CONTRACT 6348 Public Works Contract CLOSEDAgreement No. 6348
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
CORRAL CONSTRUCTION & DEVELOPMENT, INC.
GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS
PROJECT NO.: PW 22-11
This CONTRACT is entered into this 15" day of Aaril, 2022, by and between the CITY
OF EL SEGUNDO, a general law city and municipal corporation ("the City") and CORRAL
CONSTRUCTION & DEVELOPMENT, INC. ("the Contractor").
1 T1
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 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 a total of
Thi Three Thousand Iwo 1lundred Forty Four Dollars ($33,244.00) for the Work in the
manner set forth in the Contract Documents.
�s
3. TIME FOR PERFORMANCE. 1T1004ty (2a)
A. The Contractor will fully complete the Work withir� 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
Agreement No. 6348
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.
S. 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.
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.
Agreement No. 6348
10. INDEPENDENT CONTRACTOR. The City and the Contractor agree thatthe 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 parry will be deemed made
when received by such party at its respective name and address as follows:
The Ci
City of El Segundo -Public Works
350 Main Street
El Segundo, CA 90245
Attention: Arianne Bola
abola@elsegundo.org
(310) 524-2364
The Contractor
Corral Construction & Development, Inc.
5211 E. Washington Boulevard 42-122
Commerce, CA 90040
Attention: Renee Soto
corral.construction@yahoo.com
(562)762-6632
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.
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.
Agreement No. 6348
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. 6348
IN WITNESS WHEREOF the parties hereto have executed this Contract the day and
year first hereinabove written.
EL SEGUNDO
George
City Manager
ATTEST:
Tracy Weaver,
City Clerk
APPROVED AS TO FORM:
MARK D. HENSLEY, City Attorney
Y«
--Z.��� . . . . . . . . ......... ----
Joaquin V ue, Deputy City Attorney
7
Insurance Reviewed by:
Hank Lu,
Risk Manager
CORRAL CONSTRUCTION &
DEVELOPMENT, INC.
Nam : ,vcu .Sorg
Title: Lpfroe-w,—
Taxpayer ID No. 2-(O " 3 ZS Z�f y s
Contractor State OA
License No.: 0[2-00$ 0 5�
Contractor City Business
License No.: 3 11 Lf �f_
Agreement No. 6348
City of El Segundo George Brett Field Scoreboard Improvements Project,
Project No. PW 22-11
Company Name: b ' ,
Address: 52,1( ..-.."�
City/State/Zip: % o
Designated Contact:
Email: U 11 .a( - LVyAsbu Z) ` . CW
Phone #: �� - ' .._„� Cell Phone #: 51oZ 1,7, - 1,1 r ._.
BID ITEMS
ITEM
NO.
ww.
DESCRIPTION
UNIT
.........
ESTIMATED
QUANTITY
UNIT
PRICE (in
figures)
Dollars/Cents
........
ITEM
TOTAL (in
figures)
Dollars/Cents
1
Pick up the new score
LS
1
board (Electro-Mech
Scoreboard Company) at
p
� � d
� Spa
City Yard located at 150
Illinois St. and deliver at
Geor ei Brett Field
2
Demolition- Remove
LS
1
existing scoreboard
above grade electrical
connections, columns,
%oho
beams, and upper 24" of
cast in place foundations
and dispose offsite per
City of El Segundo
requirements.
3
Fabricate base plates,
LS
1
weld columns to base
plates, columns to beams,
1 Z dvv
2 �N
column erection true and
plumb. Field/shop
welding per contractor
See Structural Plans.
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
ITEM
NO.
DESCRIPTION
UNIT
.._...... ....11
ESTIMATED
QUANTITY
UNIT
PRICE (in
figures)
Dollars/Cents
ITEM_ _.
TOTAL (in
figures)
Dollars/Cents
4
_
Excavate drill holes, (2)
LS
1
@36" diameter @ 6'-0"
deep minimum @ 10'-0"
O. C. and construct
CIDH pier footings. See
Structural Plans.
Fabricate and hang rebar
cage and anchor bolts.
Non -shrink grout
between base plate and
concrete CIDH caisson.
5
Upon proof of 4,500 PSI
LS
1
compression strength
(footings), attach new
score board (Electro-
Mech Scoreboard
Company) to new
columns per
manufacturers
construction details. See
Structural Plans.
6
Trench and extend
LS
1
electrical and data lines
from existing location to
new location. Connect
,.
�4a,�i
the electrical/data lines to
new scoreboard. See
Structural Plans.
7
Form and cap footing
LS
1
with additional concrete
from temporary upper
surface to 12" above
original grade.
5
Zit a S
Recompact disturbed
soils and complete minor
re -grading as necessary.
See Structural Plans.
TOTAL BID FOR ITEMS 1-7 IN FIGURES = $
TOTAL BID WRITTEN IN WOIDS: r ` ...........� " '/`-?�. SG-^ o........._........
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
DESIGNATION OF SUBCONTRACTORS
GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS PROJECT
PROJECT NO.: PW 22-11
Company Name: t4eqAj, Wf15rTqk1
As detailed in Section 24.1 (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 ortion 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)
y 1t Z2
Signature of Bidder Date
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
REFERENCES
Company Name: N& y r l
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: r Pf g-k- &EL on 4 0Kc,& 4Oaw6-
Location: 0 t + c"LvV 1L c 1 30
Name and address of owner
m360 2Y3 - SLt3
Name and current telephone number of person familiar with project
Type of Work: plpgc e 4- M<tcc a
Contract amount: $ 2.00 n e o Date completed: is 10 ZO
Amount of work done by my/our firm under Contract $ 1- 00 % 000
Did your firm have any financial interest in Project? W d
2. Project Title: 1 1,a1"L :-;)f-rf
Location: f s ,t
!2GL Sty
Name and address of owner
(%o31a S - 2.3 Z
Name and current telephone number of person familiar with project
Type of Work: s'aE!n.2222 4- g1;UZcr2tsj,
Contract amount: $ bQD ; opp Date completed:
Amount of work done by my/our firm under Contract $ IpAt 00 p
Did your firm have any financial interest in Project? ND
Agreement No. 6348
Project Title: ZV_$ &- owe L4j�r
Location: J Z°J tJ,C9 !!t"ri 0 5-
'- f 24 5 G . fO
Name and address of owner
Name and current telephone number of person familiar with project:
Type of Work: f,
Contract amount: $ 7-1 1 0 cep
Date completed: S zo l
,
Amount of work done by my/our firm under Contract $ 22--1 i v v o
Did your firm have any financial interest in Project? I-ro
4. Project Title: l
Location: . M621 ep,a
'"
Name and address of owner
PrjUlrIVIV 004 3r0) Sz 11- 2.3 q
Name and current telephone number of person familiar with project:
Type of Work C + pI�'iN�T /u6
Contract amount: $ lop J OM Date completed: � y L.t `I
Amount of work done by my/our firm under Contract $ i oo o0�
Did your firm have any financial interest in Project? /�►
Agreement No. 6348
Project Title: po
Location: - f:c
rtV ot- S 0 CY2s'
Name and address of owner
Oh o A6f) &U-XZ Flo Sz _ z2fz.
Name and current telephone number of person familiar with project:
Type of Work: P-t;�S-tv2ag?n 9-WMoO6-[,
Contract amount: $ lob 1 DUD Date completed: 7 Zo 117
Amount of work done by my/our firm under Contract $ gip! vao
Did your firm have any financial interest in Project? tfu
Bidder may attach ad�P,i oral 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:
(sA S cam) 331 -Lary a
_hot -*30b cv Flo
o_.'J
Agreement No. 6348
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
GEORGE BRETT FIELD SCOREBOARD HvIPROVEMENTS PROJECT
PROJECT NO.: PW 22-11
Company Name: 1-0 c.D�V� 4- SWPI1't(� !4✓u
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:Vft." 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."
Datc
Bid r'3 Signature
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
BOND NO. 1001188771
FAITHFUL PERFORMANCE BOND
GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS
PROJECT NO.: PW 22-11
Bond No. 1001188771
Bond Fee: $997
Corral Constriction & Develo nnent Inc. ("PRINCIPAL")
and lam. ^�.� .°ltv l�s i once C an , a corporation
incorporated under the laws of the State of ' " aiad 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 Tliirt '17hrec Thogsaild,
1" o Hundred Forty lwor�i Dollars ($33 244.00) 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 22-11, 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 22-11, 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 22-11) 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.
I-E-1
Agreement No. 6348
BOND NO. 1001188771
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 22-11 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
Agreement No. 6348
BOND NO. 1001188771
SIGNED AND SEALED this 281" _ day of April , 2022
Corral Construction & Development. Inc. U.S. S ecialty Insurance Com pan
PRINCIPAL SURETY
PRINCIPAL's MAILING ADDRESS:
A. Pfister, Attorney -in -Fact
SURETY's MAILING ADDRESS:
Corral Construction & Develo ment, Inc. U.S. S ecialt Insurance Com 491_
_....... ............
8639 OceanViewAve 801 S Figueroa #700
)hitter, CA 90605 _ _.. Los Angeles. CA 90017_.
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. 6348
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 a 'eS
County ofW� --
On 2022 before me, 1r01br1i SO-0O'�al9 I
(insert name and title of the fficer)
personally appeared a� ,
who proved to me on the basis of satisfactory evidence to be the person(*) whose name(or) is/age
subscribed to the within instrument and acknowledged to me that Ise/shet y executed the same in
/her/tImW authorized capacity(it%), and that by Jos/hedtl*r signatureW on the instrument the
person(), or the entity upon behalf of which the person(e) 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 (Seal)
..... .................. «...+w.w. *
SABRINA ANN SOTO)
' COMM # 2390883
Los Angeles County 2
California Notary pubi
Comm Exp Jan. 15, 2026*
Agreement No. 6348
I AUF I A ALL*PURPOW ACKMOWLEDGMENT CIVIL CODE 91189
A notW pu or ittis certificate vwWm only the Wm* of the ir*Adual who signed the
to which this cwWWe is atWdW, end not the hum, acwacy, orvak ty of that doctuttenL
State of California )
County of )
On A ril 28 2022 beforeme, Lianne Nahina, Notar, Public
Dote Here Insert Name and TWO of the Officer
Personally appeared Blake A. Pfister
Names) of Signe(s)
LIANNE NAHINA
. COMM. # 231,1283 70
NOTARY PUBU(=FORNIA X
ORANGE COUNTY N
MY COMM. EXP. DEC E, Z023
w' .0 GWA' �, a a ■, = r . w�
WITNESS my hand and official seal.
Signature
Signature of Notary Pubic
Place Notary Seal Above
O
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Deser"M of
Title or Type of Documert< Bond t 00118 8 7 7' 1 Document Date: A p r i l 28, 202 2
Number of Pages: 3 Signer's) Other Than Named Above: N/A, None
C"apa ,) by SWMVW
Signer's Name: Blake A. P f i s e r
0 Corporate Officer — Title(s):
0 P — OUrnited 13GenerW
0 individual . ® Attorney in Fact
ClTnistes 0 Guardian or Conservator
0 Other.
Signer Is Representing:
nsuran e Company
Signer's Name: -------
0 Corporate Officer -- Title(s):
0 Partner — 0 Limited 0 General
0 Individual 0 Attorney in Fact
0 Trustee 0 Guardian or Conservator
0 Other.
Signer Is Representing:
02014 National Notary Association • www,Ne ionWNotary.org • 1-800-US NOTARY (1-800-876-6827) ttem #5907
Agreement No. 6348
POWER F ATTORNEY
MEI ICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY
UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding
Company, an assumed name of American Contractors Indemnity Company, United States Surety Company„ a Maryland corporation
and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make„ constitute
and appoint.
Make A.. II fuStef of Missbin Mepo, California
its true and lawful Attorneys) -in -fact, each in their separate capacity if more than one is named above„ with full power and authority
hereby conferred in its name„ place and stead, to execute,acknowledge and deliver any and all bonds, recognizances,
undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety,
providing the, bond penalty does not exceed "'"Five Killion*"" Dollars
( " -$ ,000,000 Oa°"* ), This Power of Attorney shall expire without further action on January 3111, 2024. This mower of Attorney is
granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved, that the President, any Vide -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby
vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the
Company subject to the following provisions:
Attorney -in -Fact may be given full power and authority for and in the name of and on behalf of the Company„ to execute, acknowledge and deliver„ any
and all bonds, recogn'izances, contracts„ agreements or indemnity and other conditional or obligatory undertakings, including any and all consents
for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents
canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon
the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any
certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding
upon the Company with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
231d day of September, 2021,
AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY'
UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
Nli
y' f
State of California
JERMV
County of Los Angeles* :xx t " By:
�.
�rf� Daniel P. Aguilar, Vice President
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 accurac , or validitLl of that document
On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice
President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty
Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within
instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the
instrument the person, or the entity upon behalf of which the person 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,
0rwmrrm. raE0
WITNESS my hand and off . I seal. R—ry public war"i
eMarai pvra =7
Signature (seal)mc,.macp1ri.m
1, Kio Lo, Assistant Secretary op American Contractors Indemnity Company, Texas Bonding Company, United States Surety
Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power
of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors,
set out in the Power of Attorney are in full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Liss Angeles, California this
2 th day of April 2022
00
Corporate Seals
Bond No
74�� Kio Lo, Ass# Secretary
Agency No, 30 � -o
^hrmaree �u"k�"WMx�ihAVNur�rWled. "�'�„irJaadqufwaixal�—'n '�r� u ,rvµierrwP��.
