractor's shoring and dewatering plan. 1.02 Scope of the Investigation The general scope of this iriVestigation included dne following: • Review of published and unpublished geologic, seismic, groundwater and geotechnical literature. • Review the project plans and specifications and a Geotechnical EA-aluation prepared for the project by Ninyo and Moore dated June 13, 2009. • Examination of aerial photographs. • Contacting of underground service alert to locate onsite utility luxes. • Logging, sampling and backfilling of 2 exploratotil borings drilled with a track mounted 011. 75 drill rig. • Laboratoty testing of representative soil samples. • Gcotechnical evaluation of the compiled data. • Preparation of this report presenting our fundings, conclusions and recommendations. Our scope of work did not include a preliminary site assessment for the potential of hazardous materials onsite. 1.03 Site Location and Usage Description Sewer Lift Station #I is located on the south side of :acacia Park. The address of the park is 625 `Fest Acacia Avenue. The lift station site is bounded by Acacia Park to the north, east and west and by Acacia Avenue to the south (Figure 11. Its geograplxic position is 33.92990° latitude and -118.42304° longitude. The overall gradient of the property is about 1'0 to southwest. Elevation at the site is approx.imatel)• -8 feet above mean sea level. 1.04 Planned Usage It is our understanding that the proposed pump station improvements will 'exclude the constriction of a 28 feet deep concrete wet well and new pumps and electrical equipment pad. 1.05 Investigation Methods and Limitations Our investigation consisted of office research, field exploration, laboratolY testing, review of the compiled data, and 1, 2017 Sewer Ra RMA Job No.: 17-0428-01 Pump Station #1 Y 1 Rados, inc. Page 1 RMA Group VA,vr° : 11,v":-, t' Matters svcvwv romr orrF,arrrrs.y oni Agreement No. 5967 GEOTECHNICAL CONSULTANTS preparation of this report. It has been performed ui a inanner consistent with generally accepted engineering and geologic principles and practices, and has incorporated applicable requirements of California Building Code. Definitions of technical terms and symbols used in this report include those of the ASTNI International, the California Building Code, and commonh used geologic nomenclature. "Technical :supporting data are presented in the attached appendices. Appendix A presents a description of the methods and equipment used in performing the field exploration and logs of our subsurface exploration. Appendix B presents a description of our laboraton\1 testing and the test results.: tandard grading specifications are presented ui Appendix C. Liquefaction and seictnicallG induced settlement calculations and references are presented in Appendices D and E, respectively. Locations of our borings were lunnited due to the existing school buildings, fencing and surface improvements including rubberized pavements. Our boring locations were selected in areas that provided access to the investigation equipment without requiring removal of existing improvements. 2.00 FINDINGS 2.01 Geologic Setting The site is located on the Los Angeles coastal plain. This plain is a lowland that gently slopes seaward. It is underlain by as much as about 30,000 feet of sediments that rest on granitic and metamorphic basement rocks. The plain is bounded by the Santa tilonica Mountains to the north, the Puente 1 -fills to the east, the Santa Ana ;Mountains and San Joaquin I lills to the south, and the Palos Verde I fills and pacific Ocean shoreline to the west, The dominant structural feature of the Los Angeles coastal plain is the northwest trending Nev,port-Inglewood fault zone. kccording to Roffers and Bedrossian (figure 2), the site is underlain by older eolian deposits. 2.02 Earth ]Materials our subsurface unvestigation encountered older eolian deposits. 1'lne eolian deposits encountered in our borings consisted of dark brown and reddish -brown silt- sand to a depth of about 24 feet, underlain by `•ellow graN sand generally dense to vert dense. The soil conditions encountered in our boring are similar to those described in the 2009 Ninyo and Moore report. The subsurface soils encountered in the exploratory borings drilled at the site are described in greater detail on the logs contained in Appendix A. 2.03 Expansive Soils Expansion testing performed in, accordance with ,.1STINI D4829 indicates that near surface soils underlying the site have an expansion classification of very low. Results of expansion test and other soil index tests are presented in ,appendix B. 2.04 Surface and Groundwater Conditions No areas of ponding or standing water were present at the time of our study. further, no springs or areas of natural seepage were found. Groundwater was not encountered during our subsurface exploration. According to the California Division of \Innes and Sewer Pump Station #1 P Rados Inc.RMA Jab No.: 17-0428-01 11,2 017 Steve Page 2 Agreement No. 5967 Ri111/A Group 1''evri° ija,v<at Matters:vv),.,,irr�41(`ti!rrrrr:rrf,5.,'r?r,I GEOTECHNICAL CONSULTANTS Geology (1998), the highest historic groundNvater level beneath the site has been greater than 40 feet below the ground surface. 2.05 Faults 'I'he site is not located within the boundaries of an Earthquake Fault Zone for fault --rupture hazard as dcfuxed by the llquist-Priolo Earthquake Fault Zoning Act and no faults are known to pass through the property. The nearest Earthquakc Fault Ione is located about 6 miles to the northeast of the site along the Inglewood fault of the New -port - Inglewood Fault lone (figure 1). The nearest mapped fault is the Charnock fault fault located ? miles to the east. 'The Charnock fault has been considered part of the Nel,port-Inglewood Fault Zone, but has not been included as part of the associated Earthquake Fault Zone. 'The accompanying Regional Fault LNfap (Figure 5) illustrates the location of the site with respect to major faults in the region. 'The distance to notable faults within 100 kilometers of the site is presented on Table 1. 2.06 Historic Seismicity 'There have been three historic strong earthquakes have been epicentered within about 30 ii -riles of the site. These events un 1933, 1987 and 1994 and were epicentered about 30, 22 and 21, miles from the site. The 1933 event was tlxe Long Beach Farthquake along the Nev,-port-Inglewood fault lone and had an estimated tnagtuttude of 6.4. "The 1987 event was the V11ittier Narrows Earthquake along the Puente I -hills 'Thrust Fault: and had a magtutude of 6.0. The 1991 event was the Northridge Earthquake along the Northridge Thrust Fault and had a magnitude of 6.7. Strong earthquakes that have occurred in this region itn historic time and their approximate epicentral distances are summarized inTable 2. Our research of regional geologic and seismic data did not reveal any known instances of ground failure within the site associated with regional seisnuc activity. Seismic design parameters relative to the requirements of the 2016 California Building Code and .ASCI.? ,-10 are presented in Section 3.09. 2.07 Flooding Potential According to County of Los Angeles General Plan (2015), the site does he within the boundaries of a flood zone Control of surface runoff originating from within n and outside of the site should, of course, be included in design of the project. 2.08 Landslides Due to the logy gradient of the site and surrounding area, landsholing is not a hazard at this property . 3.00 CONCLUSIONS AND RECOMMENDATIONS 3.01 General Conclusion Based on specific data and information contained in flus report, our understanding of the project and our general experience in engineering geology and geotechnical engineering, it is our professional judgment that the proposed development is geologically and geotechnically feasible.-I'h.is is provided that the recommendation, presented below are Steve r Pump tion # RMA Job No.. 17-04 „ p Station #1 May 11, 2017 P. Ra 28-01 Page 3 Agreement No. 5967 RMA Group I Axrt !%r, t c'P Matters av va;:,,rzrcrc:r rrr�rr;rrrf •> tnr*t GEOTECHNICAL CONSULTANTS fully inplennented during design, grading and construction. 3.02 General Earthwork and Grading All grading should be performed in accordance with the General Earth\work aril Grading Specifications outlined in .Appendix C, unless specifically revised or amended below. Reconunendations contained in Appendix C are general specifications for typical grading projects and mat not be entirely applicable to this project. It is also recommended that all earthwork and grading be performed ih accordance Nvith Appendix,J of the 2016 California Building Code and all applicable governmental agency requirements. In the event of conflicts between this report and 1ppenciix 1, this report shall govern. 3.03 Earthwork Shrinkage and Subsidence Shrinkage is the decrease in volume of soil upon removal and recompaction expressed as a percentage of the original in-place volume. Subsidence occurs as natural ground is densified to receive fill. These factors account for changes in earth volumes that will occur during grading. Our estimates are as follows: • Shrinkage factor = 10° �,-1:i° o for soil removed and replaced as compacted till. • Subsidence factor = 0.1 5 foot. The degree to which Fill soils are compacted and variations in the insitu density of existing ;oil, will influence earth volume changes. Consequently, some adjustments in grades near the completion of grading could be required to balance the eartliNvork. 