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CC RESOLUTION 107653, 91 RESOLUTION N0. 1076 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL SEGUNDO, CALIFORNIA, ADOPTING "SPECIFICATIONS NO. W.B. -48 -5 AND CON- TRACT DOCUMENTS FOR THE CONSTRUCTION OF A TRANSMISSION MAIN FROM THE WEST BASIN FEEDER TOGETHER WITH A CONNECTION VAULT, MISCELLANEOUS STRUCTURES AND APPURTEN- ANCES.", IN CONNECTION WITH THE CON- STRUCTION AND COMPLETION OF THE MUNICIPAL WATER WORKS SYSTEM. The City Council of the City of E1 Segundo, California, does resolve, declare, determine and order as follows: SECTION 1. That those certain specifications designated, numbered and known as "SPECIFICATIONS NO. W.B. -48 -5 AND CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF A TRANSMISSION MAIN FROM THE WEST BASIN FEEDER TOGETHER WITH A CONNECTION VAULT, MISCELLANEOUS STRUCTURES AND APPURTENANCES", presented to this Council at this meeting, be and the same are hereby approved by the City Council of the City of E1 Segundo, California. SECTION 2. That a full, true and correct copy of said Specifications No. W.B. -48 -5 and Contract Documents hereinabove referred to and approved in Section 1 of this resolution is hereunto attached, designated as "Exhibit A" and hereby referred to and by this reference expressly incorporated herein and made a part hereof. mediately. SECTION 3. That this resolution shall take effect im- SECTION 4. That the City Clerk shall certify to the passage and adoption of this resolution; shall cause the same - 1 - to be entered in the book of resolutions of the City Council of the City of E1 Segundo, California, and shall make a minute of the passage and adoption thereof in the records of the proceedings of the City Council of said City in the minutes of the meeting at which the same is passed and adopted. Passed, approved and adopted this loth day of May , 1950. Mayor of the City o 1 Segundo, Californi . AM �� (SEAL) STATE OF CALIFORNIA, ) COUNTY OF LOS ANGELES, ) SS. CITY OF EL SEGUNDO. ) I, Victor D. McCarthy, City Clerk of the City of E1 Segundo, California, do hereby certify that the whole number of members of the City Council of the said City is five; that the foregoing resolution, being Resolution No. 1076 , was passed and adopted by the said City Council, approved and signed by the Mayor of said City, and attested by the City Clerk of said City, all at a regular meeting of the said Council held on the loth day of May , 1950, and that the same was so passed and adopted by the following vote: AYES: Councilmen Gordon, Peterson, Swenson. Thompenn, .. I. .• NOES: Councilmen None. ABSENT: Councilmen None. WITNESS my hand and the offi ial seal of said City this loth day of May , 1950. l C� n (SEAL) 2 - , California. 986 ,C X/ l6IT •v f. h� r ii,� - ......mP.P rl a..... Pa. a m. P...P P. o P O P no. _ 'w'ti',,,, e� _._.�'„ °.i l.eA.eA Ce memelm,lems. emm.mseclaPlaw . .w. ...•........... rm... A. m m,.. P PP. oPem. r..v naPmnm _ ,6Ya.. �, �' ,�«..�a e1a...I 1. as am.a P.e. 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C,., j*, Coatr_ctor a8rcor w0h :ale U, v to x _1r1 to ,� rfc: n ana co•ailote is a I;ood anu „o,'.riaa ike °ninner, all th( '.ox°x 1er:.t1 "- inal* thei °atc :ho,ral o1, �1.e ura. is; : oar ae&wAb of in the t„eclfic� iott° ru ' oto atvChed, O iurAbh at AS ovn j2oxi LeG< at! cxpen e o.1-1 }col.:,. labor, and _iatEriaic aeceosury 0,.2<,0p, st .,uch ,4 tF;rzuL' aE in the ,:'dd s)e,ific'0101s Ole 6 i:u'_.