HCCSMANPOA09/2021
visit tmhcc.com/surety for more information
ml:Uim
STATE OF CALIFORNU
DEPARTMENT of INSURANCE
SAN FRANCISCO
Amended
-Certificate .of Authority
Agreement No. 6348
NQ 07984
THIS IS To CERTIFY 7HAT, Pursuant to the Insurance Code of the State of California,
U.S. Specialty Insurance Company
Of Houston, :Texa;s , . organised under the
laws of Texas , subject to its Articles of Incorporation or
orherfundamenral organizational documents, is hereby authorized to transact within the State, subject to
allprovfEsion s of this Certificate. the following classes of insurance:
Fire, Marine; Surety, Disability, Liability,
Workers' Compensation;:Aircraft, and Miscellaneous
as such classes are now or may hereafter be Edeftned in the Insurance laws of the State of California,
MS CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in
fill compliance with all, and nor in violation ofany, of the applicable laws and lawful requirements made
under authority of the laws of the State of California as long as such laws or requirements are in effect
and applicable, and as such laws and re uiremnpttf1„Ao 'air, or may hereeer be changed or amended.
IN WrrNES&WHEREOP, effective as of the 29 th
day of December 2004 , I have hereunto
set my hand and caused my official seal to be aired this
29th day of December 2004
endi
for Ida Zodrow De
Atvt".""" Deput
QuAliheatltwn with ft &=cry of State must ba a "wmlishod asregoired by die s c prom)
Alice i. cu oi'tMs C,eardtioMe of AvlhuTity. Failutrrtodo so i i18lnc"A viailehun c%tlnaatettcc Code Section 701 and u
V'Otu b for r"Oladng" CtWfloaft of AtarltodtY pumment io.lhc couvenant3 made in the epplicAtion thereftrot and the
eboditiorat cone irred'hmtiL
� Deem Amur
be
Agreement No. 6348
LABOR AND MATERIALS BOND
GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS
PROJECT NO.: PW 22-11
Bond No. 1001188771
Bond Fee Included in Performance Bond
Corral Construction & Development. Inc. -, as principal
("PRINCIPAL") and U.S. S pecialty Insurance cop1pq1Lv a
corporation
incorporated under the laws of the State of Texas 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 Thirty Three
Thousand, Two Hundred Forty Four Dollars ($33.244.00) , 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; paynicnt by PRINCIPAL and all PRINCIPAL'S
subcontractors for all iaterials, provisions, provender, or other supplies, and equipment used its
upon, for or about the performance of the work contemplated in GEORGE BRETT FIELD
SCOREBOARD IMPROVEMENTS PROJECT, SPECIFICATIONS NO. PW 22-11
("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
stipulationsperfomi,ance of the conditions and
r SURE ill apply the bond or any l ortir n tundertaking,! ereof, toh e sa sfact on of any damages,
g ro
o or ,.
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 22-11, 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 22-11), 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.
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
I-F-1
Agreement No. 6348
BOND NO. 1001188771
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 22-11, 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
Agreement No. 6348
BOND NO. 1001188771
SIGNED AND SEALED this 28' — day of April 2022
Corral Construction & Development, Inc. U.S. Specially Insurance Com-pM
PRINCIPAL SURETy
Blake A. Pfister, Attorney -in -Fact
PRINCIPAL's MAILING ADDRESS:
Corral Cotish-uction & Developinen , Inc
8639 Ocean View Ave
-Wii—tter. . CA 90605
...........................................................
SURIETY's MAILING ADDRESS:
U.S. Specialty hisurance Comp ny
801 S Figueroa #700
Los Angeles, CA 90017
......................................................................
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-F-3
Agreement No. 6348
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
On . before me, �CAIMV1'01P W01'Iyul PUblk(- �
y (insert name and title of t Feofficer)
personally appeared (f) whose name(*) is/am
who, proved to me on the basis of satisfactory evidence to be the person
subscribed to the within instrument and acknowledged to me thatl*/she/fty executed the same in
�*/herft*W authorized capacity(kW), and that by4viWher/ tooeir signature(e) on the instrument the
person(a), or the entity upon behalf of which the person(%) 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 (Seal)
.........
14 SOTO;.
COMM ft 23908831 3z
!n Los Angeles C
'California Notary
"mrn exp jam 15, 20261-
Agreement No. 6348
CAUF01101111A ACKNOWILS"MUff CIVIL CODE § 1189
- . I - .: 11 . 1 - �. . �.11
r I
State of California )
County of or)
On April28, 2022 beforeme, Lianne Nahina, Notar Public
Date Here Insert Name and Title of the Officer
pe„gonaily appeared Blake A. Pfister
A(er Ws) of 3lgner(s)
Cole
rr� e+ +# «.r w # r w �w w mod► w r � `°w
#• ow �- w w� ° w p w r -• w M# w w � w
# s 1
LIANNE NAHINA WrrNESS my hand and offal seal.
P COMM. # 2314283 M
NOTARY PUBL C-WFORNUI M
pC ORANGE COUNTY N Signature
` MY COMM. EXP. DEC 512023 Signature of Notary public
Pace Notary Sea! Above
O A»
Though this section Is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Doemnerd 2
Title or Type of Document Bond 1001188771 Document Dom: A P
ril 28 20
Number of Pages: B Signer(s) Other Than Named Above: A e
C ) CbbmW by s)
Signet's Name: Blake A. Pfister
Corporate Officer — Title(5y,
[j P — 0 Limited 0 General
Cj Individual . ® Attorney in Fact
0 Tnztw ® Guardian or Conservator
® Other.
Signer Is Representing: c a y
insurance Company
Signer's Name: --------
0 rate Officer -- s)'
0 P — ® Limited O Gwwrd
lndhvidual 0 Attorney in Fact
Trustee O Guardian or Conservator
C Other:
Signer is Representing:
Raw
02014 National Notary Association • www.NationWNotary.org • 14MO-US NOTARY (148O•876-6627) Item #5907
Agreement No. 6348
$::10WE111R 0111::::° AI"""'f'11R111 Ilf;;;;;'
AMMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY
UNITED STATES SURETY'COMPANY U.S. SPECIALTY INSURANCE COMPANY
(KNOW AII....L AMEN IBY "1f"Hl::::SE PRESEN" & That Amercan Contractors Indemnity Company, a California corporation, "'I"'exas Bon& ng
Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation
and U.S. Specialty Insurance Company, a Texas corporation (collectively, the "Companies"), do by these presents make, constitute
and appoint:
Blake A. Pfister of Mission Viejo, California
its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances,
undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety,
providing the bond penalty does not exceed *****Five Million***** Dollars
( " 5,000,000 00**" ), This Dower of Attorney shall expire without further action on January 3131, 2024, This Power" of Attorney is
granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies,..
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby
vested with full power and authority to appoint any one or more suitable persons. as Attorney(s)-in-Fact to represent and actfor and on behalf of the
Company subject to the following provisions:
Attomey-in-Fact may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any
and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents
for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents
canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon
the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any
certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding
upon the Company with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
23rd day of September„ 2021'.
AIMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY
UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
State of California` �y�r���
, t l�- is
County of Los Angeles rt�� 7 19,1 �, 1 f'�&11 s4
By:
Daniel P. Aguilar, Vice President
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, accurac „ or vadidi of that document
On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice
President of American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty
Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within
-_instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the
instrument the person, or the entity upon behalf of which the person 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.
r� ar�-s°r.rrnta.e
WITNESS my hand and oft ' l seal. Notary bli- •Qna n
LAM a40% ev"ty
rnr ra GAan N 1320307
My COM Mr r�,p4,rf4 .IAA 31, 20,'
Signature (seal) •«w•�,
I, Kio Lo, Assistant Secretary oP American Contractors Indemnity Company, Texas Bonding Company, United States Surety
Company and U.S. Specialty Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power
of Attorney, executed by said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors,
set out in the Power of Attorney are in full force and effect.
In Witness Whereof„ I have hereunto set my hand and affixed the seats of said Companies at Los Angeles„ California this
2 8 t h day of x 2022
p 77 y y��,u Wvrrnu a�nuaa.x�a ��oxi
1��1188771 �ACP sGp���U �orvaary�
Corporate S' �
Bond No. eels �, ��"� " � -
___
* , Kio Lo Assi Secretary
Agency N0, 3074 � ��rcrr��w�^ *t*"" „n;.�.M.�. �,, r �� ,
�"'n'na aneu n„„na ry�„�G�� M'h" ">Guun„,urmuW,"�'� �'Y!rnraeri4iure mM1l�MtA
HCCSMANPOA09/2021
visit tmhcc.com/surety for more information
STATE OF CALIFORNIA
DEPARTMENT OF INSURANCE
SAN FRANCISCO
Amended
Certificate .of Authority
Agreement No. 6348
N9 07984
TfUS IS TO CERTIFY THAT, Pursuant to the Insurance Code of the State of California,
U.S. Specialty Insurance Company
of Houston, Texas , organized under rho
laws of Texas , subject to its Articles of Incorporarion or
orherfundarnenral orgonizaticnal documents, is hereby authorized to transact within the State, subject to
all provisions of this Certificate, the following classes of insurance:
Fire, Marine; Surety, Disability, Liability,
Workers' Comperisation;:Aireraft, and Miscellaneous
as such classes are now or may hereafter be defined in the Insurance Laws of the State of California,
TEES CERTIFICATE is expressly conditioned upon the holder hereof now and hereafter being in
full compliance with all, and not in violation ofany, of the applicable laws and lawful requirements made
under authority of the laws of the State of California as long as such laws or requirements are, in effect
and applicable, and as such laws and re4uirdm&0,ftoW are, or may herei*er be changed or amended.
tIV WTIIVESS; WHEREOF, effective as of the 29 th
day of December 2004 , I have hereunto
set my hand and caused my official seal to be affixed this
29 th day of December , 2004
amendi
for Ida Zodrow
NOTICE:
l rroattrl-don vaM the Sotretmy of Slatt rrmat be a ampl'rshcd as r+aquited by 44yc odc pro y
a alttr iwwcc of this Ceru"froalo of ,huthmity, pailurb to & so ivol•ba a violude of Insurance Code Section 701 and t be
9"A%nda for ravobng this Certificate of Avlh drY petsoenl io.lhe convenants made in the epplicalion therefor and the
tbuAtioac contsimd, herein
Agreement No. 6348
;
March 7, 2022
Subject: City of El Segundo Request for George Brett Field Scoreboard Improvements
Project Bid Proposals
The City of E1 Segundo is requesting bid proposals from qualified contractors to remove the
existing scoreboard and construct a new scoreboard at George Brett Field located at 401
Sheldon St.
Scope of Work:
The work to be done consists of and is not limited to the construction of new footings, new
columns and beams to support the new scoreboard manufactured by Electro-Meth Scoreboard
company. Contractor is to reestablish the necessary electrical systems (not limited to running
new conduit, installing new pull boxes, etc.) to provide power to the new scoreboard.
Contractor shall remove and demolish the existing scoreboard including the existing footings
to a minimum depth of 2'-0" below grade after the new scoreboard is constructed and all
electrical systems are installed and the new scoreboard is fully functional.
Working Days
Regular working hours shall be Monday to Friday, 7:00 am to 4:00 pm.
Contract Tenn
The Contractor will fully complete the Work within 20 working days (the "Contract Time")
The Contract Time will commence when the City issues a Notice to Proceed.
Prevailing Wa ge and fie wirtment of industrial relations 121ID SB 854 l et uh-ellients
This project is subject to prevailing wage requirements. Also, the Contractor shall adhere to
requirements of Section 1771, 1774-1776, 1777.5,1813 and 1815 of the Labor Code.
1. No contractor or subcontractor may be listed on a proposal for a public works project
unless registered with the DIR pursuant to Labor Code section 1725.5 [with limited
exceptions from this requirement for bid purposes only under Labor Code section
1771.1(a)].
2. No contractor or subcontractor may be awarded a contract for public work on a public
works project unless registered with the DIR pursuant to Labor Code section 1725.5.
3. This project is subject to compliance monitoring and enforcement by the DIR.
Contractor and City Business Licenses
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, the acceptable
license class is "A" and/or `B". The Contractor and his Sub -Contractors will be required to
350 Wain Sireel, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
possess the correct license for their project classifications, as well as a valid Business License
from the City of El Segundo.
Subcontractors
The services of Sub -contractors will comply with all terns and conditions required of the
Contractor.
References
List a minimum of 5 references that have used your company in a similar work within the last
two years.
Public Works and Building Safety Permits
The Contractor will be required to apply and obtain applicable pen -nits (including electrical
and the scoreboard installation permits) from both the Public Works and Building Safety. The
Contractor's 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.
The Contractor must complete the Waste Management Plan Forms included in this RFP and
must be submitted to the Development Services Department.