3.04 Removals and Qverexcavation All vegetation, trash and debris should be cleared from the grading area and removed from the site. Prior to placement of compacted tills, all non -engineered fills and loose, porous, or compressible soils will need to be removed down to competent ground. Removal and requtirerrients will also apply to cut areas, if the depth of cut is not sufficient to reach competent ground. Removed and/or overexcavated soils may be moisture -conditioned and recompacted as engineered till, except for soils containing detrimental amounts of organic material. E;stinated depths of removals are as follows: Near Surface Structures/Equipment Pads • No non -engineered fill was encountered in our borings. However if any non -engineered tills, and loose, compressible underlying soils are encountered during grading, they will require complete .removal and recompaction. • All equipment pads shall be undercut, moistened, and compacted as necessary to produce soils compacted to a minimum of 90',, relative compaction to a depth of 2 feet below the bottom of the pad. Footing areas shall be defined as the area extending from the edge of the footing for a distance of 2 feet. • 111 concrete tlatwork and paved areas shall be underlain by a minimum of 12 inches of soil compacted to a miturnutn of 90° o relative compaction. • The exposed soils beneath all o-verexcavation should be scarified an additional 12 inches, moisture conditioned and compacted to a tninimu n of 900 o relative compaction. ;subterranean Structure • The proposed excavation for subterranean structure which will extend approximately 28 feet below existing grade is expected to expose competent alluvial soils. "Therefore, no additional overexcavation will be Sew., er Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 4 ,VRMA Group I'"i�'ci"Y ('riic^:'t Matters kviv:u.r°riun°r>rrrtrrrn�,>4 s;�arr= Agreement No. 5967 GEOTECHNICAL CONSULTANTS required. Howe -ver, if compressible or unsuitable soils extend below the excavation bottoms, the soils will need to be overexcavated down to Firm native soils. • The exposed soils beneath the subterranean structure should be scarified an additional 12 inches, moisture conditioned and compacted to a minimum of 90" o relative compaction. If the exposed soils at the bottom of the excavation are oversantrated, a 12 inch laver of Rnwel or rock may be placed to stabilize the bottom. The above recommendations are based on the assumption that soils encountered during field exploration are representative of soils throughout the site. However, there can be unforeseen and unanticipated variations in soils between points of subsurface exploration. I Ience, overexcavation depths must be verified, and adjusted if necessary, at the time of grading. The overexcavated materials may be moisture conditioned and re -compacted as engineered fill. 3.05 Rippability and Rock Disposal Our exploratory borings were advanced without difficulty and no oversize materials were encountered in our subsurface investigation. _accordingly we expect that all earth materials will be rippable with conventional heavy duty excavation equipment and oversized materials are riot expected. 3.06 Dewatering Ground water was not encountered in Borings which extended to depths of about 363 feet below the ground surface. Since construction will include an excavation extending about Lip to 28 feet, it is anticipated that dewatering measures will not be needed. 3.07 Faulting Since the site is not located within the boundaries of an Earthquake Fault Zone and no faults are known to pars through the propem-, surface fault rupture within the site is considered unlikely. 3.08 Seismic Design Parameters Seismic design parameters have been developed in accordance with Section 1613.E of the 2016 California Building Code (CBC.) using the online: U.S. Geological Survey Seismic Design Nlaps Calculator (Version 3.1.0, ASCE 10 Standard), a sire location based on latitude and longitude, and a site characterization as Site Class D (appendix D).The parameters generated for the subject site are presented below: 2016 California Building Code (CBC) Seismic Parameters Parameter Value Site Location Latitude = 33.92990 degrees Longitude = -118,42304 degrees Site Class Site Class = D Soil Profile Name = Stiff soil Mapped Spectral accelerations (Site Class B) Site Coefficients (Site Class D) Nlaximutn Considered Earthquake Spectral _accelerations (Site Class D) Design Earthquake Spectral Accelerations (Site Class D) S, (0.2- second period) = 1.649g S i (1 -second period) = 0.614g F,, = 1.0 F,, = 1. S,\t> (0.2- second period) = 1.649g Sri; (1 -second period) = 0.921) Si>; (0.2 -second period) = 1.099) Six (1 -second period) = 0.61-1g Sewer Pump Station „ , „,, ^ , „ " n '. 1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 5 RMA Group Pr i,,a Matters v .a"rrarrc'rrrarprrrrrif r,, c'rvrei Agreement No. 5967 GEOTECHNICAL CONSULTANTS The above table shows that the mapped spectral response acceleration parameter a 1 -second period (Si) < 0.75g and spectral response acceleration parameters are Six; > 0.5Og and Sun > 0?Og. Therefore, the Seismic Design Category calculated from Tables 1613.33(1) and 1613.3.5(2) using a Risk Category of I, II, II is D for all Risk Categories (CBC: Section 1613.5.6). ConseqLien dy, as required for Seismic Design Categories C through F by CBC Section 1803.5.11, slope instability-, liquefaction, total and differential settlement, and surface displacement by faulting or seismically lateral spreading or lateral flow have been evaluated. .Applicable portions of CBC Section 1803.5.12 have also been evaluated including dynamic lateral loading of retaining walls. Peak earthquake ground acceleration adjusted for site class effects (PGa;\t) has been calculated in accordance with ASCE 7-10 Section 11.8.3 as follows: PGA,\i = Fi>(;.ys PGA = 1.000 x 0.6098 = 0.609g. 3.09 Liquefaction and Secondary Earthquake Hazards Potential secondary- seismic hazards that can affect land development projects include liquefaction, tsunanus, seiches, seismically induced settlement, seisinically induced flooding and seismically induced landsliding. Liquefaction Liquefaction is a phenomenon where earthquake- induced ground motions increase the pore pressure in saturated, granular soils until it is equal to the confining, overburden pressure. ``(lien this occurs, the soil can completer- lose its shear strength and stiffness and enter a liquefied state. The possibilin, of liquefaction is dependent upon grain size, relative density, confining pressure, saturation of die soils, and intensity- and duration of ground shaking. In order for liquefaction to occur, three criteria trust be met: underlying loose, coarse-grained (sandy) and non -plastic fine-grauned soils, a groundwater depth of less than about 30 feet, and a potential for seismic shaking from nearby large-magtutude earthquake. Groundwater was not encountered in our borings. according to the California Department of Alines and Geology Seismic I lazard Ione Nlap for the Venice Quadrangle (1998), the site is located \vitlnun a potential liquefaction hazard zone (Figure 1). according to the California Department of Nfines and Geololn- Seistnic Hazard Report for the Los Alamitos Quadrangle (1998), the historic high groundwater level was greater than 40 feet. Based on the historic depth of groundwater at the site being greater than 40 feet and the in situ dense nature of the onsite soils, the risk of liquefaction at the site is considered low. Tsunamis and Seiches Tsunamis are sea waves that are generated in response to large -magnitude earthquakes. VIen these waves reach shorelines, they sometimes produce coastal flooding. Seiches are the oscillation of large bodies of standing water, such as lakes, that can occur in response to ground shaking. 'I'sunainis and seiches do not pose hazards due to the location and elevation sea level at the site. Seismically Induced Settlement Seismically induced settlement occurs most frequently in areas underlain by loose, granular sediments. Damage as a result of seismically induced settlement is most dramatic when differential settlement occurs un areas with large variations in the thickness of underlying sediments. Settlement caused by ground shaking is often non -uniformly distributed, which can result in differential settlement. Based upon a review of the project geotechnical report and the similar soil conditions encountered at the site, we would agree that total settlement was estimated at 1/2 inch. For design purposes, the differential settlement is in the Sewer Pump Station #9,. May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 6 Agreement No. 5967 :'IR�MA Group matters GEOTECHNICAL CONSULTANTS order of ' 4- inch over a horizontal distance of 30 feet. Seismical) Induced FloodulLy According to the County of Los Angeles General Plan (1993), the site is not located within a potential dam inundation area. In addition, there are no tip gradient water reservoirs or darns located in close proximity of the site. Consequently ,seisri-Licaltv 'induced flooding at the site is unlikeh. -eisi-nicalh, Induced Landsliding Due to the low gradient of the site, the potential for seisrra cally 'induced landsha-ig is n1 This assumes that any slopes created during development of the site will be properly designed and constructed. It should be noted that the California Geological Surve ' y has not yet prepared a Seismic hazard Zone Nlap of potential earthquake -induced landslide hazards for the quadrangle in which the site is located. 