>tud to tc i,,l•PC ,,,',y the City, W to no vi^e_nhinC c :•- gaired ty Win AEr(,PrirnL _nu U . 2&Acobion., and dratit;nCs. r`tOIChE 11. for _ , AC nota,e.,tic ad labor, furnishing _nd re- novia- x_11 ant, tell.or..ry , ovwo or structucab, tool- and equ pment, e no doint C']r'L °sC•'!.i ',., t1J_f.. .:tF3';�t�iCfltj alto for .11 &own an( o, dtU c a it or! iorer -id, or from Ow _ctton of th, I,- ca of ', ",c 1O, v i l ah may arise Cr OG enr omiter3d In ti1B �)_•. yC1A �.�n o, .,_f ., "' tu)S1 _ 1 t Si Ct Ji_.nce by th(- City, and fur Al LiuR, rf dVavv an',t' °_1617 ',C nce' ,1 *9 X11 t:_c' Mo- , S for all OXpen3eb incurred ',r oT' in couA .L.uc ,e of 'ha _t1C., •,t. ai..;Gnti`u—nCC of -`oxk; e9.Cevt ,1161 in i!tO 9" n .sF".A_jc,Jogo ,:0 01,,tt:d,.1 11' _.t.._.CU R to bornG py the CiLy and UP veil K,_.; : on frtty co,., ,e410 1W :rh "P6 th, "hole thereof, in re manner J1Gi'n : f1Ci _,.,_C' (. 10 sit; _L!n C - va's eno �'-C f2t3,.{.�Ons and in nc CO140%ce W1;.,, Ur ro'1110 __r _ a n, , . f l' ' SOL ..,c.: Yepus aA My will , ay aao the Contracoor d.,.,..1. rccci c_ in ° on -ocn,- is I - ti]'_ ,`O:' ,,_ _i7.CCb LlLmcd L'1 of tt,, Hic. _ Smoot or tho Proposal hereto attachea. 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"��.� - ,xl^a7� 11i` "cs�tifJ .._ ?i1 SCC*"' + + - _- EPJ, --tt �tay3,�_, 1 LW I A r r Oner+o 57. , i•_ �. �o fit" •? "�, _ .. iii � -y � �b)i .Y,. ` ••_ ,. . _._ � • � • i �- - la Y J ,� F, L o.T a am- � � � C �J'` • [�" J - ' y f y � • � �� - , fie.. • v �.. '� µ ' � �.. t ,. ' lea. �. •J_ - .y .. 1 IT M rt � Y i? L r W a f _µ t Yy '- ° - ' f i - �• i Lit ' - +• n .. J44 fop .. 4 `.. y ° '7r�3 »aL ej CA Mt .'c.. W a) V Y ^tea ��] �i •.RA i n ] - ' 1tr-x,-11g1r 4 fXH /I3iT concrete pipe. The manhole pipe and rings and reinforced concrete pike shall be " furnished bV the American Pipe and Construction Co. or United Concrete Pipe Corporation,, or approved equal. The concrete manholes shall be equipped with galvanised iron ladder rungs and ctL:,' iroa street cover. The manholes and manhole rings shall be assembled as shown on the drawings and joined with cement mortar. The cement mortar shall consist of une (1) part of Portl"d cement and two (2) parts of &and. 92. W),- ce:laneous embedded Items, The Contractor shall furnish and install all the miscellaneous embedded metal parts shown or indicated on the drawing--,, or required in the finiahed work including bolts,, vent pipes and covert. lifting eyes, and ladder rungs. Pent pipes shall be galvanized standard steel pipe. A galvanized steel mushroom type hood shall be provided at the top of each vent pipe where indicated on the drawings. The exposed portions of all embedded metal parts which are not galvanized shall be coated with coal tar enamel and primer as speci- fied in Section 4 for steel pipe. 930 Thruat blocks. Concrete thrust blocks to prevent displacement of the pipe at bends and angles due to internal water pressure during the testing and operation of the pipe line are shown or indicated on the drawings. The drawings show the minimum amount of bearing surface against undisturbed ground that shall be provided at each location designated. ALL thrust blocks shall be constructed of Class "$e concrete, shall have symmetrical bearing on the pipe and anall bn continuous from the pipe to bearing at firm undisturbed ground. Page 55. p I h L� B YT I ' _ +.f . -11 w,. �,' �lr� .