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.
The proposed scoreboard shall be fully completed and be functional before the existing
scoreboard is demolished and removed from the site.
City Map
a
�...m._.
;
1
w
350 Again Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
Attachments
- Rate Sheet
- Designation of Subcontractors
- References
- Insurance Requirements
- Technical Specifications
- Waste Management Plan
Acceptance or Reiection of Proosals:
The City reserves the right to select the successful proposal(s) and negotiate an agreement as
to the scope of services, the schedule for performance, duration of the services with the
Contractor(s) whose proposal(s) is/are most responsive to the needs of the City, and
compensation for services. The City reserves the right to further negotiate any aspect of an
agreement.
Additionally, the City reserves the right to reject any and all proposals, or alternate proposals,
or waive any informality or irregularity n the proposal as in the City's best interest. The City
may, for any reason, decide not to award the agreement(s) as a result of this RFP.
Proposals shall be prepared and submitted in accordance with provisions of the RFP
instructions and specifications. Any alteration, omission, addition, variance, or limitation of,
from, or to a proposal may be sufficient grounds for rejection of the proposal. The City has
the right to waive any minor defects or irregularities in a proposal. The City may deem a
proposal nonresponsive if any document or item necessary for the proper evaluation of the
proposal is incomplete, improperly executed, indefinite, ambiguous, or missing.
Submittal Reguirenients Deadline and _Questions:
Place "George Brett Field Scoreboard Improvements Project RFP" in the Subject Line of all
correspondence regarding this request in order for the emails to be routed correctly. All
qq stticans should laws emailed and route to A i iaatr�c, Bola at �l�cal��(ii)else��,ua�dt .org nc�ITlIT��ITtelr_tl�an
March 24. 2022. Questions will be answered and responses sent to all registered contractors
by 5:00 pm on March 29, 2022,
All rate sheets, in the format attached to this letter, must be received by 5:00 P.M.,
MONDAY, APRIL 11, 2022,
Emailed to Arianne Bola
at abola@elsegundo.org
The Proposer shall guarantee that all rates shown in their submittal shall be valid for a period
of 120 calendar days from the due date of proposals or while contract documents are being
processed.
Sincerely,
Arianne Bola
Public Works Department
(310) 524-2364
Cc: Lifan Xu, City Engineer
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
City of El Segundo George Brett Field Scoreboard Improvements Project,
Project No. PW 22-11
Company Name:
Address:
City/State/Zip;
Designated Contact:
Email:
Phone #: Cell Phone #:
BID ITEMS
ITEM DESCRIPTION
_
UNIT
ESTIMATED
.........
UNIT
ITEM
NO.
QUANTITY
PRICE (in
TOTAL (in
figures)
figures)
Dollars/Cents
Dollars/Cents
1 Pick up the new score
LS
l
board (Electro-Mech
Scoreboard Company) at
City Yard located at 150
Illinois St. and deliver at
Georg d e Brett Fie......._
......
_.. .........
. ....... _.........
2 Demolition- Remove
LS
1
existing scoreboard
above grade electrical
connections, columns,
beams, and upper 24" of
cast in place foundations
and dispose offsite per
City of El Segundo
re uirements.
3 Fabricate base plates,
LS
1
weld columns to base
plates, columns to beams,
column erection true and
plumb. Field/shop
welding per contractor
See Structural Plans.
350 Main Street, El Segundo,'
Agreement No. 6348
ITEM DESCRIPTION
UNIT
....
ESTIMATED
UNIT
IT ..........
EM
NO.
QUANTITY
PRICE (in
TOTAL (in
figures)
figures)
Dollars/Cents
_......................
Dollars/Cents
a
4 Excavto drill holes, (2)
_............
LS
1
@36" diameter @ 6'-0"
deep minimum @ 10'-0"
O. C. and construct
CIDH pier footings. See
Structural Plans.
Fabricate and hang rebar
cage and anchor bolts.
Non -shrink grout
between base plate and
concrete CIDH caisson.
_......
..... .........
.....................
5 Upon proof of 4,500 PSI
LS
l
compression strength
(footings), attach new
score board (Electro-
Mech Scoreboard
Company) to new
columns per
manufacturers
construction details. See
Structural Plans.
6 Trench and extend
LS
1
electrical and data lines
from existing location to
new location. Connect
the electrical/data lines to
new scoreboard. See
Structural Plans.
................_..__...__,,,
................
�. ...........................
nd capfooting
7 Form and
LS
1
with additional concrete
from temporary upper
surface to 12" above
original grade.
Recompact disturbed
soils and complete minor
re -grading as necessary.
See Structural Plans.
TOTAL BID FOR ITEMS 1-7 IN FIGURES = $
TOTAL BID WRITTEN IN WORDS:
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
DESIGNATION OF SUBCONTRACTORS
GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS PROJECT
PROJECT NO.: PW 22-1 1
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
w
and wilof the work itself.
l �1���•on that �t��'tNon
Description of
Subcontractor's Portion of
Name of Contractor Work Estimated
Subcontractor Address License No. Subcontracted $ Amount
nwW •m.,„n�� (Number and Street) � rmmMM•
_. ..............................
(City, Zip Code)
.... ........
_• ......... -'
...
(Make copies of this page if additional space is needed)
Signature of Bidder Date
350 Main Street, El Segundo, CA 90245-3813 0
Agreement No. 6348
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:
I : 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?
350 Main Streel, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
3. Project Title:.
0
5
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? .. __�
Project Title:
Location:
Name and address of owner
..........
Name and current telephone number of person familiar with project:
Tvpe of Work:
Contract amount: $_.........._... _ _ Date completed: mmmmmmmmmmmm
Amount of work done by my/our firm under contract $ .........
Did your firm have any financial interest in Project? ..............
Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project:
Type of Work:
Agreement No. 6348
Contract amount: $ __ITIT _ Date completed:
Amount of work done by my/our firm under contract
Did your firm have any financial interest in Project?
Bidder nzay 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:
350 Main Street, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS PROJECT
PROJECT NO.: PW 22-1 I
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 Ii,isuii,Al�. 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:Vll." 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 Bidder's Signature
350 Main Sireel, El Segundo, CA 90245-3813 (310) 524-2300
Agreement No. 6348
PW 22-11: GEORGE BRETT FIELD SCOREBOARD IMPROVEMENTS PROJECT
TECHNICAL SPECIFICATIONS
SECTION 1. GENERAL REQUIREMENTS
01000 STANDARD PROVISIONS
01001 APPLICABILITY OF STANDARD PROVISIONS
The work shall be performed in accordance with "STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION" (Green Book), latest edition, including any supplements, hereinafter
referred to as'Standard Specifications', the latest editions of the California Building Code, California
Electrical Code, California Mechanical Code, and ASTM specifications, and in accordance with these
Special Provisions. In case of conflict between the Standard Specifications and these contract
specifications, the contract specifications shall take precedence.
01002 SUBMITTALS
A. Prior to the commencement of work, the contractor shall submit the following
information and reference materials for approval and obtain a building permit from
the building official.
1. Stamped and signed concrete mix design per specifications contained in this
document and found on the structural plans.
01003 QUALITY CONTROL
A. Selected contractor shall be familiar with and qualified to complete the construction
operations proposed. Contractor shall have experience erecting steel columns, have
staffed or sub -contracted certified welders, constructed deep foundation elements.
B. No person installing any portion of the work in an unsatisfactory manner or whose
conduct is disruptive, in the opinion of the City, shall be allowed to continue. The
onsite foreman shall promptly discharge such persons from the project site.
C. The contractor shall keep at the worksite, a copy of a set of approved plans and
specifications at all times during work.
D. The contractor shall, upon discovering any potential error or omissions in the plans or
specifications, immediately notify the design engineer of the concern.
E. The Contractor shall complete all work in accordance with the requirements of the
current California Building Code, the material manufacturer's published general
installation requirements, and industry standards. In the event of a conflict with these
specifications and drawings with the above, the more stringent requirement shall
prevail.
F. The contractor shall obtain the appropriate permits from the building division. The
contractor and its sub -contractors shall obtain and/or possess all the required licenses,
including the City's business licenses, at their own cost.
Agreement No. 6348
MIS
A. Pre -Construction Meeting
A pre -construction meeting shall be coordinated by the contractor and shall
include at a minimum the design engineer, (GMU Structural Engineering), the
private special inspector, (GMU Geotechnical Inc.), and a City of El Segundo
Inspector or representative.
The contractor shall coordinate inspections with the City building inspector and
GMU Geotechnical Inc.
B. Inspections and Permits
The Contractor shall coordinate all required inspections with the Building
Inspector and post the permit at the work site prior to the start of work.
The Contractor is to notify the Building Division a minimum of forty-eight (48)
hours in advance prior to the start of work. No construction operations without
inspection will be permitted. Work performed without inspection is subject to
removal and replacement.
C. Changes in Work
1. Any changes in the scope of work which could result in an additional cost to the
city or a reduction in cost to the City must be approved in writing by the City
prior to initiation.
01005 REMOVAL AND DISPOSAL OF NON -ASBESTOS MATERIALS
A. The Contractor shall remove all materials stated in scope of work/general
requirements.
B. The Contractor is to keep the premises clean and free from accumulations of waste
materials and rubbish at all times. The Contractor shall remove all debris, scrap, and
rubbish from the work area daily, or other means approved by the City, to prevent
injury or damage to personnel, equipment, building or premises.
C. The Contractor is responsible for all damage resulting from related work.
D. All materials to be disposed of shall be loaded directly from the jobsite into trucks or
disposal containers by means of approved methods that will prevent damage to
surrounding grounds and improvements, and to preclude pollution.
E. No accumulation in the staging area of materials to be disposed will be permitted at
any time. The Contractor is responsible for prompt removal from the site and
disposal in accordance with local codes and ordinances.
Agreement No. 6348
1 W V [IMMM1419"1
The work to be done consists of the removal of the existing scoreboard for George
Brett Field including the existing footings to a minimum depth of 2'-0" below grade
and replace with a new scoreboard to be manufactured by Electro-Mech Scoreboard
company. New columns and beams will be used to support the new scoreboard above
a new foundation in a location chosen by City staff. Contractor is asked to re -use
above grade electrical boxes, if possible, replace corroded boxes as needed.
01011 PERMITS, LICENSES, AND INSPECTIONS
The Contractor and subcontractors shall obtain a City business license, prior to any
commencement of work. City building permit, is required; however, they will be
issued at no cost to the Contractor. The Contractor and all its subcontractors shall
comply with the Clean Air and Federal Water Pollution Control Acts and the
regulations of the Environmental Protection Agency. The Contractor and/or the
Contractor's subcontractors shall pay for and obtain all necessary permits to comply
with these acts and regulations.
01012 CONDUCT OF CONSTRUCTION OPERATIONS
Construction operations shall be conducted in such a manner as to cause as little
inconvenience as possible to adjacent activities. No material or equipment shall be
stored where it will interfere with the free and safe passage to other parts of the park.
At the end of each day's work and at other times when construction operations are
suspended for any reason, the Contractor shall remove all equipment and other
obstructions from transit areas of the park. All spillage and any excessive dirt or
debris caused by hauling operations or moving equipment along or across the
building shall be removed immediately at the Contractor's expense.
01013 OSHA
All Contractors and subcontractors performing work shown on or related to these
specifications shall conduct their operations so that all workers and visitors to the
park are provided a safe place to work and the public is protected. All Contractors
and subcontractors shall comply with the "Occupational Safety and Health
Regulations" of the U.S. Department of Labor and with the State of California
Department of Industrial Relations "Construction Safety Orders," and the City
Engineer shall not be responsible in any way for this compliance.
Contractor further agrees that the Contractor will assume sole and complete
responsibility for job site conditions during the course of construction of this project,
including safety of all persons and property; that this requirement shall apply
continuously and not be limited to normal working hours; and that the Contractor
shall defend, indemnify and hold the owner and City harmless from any and all
liability, real or alleged, in connection with the performance of work on the project,
except for liability arising from sole negligence of the owner or the City.
Agreement No. 6348
01014 CONSTRUCTION MATERIAL STORAGE
It shall be the Contractor's responsibility to locate any storage sites for materials and
equipment needed, and such sites must be approved in advance by the City.
01015 DAMAGES DUE TO CONSTRUCTION
Street pavement, curbs, gutters, sidewalks, driveways, sprinklers, grass, landscaping,
or any other City -owned equipment/materials damaged as a result of the Contractor's
operation shall be repaired in accordance with the City's standard drawings and
specifications at the Contractor's sole expense, as soon as possible.
01016 SOUND CONTROL
The Contractor shall comply with all local sound control and noise level rules,
regulations, and ordinances which apply to any work performed pursuant to the
contract.
01020 NPDES REQUIREMENTS
The contractor shall conform to the requirements of the National Pollutant Discharge
Elimination System (NPDES) Permit for Construction Activities, and the Drainage
Area Management Plan (DAMP) in compliance with the Federal Requirements for
the Control of Urban Pollutants to Storm Water Runoff. As a part of the requirements
of the DAMP, the Contractor will prepare and implement a Storm Water Pollution
Prevention Plan (SWPPP) prior to the start of construction activities. The SWPPP
will identify the Best Management Practices (BMPs) the Contractor will use to
prevent pollutants from entering the storm drain systems. In addition, the Public
Works Manager may require the contractor to install additional BMPs as needed to
prevent pollutants from entering the storm drain system.