3.10 Footing Excavation and Slab Preparations All footing excavations should be observed by the geotechnical consultant to verify that they have been excavated into competent soils. The foundation excavations should be observed prior to the placement of forms, reinforcement steel, or concrete. Thesse excavations should be evenly trimmed and level. Prior to concrete placement, any loose or soft soils should be removed. Excavated soils should not be placed on slab or footing areas unless properly compacted. prior to the placement of the moisture barrier and sand, the subgrade soils underlying the slab should be observed by the geotechnical consultant to verify that all under -slab Lltiht\7 trenches have been properly backfilled and compacted, that no loose or soft soils are present, and that the slab subgrade has been properly compacted to a rniniii-ii-tin of 90 percent relative compaction within the Lipper 12 inches. Footings may experience and overall loss in bearu'ag capacity or an increased potential to settle where located in close proxinuty to existing or future Lifflity trenches. Furthermore, stresses imposed bn, the footings on the utility lines niav cause cracking, collapse and/or a loss of seiviceabilitv. To reduce this risk, footings should extend below a 1:1 plane projected upward from the closest bottom of the trench. Slabs on grade and walk -ways should be brought to a minimum of 2' o and a maximum of 6"o above their optimurn moisture content for a depth of IS inches prior to the placement of concrete. The geotechnical consultant should perform insitu moisture tests to verify that the appropriate moisture content has been achieved a triaxu'rium, of 24 hours prior to the placement of concrete or moisture barriers. 3.11 Lateral Load Resistance Lateral loads may be resisted by sod friction and the passive resistance of the soil. The following parameters are recornmended. * Passive Earth Pressure = 3iOpcf (equivalent * Coefficient of Friction (soil to footing) = 0.42 * Retaining structures should be designed to resist the following lateral active earth pressure,,: Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.,, 17-0428-01 Page 7 R RMA Group Matters vwv.rraraar'nrrzyrrrrrryt.ce>rar Surface Slope of Retained Materials (Horizontal: Vertical) Level 5:1 4:1 3:1 2:1 Agreement No. 5967 GEOTECHNICAL CONSULTANTS Equivalent Fluid Weight (pcf) 39 41 42 45 56 These active earth pressures are only applicable if the retained earth is allowed to strain sufficiently to achieve the active state. The required minimum horizontal strain to achieve the active state is approximately 0.0025h1. Retaining structures should be designed to resist an at -rest lateral earth pressure if this horizontal strain cannot be achieved. • .,t -rest Lateral Earth Pressure = 61 pct (equivalent fluid weight) The Mononobe-Okabe method is commonly utilized for determining seisnnically induced active and passive lateral earth pressures and is based on the limit equilibrium Coulomb theoii- for static stress conditions. This method entails three fundamental assumptions (e.g., Seed and \Xhitman, 1970): ``Fall movement is sufficient to ensure either active or passive conditions, the driving soil wedge inducing the lateral earth pressures is formed by a planar failure surface starting at the heel of the wall and extending to the free surface of the backfill, and the driving soil wedge and the retaining structure act as rigid bodies, and therefore, experiences uniform accelerations throughout the respective bodies (U.S. Army Corps of Engineers, 2003, Engineering and Design - Stability Analysis of Concrete Structures). • Seismic Lateral Earth Pressure = 19 pcf (equivalent fluid weight). The seistnic lateral earth pressure given above is an inverted triangle, and the resultant of dis pressure is an increment of force which should be applied to the back of the wall in the upper 1/3 of the wall height. Per CBC Section 1803.1.5.12 dynamic seismic lateral earth pressures shall be applied to foundation walls and retaining walls supporting more than 6 feet of backfill. Dynarnic seismic lateral earth pressures may also be applied to shorter walls at the discretion of the structural engineer. 3.12 Drainage and Moisture Proofing Surface drainage should be directed away from the proposed structure alto suitable drainage devices. Neither excess irrigation nor rainwater should be allowed to collect or pond against building foundations or within low -Ding or level areas of the lot. Surface waters should be diverted away from the tops of slopes and prevented from drawing over the top of slopes and down the slope face. Walls and portions thereof that retain soil and enclose interior spaces and floors below grade should be waterproofed and dampproofed in accordance with CBC Section 180. Retaining structures should be drained to prevent the accumulation of subsurface water behind the walls. Backdrains should be installed behind all retaining walls exceeding 3 feet in height. A typical detail for retaining wall back drains is presented in _Appendix C. All backdrains should be outlet to ,citable drainage devices. Retaining wall less than 3 feet in 11 1 SteveP. Rados, Inc. Sewer Pump Station #1May , „ RMA Job No.. 1711, 2 01 -01 Page 8 Agreement No. 5967 RMA Group Fcry m,(je, 1 Matters GEOTECHNICAL CONSULTANTS height should be provided with backdrains or weep holes. I)arripproofing and/or waterproofing should also be provided on all retaining walls exceeding 3 feet in height. 3.13 Cement Type and Corrosion Potential Soluble sulfate tests indicate that concrete at the subject site will have a negligible exposure to water-soluble sulfate in the , 91 soil. Our recommendations for concrete exposed to stilf.,,tte-colitaii-Lit-ig,-,ofls are presented in the table below. Recommendations for Concrete exposed to Sulfate -containing Soils Use of alternate combinations of cernerintious materials may be pertnitted if the combinations meet design recommendations contained in American Concrete Institute guideline ACI 318-11. The soils vvere also tested for sod reactivity, (pH'), electrical resistivity (ohm -cm) and chloride content. The test results indicate that the on-site soils have a soil reactivity of 7.0, an electrical resistivity of 3,500ohm-cm, and a chloride content of 60 to 90 ppm. A neutral or non -corrosive soil has a value ranging from 5.5 to 8.4. Generally, soils that could be considered moderately corrosive to ferrous metals have resistivity values of about 3,000 ohm -cm to t0,000 olini-cm. '.,oils is - y , with resistivity values less than 3,000 ohm -cm can be considered corrosive and soils with res' tivit, vclues less than 1,000 ohm -cm can be considered extremely corrosive. Soil with a chloride content of 500 ppm or greater are generally considered corrosive. Based on our analysis, it appears that the underlying onsite soils have a moderate corrosion potential. Protection of buried metal pipes with sand bedding and protective coating may be used to reduce corrosion potential. 3.14 Temporary Slopes and Shoring Excavation of utility trenches will require either temporary sloped excavations or shoring. Temporary excavations in existing alluvial soils may be safely made at an inclination of 1:1 or flatter. If vertical sidewalls are required in excavations greater than 5 feet in depth, the use of cantilevered or braced shoring is recommended. E'xcavations less than 5 feet in depth may be constructed %virli vertical sidewalls without shoring or shielding. Our recommendations for lateral earth pressures to be used in the design of cantilevered and/or braced shon'ng are presented below. These values incorporate a uniform lateral pressure of 72 psf to provide for the normal construction loads imposed by vehicles, equipment, materials, and workmen on the surface adjacent to the trench excavation. I lowever, if vehicles, equipment, materials, etc., are kept a Minimum distance equal to the height of the excavation away from the edge of the excavation, this surcharge load need not be applied. "Se", wer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 9 Water Soluble Sulfate Maximum Minimum Sulfate(SO4) (SO4) Cement Water -Cement Compressive Sulfate in Soil in Water Type Ratio Strength Exposure (% by Weight) (ppm) (ASTM C150) (by Weight) (psi) Negligible 0.00 - 0.10 0-150 2,500 :Moderate 0.10-0.20 150-1,500 11 0.50 4,000 Severe 0.20 - 2.00 1,500-10,000 V 0.45 4,500 Vert- Severe Over 2.00 Over 10,000 I Vplus pozzolan 0.45 4,500 or slag Use of alternate combinations of cernerintious materials may be pertnitted if the combinations meet design recommendations contained in American Concrete Institute guideline ACI 318-11. The soils vvere also tested for sod reactivity, (pH'), electrical resistivity (ohm -cm) and chloride content. The test results indicate that the on-site soils have a soil reactivity of 7.0, an electrical resistivity of 3,500ohm-cm, and a chloride content of 60 to 90 ppm. A neutral or non -corrosive soil has a value ranging from 5.5 to 8.4. Generally, soils that could be considered moderately corrosive to ferrous metals have resistivity values of about 3,000 ohm -cm to t0,000 olini-cm. '.,oils is - y , with resistivity values less than 3,000 ohm -cm can be considered corrosive and soils with res' tivit, vclues less than 1,000 ohm -cm can be considered extremely corrosive. Soil with a chloride content of 500 ppm or greater are generally considered corrosive. Based on our analysis, it appears that the underlying onsite soils have a moderate corrosion potential. Protection of buried metal pipes with sand bedding and protective coating may be used to reduce corrosion potential. 