-c - —A q_ •. .rtes i-�r. I. tl.v nom`'.. �Iti,�_vu• y 4.. u',.C. 4�i'....'fl:'� }� ...�.,• -. -- ,_ 5 .. r a,:' _ p.a' _.._ .✓ rib �4 an non2z led. sunks;11000 10, Ott coo C11":ax W' ems_ �' ... .. r_ 0. ! ..4i - _ » of olps o. ni I ' if Q 17. r"_ �... ..eb e_��....F '. nta�^ rhiv'�I6 �,.� e_L�> ,6• �, �.0 .. �. « ... ( n_�Cib vrl��3..i�✓,]i, 'i ^ � ^iG �.{ i ,,._ �a, .3 .. �l «���a' .. .. __ � I ' .;' ?L „"?. L "�. a • �" i _- ., =`ilP:J:'7 ., c;. a _, a�,'J � � -' _ �. . ay t.,f Air ; v = IK _ is •R �5 {C{aJ car w nra t 1 ^,j Ave 45) L3J.tiP`.:.: CSP '; ; .• -,, IW ' ; rca `_ races in ; ear: et ^� C9:'k,l ., cc, 0.2 ngc -_­d OFJA .3.? �`T -_Zt .F,: r, r ^T' .. ". 'oL 1=:_`l-'+ +:a;!?'li J "C:Sti L4J I': on 50-00 ;N'vVY. '?3 "t* �r .,..> .._f ^i' _ {qtr, Z',. ., ,.i• � t_? F,: � ^_a_ "';; �. .,, _.. r "r.tm X. 0 ;t.".nl -I " _ -- _ O., °_.�_ " A. ;*5 ' Y .�:a V. r ..w n? oil - 3,. _,. A, �:'.ai.`'.�_'•. ��d Rd1PJ �,' m''.`; -0. Yi _ _ ��lr a .:�li<V. C�Ya. `r.K.°��L?.�� .L. ti.�..�I.n, rw�Ln57Li°�.. � .'e..a c�, Cy �. Lt. 1�,'� S+ r , • ` fly S`t,.".',h a2"1 Q; w hal 3""7 l :.r' .'l: W _1 o the XJ' m mie tyy' ` °i'.LiJ.L3'L'Yj '�r ^..� % �I .)y� 4Gin C,E�CJ^w 011,1.2 r` 1�_--Cvd 1,{ ?'{A'R,"'� A. ;*5 ' Y •4. 50. L � 1 � � •��eF..''w ii' � vl 1. � � ' .. s » ,fit. L i t Sly ash:,, wat �J .�.a .� 9.�• i ,3 —oil t J, SuL!R �Y.l'a.Z. Sti.'LS Pig y,/J�.� > „ � ♦J �.. _ a.• ..... v L ,.r y 1, lv'. o, Q, 6 ��... ni, •4. 50. EXH //� /T L XH//5 /T Y Without mWommiam IS as iseeha'llitr hopper to my bin or � am thisv a. Immediately prior to the application of the concrete coating the rod � vra nder sha11 be sprayed with a rash of Moat cement* e uncoated pipe shall be ;hall supported and held in a horiaontal ties all be rotated as the mortar coating is applied. The mortar shall a speed of not less than 3600 lineal feet per ainuto. The mortar be evenly and compactly against the outside surface of the pipe as it vas on rizontal axis. The machine shall apply the mortar in the more or lags ` direction. The mortar shall stripe the outside circumference of than a ray of the vertical diameter as the pipe revolves on its axis. lobo sp be ed and reused as sand. The coating airy be built up to the required thitohpeds In jar more passes of the machine. The finish coating shall be firm, #21 ti�lly to the outside surfaces of pipe and shall be free from flaws, holidays Other surface imperfections. It shall have a minimum thickness of three -tour of on inch outside the rod wrapping. (c) After the pipe has been coated the lining sad coating shall be kept saVot bpr'asmlinuous sprinkling for a period of seven (7) days before being moved to thb ' lrsm& excepting that closing sections may be &team -cured for twenty -four (24) bWmss etler shicit time they say be moved to the trench. Pipe damaged during the handl.W 0#14U be, recoated or repaired, gIrves, bends and closures. (a) Curves and angles in vertical and horisoa*l t in steel cylinder concrete pipe shall be accomplished by (I) rasa trl: of the