01030 SPECIAL INSTALLATION DETAILS
01031 GENERAL
Full compensation for furnishing all materials, labor, tools, equipment, and
incidentals, and performing all the work required, shall be considered as included in
the lump sum price paid for the specified scope of work, and no additional
compensation will be allowed. The lump sum amount shall include all tasks needed
to complete the job to the City's satisfaction. This work shall consist of supplying all
labor, methods or processes, implements, tools, machinery, equipment, and materials
to complete the specified scope of work, including preliminary preparation, and
protection of new work, as directed by the Public Works Manager, to provide a
completed project.
01032 EQUIPMENT AND MATERIALS
Agreement No. 6348
Before the commencement of work, the Contractor shall furnish the Public Works
Manager with a statement from the vendors. Said statements shall state the date that
any materials ordered are shipped. The City shall not be liable for any delay to
performance prior to delivery of these submittals.
01400 QUALITY CONTROL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the contract, including general conditions and
other Division-] Specification Sections apply to this section
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for quality -control
services.
B. Quality control services include inspections, tests, and related actions, including
reports performed by Contractor, by independent agencies, and by governing
authorities. They do not include contract enforcement activities performed by
Architect.
C. Inspection and testing services are required to verify compliance with requirements
specified or indicated. These services do not relieve Contractor of responsibility for
compliance with Contract Document requirements.
D. Requirements of this Section relate to customized fabrication and installation
procedures, not production of standard products.
Specific quality -control requirements for individual construction activities
are specified in the Sections that specify those activities. Requirements in
those Sections may also cover production of standard products.
Specified inspections, tests, and related actions do not limit Contractor's
quality control procedures that facilitate compliance with Contract Document
requirements.
Requirements for Contractor to provide quality -control services required by
Architect, Owner, or authorities having jurisdiction are not limited by
provisions of this Section.
E. Related Sections: The following Sections contain requirements that relate to this
Section:
1. Division 1 Section 01002 "Submittals" specifies requirements for
development of a schedule of required tests and inspections.
Agreement No. 6348
1.3 RESPONSIBILITIES
A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of
another identified entity, Contractor shall provide inspections, tests, and other
quality -control services specified elsewhere in the Contract Documents and
Required by authorities having jurisdiction. Costs for these services are included in
the Contract Sum.
1. Where individual Sections specifically indicate that certain inspections,
tests, and other quality control services are the Contractor's responsibility,
the Contractor shall employ and pay a qualified independent testing agency
to perform quality control services. Costs for these services are included in
the Contract Sum.
2. Where individual Sections specifically indicate that certain inspections,
tests, and other quality -control services are the Owner's responsibility, the
Owner will employ and pay a qualified independent testing agency to
perform those services.
Retesting: The Contractor is responsible for retesting where results of inspections,
tests, or other quality control services prove unsatisfactory and indicate
noncompliance with Contract Document requirements, regardless of whether the
original test was Contractor's responsibility.
1. The cost of retesting construction, revised or replaced by the Contractor, is
the Contractor's responsibility where required tests performed on original
construction indicated noncompliance with Contract Document
requirements.
C. Associated Services: Cooperate with agencies performing required inspections,
tests, and similar services, and provide reasonable auxiliary services as requested.
Notify the agency sufficiently in advance of operations to permit assignment of
personnel. Auxiliary services required include, but are not limited to, the following:
1. Provide access to the work.
2. Furnish incidental labor and facilities necessary to facilitate inspections and
tests.
3. Take adequate quantities of representative samples of materials that
require testing or assist the agency in taking samples.
4. Provide facilities for storage and curing of test samples.
5. Provide the agency with the approved mix design.
6. Provide security and protection of samples and testing equipment at the
project site.
D. Duties of the Testing Agency: The independent agency engaged to perform
inspections, sampling, and testing of materials and construction specified in
individual Sections shall cooperate with the Architect and the Contractor in
Agreement No. 6348
performance of the agency's duties. The testing agency shall provide qualified
personnel to perform required inspections and tests.
1. The agency shall notify the Design Engineer and the Contractor promptly of
irregularities or deficiencies observed in the Work during performance of its
services.
2. The agency is not authorized to release, revoke, alter, or enlarge
requirements of the Contract Documents or approve or accept any portion
of the Work.
3. The agency shall not perform any duties of the Contractor.
E. Coordination: Coordinate the sequence of activities to accommodate required
services with a minimum of delay. Coordinate activities to avoid the necessity of
removing and replacing construction to accommodate inspections and tests.
1. The Contractor is responsible for scheduling times for inspections, tests,
taking samples, and similar activities.
1.4 SUBMITTALS
A. The independent testing agency shall submit a certified written report, in duplicate, of
each inspection, test, or similar service to the Design Engineer and Owner.
1. Report Data: Written reports of each inspection, test, or similar service
include, but are not limited to, the following:
a. Date of issue.
b. Project title and number.
c. Name, address, and telephone number of testing agency.
d. Dates and locations of samples and tests or inspections.
e. Names of individuals making the inspection or test.
f. Designation of the Work and test method.
g. Identification of product and Specification Section.
h. Complete inspection or test data.
i. Test results and an interpretation of test results.
j. Comments or professional opinion on whether inspected or tested
Work complies with Contract Document requirements.
k. Name and signature of inspector.
1. Recommendations on retesting, if required.
1.5 QUALITY ASSURANCE
A. Qualifications for Service Agencies: Engage inspection and testing service agencies,
including independent testing laboratories, that are prequalified as complying with
the American Council of Independent Laboratories "Recommended Requirements
for Independent Laboratory Qualification" and that specialize in the types of
inspections and tests to be performed.
Agreement No. 6348
Each independent inspection and testing agency engaged on the Project
shall be authorized by authorities having jurisdiction to operate in the state
where the Project is located.
PART 2 — PRODUCTS — (not applicable)
PART 3 - EXECUTION
3.1 REPAIR AND PROTECTION
A. General: Upon completion of inspection, testing, sample taking and similar services,
(if required) repair damaged construction and/or damaged adjacent existing
facilities to remain and restore substrates and finishes.
B. Protect construction exposed by or for quality -control service activities and protect
repaired construction.
C. Repair and protection is Contractor's responsibility, regardless of the assignment of
responsibility for inspection, testing, or similar services.
01600 MATERIALS AND EQUIPMENT
PART l - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the contract, including General Conditions and
other Division I Specification Sections apply to this section.
1.2 SUMMARY
A. This section includes administrative and procedural requirements governing the
Contractor's selection of products for use in the project.
B. Related Sections: The following Sections contain requirements that relate to this
Section:
1. Division 1 Section 01095 "Reference Standards and Definitions" specifies
the applicability of industry standards to products specified.
2. Division 1 Sections 01300 "Submittals" specifies requirements for submittal
of the Contractors Construction Schedule and the Submittal Schedule.
3. Division 1 Section 01631 "Substitutions" specifies administrative procedures
for handling requests for substitutions made after award of the Contract.
Agreement No. 6348
1.3 DEFINITIONS
A. Definitions used in this Article are not intended to change the meaning of other
terms used in the Contract Documents, such as "specialties," "systems," "structure,"
"finishes," "accessories," and similar terms. Such terms are self-explanatory and
have well -recognized meanings in the construction industry.
1. 'Products' are items purchased for incorporation in the Work, whether
purchased for the Project or taken from previously purchased stock. The
term "product" includes the terms "material," "equipment," "system," and
terms of similar intent.
a. "Named Products" are items identified by the manufacturer's
product name, including make or model number or other
designation, shown or listed in the manufacturer's published
product literature, that is current as of the date of the Contract
Documents.
'Materials' are products substantially shaped, cut, worked, mixed, finished,
refined, or otherwise fabricated, processed, or installed to form a part of
the Work.
3. 'Equipment' Is a product with operational parts, whether motorized or
manually operated, that requires service connections, such as wiring or
piping.
1.4 SUBMITTALS
A. Product List: Prepare a list showing products specified in tabular form acceptable to
the Design Engineer. Include generic names of products required. Include the
manufacturer's name and proprietary product names for each item listed.
1. Coordinate product list with the Contractor's Construction Schedule and the
Schedule of Submittals.
2. Initial Submittal: Within 30 days after date of commencement of the Work,
submit 3 copies of an initial product list. Provide a written explanation for
omissions of data and for known variations from Contract requirements.
a. At the Contractors option, the initial submittal may be limited to
product selections and designations that must be established early
in the Contract period.
3. Completed List: Within 60 days after date of commencement of the Work,
submit 3 copies of the completed product list. Provide a written explanation
for omissions of data and for known variations from Contract requirements.
4. Design Engineer's Action: The Design Engineer will respond in writing to
Contractor within 2 weeks of receipt of the completed product list. No
response within this period constitutes no objection to listed manufacturers
Agreement No. 6348
or products but does not constitute a waiver of the requirement that
products comply with Contract Documents. The Design Engineer's response
will include a list of unacceptable product selections, containing a brief
explanation of reasons for this action.
1.5 QUALITY ASSURANCE
A. Source Limitations: To the fullest extent possible, provide products of the same kind
from a single source.
1. When specified products are available only from sources that do not, or
cannot, produce a quantity adequate to complete project requirements in a
timely manner, consult with the Design Engineer to determine the most
important product qualities before proceeding.
B. Compatibility of Options: When the Contractor is given the option of selecting
between two (2) or more products for use on the Project, the product selected shall
be compatible with products previously selected, even if -previously selected
products were also options.
C. Nameplates: Except for required labels and operating data, do not attach or imprint
manufacturer's or producer's nameplates or trademarks on exposed surfaces of
products that will be exposed to view in occupied spaces or on the exterior.
1. Labels: Locate required product labels and stamps on concealed surfaces or,
where required for observation after installation, on accessible surfaces that
are not conspicuous.
2. Equipment Nameplates: Provide a permanent nameplate on each item of
service connected or power -operated equipment. Locate on an easily
accessible surface that is inconspicuous in occupied spaces. The nameplate
shall contain the following information and other essential operating data:
a. Name of product and manufacturer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.
1.6 PRODUCT DELIVERY, STORAGE, AND HANDELING
A. Deliver, store, and handle products according to the manufacturer's
recommendations, using means and methods that will prevent damage,
deterioration, and loss, including theft.
1. Schedule delivery to minimize long-term storage at the site and to prevent
overcrowding of construction spaces.
2. Deliver products to the site in an undamaged condition in the
manufacturer's original sealed container or other packaging system,
Agreement No. 6348
complete with labels and instructions for handling, storing, unpacking,
protecting, and installing.
3. Inspect products upon delivery to ensure compliance with the Contract
Documents and to ensure that products are undamaged and properly
protected.
4. Store products at the site in a manner that will facilitate inspection and
measurement of quantity or counting of units.
5. Store heavy materials away from the Project structure in a manner that will
not endanger the supporting construction.
6. Store products subject to damage by the elements above ground, under
cover in a weather -tight enclosure, with ventilation adequate to prevent
condensation. Maintain temperature and humidity within range required by
manufacturer's instructions.
PART 2 — PRODUCTS
2.1 PRODUCT SELECTION
A. General Product Requirements: Provide products that comply with the Contract
Documents, that are undamaged and new at the time of installation.
1. Provide products complete with accessories, trim, finish, safety guards, and
other devices and details needed for a complete installation and the intended
use and effect.
2. Standard Products: Where available, provide standard products of types that
have been produced and used successfully in similar situations on other
projects.
B. Product Selection Procedures: The Contract Documents and governing regulations
govern product selection. Procedures governing product selection include the
following:
1. Proprietary Specification Requirements: Where Specifications name only a
single product or manufacturer, provide the product indicated. The Design
Engineer or Owner retains the right to reject any proposed substitution.
2. Semi -proprietary Specification Requirements: Where Specifications name
two (2) or more products or manufacturers, provide 1 of the products
indicated.
a. Where Specifications, specify products or manufacturers by name,
accompanied by the term "or equal" or'or approved equal,' comply
with the Contract Document provisions conceming'substitutions' to
obtain approval for use of an unnamed product.
Nonproprietary Specifications: When Specifications list products or
manufacturers that are available and may be incorporated in the Work, but do
not restrict the Contractor to use of these products only, the Contractor may
propose any available product that complies with Contract requirements.
Comply with Contract Document provisions concerning 'substitutions' to
obtain approval for use of an unnamed product.
Agreement No. 6348
4. Descriptive Specification Requirements: Where Specifications describe a
product or assembly, listing exact characteristics required, with or without
use of a brand or trade name, provide a product or assembly that provides the
characteristics and otherwise complies with Contract requirements.
5. Performance Specification Requirements: Where Specifications require
compliance with performance requirements, provide products that comply
with these requirements and are recommended by the manufacturer for the
application indicated.
a. Manufacturer's recommendations may be contained in published
product literature or by the manufacturer's certification of
performance.
6. Compliance with Standards, Codes, and Regulations: Where Specifications
only require compliance with an imposed code, standard, or regulation, select
a product that complies with the standards, codes, or regulations specified.
