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HomeMy WebLinkAboutW_5341_SCITY OF ORTB PUBLIC WORKS DEPARTME. T L ELI VE E 2012 DATI::, RECORD DRAWINGS ~ese Recor.d D~wlngs """': been . prepared b<1sed on information subm:1tted, in part, by others •. Wtule t~1s lnform<1t1ori is belleWld to be reliable,, City of Newport B""'ch is not responsible for its m:curocy, Aor for errors or omissions wh"ieih may hove been incorporoted Into these plans os o result. • W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 2 SHT. NO.DESCRIPTION THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. CITY OF NEWPORT BEACH GENERAL NOTES SHEET INDEX 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACT'S SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011. 3. THE CITY OF NEWPORT BEACH FIRE DEPARlMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN OF CONSTRUCTION ACTIVITIES AT 811. 5. 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. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOv.tl ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. IT 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 24. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 25. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 26. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 27. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 28. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. OJ 0 0 [±] 0 0 0 [!] ~ TITLE SHEET CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX. PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP AND VICINITY MAP STANDARD SYMBOLS, ABBREVIATIONS, CONSTRUCTION NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY, DISCLAIMER, BASIS OF BEARINGS AND BENCHMARK CARNATION AVE -18" /24" WTM PLAN AND PROFILE -STA. 10+00.00 TO STA. 19+00.00 CARNATION AVE -24" WTM PLAN AND PROFILE -STA. 19+00.00 TO STA. 28+00.00 CARNATION AVE/MACARTHUR BLVD -24" /30" WTM PLAN AND PROFILE -STA. 28+00.00 TO STA. 37+00.00 MACARTHUR BLVD -30" WTM PLAN AND PROFILE -STA. 37+00.00 TO STA. 46+00.00 MACARTHUR BLVD -30" WTM PLAN AND PROFILE -STA. 46+00.00 TO STA. 55+00.00 MACARTHUR BLVD/SAN MIGUEL DR -30" WTM PLAN AND PROFILE -STA. 55+00.00 TO STA. 64+00.00 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTIVITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 29. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. ~ [ill @] SAN MIGUEL DR -30" WTM PLAN AND PROFILE -STA. 64+00.00 TO STA. 72+00.00 SAN MIGUEL DR -30" WTM PLAN AND PROFILE -STA. 72+00.00 TO STA. 78+00.00 SAN MIGUEL DR/PACIFIC VIEW DR -30" WTM PLAN AND PROFILE -STA. 78+00.00 TO STA. 82+00± 6. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FJELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO SUBMITTAL OF PIPE LAYING DIAGRAMS. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 10. CONSTRUCTION WORK HOURS SHALL BE 7: 00 AM TO 4: 30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS AND/OR PROJECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 13. TRAFFIC CONTROL WITHIN THE PUBLIC STREET RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THESE CONTRACT DRAWING TRAFFIC CONTROL PLANS. THE CONTRACTOR SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFFIC CONTROL AND PAVEMENT MARKINGs. 14. BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED AT CONTRACTOR'S EXPENSE BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. 15. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS PRIOR TO FINAL SUBMITTAL OF PIPE LAYING DIAGRAMS FOR STEEL PIPE. 16. STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE OF THE PIPE. STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. DISTANCES SHOWN IN PROFILES AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 17. WATER MAINS SHALL HAVE A 48" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED ON THE PLANS. 18. ALL WATER PIPE SHALL BE INSTALLED PER TRENCH SECTION SHOWN IN CITY OF 1)..1 NEWPORT BEACH STANDARD DRAWING STD-106-L L.n 19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTs, BOLTS AND WASHERS. NON-INSULATING GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED, BUNA-N RUBBER. INSULATING GASKETS MATERIALS SHALL BE PER DETAIL 1, SHEET 26. ALL BARE (NON-COATED) METALLIC SURFACES SHALL BE WRAPPED WITH WAX TAPE PER SPECIFICATIONS SECTION 209-3.5.5 AND CORROSION PROTECTION SPECIFICATION SECTION 13110.3.8. BOND ALL BURIED NON-INSULATING MECHANICAL PIPE CONNECTIONS (I.E. COUPLINGS, FLANGES, VALVES, ECT.) PER DETAIL 2 SHEET 26. 20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHALL BE WRAPPED WITH WAX TAPE PER SPECIFICATION SECTION 13110.3.8. 21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASlM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH APPROPRIATE SPECIFICATIONS. RECORD DRAWING 30. TRAFFIC CONTROL SHALL CONFORM TO THE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED IN THESE PLANS. 31. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 32. ALL TRAFFIC SIGNAL CONDUIT AND LOOPS HAVE NOT BEEN SHOWN ON THESE PLANS. CONTRACTOR TO DETERMINE LOCATION OF ALL IMPACTED FACILITIES AND REPLACE ALL TRAFFIC SIGNAL CONDUITS AND LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION. 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC, STRIPING, MARKER AND MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS, STREET LIGHT CONDUITS, STRUCTURES, TREES, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, CITY OF NEWPORT BEACH, THE ENGINEER, UTILITY COMPANY OR PROPERTY OWNER. 34. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. 35. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCIK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 36. AT THE END OF EACH WORK DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICE$, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 37. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO ALL LANES OF TRAFFIC CAN OPEN UP. STEEL PLATE SHALL BE TACKED DOWN AND SPIKED AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULA TORY AGENCY. 38. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS. THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM. 39. CONTRACTOR SHALL ADJUST CITY UTILITIES (I.E. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. 40. DIRECTION OF SEWER FLOW SHALL BE MAINTAINED IN PIPE UNLESS OTHERWISE NOTED. 41. ALL SEWER LINES CONSTRUCTED TO PUBLIC STANDARDS SHALL BE EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) WITH COMPRESSION JOINTS UNLESS SPECIFIED OTHERWISE IN THESE PLANS. 42. THE CONTRACTOR SHALL CHECIK THE FLOW LINE ELEVATION OF EXISTING JUNCTURE AGAINST CONTROL PROVIDED PRIOR TO CONSTRUCTION. IF THE EXISTING SEWER FLOW LINE VARIES FROM THE PLAN ELEVATIONS BY MORE THAN ±0.10'. NOTIFY THE CITY IMMEDIATELY TO ADJUST THE GRADES BETWEEN THE JUNCTURE AND THE NEXT UPSTREAM MANHOLE. 