spigot into the bell of standard square -ended pipe where th lion at any joint does not exceed two (2) degrees of arc` (2) by s�'1 of pipe with spigot end beveled share the angular deflection at *aiM1� two (2 degrees and does not exceed five (5) degrees of are provid ;tbml beveled sections of pipe may be sbo#ler than the length of standard s necessary in order to accommodate No required curvature; and (3) b!' spialal radius bends where angular deflect'lem exceeds five (5) degrees. '' <`_t,` (b) Ititered (beveled) joints &bell conform in workmanship, strength an& uOtim k #Gar t he requirements of these specifications for joints in square -ended pip , h section of mitered pipe shall have a permanent and easily visible soft' t Oki altered end to indicate the point as the circumference to be laid uppera4OV (a) Short radius bends shall Confirm to the requirements of these. spec 1&usms for steel plate specials. The radius of curvature of the pigs axis in short�iuls Mends shall be approximately two and omMbalf (2}) times the pipe diameter $ between the adjacent courses of steel cylinders shall not exceed'it'tecs (15) digrses. - , (d) Closing sections of pipe shall be furnished and installed by the Contractor as &coco " to accommodate the location of structures, bendy and outlets shorn an the drwsdmgs. The closing sections shall conform to all applicable requirements for the standard sections of pipe as net forth elsewhere in these specifications. So Cistraclar shall make all necessary measuresosts and shall be responsible for their msiauravo, 106. Ig outlets. s and dW WcUls. (a) The Contractor &hail feral loud install all outlets, manhol s, rednoerss short radius bands, tees mad 3. Giber steel plate specials sham an the drawlags or srequlirei by those spositioatisplo Of , ,Ps" 60. 4� LCxf /iF.3iT "� . e e to 'co..}. 1, 1 _ C'- ..iL ^1 i1LC -_ . tn'7 �,: ^ },. �i ��.� �'�. ��e�.�s m�� ©1:LF3.C3'�.lOa"4b .. �.f.t.J°e�t�• ...._ i has ash . rtL i ��f /!� /T R: - M XH /6/% Cf1lill0 After the troudk ckfilled the ,ante led sith mortar having a oar (1) part awmat to nd of a stiff consistencyp tightly into the recess and f off smooths All excess mortar shall M removed from the inside of (a) .lf casshall be furnished and installed by the Contractor at certain railway crosluga and a ss Sepulveda Boulevard as shows on the drawings and steel cylinder concraf* , pipe sbrll be furnished and installed inside the easing. As shorn on the drawings ` acme of the metal casing shall be installed in open trench and some of it shall be i�r stalled by Jacking. If corrugated metal pipe casing is furnished for pipe inces e"t# It shill consist of galvanized iron or steel pipe of a diameter and metal thickness not Mss than the minimum called for an the drawings, coated wit* not less than ens ounce of sine on each square foot of metal surface* Corrugated metal pips shall be y,Tbmcaap or approved equal. Fisld Joints in corrugated metal oipe shall made Wmasas of special coupling bands designed to reduce resistance to jacking orb the of tdthe Contractor, shall be riveted in accordr.nce with the �i1e ra:<nufac #s r practice for jacked pipe. N) In the event plain plate casing is furnished, it shall e,ousist of we **"I pipe of a diameter and plate thickness not loss than the minimum called