3.14 Temporary Slopes and Shoring Excavation of utility trenches will require either temporary sloped excavations or shoring. Temporary excavations in existing alluvial soils may be safely made at an inclination of 1:1 or flatter. If vertical sidewalls are required in excavations greater than 5 feet in depth, the use of cantilevered or braced shoring is recommended. E'xcavations less than 5 feet in depth may be constructed %virli vertical sidewalls without shoring or shielding. Our recommendations for lateral earth pressures to be used in the design of cantilevered and/or braced shon'ng are presented below. These values incorporate a uniform lateral pressure of 72 psf to provide for the normal construction loads imposed by vehicles, equipment, materials, and workmen on the surface adjacent to the trench excavation. I lowever, if vehicles, equipment, materials, etc., are kept a Minimum distance equal to the height of the excavation away from the edge of the excavation, this surcharge load need not be applied. "Se", wer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 9 RMA Group I', cr'% 1"r,rrP,PMatters tv.ww,rArrarr'r>,rrF>rrrrrors.c:(rm CANTILEVERED SH =ETING ,i N - 1 / 2_= 30 72 H psf _ _ -osf _ 2., Total = 72 psf + 30 H psf Agreement No. 5967 GEOTECHNICAL CONSULTANTS BRACED SHEETING 4,:H ,1 .Q..fi H i — — 2T= 25 H psf I-,-ZZY f_ 2—Total = 72 psf * 25 H psf SHORING DESIGN: LATERAL SHORING PRESSURES Design of the shield struts should be based on a value of 0.65 times the indicated pressure, Pa, for the approximate trench depth. The wales and sheeting can be designed for a value of 2/3 the design strut value. '> Zr r p \ Ht 1'min. STRUTS _ Dt (typ) Hsh SHIELD,. "'— (typ) UNDISTURBED u SOIL ' BEDDING Pa = 30 Hst, psf HEIGHT OF SHIELD. Hsh =DEPTH OF TRENCH, Dt , MINUS DEPTH OF SLOPE, Ht TYPICAL SHORING DETAIL Placement of the shield may be made after the excavation is completed or driven down as the material is excavated from inside of the shield. If placed after the excavation, some overexcavation may be required to allow for the shield width and advancement of the shield. The shield map be placed at either the top or the bottom of the pipe zone. Due to the anticipated thinness of the shield walls, removal of the shield after construction should have negligible effects on the load factor of pipes. Shields mai- be successively placed with conventional trenching equipment. Vehicles, equipment, materials, etc. should be set back away from the edge of temporary excavations a minimum distance of 1 5 feet from the top edge of the excavation. Surface waters should be diverted away from temporary excavations and prevented from draining over the top of the excavation and down the slope face. During periods of heavy rain, the slope face should be protected with sandbags to prevent drainage over the edge of the slope, and a visqueen liner placed on the slope face to prevent erosion of the slope face. Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 10 RMA Group 1''u'G'r°t'lyrna",•�°1Mattets:vtrve.rF:rtlt�rnr+xrrrre�,.cr�tr; Agreement No. 5967 GEOTECHNICAL CONSULTANTS Periodic observations of the excavations should be made by the geotechnical consultant to verity that the soil conditions have not varied from those anticipated and to monitor the overall condition of the temporary excavations over time. If at anv time during construction conditions are encountered which differ from those anticipated, the geotechnical consultant should be contacted and allowed to analyze the field conditions prior to commencing work within the excavation. Cal/C)Sf 1A constriction safety orders should be observed during all underground work. 3.15 Utility Trench Backfill The onsite Bill soils will not be suitable for use as pipe bedding for buried utilities (sand equivalent is less than 30). All pipes should be bedded in a sand, gravel or crushed aggregate imported material complying with the requirements of the Standard Specifications for Public \Yorks Construction Section 306-1.2.1. Crushed rock products that do not contain appreciable fines should not be utilized as pipe bedding and/or backfill. Bedding materials should be densified to at least 90" o relative compaction (AST Al D 15,57 by mechanical methods. The geotechnical consultant should review and approve of proposed bedding materials prior to use. The on-site soils are expected to be suitable as trench backfill provided they are screened of organic matter and cobbles over 12 inches in diameter. 'french backfill should be dcnsified to at least 90' o relative compaction (ASTNI D13a7). On-site granular soils may be water densified initially. Supplemental mechanical compaction nnethods may be required in finer ground s(,As to attain the required 90° o relative compaction. All utilit< trench backfill within street right of sway, utility easements, under or adjacent to sidewalks, driveways, or building pads shoulul be observed and tested by the geotechnical consultant to verify proper compaction. Trenches excavated adjacent to foundations should riot extend vwithin the footing influence zone defined as the area within a line projected at a 1:1 drawn from the bottom edge of the tooting. 'Trenches crossing perpendicular to foundation,, should be excavated and backfilled prior to the construction of the foundations. The excavations should be backfilled in the presence of the geotechnical engineer and tested to verih' adequate compaction beneath the proposed footing. Cal/0SHA construction safety orders should be observed during all underground work. 3.16 Geotechnical Observation and Testing During Excavation The geotechnical engineer should be contacted to provide observation and testing during the following stages of grading: • During the clearing sand grubbing of the site. • During the demolition of any existing stiuuctures, buried utilities or other existing improvements. • During excavation and overexcayation of compressible soils. • During all phases of grading including ground preparation and filling operations. • When any unusual conditions are encountered during grading. A final geotechtnical report summarizing conditions encountered during grading should be submitted upon completion of the rough grading operations. 117 Additional Geotechnical Observation and Testing After the completion of grading tine geoteclinical engineer should be contacted to provide additional observation and Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page 11 Agreement No. 5967 RMA Group F° ,erti"lrra,.^R°a Matters tvWtrrv.r'rxra'r;,,rrvtx'rurxio-rg.r",rrxu GEOTECHNICAL CONSULTANTS testing during the following construction activities: • During trenching and backfilling operations of buried improvements and utilities to verify proper backfill and compaction of the utility- trenches. • after excavquon and prior to placement of reinforcing steel or concrete within footing trenches to verifi, that footings are properly founded in competent materials. • During tine or precise grading involving the placement of any fills underlying driveways, sidewalks, walk -ways, or other miscellaneous concrete tlatwork to verify proper placement, mixing and compaction of fills. • \`lien any unusual conditions are encountered during construction. 4.00 CLOSURE The findings, conclusions and recommendations in this report were prepared in accordance with generally accepted engineering and geologic principles and practices. No other warranty, either expressed or implied, is made. This report has been prepared for Stere P Rados, Inc. to be used solely for design purposes. .Anyone using this report for any other purpose must draw their own conclusions regarding required construction procedures and subsurface conditions. The geotechnical and geologic consultant should be retained during die earthwork and foundation phases of construction to monitor compliance \with the design concepts and recommendations and to provide additional recommendations as needed. Should subsurface conditions be encountered during construction that are different from those described in this report, this office should be notified immediately so that our recommendations may be re-evaluated. 11.,1,1,„ „, 1 „ 1111 Sewer Pump Steve P. Rados,StationInc.#1 1 RMA Job No.: 170428-01 Page 12 RMA Group 1".vor% floiec,� Matters wwvv.onou onlmwiecofy, FIGURES AND TABLES Agreement No. 5967 GEOTECHNICAL CONSULTANTS RMA Group *!�Yr Wlttets wod,v �wn Agreement No. 5967 GEOTECHNICAL CONSULTANTS SITE LOCATION MAP Scale: I" = 4,000' Base Map: CMIG, Special Studies Zones Map for Venice Qadrangle, 1986. El Segundo - Pump Station #1 Steve P. Rados, Inc. — Engineering Contractor RMA Job No.: 17-0428-01 Figure 1 II P Oil Liquefaction Z6ne 17�Iry I' IS TE li'8 M Iii II ,deli li: w �4A lail, jjg� la H, I. SITE LOCATION MAP Scale: I" = 4,000' Base Map: CMIG, Special Studies Zones Map for Venice Qadrangle, 1986. El Segundo - Pump Station #1 Steve P. Rados, Inc. — Engineering Contractor RMA Job No.: 17-0428-01 Figure 1 ,, RMA Group Matters Agreement No. 5967 GEOTECHNICAL CONSULTANTS Q01 L117 Qya at ZA ;;&,Qo , a at Q SS at( af Qoe Qoe Qoa r .2f n ^vaf J 0 , lk" 0 ob Q0a orllr SIT 7 V 0 ,ye of %I Qoe P Qyf Qb c-af 0!� 406 � Z)01 c> q Qoe Qe �0 of 0 Qoedot YI REGIONAL GEOLOGIC MAP Scale: I" = 10,000' Partial Legyend Qb - Beach Deposits Qe - Eolian Deposits Qoe - Older Eolian Deposits Source: Campbell, R.1 1, 2014, Prehiminary Geologic Map of the Los Angeles 30'x60' Quadrangle. El Segundo - Pump Station #1 RMA Job No.: 17-0428-01 Steve P. Rados, Inc. — Engineering Contractor Figure 2 Agreement No. 5967 at aar asr - - a6 - � iii as ili � ns im / 1 i U) Z 0 � ° � ' ' iIi � 1SM LLJ J iIi V 111 III ISI � _ 1 � I Ii I h I 1' 1 iIi ii � W tl$ \ III SII ili V asa w .4�S I I i ISI III 11 ri Oi� wkkt? I I I H I111 111 { is iiiii: I g PiId Iif f -- ._� --- --- -` ;��•�.� /v� i i � � —� Ill I ��, AN lit i i a. a3� i) I 1�I s III rLy - I rrr ax \iIi it 1 g� asl VSs W p 8 i j_ i iIi II l i iIi iIi ii'i k�� g, rdur 1 I I I i lwQ III c: as i ------ ---- -----� as, i i ilip it a N�! n — — — -- -- --r M Md ��11 � j M+�I r art iIi I i I � 0 N O U- r - �I I — o U O � U I C- � k C cc' cu � I E 1 "0 (V �a O W(n R' MA Group Elv�,,ry matters Agreement No. 5967 GEOTECHNICAL CONSULTANTS or 6 A 393': CREEP 3 9 REGIONAL FAULT MAP 1,egend r)7 -Fault Number in map database Green indicates faults showing evidence of displacement during late Quaternaii- time Base Map: California Geological Suive.y, 2010, Fault Activity Map El Segundo - Pump Station #1 RMA Job No.: 17-0428-01 Steve P. Rados, Inc. — Engineering Contractor Figure 4 RMA Group I'very Prala'rl Matters uvty'v✓.rtrur{crrrrtrctrrtr s,r:urn Agreement No. 5967 GEOTECHNICAL CONSULTANTS No'TABLE FAULTS NvrTHIN 100 KILONIF.TERS AND SETS \II(' DA-rA Notes: Fault geometr} - (ss) strike slip, (r) reverse, (n) normal, (rl) right lateral, (II) lett lateral, (o) oblique Fault and Seismic Data - California Geological Surrey (Cao). 