7. Visual Matching: Where Specifications require matching an established
Sample, the Architect's decision will be final on whether a proposed product
matches satisfactorily.
a. Where no product available within the specified category matches
satisfactorily and complies with other specified requirements,
comply with provisions of the Contract Documents concerning
"substitutions" for selection of a matching product in another product
category.
8. Visual Selection: Where specified product requirements include the phrase
"... as selected from manufacturer's standard colors, patterns, textures .. " or a
similar phrase, select a product and manufacturer that complies with other
specified requirements. The Architect will select the color, pattern, and
texture from the product line selected. If a color, pattern or texture is referred
to on the Finish List, this feature will be considered a basis for acceptance or
rejection of another product, based upon previously Owner -approved colors
and finishes The Finish list attached is the result of extensive Owner review
and alternate selections may be rejected by the Owner.
9. Allowances: Refer to individual Specification Sections and "Allowance"
provisions in Division I for allowances that control product selection and for
procedures required for processing such selections.
PART 3 — EXECUTION
3.1 INSTALLATION OF PRODUCTS
A. Comply with manufacturer's instructions and recommendations for installation
epoxied dowels in the applications indicated. Place anchors in place, accurately
located and aligned with other Work.
1. Clean exposed surfaces and protect as necessary to ensure freedom from
damage and deterioration at time of Substantial Completion.
Agreement No. 6348
01630 SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 DESCRIPTION
A. Section includes Substitution Bid and Submittal Process
1.2 SUBSTITUTION REQUIREMENTS
A. When material, article, or method is specified using name of proprietary product
manufacturer, vendor, or method followed by phrase "or equal," specific item
mentioned establishes basis upon which bids are to be prepared.
1. Other manufacturers' materials, articles, and methods not named will be
considered as substitutions provided required information is submitted on
"FORM FOR SUBSTITUTIONS FOR SPECIFIED ITEMS" and will not require
substantial revisions of Contract Documents.
2. This applies to specific construction methods when required by Contract
Documents.
B. Whenever material, article, or method is specified or described without phrase "or
equal," no substitutions will be allowed except as directed by the owner.
C. Cost for redesigns due to substituted items are responsibility of Contractor.
D. Bidder represents the following in making their request for substitution(s).
1. Has personally investigated proposed product or method and determined it
is equal in all respects to that specified.
2. Will furnish same guarantee for substitution as for product or method
specified.
3. Will coordinate installation of accepted substitution into Work, making
design and construction changes to complete Work in all respects following
Contract requirements without additional cost to the Commission.
1.3 SUBMITTAL OF DATA FOR PROPOSED SUBSTITUTIONS
A. In order for substitutions that do not change design intent to be considered, submit
no later than 30 days after date of Notice to Proceed, 3 copies of complete data set
Agreement No. 6348
forth herein to permit complete analysis of proposed substitutions listed on
submitted "FORM FOR SUBSTITUTIONS FOR SPECIFIED ITEMS".
1. For Products.
a. Identification including manufacturer's name and address,
Manufacturer's literature, including but not necessarily limited to:
i. Product description, performance, and test data.
ii. Reference standards.
b. Samples where appropriate.
c. Name and address of similar projects on which the product was
used and the dates of installations with contact name and phone
number.
2. For Construction Methods.
a. Detailed description of proposed method.
b. Drawings illustrating methods
c. Name and address of similar projects on which method was used
and dates of use with contact name and telephone number.
3. Comparison of proposed substitution with product or method specified.
4. Data relating to impact on construction schedule by proposed substitution.
5. Impact on other contracts.
6.
A. No request for substitutions submitted after Bid Opening will be considered unless
following evidence is submitted to Engineer.
1. Specified material or method is unavailable, due to cause(s) stated in
General Conditions, Article 15.5.1.
a. Submit data to permit complete analysis of the proposed
substitution.
1.5 APPROVAL OF SUBSTITUTION
A. Engineer's decision regarding evaluation of substitutions will be final and binding.
B. Request for time extensions and additional costs based on submission, acceptance,
or rejection of substitutions will be evaluated following Contract Documents.
C. All approved substitutions will be incorporated into Contract by Change Order. No
request for substitutions submitted after Bid Opening
PART 2 — PRODUCTS Not Used
PART 3 — EXECUTION Not Used
Agreement No. 6348
4.1 Providing for and complying with requirements in this section will not be measured for
payment, but cost will be considered incidental to Contract.
01700 CONTRACT CLOSEOUT
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and
other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for contract
closeout including, but not limited to, the following:
1. Inspection procedures.
2. Project record document submittal.
3. Operation and maintenance manual submittal.
4. Submittal of warranties.
5. Final cleaning.
B. Closeout requirements for specific construction activities are included in the
appropriate Sections in Divisions 2 through 16.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for certification of Substantial
Completion, complete the following. List exceptions in the request.
1. In the Application for Payment that coincides with, or first follows, the date
Substantial Completion is claimed, show 100 percent completion for the
portion of the Work claimed as substantially complete.
a. Include supporting documentation for completion as indicated in
these Contract Documents and a statement showing an accounting of
changes to the Contract Sum.
b. If 100 percent completion cannot be shown, include a list of
incomplete items, the value of incomplete construction, and reasons
the Work is not complete.
2. Advise the Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance agreements,
final certifications, and similar documents.
Agreement No. 6348
4. Obtain and submit releases enabling the Owner unrestricted use of the Work
and access to services and utilities. Include occupancy permits, operating
certificates, and similar releases.
5. Submit record drawings, maintenance manuals, damage surveys, and similar
final record information.
6. Deliver tools, spare parts, extra stock, and similar items.
7. Make final changeover of permanent locks and transmit keys to the Owner.
Advise the Owner's personnel of changeover in security provisions.
8. Complete startup testing of systems and instruction of the Owner's operation
and maintenance personnel. Discontinue and remove temporary facilities
from the site, along with mockups, construction tools, and similar elements.
9. Complete final cleanup requirements, including touchup painting.
10. Touch up and otherwise repair and restore marred, exposed finishes.
B. Inspection Procedures: On receipt of a request for inspection, the Design Engineer
and Owner will either proceed with inspection or advise the Contractor of unfilled
requirements. The Design Engineer will prepare the Certificate of Substantial
Completion following inspection or advise the Contractor of construction that must
be completed or corrected before the certificate will be issued.
1. The Architect and consultants will prepare a Punchlist, at substantial
completion, listing outstanding items requiring completion.
2. The Architect will repeat inspection when requested and assured that the
Work on the punchlist is complete.
3. Results of the completed inspection will form the basis of requirements for
final acceptance.
1.4 FINAL ACCEPTANCE
A. Preliminary Procedures: Before requesting final inspection for certification of final
acceptance and final payment, complete the following. List exceptions in the request.
l . Submit the final payment request with releases and supporting
documentation not previously submitted and accepted. Include insurance
certificates for products and completed operations where required.
2. Submit an updated final statement, accounting for final additional changes to
the Contract Sum.
3. Submit a copy of the Architect's final inspection list (Punchlist) of items to
be completed or corrected, endorsed and dated by the Architect. The copy of
the list shall state that each item has been completed or otherwise resolved
for acceptance and shall be endorsed and dated by the Architect.
4. Submit final meter readings for utilities as required and similar data as of the
date of Substantial Completion or when the Owner took possession of and
assumed responsibility for corresponding elements of the Work.
5. Submit consent of surety to final payment.
6. Submit a final liquidated damages settlement statement.
7. Submit evidence of final, continuing insurance coverage complying with
insurance requirements.
Agreement No. 6348
B. Re -inspection Procedure: The Architect will re -inspect the Work upon receipt of
notice that the Work, including inspection list items from earlier inspections, has
been completed, except for items whose completion is delayed under circumstances
acceptable to the Architect.
1. Upon completion of re -inspection, the Architect will prepare a certificate of
final acceptance. If the Work is incomplete, the Architect will advise the
contractor of work that is incomplete or of obligations that have not been met
but are required for final acceptance.
2. If necessary, re -inspection will be repeated, with additional fees incurred by
the architect to be paid by the contractor.
1.5 RECORD DOCUMENT SUBMITTALS
A. General: Do not use record documents for construction purposes. Protect record
documents from deterioration and loss in a secure, fire-resistant location. Provide
access to record documents for the Architect's reference during normal working
hours.
B. record Drawings: Maintain a clean, undamaged set of blue or black line white -prints
of Contract Drawings and Shop Drawings. Mark the set to show the actual
installation where the installation varies substantially from the Work as originally
shown. Mark which drawing is most capable of showing conditions fully and
accurately. Reflect information from shop drawings. Give particular attention to
concealed elements that would be difficult to measure and record at a later date.
1. Mark record sets with red erasable pencil. Use other colors to distinguish
between variations in separate categories of the Work.
2. Mark new information that is important to the Owner but was not shown
on Contract Drawings.
3. Note related change -order numbers where applicable.
4. Organize record drawing sheets in the same sequence as construction
documents. Bind sets with durable -paper cover sheets; print suitable titles,
dates, and other identification on the cover.
5. Record drawings are not to be removed from the Project office during
construction.
C. Record Specifications: Maintain one complete copy of the Project Manual, including
addenda. Include with the Project Manual one copy of other written construction
documents, such as Change Orders and modifications issued in printed form during
construction.
1. Mark these documents to show substantial variations in actual Work
performed in comparison with the text of the Specifications and
modifications.
Agreement No. 6348
Give particular attention to substitutions and selection of options and
information on concealed construction that cannot otherwise be readily
discerned later by direct observation.
Note related record drawing information and Product Data.
D. Upon completion of the Work, submit record drawings and Specifications to the
Architect for the Owner's records.
E. Record Product Data: Maintain one copy of each Product Data submittal. Note
related Change Orders and markup of record drawings and Specifications.
1. Mark these documents to show significant variations in actual Work
performed in comparison with information submitted. Include variations in
products delivered to the site and from the manufacturer's installation
instructions and recommendations.
2. Give particular attention to concealed products and portions of the Work
that cannot otherwise be readily discerned later by direct observation.
3. Upon completion of markup, submit complete set of record Product Data to
the Architect for the Owner's records.
F. Record Sample Submitted: Immediately prior to Substantial Completion, the
Contractor shall meet with the Architect and the Owner's personnel at the Project
Site to determine which Samples are to be transmitted to the Owner for record
purposes. Comply with the Owner's instructions regarding delivery to the Owner's
Sample storage area.
G. Miscellaneous Record Submittals: Refer to other Specification Sections for
requirements of miscellaneous record keeping and submittals in connection with
actual performance of the Work. Immediately prior to the date or dates of
Substantial Completion, complete miscellaneous records, and place in good order.
Identify miscellaneous records properly and bind or file, ready for' continued use
and reference. Submit to the Architect for the Owner's records.
H. Maintenance Manuals and Warranties: Organize operation and maintenance data
and warranties into three suitable sets of manageable size to be delivered to the
Architect for the Owner. Bind properly indexed data in individual, heavy duty, 2 inch
(51 mm), 3 ring, vinyl covered binders, with pocket folders for folded sheet
information. Mark appropriate identification on front and spine of each binder.
Include the following types of information:
1. Emergency instructions.
2. Spare parts list.
3. Copies of warranties/guarantees.
4. Wiring diagrams where applicable.
5. Recommended "turn -around" cycles.
Agreement No. 6348
6. Inspection procedures.
7. Shop Drawings and Product Data
PART 2 — PRODUCTS Not Used
PART 3 — EXECUTION
3.1 CLOSEOUT PROCEDURES
A. Operation and Maintenance Instructions: Arrange for each Installer of equipment
that requires regular maintenance to meet with the Owner's personnel to provide
instruction in proper operation and maintenance. Provide instruction by
manufacturer's representatives if installers are not experienced in operation and
maintenance procedures. Include a detailed review of the following items:
1. Maintenance manuals.
2. Record documents.
3. Spare parts and materials.
4. Tools.
5. Lubricants.
6. Fuels.
7. Identification systems.
8. Control sequences.
9. Hazards.
10. Cleaning.
11. Warranties and bonds.
12. Maintenance agreements and similar continuing commitments
3.2 FINAL CLEANING
A. General: The General Conditions require general cleaning during construction.
Regular site cleaning is included in Division 1 Section 01500 "Construction Facilities
and Temporary Controls."
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.
Clean each surface or unit to the condition expected in a normal, commercial
building cleaning and maintenance program. Clean and repair all existing adjacent
surfaces that may have been damaged or soiled during completion. Comply with
manufactures instructions.
1. Complete the following cleaning operations before requesting inspection for
certification of Substantial Completion.
a. Remove labels that are not permanent labels.
b. Clean transparent materials, including mirrors and glass in doors
and windows. Remove glazing compounds and other substances
Agreement No. 6348
that are noticeable vision -obscuring materials. Replace chipped or
broken glass and other damaged transparent materials.
c. Clean exposed exterior and interior hard -surfaced finishes to a dust -
free condition, free of stains, films, and similar foreign substances.