the drawings. The steel plates in such pipe shall conform to the requirements Ut 41" tatetive Specifications for Low a ad Intermediate Tensilt Strdngth Carbon --Ste L of Structural Quality, grade B (A.ta.T.11. Designation: A V33-46 T) of th um Bocioty for Testing Materials# or of other standard k. .T. specifi f plates equally suitable, in the opinion of the Engineer, for the aanufact thellype of pipe required. The pipe shall be fabricated in sections not short *I* foot (61) between girth swoop and having not more than two (2) loagitudi IN 1e143mg of the seaas shall conform to the requirements of theue specifications welding of steel cylinders for concrete pipe but no hydrostatic testing of the 6 casing will be required. Shop and field joints in the casing shat be butt go (a) The approach trench for the jacking operations shall be adequately to safeguard the railway tracks and to insure against ground movement in tae vici of the Jack supports. Heavy guido timbers of sufficient length to provide ace + . control of Jacking alinement shall be placed in the approach trench and firmly j en the required line and grade. The Jack support shall consist of an adequat eaobsred structure of heavy timbers so placed as to permit the insertion of lengths of casing to be jacked and to insure action of the jacks in line with axis of the casing. Between the jacks and the and of the casing to which preasure applied shall be interposed a bearing block consisting of a tiaber framework :trusted as to provide uniform and bearing over the entire periphery of the y and laving sufficient strength to distribute tW jacking pressure evenly ther If corrugated pipe casing is used, a steel hoop or 4quivalent stiffener shall be around the casing and tightened in the first corrugation from the end for the ose of strengthening the end of the casing during application of jaczi,ng pressuro.,, (d) Application of jacking pressure and sxsavation of material ahead of *sing as it advances shall be cgWuU7 eontrelled to prevent the casing fr bssoldg earthbound or deviating' rqg required line and grade. Excavation of matte shall be restricted to the least clearance necessary to prevent bi Us Watraetor shall be responsi 4m for maintallainp the specified line and g wttbftt mmmManhaent on the specified sinipwo mnnular space betsaen the Iasi .. .K- ��� _„ �, .- v _ _ a t _ l � _ '_ ,pp y. _ _ J'n � F a ,. .._. _ _ .r � �_..�.o � . __ �' ._ ., "' � ..v � � _. � _ < o � r, _ � _ � i , � � t ,�. _, ...� � _' �� r�, __ i _� .i.� � _ _ �' �. __. � � � -' � � �^ � e ., _.e v a 4,_ �� _ __ _ _ � � �_ ' � ; � ,4 — _ ._ ,� ,�. .0 X1-// b' /T A oe S x 5 r, 5%1le" gip, � c,. "xd �. ..•tN �tE . #k M •?fY.l w i i AU steel ripe up to 4" "� a de diameter steel eontorm t0 !l!e requirements of the Correa tions of the American Society for Testing Materials for Melded self Pipe for Ordinary Use (A.S.T.Me Designations A120). Steel pipe up 4 Yri imetu#ng six inches (6*) inside diameter shall be "extra sarongs and pipe Um sis faeheu (6 *) inside diameter .:hall be •standk rt; weights unloss otherwise �&MMe an t%a drawings. Steel piae larger than t4olvc inches (12*) I.F,. to but mot« -J,mmlmdAV4�thirtr inches (300) outside diameter shall conform to the requirements 1Ale;earrost Otandarc' Specifications for