2003 Sewer Pump Station #1 May 91, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 1 Maximum Slip Distance Distance Moment Rate Fault Ione & geometry (km) (mi.) Magnitude (mm/y r) Anacapa-Dunne (r -11-o) 26 16 7.5 3.0 Channel Islands Thrust (r) 78 48 7.5 1.5 Chino -Central Ave. (rl-r-o) 57 35 6.7 1.0 Clamshell-Sawpit (r) -18 30 6.5 0.5 Cleghorn (11 -ss) 98 61 6.5 3.0 Compton Blind I'hrust 17 11 7 1.4 Coronado Bank (rl-ss) 87 54 7.4 3.0 Cucamonga (r) 68 42 6.9 5.0 Elsinore - Glen Ivy (rl-ss) 73 45 6.8 5.0 Upper Elysian Park (r) 23 14 6.4 1.3 1folly NNood(Il-r-o) 17 11 6.4 LO Holser (r) 51 32 6.5 0.4 %I alibu Coast (11 -r -o) 15 9 6.7 0.3 Newport -Inglewood (rl-ss) 9 6 6.9 1.5 Newport-Inglevwod - Offshore (rl-ss 60 37 7.1 1.5 Northridge (r) 25 16 7 1.5 Oak Ridge - onshore (r) 59 37 7.0 4.0 Oak Ridge - NI id Channel (r) 86 53 6.6 1 A Oak Ridge - Blind Thrust Offshore (r 75 47 7.1 3.0 Palos Verde (r] -ss) 7 4 7.3 3.0 Puente hills Blind Thrust (r) 18 11 7.1 0.7 Raymond (11 -r -o) 28 17 6.5 1.5 San Andreas - Coachella (rl-ss) 75 47 7.2 25.0 San Andreas (rl-ss) 75 47 7.5 24.0 Sate Andreas - Mojave (r] -ss) 75 47 7.4 30.0 San Cavetano (r) 64 40 7.0 6.0 San Gabriel (r] -ss) 45 28 7? 1.0 San Jacinto - San Bernardino (rl-ss) 91 57 6.7 12.0 San Joaquin Hills (r) 52 32 6.6 0.5 San Jose (ll -r -o) 52 32 6.4 0.5 Santa Monica (11 -r -o) 13 8 6.6 1.0 Santa Susana (r) 43 27 6.7 5.0 Santa Ynez (ll -ss) 86 53 7.0 2.0 Sierra Madre (r) 38 24 7.2 2.0 San Fernando (r) 40 25 6.7 2.0 Simi -Santa Rosa (11 -r -o) 49 30 7 1.0 Verdugo (r) 31 19 6.9 0.5 Whittier(rl-ss) 38 24 6.8 2.5 Notes: Fault geometr} - (ss) strike slip, (r) reverse, (n) normal, (rl) right lateral, (II) lett lateral, (o) oblique Fault and Seismic Data - California Geological Surrey (Cao). 2003 Sewer Pump Station #1 May 91, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 1 A Grow Matters my tr urrur:'t rairarrrbV('4.t'4'm Agreement No. 5967 GEOTECHNICAL CONSULTANTS HISTORIC STRONG EARTHQUAKES IN SOUTHERN CALIFORNIA SINCE 1812 Notes: Earthquake data: U.S. Geological Survey P.P. 1515 & online data, Southern California Earthquake California Geological Survey online data Magnitudes prior to 1932 are estimated from intensity. NI agnitudes after 1932 are moment, local or surface wave magnitudes. Site Location: Site Longitude:- 118.42304 Site Latitude: 33.9299 Sewer Pump , „ Pump -Station #1 7 May 11, 201° Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 2 Ep icentral Distance Date Event Causitive Fault NIapitude (miles) Dec. 12. 1812 Wright\vood San Andreas'? 7.3 46 Jan. 9, 1857 Fort Tejon San Andreas 7.9 211 Dec. 16. 1858 San Bernardino Area uncertain 6.0 66 Feb. 9.1890 San Jacinto uncertain 6.3 130 M ay 28. 1892 San Jacinto uncertain 6.3 130 July 30, 189.4 Lytle Creek uncertain 6.0 55 Jul), 22, 1899 Cajon Pass uncertain 6.4 60 Dec.25, 1899 San Jacinto San Jacinto 6.7 84 Sept. 20, 1907 San Bernardino .Area uncertain 5.3 80 M av 15, 1910 Elsinore Elsinore 6.0 62 April 21, 1918 Hemet San Jacinto 6.8 85 July 23, 1923 San Bernardino San Jacinto 6.0 66 March 11, 1933 Long Beach Newport -Inglewood 6.4 30 April 10, 1947 N/lanix Mania 6.4 133 Dec. 4, 1948 Desert Hot Springs San Andreas or Bauining 6.5 120 July 21, 1952 Wheeler Ridge White Wolf 7.3 82 Feb. 9, 1971 San Fernando San Fernando 6.6 33 July 8, 1986 North PahnSprings Banning or Garnet Hills 5.6 107 Oct. 1. 1987 Whittier Narrows Puente Hills Thrust 6.0 22 Feb. 28. 1990 Upland San Jose 5.5 45 1 Line 28. 1991 Sierra NI adre Clamshell Say\ pit 5.8 3.4 April 22, 1992 Joshua Tree Eureka Peak 6.1 12.4 June 28, 1992 Landers Johnson Valley & others 7.3 118 June 28, 1992 Big Bear uncertain 6.5 95 Jan. 17, 1994 Northridge Northridge Thrust 6.7 21 Oct. 16, 1999 Hector Mine Lavic Lake 7.1 135 Notes: Earthquake data: U.S. Geological Survey P.P. 1515 & online data, Southern California Earthquake California Geological Survey online data Magnitudes prior to 1932 are estimated from intensity. NI agnitudes after 1932 are moment, local or surface wave magnitudes. Site Location: Site Longitude:- 118.42304 Site Latitude: 33.9299 Sewer Pump , „ Pump -Station #1 7 May 11, 201° Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Table 2 j4MA Group 1",vcrv/1r" j,'t,PMa tern wwwwwvrrrrcrtt7rra�'irrrrrp3,r,crrrr APPENDIX A FIELD INVESTIGATION Agreement No. 5967 GEOTECHNICAL CONSULTANTS r R A Group Evcrk !'rohwMatters mvuv.rrrxmorrrrarnres.com APPENDIX A FIELD INVESTIGATION A-1.00 FIELD EXPLORATION A-1.01 Number of Borings Agreement No. 5967 GEOTECHNICAL CONSULTANTS Our subsurface investigation consisted of 2 boring drilled with a CTME-75 track mounted hollow stem auger drill rig. A-1.02 Location of Borings A Site Geolol * Map showing the approximate locations of the borings is presented as Figure 3. A-1.03 Boring Logging Logs of borings were prepared by one of our staff and are attached in this appendix. The logs contain factual information and interpretation of subsurface conditions between sannples. The strata indicated on these logs represent the approximate boundaty between earth units and the transition may be gradual. The logs shoe- subsurface conditions at the dates and locations indicated, and may not be representati-,-e of subsurface conditions at other locations and times. Identification of the soils encountered during the subsurface exploration was made using the field identification procedure of the Unified Soils Classification System (ASTN1 D2488). A legend indicating the symbols and definitions used in thus classification system and a legend defining the terms used in describing the relative compaction, consistence or firmness of the soil are attached in this appendix:. Bag samples of the major earth units were obtained for laboraton- inspection and testing, and the in-place density of the various strata encountered in the exploration was measured. .1111, ., . , , .11 11, ,.1, ..,, 11,11 P May 11, 2017 Sewer Pum Station #1 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A - 1 :IRMA Group Fi,i Py,)ki / Matters Wit W Agreement No. 5967 GEOTECHNICAL CONSULTANTS UNIFIED SOIL CLASSIFICATION SYSTEM Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A - 2 GROUP MAJOR DIVISIONS TYPICAL NAMES SYMBOLS GW CLEAN GRAVELS Ltdi GRAVELS C GP I P—ty graded gravel or gro-i —es tittle, no r— LARGER Jan iF» 1,4 4 ve,e vze GM Sity gruels q's'ai MM"es GRAVELS WITH FINES COARSE AW -09 am. GC GC gravels grmeksard-day mixtures GRAINED SOILS SW Ndl ad sad gra Niy sa tittle or Mi CLEAN enai,sLARGER tan f. SANDS Ltd. o— fires )• SP P—I graded or gravelly sands 101a x noyfines SANDS MSLLES SM I "'ot— R-n- N. SANDS WITH FINES Appr—N. SC Clayey —dis sard-day mW— c silts and very fine Acur ML Im clayey r"a saran 'cfy,y t'iorc Ith 11'gnt paut'ory SILTS AND CLAYS lnergan CILclays 9—alyclays%adyd.ys stty days, lean L d I- LESS Jan 50) FINECrgan, OL silts and organic silty of GRAINED plast'o'� SOILS 7MH "'u""S"a , ;1 a kv,, ft50 fira sandy or sin -Is clvc s'KG zfinal .SMALLER 200— SILTS AND CLAYS CH norgarvi, clays of rgh osa,cty rat days ,Uq- -1 GREATER 1— 50) OH Organic days of medium to high ci xgan,c .11s HIGHLY ORGANIC SOILS P, 411� BOUNDARY CLASSIFICATIONS Soils possessing characteristics of two groups are designated by combinations of group symbols. UNIFIED SOIL CLASSIFICATION SYSTEM Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A - 2 Agreement No. 5967 RMA Group FvcrtyCrrrrj,°,,fMatters vdawv.rrxtrrc,trr>i�irraart>.r`c'rrrr GEOTECHNICAL CONSULTANTS I. SOIL STRENGTH/DENSITY BASED ON STANDARD PENETRATION TESTS ° o Compaction 'o Compaction Compactness of sand <75 1Loose Consistency of clan Penetration Resistance N Compactness Penetration Resistance N Consistency (blows/Ft) Ven, Dense (blows/ft) 12-20° o 0-4 Very Loose <2 Ven- Soft 4-10 Loose 2-4 Soft 10-30 Medium Dense 4-8 Nledium Stiff 30-50 Dense 8-15 Miff >50 Vere Dense 15-30 \'en- Stiff >30 Hard N = Number of blows of 140 Ib. weight falling 30 in. to drive 2 -in OD sampler 1 ft. BASED ON RELATIVE COMPACTION Compactness of sand ° o Compaction 'o Compaction Compactness <75 1Loose 80-85 75-83 Nledium Dense 83-90 Dense >90 Ven, Dense II. SOIL MOISTURE Consistency of clay ° o Compaction Consistency <80 Soft 80-85 Medium Stiff 85-90 Stiff >90 Ven, Stiff Moisture of sands Moisture of clans ° o Moisture Description ° ° Moisture Description <50 o Dii- < 120 o Dn- 5-12° o Moist 12-20° o 1\Ioist > 12'o Ven- Moist >20" o Ven- Moist, wet SOIL DESCRIPTION LEGEND Sewer Pump Station #1 May 11, 2017.,. Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page A-3 RMA Group Matters [)ate I )rIlled: \P,i 1 _i' 21 ) 17 I ")Ca(1,11: SUC Sit, Gcologic Mall Samples a) iR 'C ow E 0. 3: -5 E 0 0 o M CO 5 U) .0 V) 0 23 10 — R 22 66 9A 120A 7..'i 121,9 ').4 1203 1= 5.9 Agreement No. 5967 Sample Types: niz -Ring Sample Bulk Sample El - No Recovery [] - Tube Sample FsJ - SPT Sample El Segundo Pump Station #1 Steve P. Rados, Inc. - Groundwater -End of Boni ng RMA Project No.: 17-0428-01 Page A - 4 Exploratory Boring Log Boring No. B-1 Sheet 1 of 2 Dr!Him; 1:.JU!11111111t: Track 01,111t,d (',If ,-75 I)Lunctcr: DrIN-C Wcuull t.a: 140 lbs. Dr, V: "o" Material Description U) .r- 0 This o9contains factual information and interpretation of the subsurface conditions between the to ca E samples. The stratum indicated on this log represent the approxin-rate bourdary between earth units dateand location >1 and the transition may be gradual. The log show subsurface conditions at the U) indcated. and may not be representative of subsurface conditions at other locations and tMes. SM Top 2" covcr�d With �,,ra,;,� M.Clik' -n� _t With A ':'X It Artifici,,ri `�l Dark br,mri ,,j]tN Fine d, C, 1110 1� hairs % I Lmd iugcrcd t,) 5 feet tiSI % — — — — — — — — — — — — — — R(A brmvii stir fine sand, dcrisc, in(,ist, ;Iightl\ 1111C,1COILIS Frtcc ulloulits tint gmvcl S11 — — — — — — — — — — — — — — — Ydlovv-,gratint' saild, colicsionlL21s. potrrk. gradcd, %'crY 1I nsc, mtmst, rli.ghtlt' rnicuccous Sample Types: niz -Ring Sample Bulk Sample El - No Recovery [] - Tube Sample FsJ - SPT Sample El Segundo Pump Station #1 Steve P. Rados, Inc. - Groundwater -End of Boni ng RMA Project No.: 17-0428-01 Page A - 4 ��RMA Group 6'`. vr'y llr<J,^rt Matters vetvw.rrnncnrnfrrrai<rs.r.orrf Date DY -111c& \hnl i, _'ii17 1_1'ggcd 1i.: RP I"wannn: SecaitcGcr,logic.N1,th Agreement No. 5967 Exploratory Boring Log Boring No. B-1 Sheet 2 of 2 Drilling I:yutlltncnr. ]nick rnr,untcd CNW-75 R„ring I IL,Ic Diameter: k" Drtvc \Vee, its: 1 }u lbs. Drop: 30" Material Description Q 0 This log contains factual information and interpretation of the subsurface conditions between the samples. The stratum indicated on this log represent the approximate boundary between earth units Dand the transition maybe gradual. The log show subsurface conditions at the date and location CO indicated, and may not be representative of subsurface conditions at other locations and tines. jP N'cllrnc-srtc tine a,ind, cr,hesundcss, posh graded, ccry dcnsc, nunst, ali,gInk mtcaccr>us Toil ,Icpth 36.5tt Biu ,grr xulchv a to cnCr nui tercri I I,& back tilled Sample Types: ® - Ring Sample ®- Bulk Sample Nr No Recovery FT - Tube Sample FS - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater End of Boring RMA Project No.: 17-0428-01 Page A-5 Samples w Q .. rn E N .g .., o C C E Q o $i 0 o C 0 0 -- Q. U) m n m U) pz - u 5I 63 33- 63 5.