Restore reflective surfaces to their original condition. Leave
concrete floors broom clean. Vacuum carpeted surfaces.
d. Wipe surfaces of mechanical and electrical equipment. Remove
excess lubrication and other substances. Clean plumbing fixtures to
a sanitary condition. Clean light fixtures and lamps.
e. Clean the site, including landscape development areas, of rubbish,
litter, and other foreign substances. Sweep paved areas broom
clean; remove stains, spills, and other foreign deposits.
C. Removal of Protection: Remove temporary protection from existing facilities after
installation of the Work to be performed is complete.
D. Compliance: Comply with regulations of authorities having jurisdiction and safety
standards for cleaning. Do not burn waste materials. Do not bury debris or excess
materials on the Owner's property. Do not discharge volatile, harmful, or dangerous
materials into drainage systems. Remove waste materials from the site and dispose
of lawfully.
1. Where extra materials of value remain after completion of associated
Work, they become the Owner's property. Deliver these materials to
Owner as directed by the Owner, or if the Owner directs, dispose of
these materials.
01740 WARRANTIES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General Conditions and
other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for warranties
required by the Contract Documents, including manufacturers standard warranties on
products and special warranties.
1. Refer to the General Conditions for terms of the Contractor's period for
correction of the Work.
Agreement No. 6348
B. Related Sections: The following Sections contain requirements that relate to this
Section:
1. Division 1 Section 01300 "Submittals" specifies procedures for submitting
warranties.
2. Division I Section 01700 "Contract Closeout" specifies contract closeout
procedures.
3. Divisions 2 through 16 Sections for specific requirements for warranties on
products and installations specified to be warranted.
4. Certifications and other commitments and agreements for continuing services
to Owner are specified elsewhere in the Contract Documents.
C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product
warranties do not relieve the Contractor of the warranty on the Work that
incorporates the products. Manufacturer's disclaimers and limitations on product
warranties do not relieve suppliers, manufacturers, and subcontractors required to
countersign special warranties with the Contractor.
1.3 DEFINITIONS
A. Standard product warranties are preprinted written warranties published by
individual manufacturers for products and are specifically endorsed by the
manufacturer to the Owner.
Special warranties are written warranties required by or incorporated in the
Contract Documents, to extend time limits provided by. -, standard warranties or to
provide greater rights for the Owner.
1.4 WARRANTY REQUIREMENTS
A. Related Damages and Losses: When correcting failed or damaged warranted
construction, remove and replace construction that has been damaged as a result of
such failure or must be removed and replaced to provide access for correction of
warranted construction.
B. Reinstatement of Warranty: When Work covered by a warranty has failed and been
corrected by replacement or rebuilding, reinstate the warranty by written
endorsement. The reinstated warranty shall be equal to the original warranty with
an equitable adjustment for depreciation.
C. Replacement Cost: Upon determination that Work covered by a warranty has failed,
replace, or rebuild the Work to an acceptable condition complying with
requirements of the Contract Documents. The Contractor is responsible for the cost
of replacing or rebuilding defective Work regardless of whether the Owner has
benefited from use of the Work through a portion of its anticipated useful service
life.
Agreement No. 6348
D. Owner's Recourse: Expressed warranties made to the Owner are in addition to
implied warranties and shall not limit the duties, obligations, rights, and remedies
otherwise available under the law. Expressed warranty periods shall not be
interpreted as limitations on the time in which the Owner can enforce such other
duties, obligations, rights, or remedies.
1. Rejection of Warranties: The Owner reserves the right to reject warranties
and to limit selection to products with warranties not in conflict with
requirements of the Contract Documents.
Where the Contract Documents require a special warranty, or similar commitment
on the Work or part of the Work, the Owner reserves the right to refuse to accept
the Work, until the Contractor presents evidence that entities required to
countersign such commitments are willing to do so.
F. Contractor to personally warrant all work for one full year following final
acceptance.
1.5 SUBMITTALS
A. Submit written warranties to the Architect prior to the date certified for Substantial
Completion. If the Architect's Certificate of Substantial Completion designates a
commencement date for warranties other than the date of Substantial Completion
for the Work, or a designated portion of the Work, submit written warranties upon
request of the Architect.
1. When a designated portion of the Work is completed and occupied or used
by the Owner, by separate agreement with the Contractor during the
construction period, submit properly executed warranties to the Architect
within fifteen (15) days of completion of that designated portion of the
Work.
B. When the Contract Documents require the Contractor, or the Contractor and a
subcontractor, supplier, or manufacturer to execute a special warranty, prepare a
written document that contains appropriate terms and identification, ready for
execution by the required parties. Submit a draft to the Owner, through the
Architect, for approval prior to final execution.
C. Form of Submittal: At Final Completion compile three (3) copies of each required
warranty properly executed by the Contractor, or by the Contractor, subcontractor,
supplier, or manufacturer. Organize the warranty documents into an orderly
sequence based on the table of contents of the Project Manual. Submit to the
Architect for review and delivery to the Owner.
Agreement No. 6348
D. Bind warranties and bonds in heavy-duty, commercial quality, durable 3 ring, vinyl
covered loose leaf binders, thickness as necessary to accommodate contents, and
sized to receive 8-1/2 by 11 inch (115 by 280 mm) paper.
1. Provide heavy paper dividers with celluloid covered tabs for each separate
warranty. Mark the tab to identify the product or installation. Provide a
typed description of the product or installation, including the name of the
product, and the name, address, and telephone number of the Installer.
2. Identify each binder on the front and spine with the typed or printed title
'WARRANTIES,' Project title or name, and name of the Contractor.
3. When warranted construction requires operation and maintenance
manuals, provide additional copies of each required warranty, as necessary,
for inclusion in each required manual.
Agreement No. 6348
Section 03000 Concrete
See Structural Plans
Agreement No. 6348
Section 05000 Metals
STRUCTURALSTEEL,
b . DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
SPECIFICATIONS AND STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC),
AS CONTAINED IN THE LATEST EDITION OF "SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS" AISC 360, AND `CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES" AISC 303
2 STEEL TYPE SHALL BE AS SPECIFIED IN THE STRUCTURAL STEEL SCHEDULE UNLESS NOTED
OTHERWISE.
3, ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL
CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR REVIEW BY SEOR PRIOR TO
FABRICATION
4 FABRICATOR SHALL BE LICENSED IN CONFORMANCE WITH THE BUILDING CODE AND IN
ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION. ANY FABRICATOR SUPPLYING MORE
THAN 1 TON OF STEEL SHALL BE AISC CERTIFIED
5 ALL STRUCTURAL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED TO WEATHER OR
MOISTURE SHALL BE HOT DIP GALVANIZED PER ASTM A123 AFTER FABRICATION UNLESS A
WEATHER PROOF COATING IS SPECIFIED. STEEL IN CONTACT WITH TREATED WOOD SHALL BE
GALVANIZED. STAINLESS AND WEATHERING STEELS WHERE SPECIFIED ARE EXEMPT-
6 DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE
SPECIFICATIONS AND STANDARDS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC),
AS CONTAINED IN THE LATEST EDITION OF "SPECIFICATION FOR STRUCTURAL STEEL
BUILDINGS" AISC 360, AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES" AISC 303,
7. STEEL TYPE SHALL BE AS SPECIFIED IN THE STRUCTURAL STEEL SCHEDULE UNLESS NOTED
OTHERWISE.
8. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL
CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR REVIEW BY SEOR PRIOR TO
FABRICATION-
9 FABRICATOR SHALL BE LICENSED IN CONFORMANCE WITH THE BUILDING CODE AND IN
ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION. ANY FABRICATOR SUPPLYING MORE
THAN 1 TON OF STEEL SHALL BE AISC CERTIFIED
10 ALL STRUCTURAL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED TO WEATHER OR
MOISTURE SHALL BE HOT DIP GALVANIZED PER ASTM A123 AFTER FABRICATION UNLESS A
WEATHERPROOF COATING IS SPECIFIED STEEL IN CONTACT WITH TREATED WOOD SHALL BE
GALVANIZED. STAINLESS AND WEATHERING STEELS WHERE SPECIFIED ARE EXEMPT
11 BOLT AND THREADED ROD ASSEMBLIES PERMANENTLY EXPOSED TO WEATHER OR MOISTURE
SHALL BE HOT DIP GALVANIZED PER ASTM F2329 UNLESS A FIELD APPLIED WEATHER PROOF
COATING IS SPECIFIED GALVANIZED NUTS ARE TO BE OVERTAPPED WHERE REQUIRED TO AVOID
STRIPPING. GALVANIZED BOLT ASSEMBLIES SHALL BE LUBRICATED AND TESTED PRIOR TO
SHIPMENT. ALL THREADED COMPONENTS OF FASTENER ASSEMBLY SHALL BE GALVANIZED USING
THE SAME PROCESS
Agreement No. 6348
12 COATEDSURFACES SHALL BE PROTECTED DURING CONSTRUCTION AND REPAIRED .
Q - r
13; USE THE APPROPRIATE NUT AND WASHER TYPE, GRADE AND FINISH FOR THE SPECIFIED BOLT -
BOLTS WITH UPSET THREADS ARE NOT ALLOWED UNLESS EXPLICITLY SPECIFIED. PROVIDE ASTM
Al 94 GR 2H NUTS WITH ASTM Al 93 GR B7 THREADED ROD-
14,
DRAWINGS FORfiFEATURES SUCH AS TABS, STUDS, WEEP
HOLESOR OTHER ITEMS NOT SHOWN.
ARCHITECTURALLY17, '* ii STRUCTURAL STEEL (AESS) SHALL COMPLYOD1►D PRACTICE,1
STANDA
18, WELDED HEADED STUDS, STUDS,DEFORMED BARS SHALLO
is t1' A496 TYPE C BY NELSON,OR EQUIVALENT,AND WELDED IN ACCORDANCE
MANUFACTURER'S RECOMMENDATIONS`TIFIED WELDERS SO AS TO FULLY DEVELOP THE
CONNECTORTENSILE CAPACITY OF THE
STRUCTURAL STEEL SCHEDULE
MIN Fy
MIN Fu
SHAPE
ASTM
GRADE
(ksi)
(ksi)
WIDE FLANGE (W, M, & S) & TEE
A992
50
65
PLATE, ANGLE & CHANNEL (PL. L, C, C)
A36
TYPICAL UO
36
58
WHEN NOTED AS GR 65
A572
65
65
65
HOLLOW STRUCTURAL SECTION (HSS)
SQUARE OR RECTANGULAR
A500
C
50
62
ROUND
A500
C
46
62
WHEN NOTED AS GR 50
A1085
50
58
PIPE
A53
B
35
60
MACHINE BOLTS
A307
A
60
ANCHOR ROD. ANCHOR BOLTS
F1554
36 OR 55 WELDABLE
36
58
THREADED RODS
A36
36
58
HIGH STRENGTH ROD
A193
B7
58
Agreement No. 6348
Section 06000. Non -Shrink Grout
Agreement No. 6348
CEMENT & CONCRETE PRODUCTS-
1. Product Name
QUIKRETEo Commercial Grade FastSetTM
Non -Shrink Grout #1585-09
2. Manufacturer
The QUIKREFE Companies
One Securities Centre
3490 Piedmont Rd., NE, Suite 1300
Atlanta, GA 30305
(404) 634-9100
Fax; (404) 842-1424
www.quikrete.com
3. Product Description
BASIC USE
QUIKREFE@ FastSetTM Non -Shrink Grout is a dual-
purpose product. As a fluid grout meeting
ASTM C1107, it is used for anchoring and grout-
ing of anchor bolts, retrofitted reinforcing steel,
steel column bases, bearing plates, precast
concrete key ways and other installations that
require high early and high ultimate strength.
Non -shrink characteristics make it stable and
capable of handling load transfers.
As a repair material, the product meets ASTM
NON -SHRINK GROUTING 03 62 00
C928 R3 and is used to make partial depth or
full depth repairs to roads, bridges, industrial
floors and other concrete surfaces.
COMPOSITION & MATERIALS
A blend of special fast -setting hydraulic cement,
sand and additives.
SIZE
• QUIKREFE FastSet Non -Shrink Grout is pack-
aged in 60 lb (27.2 kg) bags
YIELD
Yield will vary with water content. When used
as a fluid grout, a 60 lb (27.2 kg) bag will yield
approximately 0,58 cu ft (16.4 Q. Yield will be
reduced to approximately 0.55 cu ft (15.6 L) per
bag at a flowable consistency.
As a repair material placed at a 3" - 6" (75
-150 mm) slump, a 60 lb (27.2 kg) bag will yield
approximately 0.52 cu ft (14.7 Q.
When extended with 30 lb (13.6 kg) of high
quality -1/2" (-12 mm) gravel, a 60 lb (27.2 kg)
bag will yield approximately 0.7 cu ft (20 Q.
