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HomeMy WebLinkAboutW_5357_S0 10 20 30 40 BEGIN CONSTRUCTION STA. 10+00.00 CONNECT TO EXISTING 6" WATERMAIN PER DETAIL ffi ---- -------7 I I I 20' --I --SCALE: 1" = 20' EXIST. 6" ACP ~ SEE NOTES TO CONTRACTOR NOTE 6 ~----lr....--,1----{ 6 --© 5 ;;. '----'4 --'------f--J--1----® EXIST. 6" ACP J SEE NOTES TO CONTRACTOR NOTE 6 BALBOA AVENUE@ 10+00.00 SCALE: 1 /2" = ,' I ALLEY CD i I I I I 8" DOMESTIC WATER MAIN ,----------------------11 I I I I _J 40' 28' 14' 14' ABALONE AVENUE "----PROPERTY LINE (TYP) I 2 STA. 11+69.74 [ ___ _ C ,_..,,,;,,. ,----- 1 2 STA. 11+81.05 I END CONSTRUCTION STA. 11+86± CONNECT TO EXISTING 8"x6" TlEE PER DETAILffi -------- 7 ,- 1 I I I I I ~I I I ALLEY BALBOA AVENUE EXIST. 4" ACP \ SEE NOTES TO CONTRACTOR NOTE 6 r I N 2 7 BALBOA AVENUE@ 11+86+ SCALE: 1/2"=1' r EXIS T. 8" PVC r EXIST. s• PVC FIRE / HYDRANT CONNECTION CB __ ··-____ --•. -•••-•••-,~ '"'''''-• ._,,..,,._,, n -> v,,,,._r,Yll.:>I:. :.':I I A IC.lJ 11\1 THE CI TY'S STANDARD SPECIAL PROVISH)NS, OR IN THIS CONTRACT'S SPECIAL PROVI SIONS. 2 EXI STING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR • SHALL BE RESPON SIBLE FOR VERIF'r1NG iHE ACTUAL LOC ATION A.ND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. All EXPOSED CONCRET:E SURFACES SH L CONFORM IN GRADE, COLOR, DIMENSION, ANO FINIS~ 'FO AOJOlhl_lNG IM_PROVE~ENTS. 4. P.C:C. SHAL E cc,ss 560-C-32W 5. ANY DISCREP ANCY IN THE ORA\"i1NGS OR SPECIFICATIONS SHA LL BE CALLED TO THE ATTENTION OF THE ENGIN EER. FAILURE TO DO SO WLL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORREC TION. ............ u,,-.,-. ,..,.,-r ,..,, 'r.--. ,-,-,.n ,., TLIL C'r->LI"IC"lf'A T IA~IC"' A□ CONS I RUCTION NO I ES G) INSTALL 8" C-900 (DR 14) PVC PIPE ANO FITTINGS. INSTALL PER TRENCH SECTION SHOWN IN CITY OF NEWPORT BEACH STANDARD DRAWING STD-106-L INSTALL 8' MJ DI 45" BEND WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 510-L-A INSTALL 8"x6" MJxPE DI REDUCER INSTALL 6" PE C-900 (DR-14) PVC SPOOL (LENGTH AS NEEDED) INSTALL 6" MJ DI TEE WITH THRUST BLOCK PER CITY OF NEWPOR T BEACH STANDARD DRAWING STD 510-L-A ® 0 INSTALL 6" TRANSITION COUPLING REMOVE INTERFERING PORTION OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE. AND ABANDON IN PLACE. ® CONTRACTOR TO VERIFY DEPTH OF EXISTING UTILITY AND DETlERMINE WHETHER PROPOSED WATER MAIN WILL CROSS OVER OR UNDER , . 2. C NOTES TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 6. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW CONNECTING PIPE, FITTINGS, AND VALVE. DO NOT UNDER ANY CIRCUf.lSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGUALTI ONS. INSTALL NEW PIPE AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STELL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING AND DI OR AWWA C900 (DR 14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MA TERI AL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION . 7. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", LA TEST EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRAcrs SPECIAL PROVISIONS. 8. 9. -> EXISTING UNDERGROUND STRUCTURES; THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES (PIPES, CONDUITS OR STRUCTURES) SHOWN ON THE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS (WATER AND SEWER) AND FIELD RECONNAISSANCE (ALL OTHERS). THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTlECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTIVITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK . THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC STRIPING, MARKER AND MARKINGS, STREET LIGHT CONDUITS AND STRUCTURES, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, ANO AS DIRECTED BY, CITY OF NEWPORT BEACH, THE ENGINEER OR UTI LITY COMPANY. 