-t 41)— 45 — jl)— 55 — Agreement No. 5967 Exploratory Boring Log Boring No. B-1 Sheet 2 of 2 Drilling I:yutlltncnr. ]nick rnr,untcd CNW-75 R„ring I IL,Ic Diameter: k" Drtvc \Vee, its: 1 }u lbs. Drop: 30" Material Description Q 0 This log contains factual information and interpretation of the subsurface conditions between the samples. The stratum indicated on this log represent the approximate boundary between earth units Dand the transition maybe gradual. The log show subsurface conditions at the date and location CO indicated, and may not be representative of subsurface conditions at other locations and tines. jP N'cllrnc-srtc tine a,ind, cr,hesundcss, posh graded, ccry dcnsc, nunst, ali,gInk mtcaccr>us Toil ,Icpth 36.5tt Biu ,grr xulchv a to cnCr nui tercri I I,& back tilled Sample Types: ® - Ring Sample ®- Bulk Sample Nr No Recovery FT - Tube Sample FS - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater End of Boring RMA Project No.: 17-0428-01 Page A-5 Agreement No. 5967 RMA Group [';ycrN PI-olie't Matters www Exploratory Boring Log Boring No. B-2 Sheet I of 2 Daw Drillcd: \pill i, 2017 Drilling FI-Xk MOLIM111 1.4)'Wcd B' : R11 13"ru`s~ I l"Ic Di'wnvtcr: Locatl"11: scc Sac GcologicM,1P Dr1vc\V"1'O1rS: 141111),. Dr,'p: Samples Material Description Z 0 0 E 75 C) 0 This log contains factual information and interpretation of the subsurface conditions between the CL 0. 3: CL represent the approxate boundary between earth units Eey CL U) E samples. The stratum indicated on log r m ' >1 and the transihon y be gradual. The log show subsurface conditions atthe data and location 10 U) m CO l_- CO 0 Ca M indicated. and Tay -or berepresentativeof subsurface conditions at other locations and tTnes. V) Top 2" o,vcrcd �kith };cess SN f \rtjfC ; 1a1 '111 H DA: l3r, AM ;Tlt%_ Cull SMId, 1PICI6Uni dcli vx't hairs I land A41C M d to 7 fcct 21 9,11 1-17,6 — — — — — — — — — — — — — — SNI Red bro\\ii silty finc sIuld' dcn'c' alolm' dightly nllcacoms F1 3o 8.0 117,4 It 48 111.0 1 t3,6 20— F1 )5 162 -- — — — — — — — — — — — — — — — — -and, colic SP finc gradcd. vur\ dcnsc, moist, el glid,\ 25 39 6,4 micaceous Sample Types: in, Ring Sample Bulk Sample R, -No Recovery lir Groundwater Tube Sample SPT Sample End of Boring El Segundo Pump Station #1 RMA Project No.: 17-0428-01 Steve P. Rados, Inc. Page A - 4 IlRiMA Group i'.vcryIli oj,,'tMatters mvcvrrnrtcnmRumirs.cnrn Date Drill -I \rnl 5, 2017 Lrrggcd B.N RF Jcau,n: `cc stc� G color tc \lar Agreement No. 5967 Exploratory Boring Log Boring No. B-2 Sheet 2 of 2 I)rdlutt; (iyuirmuit: Crack mnuntcd C.NIF-75 Borutg I line 1)i.unrtcr: h" llrtcr \�'ctadtts: 1411 lbs. Drop: ,r: tl t" Material Description W0 0 This log contains factual information and interpretation of the subsurface conditions between the samples. The stratum indicated on this log represent the approximate boundary between earth units '� � and the transg on maybe gradual. The log show subsurface conditons at the dateand location indicated, and may not be representative of subsurface conditions at other locations and times. r YdIo%v gray tine sand, cohcsirnilcss, poor].% tradcd, %'rr dens c, nunst, <Iit htic " mtoaccrnts. 1'util dcrth 36.5tt Nogr(,unJRato nc('untaai I tulc IJ1Ck filled Sample Types: ® - Ring Sample ® Bulk Sample 0- No Recovery ❑T - Tube Sample Q - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater End of Boring RMA Project No.: 17-0428-01 Page A-5 Samples CL ca c g' 0 I E 0 3 E'N n' M~ m� miA��v p — H iK 6.1 35— El +6 5.8 4o — — 45- 55 — 5 Agreement No. 5967 Exploratory Boring Log Boring No. B-2 Sheet 2 of 2 I)rdlutt; (iyuirmuit: Crack mnuntcd C.NIF-75 Borutg I line 1)i.unrtcr: h" llrtcr \�'ctadtts: 1411 lbs. Drop: ,r: tl t" Material Description W0 0 This log contains factual information and interpretation of the subsurface conditions between the samples. The stratum indicated on this log represent the approximate boundary between earth units '� � and the transg on maybe gradual. The log show subsurface conditons at the dateand location indicated, and may not be representative of subsurface conditions at other locations and times. r YdIo%v gray tine sand, cohcsirnilcss, poor].% tradcd, %'rr dens c, nunst, <Iit htic " mtoaccrnts. 1'util dcrth 36.5tt Nogr(,unJRato nc('untaai I tulc IJ1Ck filled Sample Types: ® - Ring Sample ® Bulk Sample 0- No Recovery ❑T - Tube Sample Q - SPT Sample EI Segundo Pump Station #1 Steve P. Rados, Inc. Groundwater End of Boring RMA Project No.: 17-0428-01 Page A-5 i?MA Group APPENDIX B LABORATORY TESTS Agreement No. 5967 GEOTECHNICAL CONSULTANTS 111111"W" P -WAIN", RMA Group Vvi•a v Irrgie, i' Matters artnr r°rrrtrrcrrrrrrr,rrrrir .r'°Harr APPENDIX B LABORATORY TESTS B-1.00 LABORATORY TESTS Agreement No. 5967 GEOTECHNICAL CONSULTANTS B-1.01 Maximum Density Maximum density - optimum moisture relationships for the major soil apes encountered during the field exploration were performed in the laboraton using the standard procedures of AS T, D 133—. B-1.02 Expansion Tests Expansion index tests were performed on representative samples of the major soil tapes encountered ba the test methods outlined in .1STNI D4879. B-1.03 Soluble Sulfates and Chlorides A test was performed on representative sample encountered during the investigation using the Caltrans `fest :Methods; C'f\I 41, and CENI 422. B-1.01 Soil Reactivity (pH) and Electrical Conductivity (Ec) Representative soil sample was tested for soil reactivity (pfl) and electrical conductivity- (Ec) using California "fest Method S3.0 and S5.0. The pH measurement determines the degree of acidity or allcaliniR, in the soils. The Ec is a measure of the electrical resistivity and is expressed as the reciprocal of the resistivity. B-1.05 Particle Size Analysis Particle sire analysis was performed on representative samples of the major soils tapes in accordance to the standard test methods of the AS-f\I D422. The hydrometer portion of the standard procedure was not performed and the material retained on the #200 screen was washed. B-1.06 Direct Shear Direct shear tests were performed on representative samples of the major soil tapes encountered in the test holes using the standard test method of .1ST\I D3080 (consolidated and drained). Tests were performed on remolded samples. Remolded samples were tested at 90 percent relative compaction. Shear tests were performed on a direct shear machine of the strain -controlled npe. To simulate possible adverse field conditions, the samples were saturated prior to shearing. Several samples were sheared at varying normal loads and the results plotted to establish the angle of the internal friction and cohesion of the tested samples. B-1.07 Moisture Determination Moisture content of the soil samples was performed in accordance to standard method for determination of water content of soil by dii-ing oven, _-1ST\f D2216. The mass of material remaining after oven allying is used as the mass of the solid particles. B-1.08 Test Results fest results for all laboratory tests performed on the subject project are presented in this appendix Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 1 RMA Group I'„t°t°Y�” C'r'/r��,d' Matters Wvw��. r'rpt(x'carriJlrYtriNS.r`r�rri S.VNIPLE INFORMATION Sample Sample Number Description 1 Dark brown silt- sand NIA-XINIL`i\1 DENSITY - OPTITNIUNI i`IOISTt: RF. Test Method: _1S1'i\I D1337 EXPANSION TEST Agreement No. 5967 GEOTECHNICAL CONSULTANTS Sample Location Boring No. Depth (ft) B-1 0 to 3 feet Sample Optimum iNloisture Nlaxiinum Density Number (Percent) (lbs/ft') 1 8.1 133.4 Test T\Iethod: ASI NI D4829 Nfolding Final Initial Moisture Moisture Dry Sample Content Content Densitv Expansion Expansion Number (Percent) (Percent) (lbs/ft') Index Classitication 1 9? 12.2 117.3 0 Ven, low SOLUBLE SULFITES AND CHLORIDES Test Method: CT -NI 417 and CTNI 4'12 Sample Soluble Sulfate Chlorides Number (pptn) (ppm) B-1 @ 3-6 feet 67 43 SOIL REACT I'VI1Y (pH l AND ELECTRICAL. CONDUCTIVITY Test itlethod: ASTM D4972 Sample Resistivin, Number pI I (Ohm -cm) B-1 @ 3-6 feet ".7 6,700 SAND EQUIVALENT Test i\iethod: AS'TNI D2419 Sample Sand Number Equivalent 1 22 Sewer Pum Station #1 P May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page B - 2 Agreement No. 5967 ........ ..... RMA Group kvtny flroio,l Matters GEOTECHNICAL CONSULTANTS PARTICLE SIZE ANALYSIS ASTM D422 Sample Id: B -I d' 2 to 5 feet Dry Net Weight (gms): 500 Net Retained Net Passing Screen Size Weight (lbs) Weight (lbs) 1),o Passing 3" 0 500'0 100 1-1,'2" {) 500,0 100 3/4" 0 500.0 100 3/8" 0 500.0 100 #4 1.9 498.1 100 98 13.1 486.9 97 # 16 28.0 472.0 94 430 64.9 435.1 87 4 50 281.9 218.1 44 ?4 100 396.9 103.1 21 4200 424.3 75.7 15 100 10 1 0.1 Grain Size (mm) inn 90 80 70 60 50 40 30 20 10 0 0.01 Sewer' Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.; 17-0428-01 Page B - 3 . . . .. . ..... RMA Group vv(!ry /Matters mvw Agreement No. 5967 GEOTECHNICAL CONSULTANTS DIRECT SHEAR TEST ASTM D3080 Sample 11): 1 Location: B-1 m 0-5ft Maminuin Dry Density pcf) = 133,4 )ptirnuin :Moisture Content "� = 8.1 lnitiad Dig- Denity Pce, = 12t).1 111itiA Mois;rure Content = (SA Fwl Moisnire Content r = Ii -8 Normal Peak Residual Pressure ',',Iiear Resist ',hear Resist 500 578 360 1000 922 68'_ 2000 1581 1180 Peak Residual Cohesion Psf,' = 2,10 110 Friction Angle deg,, = 34 28 2�00 2000 1500 Iota) [leak i01) 1000 1 i00 'Normal Stress I psf) 2001)Residual 2500 May 11, 2017 p: Station'"7"" ' #1 . .. ..... ........ ... .. Steve P. Rados, Inc. RMA Job Na.. 17-0428-01 Page B - 4 Agreement No. 5967 IRMA Group I°,ver),llre.�jl:,,/Matters www r,du orrtpomes.rr'm GEOTECHNICAL CONSULTANTS APPENDIX C GENERAL EARTHWORK AND GRADING SPECIFICATIONS Agreement No. 5967 A A Group �qn.^r'4i'. r�r"� „°I Mafi4ers svgq�t�v a°6rrarc rrrrrRrrrrrar�s.¢"rrrrR GEOTECHNICAL CONSULTANTS APPENDIX C GENERAL EARTHWORK AND GRADING SPECIFICA"TIONS C-1.00 GENERAL DESCRIPTION C-1.01 Introduction These specifications present our general recornmendations for earthwork and grading as shown on the approved grading plans for the subject project. 'I'hese specifications shall cover all clearing and grubbing, removal of existing structures, preparation of land to be filled, filling of the land, spreading, compaction and control of the fill, and all subsidiary" work necessary to complete the grading of the filled areas to conform with the lines, grades and slopes as shown on the approved plans. The recommendations contained in the geotechnical report of which these general specifications are a part of shall supersede the provisions contained hereinafter in case of conflict. C-1.02 Laboratory Standard and Field Test Methods The laboratory standard used to establish the maximum density and optimum moisture shall be AS`ITI D 1337. The insitu density- of earth materials (field compaction tests) shall be determined by the sand cone method (ASTNI D15.56), direct transmission nuclear method (ASTNt D6938) or other rest methods as considered appropriate by the geotechnical consultant. Relative compaction is defined, for purpose, of these specifications, as the ratio of the in-place density to the maximum densirY as determined in the previously mentioned laboratory standard. C-2.00 CLEARING C-2.01 Surface Clearing All structures marked for removal, timber, logs, trees, brush and other rubbish shall be removed and disposed of off the site. Any trees to be removed shall be pulled in such a manner so as to remove as much of the root system as possible. C-2.02 Subsurface Removals A thorough search should be made for possible underground storage taroks and/or septic tanks and cesspools. If found, tanks should be removed and cesspools pumped div. Any concrete irrigation lines shall be crushed in place and all metal underground lines shall be removed from the site. C-2.03 Backfill of Cavities All cavities created or exposed during clearing and grubbing operations or by previous use of the site shall be cleared of deleterious material and backfilled with native soils or other materials approved by the soil engineer. Said backfill shall be compacted to a nnirnirnum of 90' o relative compaction. „,, "I Sewer „„ Pump 1, 2017 SteveP Rados,Station#1 Inc.. RMA Job No. 1710428-01 Page C-1 Agreement No. 5967 Matters av tiea r°rarcrrr>avt(ltrriif:"s.c'esrri GEOTECHNICAL CONSULTANTS C-3.00 ORIGINAL GROUND PREPARATION C-3.01 Stripping of Vegetation _After the site has been properly cleared, all vegetation and topsoil containing the root systems of former vegetation shall be stripped from areas to be graded. Materials removed in this stripping process may be used as fill in areas designated by the soil engineer, provided the vegetation is mixed with a sufficient amount of soil to assure that no appreciable settlement or other detriment will occur due to decaying of the organic matter. Soil materials containing more than 3 o organics shall not be used as structural fill. C-3.02 Removals of Non -Engineered Fills Any non -engineered fills encountered during grading shall be completely removed and the underlying ground shall be prepared in accordance to the recommendations for original ground preparation contained in this section. .After cleansing of any organic matter the fill material may be used for engineered fill. C-3.03 Overeacavation of Fill Areas The existing ground un all areas determined to be satisfactory for the support of fills shall be scarified to a minimum depth of 6 inches. Scarification shall continue until the soils are broken down and free from lumps or clods and until the scarified zone is uniform. The moisture content of the scarified zone shall be adjusted to within 20„ of optimum moisture. The scarified zone shall then be uniformly compacted to 900 o relative compaction. V'here fill material is to be placed on ground with slopes steeper than 3:1 (HA) the sloping ground shall be benched. The lowermost bench shall be a tninnirnum of 15 feet wide, shall be a nnirnimum of 2 feet deep, and shall expose firm material as determined by the geotechnical consultant. Other benches shall be excavated to firm material as determined by the geotechnical consultant and shall have a minimum width of 4 feet. Existing ground that is determined to be unsatisfactoii- for the support of tills shall be overexcavated in accordance to the recommendations contained in the geoteclntucal report of which these general specifications are a part. C-4.00 FILL MATERIALS C-4.01 General Nlaterials for the fill shall be free from vegetable matter and other deleterious substances, shall not contain rocks or lumps of a greater dimension than is recommended by the geotechrnical consultant, and shall be approved by the geoteclhnical consultant. Soils of poor gradation, expansion, or strength properties shall be placed in areas designated by the geotechnical consultant or shall be mixed with other soils providing satisfactonT fill material. C-4.02 Oversize Material Oversize material, rock or other irreducible material with a maximum dimension greater than 12 inches, shall not be placed in fills, unless the location, materials, and disposal methods are specifically- approved by the geotechnical consultant. Oversize material shall be placed in such a mariner that nesting of oversize material does not occur and in such a manner that die oversize material is completely surrounded by fill material compacted to a minimum of 900 o relative compaction. Oversize material shall not be placed within 10 feet of Finished grade without the approval of the geotechnical consultant. C-4.03 Import „ „.„, 1, 111111�11, Sewer Pump Station #1 May 11, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 2 RM I, RMA Group c^ry/'r^n/°,.r"('Maters avtwwtirr°rrrr.rr,rarrrprrrrrrr:5ao(n Agreement No. 5967 GEOTECHNICAL CONSULTANTS Nlaterial imported to the site shall conform to the requirements of rection 4.01 of these specifications. potential import material shall be approved be the geotechnical consultant prior to importation to the subject site. C-5.00 PLACING AND SPREADING OF FILL C-5.01 Fill Lifts The selected fill material shall be placed un nearlj- horizontal lavers which when compacted w -M not exceed approrunately 6 inches in thickness. Thicker lifts may be placed if testing indicates the compaction procedures are such that the required compaction is being aclieved and the geotechtnical consultant approves their use. Each layer shall be spread evenly and shall be thoroughly blade =nixed during the spreading to unsure uniformity of material in each laver. C-5.02 Fill Moisture \Xlnen the moisture content of the fill material is below that recommended be the soils engineer, water shall then be added until he moisture content is as specified to assure thorough bonding during the compacting process. \`lnen the moisture content of the fill material is above that recommended by the soils engineer, the fill material shall be aerated be blading or other satisfactory methods until the moisture content is as specified. C-5.03 Fill Compaction _After each laver has been placed, mixed, and spread evenly-, it shall be thoroughly compacted to not less than 90"o relative compaction. Compaction shall be by sheepsfoot rollers, multiple -wheel pneumatic tired rollers, or other types approved by the soil engineer. Rolling shall be accomplished wI le the fill material is at the specified moisture content. Rolling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. C-5.04 Fill Slopes Fill slopes shall be compacted be means of sheepsfoot rollers or other suitable equipment. Compacting of the slopes may be done progressively in increments of 3 to 4 feet in fill height. <\t the completion of grading, the slope face shall be compacted to a tninirnum of 90('o relative compaction. This may require track rolling or rolling with a grid roller attached to a tractor mounted side -boom. Slopes may be over filled and cut back in such a manner that the exposed slope faces are compacted to a minimum of 900 o relative compaction. The till operation shall be continued in six inch (6") compacted layers, or as specified above, until the till has been brought to the finished slopes and grades as shown on the accepted plans. C-5.05 Compaction Testing Field density tests shall be made by the geotechnical consultant of die compaction of each layer of fill. Density tests shall be made at locations selected bY the geotechnical consultant. Frequence- of field density tests shall be not less than one test for each 2.0 feet of fill height and at least evety one thousand cubic yards of fill. VI-lere fill slopes exceed four feet in height their finished faces shall be tested at a frequence of one test „ „ „ , „,„ P May 11, 2017 Sewer Pum Station #1 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 3 Agreement No. 5967 ;:Group