4. Technical Data
APPLICABLE STANDARDS
ASTM International
• ASTM C109/C109M Standard Test Method
for Compressive Strength of Hydraulic
Cement Mortars (Using 2-in. or (50-mm)
Cube Specimens)
The QUIKRETE Companies
QUIKRETR Commercial Grade FastSetTM Non -Shrink
Grout #1585-09
• ASTM C143/C143M Standard Test Method for
Slump of Hydraulic Cement Concrete
• ASTM C191 Standard Test Method for Time of
Setting of Hydraulic Cement by Vicat
Needle
• ASTM C672/C672M Standard Test Method for
Scaling Resistance of Concrete Surfaces
Exposed to Deicing Chemicals
• ASTM C928 Standard Specification for
Packaged, Dry, Rapid -Hardening Cementitious
Materials for Concrete Repairs
• ASTM C939 Standard Test Method for Flow of
Grout for Preplaced-Aggregate Concrete
(Flow Cone Method)
• ASTM C1090 Standard Test Method for
Measuring Changes in Height of Cylindrical
Specimens from Hydraulic -Cement Grout
TABLE 1 QUIKREfEa FASTSETTM NON -SHRINK GROUT TESTED AS A GROUT
Consistency Fluid Flowable Plastic
Approximate water content per bag
13/4 gal (6.6 L)
1 1/2 gal (5,7 L)
1 114 gal (4,7 L)
Flow, ASTM C939
20 - 30 sec
Flow, at 5 drops (ASTM C827)
125 - 145
100 - 125
Working time
About 20 min
About 15 min
About 15 min
Setting time
ASTM C191
ASTM C191
ASTM C191
Final
20 - 45 min
20 - 45 min
20 - 45 min
Compressive strength, ASTM C109
3 hours after set
2000 psi (13,8 MPa)
2500 psi (17.2 MPa)
3000 psi (20.7 MPa)
24 hours
4000 psi (27.6 MPa)
4500 psi (31 MPa)
5000 psi (34.5 MPa)
7 days
5000 psi (34.5 MPa)
5500 psi (37.9 MPa)
6000 psi (413 MPa)
28 days
6500 psi (44.8 MPa)
7500 psi (51.7 MPa)
8000 psi (55.1 MPa)
Slant shear bond strength, ASTM C928
1 day
1000 psi (6.9 MPa)
1000 psi (6.9 MPa)
1000 psi (6.9 MPa)
7 days
1500 psi (10.3 MPa)
1500 psi (10.3 MPa)
1500 psi (10.3 MPa)
Height change, ASTM C1090
1, 3, 7 and 28 days
0 - 0.2a/a
0 - 0.2a/a
0 - 02%
and MANU-SPECe are registered trademarks of Reed Elsevier Inc. The ten part SPEC
1 ,,mol conforms to the edHodol style
y! Reed .
�`M Construction Data
wlf of The Cons1 uclion S7,Q,., . r rvi
In,tRule and is used wdh lheir permission. Tne manufacturer is responsible for lechni
•.,racy. c2007 Reed Construction Dole NI Rights Reserved
• ASTM C1107 Standard Specification for
Packaged Dry, Hydraulic -Cement Grout
(Nonshrink)
PHYSICAL/CHEMICAL PROPERTIES
Typical results, obtained with QUIKRETE FastSet
Non -Shrink Grout used as a grout, are shown
in Table 1, Product complies with all the prop-
erties of ASTM C1107 when tested at
73 degrees F (23 degrees C) at a fluid consis-
tency. Typical results obtained with QUIKRETE
FastSet Non -Shrink Grout used as a repair
material are shown in Table 2, Product com-
plies with applicable portions of ASTM C928 R3
when tested at the conditions specified in
Table 2.
5. Installation
INSTRUCTIONS FOR USE AS A GROUT
MIXING
QUIKREfE FastSet Non -Shrink Grout should be
mechanically mixed for a minimum of 3 minutes.
• Use the minimum amount of water
necessary to provide the desired flow
(approximately 1 3/4 gal (6.6 L) for a fluid
consistency)
• Do not exceed a flow of 20 seconds by
ASTM C939
• Add most of the mixing water to the mixer
first
• Add the powder to the water and adjust as
needed to achieve the desired consistency
Agreement No. 6348
NON -SHRINK GROUTING 03 62 00
The QUIKREFE Companies
• For a flowable consistency, reduce the temperature. Do not pour grout if temperature
water content to approximately 1.5 gal (5.7 is expected to go below 32 degrees F (0
L) per bag degrees C) within a 12 hour period.
PLACEMENT
Surfaces to receive the grout must be clean
and free of any type of foreign matter, grease,
paint, oil, dust or efflorescence. In some cases, it
may be necessary to roughen smooth surfaces
or etch old ones with acid. The area should be
thoroughly flushed and soaked with clean
water prior to grouting, leaving no standing
water. Place the grout quickly and continuous-
ly using light rodding to eliminate air bubbles,
CURING
A damp cure of at least 1 day is necessary to
control the non -shrink characteristics and
maintain strength levels.
WORKING TIME
When properly mixed to a fluid consistency,
QUIKRETE FastSet Non -Shrink Grout will fully
comply with ASTM C1107 and retain a fluid con-
sistency for 20 minutes at 70 degrees F
(21 degrees Q.
TEMPERATURE
Grout temperature should be maintained at 50
- 90 degrees F (10 - 32 degrees C) for best
results. To achieve specified performance in
accordance with ASTM C1107, maintain temper-
ature as close to 70 degrees F (21 degrees C) as
possible. Use cold water in hot weather and hot
water in cold weather to achieve desired grout
TABLE 2 QUIKRi FASTSEFNON-SHRINK GROUT TESTED AS A REPAIR MATERIAL
INSTRUCTIONS FOR USE AS A REPAIR MORTAR
MIXING
QUIKRETE FastSet Non -Shrink Grout should be
mechanically mixed for a minimum of 3 min-
utes. Use the minimum amount of water nec-
essary to provide a slump of about 3" - 6" (75
- 150 mm), Add approximately 1 gal (3.8 L) of
water to the mixer first. Add the powder to
the water and adjust as needed to achieve
the recommended consistency. For repairs
deeper than 2" (51 mm), add 30 lb (13.6 kg) of
high quality gravel with a top size of 1/2" (12
mm) or less to the mix. Mix water will vary
depending on the dampness of the aggre-
gate. Do not add more water than needed
to achieve a slump of 3" - 6" (75 - 150 mm).
Surface Preparation
• Remove all spoiled areas and areas of
unsound concrete and patching
• The hole should have a vertical edge of
1/2" (12.7 mm) or more, formed by use of a
pneumatic jackhammer or sawing. Holes
should be chipped out to create a new,
sound substrate
• After the chipping process is completed,
the repair area must be cleaned by water
blasting or other suitable method
• Dampen holes with clean water before
ASTM C928 R3
FastSet"I Non -Shrink Grout
FastSet"I Non -Shrink
Specifications m..._._.._
.... ..�.�
Grout
....r------....,�P
. ............-
99 9 extension
.
None
30 lb �..
(13.6 kg) of -1/2" (-12 mm)
gravel
Slump, ASTM C143
> 3" (75 mm)
3" - 6" (75 - 150 mm)
3" - 6" (75 - 150 mm)
Setting time, ASTM C191
Final
No requirement
20 - 45 min
20 - 45 min
Compressive strength, ASTM C109
3 hours
3000 psi (20.7 MPa)
3000 psi (203 MPa)
3000 psi (207 MPa)
24 hours
5000 psi (34.5 MPa)
5000 psi (34.5 MPa)
5000 psi (34.5 MPa)
7 days
5000 psi (34.5 MPa)
6000 psi (41.4 MPa)
6000 psi (41.4 MPa)
28 days
No requirement
8000 psi (55.2 MPa)
8000 psi (55.2 MPa)
Slant shear bond strength, ASTM C928
1 day
1000 psi (6.9 MPa)
1000 psi (6.9 MPa)
1000 psi (6.9 MPa)
7 days
1500 psi (10.3 MPa)
1500 psi (10.3 MPa)
1500 psi (10.3 MPa)
Scaling resistance, ASTM C672
1 Ib/ft= (5 kg/m')
0.004 Ib/W (0.129 kg/m`)
C`1
�. w�.
t,,: ✓. ,✓ n X,i.i to p,":t;rar rn. ir, ✓✓:.•
w,°s Reed
"Construction Data
�,;^r ,i , �P J-�=n r, a� ,c.� " i4�-. t r ,,u r,
, v , . .ate t✓1ti
,, „ ,,. ,
patching. No puddles of water should be
left in the hole
PLACEMENT
• The hole should be filled by placing materi-
al full depth, from one end to the other to
eliminate part depth lifts between batches
• Consolidate the material in the hole by hand
tamping or chopping with a shovel. This is
particularly important around the edges
• Screed and finish patches with hand tools
to create a surface finish equivalent to the
existing slab finish
CURING
No special curing procedures are required.
Curing at ambient conditions is preferable.
6. Availability
QUIKRETE Commercial Grade FastSet Non -
Shrink Grout is available at leading concrete
construction supply houses and distributors.
Contact QUIKRETE Construction Products for
the name of the nearest dealer.
7. Warranty
The QUIKRETE Companies warrant this product
to be of merchantable quality when used or
applied in accordance with the instructions
herein. The product is not warranted as suitable
for any purpose other than the general pur-
pose for which it is intended. Liability under this
warranty is limited to the replacement of the
product, as purchased, found to be defective,
or at the shipping companies' option, to refund
the purchase price. In the event of a claim
under this warranty, notice must be given to
The QUIKRETE Companies in writing. This limited
warranty is issued and accepted in lieu of all
other express warranties and expressly
excludes liability for consequential damages.
8. Maintenance
None required.
9. Technical Services
The QUIKRETE Companies maintain technical
field representatives throughout the country.
Contact your local distributor for the name
and number or call QUIKRETE Construction
Products at (404) 634-9100.
10. Filing Systems
Additional product information is available
from the manufacturer.
"', Reed
s ... � .rv�. + .�, � a rr � � a �.re i +o,� .. .r . w.,. . ),n. v u'i „ Ij i,a,^q a ., r, Gun �=�.� ConstruetionData
Agreement No. 6348
Building Division Policy
Date: 9/14/17
Building Safety Division Applicable Code: 2016CalGreen
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:
Project Address:
............
Project Type: 0 Alteration E' Construction ❑ Demolition E, Addition (Residential) E] Addition (Commercial) Tenant
Estimated Square Footage: Start Date: Completion Date:
Name:
Company:
Address:
City:
Daytime Phone: Cell Phone: Email:
lRongkoo ; L A x:A �M fix( qT�q �4�� Y"v �p ��"{{ p'y3`pp� ,',_��ry�y^,��yv ' .0"1.yr �r11
s .'r . nMvh.if . " °a9„� .+�n.^�tr,+ern IL�� 7`fkd �.'I'
Project Type
Project Area (square feet)
Estimated Debris Weight (lbs)
Required Diversion (Multiply Weight by 0.65)
w
I hereby certify that I have read and state that this information is correct. I understand that the project Final approval may be
withheld until l comply with California Green Building Standards Code 4.406 or 5.408 which require a minimum of 65%
construction and demolition waste diversion or the use of a certified waste management company.
350 Main Street, El Segundo, CA 90245 (310)524-2380 caw w.etse t ndo.ar rcte is tannlnn $a(ey1 1
Page 1 of 5
Agreement No. 6348
4.408.1, 5.408.1 Construction waste management. Recycle and/or salvage for reuse a minimum of 65% of the
nonhazardous construction and demolition waste in accordance with either Section 4.408.1, 5.408.1.
4.408.2, 5.408.1.1 Construction waste management plan. Submit a construction waste management plan
meeting Items 1 through 5 of Section 4.408.2 or Items 1 through 4 of Section 5.408.1.1.
4.408.3, 6.408.1.2 Waste management company. Utilize a waste management company, approved by the City of El
Segundo, which can provide verifiable documentation that diverted construction and demolition waste materials meet the
requirements in Section 4.408.2 or 5.40B.1.2.
4.408.4, 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not
exceed 3.4 pounds per square foot of building area (4.408.4) or 2.0 pounds per square foot of building area (5.408.1.3)
may be deemed to meet the 65 percent minimum requirement as approved by the El Segundo Building Safety Division.
4.408.5, 5.408.1.4 Documentation. Documentation shall be provided to the inspector which demonstrates compliance
with Sections 4.408.2, 4.408.3, or 4.408.4 or 5.408.1.1 through 5.408.1.3.
5.408.3 Excavated soil and land clearing debris. 100 percent of trees, stumps, rocks and associated vegetation and
soils resulting primarily from land clearing shall be reused or recycled.
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.
Non-residential new construction projects with a combined disposal weight of less than 2 pounds per square foot
may be deemed to meet the 65% minimum 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 be deemed to meet the 65% minimum diversion requirement.
Newly constructed non-residential buildings, certain non-residential additions and multi -family housing with z 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 Section 202) including batteries, electronic devices, mercury -containing
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, El Segundo,. CA 90245 (310)524-2360 wvvwelse undD.or Lde 1st 1ann1'n safe
Page 2 of 5
Agreement No. 6348
Materials
Wood
Components
Lumber, pfy�0_0d, _S6rapis, ( p
no ressur Treated wood)
Drywall
Sheetrock, gypsum, plasteraminates
Metals
Pipes, rebar, flashing, steel, aluminum„ copper, brass, stainless steel
Plastics
Vinyl siding„ doors, windows, floor tiles, pipes
Roofing
Asphalt & wood shingles, slate, tile„ roofing felt
Rubble
Asphalt, concrete, cinder block
Brick
Bricks and decorative blocks
Glass
Windows, mirrors, lights
Miscellaneous
Carpeting, Lures, lnsuPaton, ceramic tale
Diversion of debris to a recycling facility does not require an additional Step by the contractor or homeowneribuilder. The
difference 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
bin from a waste hauling company is rented to contain and transport the debris from (lie job site, Many of the waste
haulers licensed to do business In the City already recycle the construction and demolition debris they transport
because they find it a savings to do so. Using one of the waste haulers that already recycles debris is an acceptable
method of meeting the requirements of the California Green Building Standards Code.