0. AN'r WlJtl:1"1. NUI INUILA l t.U UN IMt. LJrrl".Mr,u.-:'i □U I l..k LLC:.I..J run II~ inc J r-LL.11, ........ ,, ...... ..,, ~- VICE-VERSA, SHALL BE FURNISHED AND PERFORMED A$ THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT IN STALLED ACCO?DJNG TO ORA'MNGS AND SPECIFICATIONS OR GRDINA CES ANO LAI/IS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 7. THE CON TR ACTOR SHALL R£0UEST INSPECTION FROM THE PUBUC WORKS AND UT LI TIES DEPAR TMENT 48 HOURS IN ADVANCE OF ANY WORK IN THE PUBUC R/W. THE PUBLIC WORKS PHONE NUMBER IS (949) 644--3311 AND THE UTILI TI ES DEPARTMEN T PHONE NUMBER IS (949) 644-3011 .,. 8. ALL (XPOSEO CONCRf;TE SURFACES SHALL CONFORM IN GRAOE, COLOR, DIMENSION, AN D FINISH WlTH ADJO INING IMPROVEMENTS. ALL REINFORCING STEEL SHALL BE GRADE 60, EPOXY COATED. CONFORMING TO AS TM A775 ANO 03963. 9 1~Ll PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-l. ALL SAND FOR BEDDING SHALL HAVE A MINIMUM SE 3-0. AU WATER MAINS SHALL HAVE A MINIMUM COVER OF 36H FROM FI NISHED SURFACE. 10 ALL WATER MAIN flTTINGS SHALL BE DUCTILE IRON MECHANICAL JOfNTS WITH RETAINER GLANDS UN LESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN flTTINGS SHALL HAVE AN 8 Mil LOOSE POL YETHYLEN( ENCASEM£N'f" PER SE:CTION 207-9.2.6 OF n!E CITY STANDARD SPECIFICATIONS. 11. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS ANO VALVES lN ACCORDANCE WITH CI TY SID-510-L (A,B,C,D&E) AS APPLICABLE, REGARDLESS OF WH ETHER THEY ARE SHOWN ON THE PLANS. 12. THE' CONTRACTOR SHALL NOTIFY THE CITY or NEWPORT BEACH FIRE DEPARTMENT ~a HOURS IN ADVANCE OF SI-IUT DO'M\I Of ANY FIRE HYDRANTS. THE CONTRACTOR SHALL OTIFY lliE CITY FIRE DEPARTMENT 48 f-tOURS IN ADVANCE OF ANY TRAmc LANE CLOSURES. 13. THE CONTIRACTOR IS RESPONSIBLE FOR ALL WATER MAIN OEWATERING AND DISPOSAL ACCORDING TO LOCAL ANO REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS 14. All. HARDWARE FOR FLANGED JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINTS, TRANSITION COUPLINGS, MECHANICAL JOfNT HARDWARE. AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAI_NLESS STEEL AND COATED LI BERALLY WITH AN APPROVED ANTI-SEI ZE COM POUND. 15. ALL FLANGED JOINTS SHALL BE JOINED lMTH CLOTH REINFORCED BUTA-N RUBBER FULL FACED GASKETS. 16. WALLS AND FACES OF EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL 8£ EFFECTlVELY PROTECTED BY A SHORINr. <;;y<;::T!7"~J C::I f"\0 11,.lf' ("\(:" TUC" ,.,C',,t"\J ,.,,.,_ ,...,.., ................. ,.......,, "',., ~-,_ • ·-• -- C 0 C-XXXX .L u 0 .0 0 .L C " .D E cc N co (l_ ,I_ I '.;:, (/) f-w w I Ul / C: CJ> <f) " 0 O> C ~ " " C 0, C w I ~ 0 / Ul "' Ul <( f---------"""T----------------,..--..----...,...-------------------r---.....,.----------,-----------,r------------------------------i/ APPROVAL RECOMMEN DED: REVIEWED: Ul LIDO VILLAGE ~ PSOMAS 3 Hu tton Centre Drive Suite 200 Sa nto Ano, CA (714) 751-7373 Fax (714) 545-8883 1-----1--------1--------------------+----lMICHAEL J. SINACDRI, RCE 46214 ASSISTAN T CITY ENGINEER <( WATER MAIN REPLACEMENT PROJECT ;;-o BALBOA AVENUE -8" WM PLAN AND DETAILS 0 PATR ICK ARCINIEGA, RCE 70740 STA. 10+00.00 TO STA. 11 +86± :g 1------"SE='N"'IOe,.R'-"'Cl.eVl;:.L..::E,.,_N::::Gl'-"NE::.:E::..:R_-+ _____________________ -r _______ ~:g DESIGNED: NG DRAWN: BH CITY OF NEWPORT BEACH W-XXXX-X ~ N L._ ______________________________________________ --1, ________ ..__ _____________ --1._N_o_ . ..L.,__o_ATE _ __,1_□_Es_c_R1_P n_o_N_DF_R_E_Vl_s1_0N_s __________ ..L...AP_P_R_DVE_D.1..D_A_TE_::.:.:.:.:.:.:.:.:.:.:.:.:.:...1....cH_E_cK_E_o,__,;:J:a;LB:..,._DA_TE_:.;:.;02=26::.L.,;;16::..L-____ P_U_B_LI_C_W_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ....... _s_HE_E_T_1_o_F_1__,-;;-