i;vt^ryl7r.rj,'�,a"IVlatters Lvsvr,v.r'rrrrra`rhrrrX'urrrrr^s,G°rrrr7 GEOTECHNICAL CONSULTANTS for each 1000 square feet of slope face \N11ere sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density reading shall be taken in the compacted material below the disturbed surface. \N1nen these readings indicate that the densin< of any layer of fill or portion thereof is below the required density, the particular later or portion shall be reworked until the required density has been obtained. C-6.00 SLiBDRAINS C-6.01 Subdrain Material Subdrairns shall be constructed of a 1TW' inSum 4 -inch diameter pipe encased in a suitable filter material. The subdrain pipe shall be Schedule 40 _'acrylonitrile Butadiene Styrene (ABS) or Schedule 40 Polyvinyl Chloride Plastic (PVC) pipe or approved equivalent. Subdrain pipe shall be installed with perforations down. Filter material shall consist of 3/4" to 1 1 /2" clean gravel wrapped in an envelope of filter fabric consisting of Nhrafi 140N or approved equivalent. C-6.02 Subdrain Installation Subdrain systems, if required, shall be installed in approved ground to conform the approximate alignment and details shown on the plans or herein. The subdrain locations shall not be changed or modified without the approval of the geotechunical consultant. The geotechnical consultant may recommend and direct changes in the subdrain Pune, grade or material upon approval by the design civil engineer and the appropriate governmental agencies. C-7.00 EXCAVATIONS C-7.01 General EXCavati(.)ns and cut slopes shall be examined by the geotechnical consultant. If deternnirned necessaiy by the geotechnical consultant, further excavation or overexcavation and refilling of overexcavated areas shall be performed, and/or remedial grading of cut slopes shall be performed. C-7.02 Fill -Over -Cut Slopes Where fill -over -cut slopes arc to be graded the cut portion of the slope shall be made and approved by the geotechinical consultant prior to placement of materials for construction of the fill portion of the slope. C-8.00 TRENCH BACKFILL C-.01 General Trench backfill within street right of ways shall be compacted to 901 o relative compaction as determined by the ASI NI D l:i:i7 test method. Backfill may be jetted as a means of initial compaction; however, mechanical compaction will be required to obtain the required percentage of relative compaction. If trenches are jetted, there must be a suitable delay for drainage of excess water before mechanical compaction is applied. Sewer Pump Station #1 May 1 „1,1, 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 4 RMA Group I^,a'r;r'� 1yr`aiY<'r,l Matters uvsws .r'rrtatr`cunParrr:rns.c`trrrr C-9.00 SEASONAL LIMITS C-9.01 General Agreement No. 5967 GEOTECHNICAL CONSULTANTS No fill material shall be placed, spread or rolled while it is frozen or thawing or during unfavorable weather conclitions. When the work is interrupted by heavy rain, fill operations shall not be resumed until field tests by the soils engineer indicate that the moisture content and density of the till are as previously specified. C-10.00 SUPERVISION C-10.01 Prior to Grading The site shall be observed by die geotechnical consultant upon completion of clearing and grubbing, prior to the preparation of any original ground for preparation of fill. The supervisor of the grading contractor and the field representative of the geotechnical consultant shall have a meetung and discuss the geotechnical aspects of the earthwork prior to commencement of grading. C-10.02 During Grading Site preparation of all areas to receive till shall be tested and approved by the geotechnical consultant prior to the placement of any fill. The geoteclinical consultant or his representative shall observe the fill and compaction operations so that lie can provide an opinion regarding the conformance of the work to the recommendations contained in this report. .,: Sewer Pump Station #1,, y 17 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 5 Agreement No. 5967 RMA Group ' ' Matters sa°at av,r'rrr¢7r'r7rrrarrritrs.rcarar aa..t•'r parti/�'�'A l GEOTECHNICAL CONSULTANTS ** If class 2 permeable material (See gradation to left) is used in place of SPECIFICATIONS FOR CLASS 2 3/4" - 1 1/2" gravel. Filter fabric may PERMEABLE MATERIAL be deleted. Class 2 permeable material (CAL TRANS SPECIFICATIONS) compacted to 90% relative compaction. Sieve Size % Passing V Soil backfill, compacted to Retaining wall � 90% relative compaction* 4 40-100 No.4 25-40 Wall waterproofing ��\ Filter fabric envelope per architect's (Mirafi 140N or approved specifications equivalent) ** No.200 Minimum of 1 cubic foot Provide open cell head per linear foot of 3/4" joints or outlet drain at 4 °O 0 crushed rock 50 feet on center to a d O ° suitable drainage device ° O 3" diameter perforated ° ° _��' PVCpp e schedule 40 or \� 4 �"" equivalent) with perforations ° oriented down as depicted ^Finished Grade ^\\ ^\\ ° O .Oo 3" min. minimum 1% gradient to I ° v suitable outlet. Compacted fill 4 Wall footing * Based on ASTM D1557 ** If class 2 permeable material (See gradation to left) is used in place of SPECIFICATIONS FOR CLASS 2 3/4" - 1 1/2" gravel. Filter fabric may PERMEABLE MATERIAL be deleted. Class 2 permeable material (CAL TRANS SPECIFICATIONS) compacted to 90% relative compaction. Sieve Size % Passing V 100 3/4" 90-100 3/8" 40-100 No.4 25-40 No.8 18-33 No.30 5-15 No.50 0-7 No.200 0-3 RETAINING WALL DRAINAGE DETAIL Pump Station May 1„1, 2017 Sewer ation #1 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page C - 6 RMA Group 11)frj,aMafters mvwdrrrc'rt°c,rrr rrrrrrets.cr','m APPENDIX D REFERENCES Agreement No. 5967 GEOTECHNICAL CONSULTANTS ✓�+ ` ':'fit MA Group Matters www r°krrnr,mm}wrr c¢ A OM APPENDIX D REFERENCES Agreement No. 5967 GEOTECHNICAL CONSULTANTS 1. Bedrossian, T.L. and Roffers, P.D., 2010, Geologic Compilation of Quaternary Surticial Deposits in Southern California, Long Beach 3()'x6()' Quadrangle: California Geological Survey Special Report 21 Plate 14). 2. Brvant, W.A. and Hart, E.\\"., 2007, Fault -Rupture Hazard Zones m California: California Department of Conservation, Division of Ntines and Geology- Special Publication 42, Interim Revision 2007 and online updates. 3. California Building Standards (.,ommission, 2016 California Building Code. 4, California Department of Conservation, Division of \lines and Geology, 2008, Guidelines for Evaluating and Nlit.igating Seisnnic Hazards in California, Special Publication 117A. :i. California Division of Mines and Geology, 1998, Seismic I lizards Zone Report for the 7.5' Venice, Seismic I lazard `Lone Report 036. 6. California Division of Mines and Geology, 1999, Earthquake Zones of Required Investigation for the Venice Quadrangle, Released Nlarch 2:5, 1999. ". California Division of Oil, Gas and Geothermal Resources, 2002, Oil, Gas and Geothermal flap #234, Los Angeles Count\-, California dated August 22, 2002, 8. California Division of Oil, Gas and Geothermal Resources, 1992, California ()it and Gas Fields Volume II — Southern, Central Coastal, and Offshore California Oil and Gas Fields. 9. California Division of Oil, Gas and Geothermal Resources, 2014Division of Oil, Gas and Geothermal Resources \yell Finder, lrttp://tc-\v\v.conscivation.ca.go\,/dog/Pages/\\'euf"indcr.aspx. 10. Callforma Geological Suivey, 2013, Fault Activity Map of California. 11. CiViFfcch (2012), Liquet}Pro, Version 3.8n, CivilTech Software. 12. Cite of El Segundo General Plan, 1992, 13. CountAr of Los _Angeles General Plan, 2013. 14. Google Earth, 2009, 2008, 2007, 2006, 2005, 2003, 2002, and 1991, Aerial Photographs. 13. His toricalaerials.com, 2005, 2003, 1980, 1978, 19,7, 19 7 2, 19;5-1, and 19:,53, Aerial Photographs. 16. Jennings, CAN-, and Bryant, WA, 2010, Fault Activity Map of California, California Geological Suivey, Geologic Data tap No. 6. 17. :\Iartin, G.R. and Lew, NI., 1999, Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and 1\Iitigating Liquefaction Hazards in California, Southern California Earthquake Center publication. 18. Ninvo and Moore, 2009, Geotechnucal PIValuation Sanitary Sever Pump Station No. I Improvements and Elimination of Pump Station No. 1 623 West Acacia Avenue and 610 Virginia Strect, FI Segundo, California, Porject Number 20766-500 1, dated June Ii, 2009. „, w .„ Sewer Pump Station #1 May 11 2017 Steve P. Rados, Inc. RMA Job No.: 17-0428-01 Page D- 1 X RMA Group Matters uvmvw,rrrrrx rrrrr arrrrrtrs.a'r,,ir, Agreement No. 5967 GEOTECHNICAL CONSULTANTS 19. Seed, H.B. and \Xlu'tman, R.V., 197(), Design of Earth Structures for Dynannic Loads is American Society of Civil Engineers Specialty Conference State -of -the Art Paper, Lateral Stresses in the Ground and Design of Earth - Retaining Structures. 20. 'I'okimatsu, K. and Seed, II.B., 198?, Evaluation of Settlements in Sands Due to Earthquake Shaking, journal of Soil Nlechanics and Foundation Engineering, Vol. 113, No. S. 21. U.S. Army Corps of Engineers, 2003, Engineering and Design - Stability _analysis of Concrete Structures, Publication CECT`' -E, Circular No. 1110-2-6038, _appendix G, http://wNvw.usace.armv.tnil/publications/eng- circulars/ec 1 110-2-6058/ 22. U.S. Geological Suivey, 2016, Seisrnic Design i\Iaps Calculator, Version 3.1.0, _USCF: 7-10 Standard, h rpp: / / earthcluake.usgs.go-,>/ designmaps / u, / report. 23. %ions, 1.1., 1983, Evaluating Earthquake Hazards in the Los Angeles Region, U.S. Geological Sulvey Professional Paper 1360. 24. Zionv, j.I, jones, NI. J., 1989, Map Showing Late Quaternati- Faults and 1978-84 Seistnicitt- of the Los _Angeles Region in Coastal Southern California, U.S. Geological Suivey Miscellaneous Field Studies Map NIF-1964. 23. Zion,1.1, et al, 1974, Prelitninan flap Showing Recency of Faulting in Coastal Southern California, t .S. Geological Suivey Miscellaneous Field Studies Map NIF-385. Sewer Pum St May 11, 2017 Steve P. Rados, #1 o „ s, Inc. 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