Sorting, the waste into different types of materials is not rdquited or necessary to recycle. The debris can be taken to
Material Recovery Facilities (MkFs) that accept and sort co -mingled debris. By pre-sorting the debris, however, the
contractor 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
common types of residential and non-residential projects.
ESTIMATED DEBRIS GENERATION (pounds per square foot)
Reroofs
Shingles Only 2.5 Ibs/sf
Shingles & Sheathing 5.0 Ibs/sf
Residential Construction
New 4.51bs/sf
Demolition 115.0 Ibs/sf
Renovation 24.0 Ibs/sf
Non -Residential Construction
New 4.0 Ibs/sf
Demolition 155.0 Ibs/sf
Renovation Medical Office 3.0 Ibs/sf
Renovation Tenant Improvement 5.0 Ibs/sf
Renovation Retail Space 10.0 Ibs/sf
350 Main Street, El Segundo, CA 90245 (310)524-2380 wanes else undo.or late Isr tannin safe..."
Paee 3 of 5
Agreement No. 6348
Use this worksheet to convert from common construction units to TONS. This worksheet can be used to Complete a taste
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 If and input answer in Column III.
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
'oncretel
Concrete
CY
BricktMasonr ilIle _
CY 1.3
-'
-
-
Brick br oken
Brick whole ailotized
Y 0,7
_
Mason block brcrf�en
CY 1.51
_
Tile
CY 0.5
Building Materials (doors, fixtures, windows, plate
SP 00175
glass, oabinets)
CY .15
_
Cardboard'
=
CY .05
flat
loose
SI .0 05
-
-
Carnet Padrtlnn/F' ;4m
C_ 3
-
SF
loose
=
_ Ceilin Tlles
CY .00013
--
'Whole Malletixed)
_
loose
.._ .0(�3
lJr wall new�,gr used
CY 03a 5
SF .0008
_
5„
/8"
SF .00,105
_
mixed
_
_
CY 25
ScrapM6tal
"
Wood Mallets (no nra ljrP-frPMtPO 11�M -,%
453
_
1 -- %,UEAU Taros t- I = uare l=eet BD FT = Board Feet
Be prepared to provide weight receipts or other verifiable documents.
350 MaIn Street, EI Segundo, CA 90245 (310)524-2360 Mnwwe s-eAu—n_do orgfdent,,ilRk inrlsare�t i.
Page 4 of 5
Agreement No. 6348
ANA.G Ef
UM
AR R Y EPORT.'(1k8k)
..M,
Verifiable Project Diversion -Waste Reduction and Recycling Plan (Salvage, Reuse or Recycle): Fill out the
following table with estimated tonnage for each material (flat will be generated 8 + C). or
Qibk@Lfma-0ocdmenting
this diversion are required. These tags will NOT be returned. If conversion factors are needed to convert weights,
visit hRL-/—/W—ww—c—aIr—e-cycle.c—a.qovI
A.
B.
C.
Estimated
'
Estimated'
Estimated:
Estimate(
Material Type Total
I
Salvage,
Disposal
Debris
Reuse, or
(Trash)
Quantity
Recycle
(tons)
(tons)
(tons)
s
halt and Concrete I
Cabinets, *Doors,
Fixtures, Windows
(Circle applicable)
Cardboard
Carpet/Padqing/Foam
Ceiling Tile (acoustic)
Dirt
Landscape Debris
a
Mixed C Debris
Mixedr
ixed Inerts
M ts
oof" Materials
M
Roofing Materials
Scrap
Metal _jcrap Metal
Stucco
Universal Waste
Unpainted Wood &
Pallets
aftgefl rash
Other
TOTAL��`
Total .-' l3`--
Hauler Certified Recycling Facility or Disposal
I Destination
Determine the Project's Overall Recycling Rate (Percentage): [Total B/Total A] x I 00,=
Example:
TOTAL 77
FINE"
OVERALL RECYCLING RATE: 13,400120,000 =.67 X 100 = 67010
Pro"ect Notes it needed
350 MaIn Street, El Segundo, CA 90245 (310)524-2.980 MM-01SMY-1
Page 5 of 5
Agreement No. 6348
CONSTRUCTION AND DEMOLITION DEBRIS
RECYCLING FACILITIES IN LOS ANGELES COUNTY
Company Name & Address Phone Number Materials Accepted
Business Hours
WASTE MANAGEMENT INC
LANCASTER LANDFILL
600 East Avenue F
Lancaster
ARROW TRANSIT MIX, INC.
507 East Avenue L-12
Lancaster
Recycling
Rate
ANTELOPE VALLEY
(661) 947-7197 C&D debris: wood, metal, 78.14%
Mon - Fri, gam - 3:30pm drywall, cardboard, rock, soil,
Sat Sam - 12pm gravel, asphalt, concrete
(661) 945-7600 Asphalt, concrete, concrete 100%
Mon - Fri, 7am - 4pm blacks, gravel, rocks
SANTA CLARITA VALLEY
BURRTEC SERVICES (866) 270-5370 C&D debris: wood, metal, 65%
Mon - Fri, 7am - 5pm drywall, cardboard, rock, soil,
gravel, asphalt, concrete
REPUBLIC SERVICES (800) 299-4898 C&D debris: wood, metal, 65%
Mon - Fri, 7am - 5pm drywall, cardboard, rock, soil,
gravel, asphalt, concrete
SANTA MONICA and WESTERN LOS ANGELES COUNTY
SOUTHERN CALIFORNIA DISPOSAL (310) 828.6444 C&D debris: wood, metal, 65%
1908 Frank Street Mon - Sat, Sam - 2pm drywall, cardboard, rock, soil,
Santa Monica gravel, asphalt concrete
AMERICAN RECLAMATION
4560 Doran Street
Los Angeles (rrear Glendale)
BRADLEY EAST TRANSFER STATION
9227 Tulunga 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 V llev
SAN FERNANDO VALLEY
(323) 245.0125
C&D debris: wood, metal, 82.01%
Mon - Fri, 7am - 5pm
drywall, cardboard, rock, soil,
Sat, 7am -3pm
gravel„ as,phall. concrete
(818) 767-6180
Wood, tree trimmings, 100%
Mon - Fri, 7am - 5pm
green waste
(818) 767-6000
open 24 hours, 7 days
C&D debris: wood, metal, drywall, 70%
cardboard, rock, soil, green waste
gravel, asphalt, concrete
(818) 252-0019
C&D debris: wood, metal, 75.17%
Mon - Fri, Sam - 6pm
drywall, cardboard, rock, soil.
Sal„ 6am - 3pm
gravel, asphalt, concrete
(818) 364-1278
Brush, logs, plants, 1007-
Mon - Sat, 6am - 6pm
free trimmings, and
clean lumber
(818) 767-0700
Asphalt, concrete, gravel, 100%
24 hours, 6am Monday
rock, and sand. No dirt
until 4pm Saturdav
Agreement No. 6348
CONSTRUCTION AND DEMOLITION DEBRIS
RECYCLING FACILITIES IN LOS ANGELES COUNTY
Company Name & Address
phone Number Materials Accepted Recycling
Business Hours Rate
THE REUSE PEOPLE
(818) 244-5635 Architectural salvage 100%
3015 Dolores Street
Mon -Fri, 10am - 5pm
Los Angeles (near Glendale)
Sat, loam -4pm
VALLEY BASE MATERIALS
(818) 767-3088 Asphalt, concrete, 100%
8960 Bradley Avenue
open 24 hours, 7 days concrete block,
Sun Valley
VULCAN MATERIALS
11401 West Tuxford Street
Sun Valley
gravel„ rock
(818) 983-0146 Asphalt grindings, concrete
Mon - Fri, 6:30am-2:30pm
SAN GABRIEL VALLEY and SOUTHEAST LOS ANGELES COUNTY
CONSTRUCTION & DEMOLITION
(323) 357-6900
C&D debris: wood, metal,
RECYCLING, INC.
Mon - Fri, 4am - 4pm
drywall, cardboard, rock, soil,
9309 Rayo Avenue
Sat, 4am - 4pm
gravel, asphalt, concrete
South Gate
DAN COPP CRUSHING
(800) DUMPSITE
Asphalt, concrete, gravel, rock
1201TGreenstone Avenue
Mon - Fri, 7am - 3:30pm
Santa Fe Springs
Sat, 7am -lprn
GREENCYCLE
(562) 906-5223
Wood, soil, and greenwaste
12815 East Imperial Highway
Mon - Fri, 6:30am - 5pm
Including palm and yucca
Santa Fe Springs
Sat, 7am -,5pm
PASADENA ARCHITECTURAL
(626) 535-9555
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 Oak Avenue
Mon - Fri, Gam - 4:30pm
Monrovia
Sat, 6:00am-2:30pm
SILVERLAKE ARCHITECTURAL
(626) 445-1092
Architectural salvage
SALVAGE
Daily, 11am - 5pm
169 Cook Street
Pasadena
RECYCLED WOOD PRODUCTS
(909) 858.6882
Green waste, soil
1313 East Phillips Boulevard
Mon - Fri, 7am - 5pm
Pomona
Sat,, 7am - lom
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.l
(323) 583-7913
Mon - Fri, 6:30am -11 pm
Sat, Gam - 6pm
(800) 839-5550
Mon - Fri, 6am - lopm
Sat, 7am -7pm
(323) 262-1604
Mon - Fri, Sam - 4pm
Sat, 6am -11am
Concrete, concrete block,
asphalt
C&D debris: wood, metal,
drywall, cardboard, rock, soil,
gravel, asphalt, concrete
C&D debris: wood, metal,
drywall, cardboard, rock, soil
gravel, asphalt, concrete
100%
79.72%
100%
100°%
100%
100%
100%
100%
100%
74.99%
76.39%
Agreement No. 6348
CONSTRUCTION AND DEMOLITION DEBRIS
RECYCLING FACILITIES iN LOS ANGELES COUNTY
Company Name & Address
Phone Number
Materials Accepted
Business Hours
DOWNTOWN DIVERSION - WM
(213) 612-5005
C&D debris: wood, metal,
2424 East Olympic Boulevard, Bldg. 3
Mon - Fri, 6am - 6pm
drywall, cardboard, rock, soil,
Los Angeles
Sal, 6am -3pm
gravel, aspirall, concrete
FREEWAY BUILDING MATERIALS
(323) 261-8904
Architectural salvage
1124 South Boyle Avenue
Mon - Fri, Sam - 4pm
Los Angeles
'Sat, Sam - 3pm
SOUTHERN CALIFORNIA
(213) 623-3119
Architectural salvage
ARCHITECTURAL SALVAGE
Mon - Fri, 8am - 5pm
1600 South Santa Fe Avenue
Sat - Sun, 9:30am - 3pm
Los Angeles.
LB CRUSHING
(951)691-0625
Asphalt, concrete
321 West 135th Street
Mon - Fri, 6am - 4pm
Los Angeles
Sal, lam - 5vm
CITY OF LONG BEACH and SOUTHERN LOS ANGELES COUNTY
ALLIED WASTE FALCON
3031 East "I" Street
HANSON AGGREGATES
6956 Cherry Avenue
North Long Beach
HANSON AGGREGATES
2850 California Avenue
South Long Beach
(552) 590-8531
Mon - Fri, Barn - 6pm
Sal, 6am - 2pm
(626) 856-6700 Option 1
Mon - Fri, 7am - 3:30pm
Sal. 7am -2pm
(626) 856.6700 Option 1
Mon - Fri, 7am - 3:30pm
Recycling
Rate
77.08%
100%
100%
100%
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 Angeles Data Research.
Updated November 27, 2017
The companles 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
GENERAL
STRUCTURALSTEEL
STEEL WELDING
GEORGE BRETT FIELD SCOREBOARD
STRUCTURAL DESIGN CRITERIA
REINFORCING STEEL
STRUCTURAL CONCRETE
401 SHELE3ON STREET
EL SEGUNOO, CALIFORNIA
Project RaIa eno No 21-248-00
STRUCTURAL CONCRETE IconNnueJ
SCOPE OF WORK 11 V,11 L' `11V
MATERIAL SPECIFICATIONS a CONSTRUCTION NOTES
REGISTERED SPECIAL INSPECTIONS
GEOTECHNICAL OBSERVATION AND TESTING
STRUCTURAL SHEETS
o ®
.. � � .. . . . . . -
/
� \ /
_\< \ !
�
. _�. . . — :
-
<.,�z
�..:... ..
.:. .
--
</�:
S-
:
GEORGE BRETT FIELD SCOREBOARD ELECTRICAL PLAN
7
ti
0
IG A111T ..... .. . ....