Electric- Fusion- Yielded Steel Pipe of the 'Alatieaa Society for Testing Ytute :lala (u. ,T.3Y. a9ooignution A 13?) and steel pi W&$ 14rW inches (30*) and greater outside liamete: bliaall conform to the curren Cltemiard specificutiona for Flectrie- P`ucion- fielded Steel ripe of the American Sete f r fir, H%tLrtalaa (;s.L'.T.2. Designutiont A134). . a ;Y o" r (b) All steel wal.dine fittinf7� excea,)t t`lange:r shall be the butt types of 01144 d astabem steel and shall conform to the Amerio&n Standard for Stool Batt- aeldimsAsA 71tUagas H16.9- 1940. Weldinf fitvlr a up to and fnclalinr .six inches (o*) dlme6ter shall be sextra strong* and those greater than six inches (6s) diameter Obsall be wstsndurd.s rlaagei, required in connection with welded steel pipe "a -jptsllationa uball be slip -on forged atecl welding; flanges conforming* to the posed American rutandardy A.:3.A. Spocifica tion.� 1116e-lr,- R. y? (c) The welding of stool pipe and fittiart, :dull conform to the current' , f 4 a. X Code for Unfired Pressure Vessels. I,1 (d) The in:Ade and outside or all : terl pi ,t Lnu fittinY 6 xhich +are not g� Vmdsed shall be thorougbly and uniformly covered with a coat of coal tar pr a, redaby a ho`. coat of cowl tar enamel. Both coatings shell be to accord ; dard poci :'ication t No. 7A.6 of tsxc American Y�atsr WoAk Aaaz ot.latio* amd - to thereto. " Gaskets:. Caskets for flanged joints shell bx: ring; gac,kots made of asbes' MMposition sheet packing LA60 thick rand. of a quality eq%ma to Crane �omY*any� {ONdte or Johns- Manti12e 605 graohited a:sbe,tos. JSAU Val s, (a) The City will furni:�h axne? the Contractor znull install t,ll Ike s sight inches (Re) and greater in intornLI diameter required by the dra .x the 14 -inoh Rotoxf"lve and 24 -inch check vulva aho*n to be installed in t"ho � i v ;s ection Vault. All other valves rs uired by the drovingz or sF)Ocificatiove 40 fmmished by -he Contractor. ¢. ' #� �) Main line gate valves to be furnished by the silty for installdtioet in 4ile4ee44zion main ad having; diameters of eighteen inches (18*)p twenty inches 4wled ur inches (24*) will be Ludlow Valves with hub ands. r11. rate 'Iai� ed by the City for inmtallutian on eorvice outlets will be Ludlow ends. ° ,n+ ga te valves to be furnistaed .end installed by the Contractor 00 have flange8 ends seed taall o +aform W the �t nr3srd S sa cis lea (Cater Works Asasociation entitled *S;aecificationa for Cate halves `" r Works Service.* They chail b� iron body,, bronze mouuttdO donbio i doeitmo to safely withstand a n internal zaa..t rezaaure of three hundred (300) pe pyre inch and working pressure of one hundred fifty (150) pound- pc.r square ads provided in the said A.W*tOA* 4?ooWlt ations and shall be Rensselaer Us$ �e • -loch valves required an tier sir vx}lrss sad 4 Pte =1 required ma So, bloseff etsaotu res shall besvb flanged wads aeY� form to all of the A.W.W.A. t �, Sinew 165. -'s r 6 _ - w it y 5.32 _ _• � _ --'.r3 C._ -'s 6- 14111211- �q r i EXNi/-/7 A UMT-1 I P� €'� 61• ,a i'z F.a : 3smpda¢,J: CaU Cnt?NjL2`_;.k1'Je_ I "QrGi, C,.; �_ ' _ 4� fl,.,_, ,.�_ Co. peljphsc© =100.a..�, ^O,'J .,_ , , .�t�,;�.cL.v, Owd'%1 nod dig^.:,_ Q;�?..'1 iA2.:CQ. i_ °.' ,�A Suall 1C C'_ ��£> • ,�$'1 L.��__it ym ; ,. 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