43. THE CONTRACTOR SHALL SUBMIT A SHORING AS REQUIRED PER SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION AND PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 44. THE GEOTECHNICAL REPORT FOR THE PROJECT WAS COMPLETED BY HUSHMAND ASSOCIATES INC. AND IS PROVIDED IN THE APPENDIX OF THE CONTRACT DOCUMENTS. @I ~ ~ ~ @] ~ ~ ~ @] ~ § ~ ~ ~ ~ ~ ~ ~ @!] ~ ~ ~ ~ ~ ~ ~ EAST COAST HWY -24" WTM PLAN AND PROFILE -STA. 99+97.12 TO STA. 106+63± DAHLIA/5TH AVE. -16" WTM PLAN AND PROFILE -STA. 120+00.00 TO STA. 124+82± DAHLIA AVE -8" SEWER PIPELINE PLAN AND PROFILE -STA. 400+00.00 TO 400+69.99 REGULATOR VALVE VAULT PLAN AND SECTION DEMOLITION, CONSTRUCTION, CONNECTION AND SEWER MANHOLE RE-CHANNELING DETAILS CONSTRUCTION DETAILS CONNECTION DETAILS CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS SAN MIGUEL PARK VALVE RELOCATION CORROSION PROTECTION SITE PLAN CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS TRAFFIC HANDLING PLANS -TITLE SHEET, GENERAL NOTES AND INDEX MAP TRAFFIC HANDLING PLANS -STAGES 1, 2, 3 AND 4 TRAFFIC HANDLING PLANS -STAGES 5 AND 6 TRAFFIC HANDLING PLANS -STAGES 7 AND 8 TRAFFIC HANDLING PLANS -STAGES 9, 10 AND 11 TRAFFIC HANDLING PLANS -STAGE 12 TRAFFIC HANDLING PLANS -STAGES 13 TRAFFIC HANDLING PLANS -STAGES 13 TRAFFIC HANDLING PLANS -STAGE 14 TRAFFIC HANDLING PLANS -STAGE 15 TRAFFIC HANDLING PLANS -STAGES 16 TRAFFIC HANDLING PLANS -DETOUR PLANS PUBLIC AGENCIES AND UTILmES CITY OF NEWPORT BEACH (UTILITIES) (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) AT&T DISTRIBUTION (714) 666-5503 AT&T TRANSMISSION (TCG) (213) 787-0212 COX COMMUNICATIONS (949) 546-2810 ELLER MEDIA COMPANY (310) 755-7225 0 -INDICATES SHEET NUMBER SHEET INDEX MAP CITY OF COSTA MESA JOHN WAYNE .> AIRPORT ~ C'-,~ ro&e o' 01' CITY OF IRVINE # 1 ~ NOT TO SCALE E a. <O N en ~ LAGUNA BEACH COUNTY WATER DISTRICT (949) 494-1041 OctAN ~ sj- METROPOLITAN WATER DISTRICT (213) 217-6679 ci (RICK BICKER OR TIM HATCH) (714) 577-5084 I N 0 NEXTG NETWORKS, INC. (408) 954-1580 ~ :r: ORANGE COUNTY SANITATION (714) 593-7333 ~ Cl) en SOUTHERN CALIFORNIA EDISON (626) 302-1212 -~ SOUTHERN CALIFORNIA GAS (714) 634-3217 PROJECT LOCATION ~ 'O TIME WARNER CABLE (888) 892-2253 VICINITY MAP ~ VERIZON (714) 375-6700 3,-Vl UNDERGROUND SERVICE ALERT 811 ~ r-------T-------------,r-r---r-----------------,--T=='."'.""':'.":"'."'."."'.'.":::".':-::""_"'T ____________ ""'T __________________________ _Jt APPROVAL RECOMMENDED: REVIEWED: Vl w _ES§/ \\ PSOMASr-r--+-----~~ 3 Hutton Centre Drive Suite 200 Santa Ana, CA £ 10/09/14 RECORD DRAWINGS 7~J ·~- MICHAEL J. SINACORI, RCE 46214 ASSISTANT CllY ENGINEER ~ ; 0 PATRICK ARCINIEGA, RCE 70740 CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, ~ l-;;;:=SE:;N~IO,.,_R_,,C,_,IVl~L;;';E;';NG:::IN:7E=ER!.!.--+--P_U_B_LI_C_A_G_E_N_c1_ES_A_N_D_U_TI_LI_TI_E_S..:.., _s_H_EE_T_IN_D_EX ___ M..:..A..:..P_A ___ N.,:D ___ Vl:..:C..:..IN..:..ITY ______ M..:..A ___ P_---1§ DESIGNED: DRAYIN: ~ w z .. _______________________________________________ .J.. _______ ....J. ______________ _L:,::NO::,·...L___:D::A:,::lE~...1:D:::::E:::SCR:::.:::.IP_::11:,::0:.:_N_::OF:._:R~EVl::,:S:IO::;:N.::,S __________ J..'.A:'.:P:P:RO::VE:'.D:.J..:D:..:AlE:.:.:::-:-=-=-=-=-=-========-L'C::_H::EC::_K::ED=:....:!!afil.D=A~lE=:11.l~ill_-------------------_lf-~-~-E~~---_-_-~-O~F:::J:: JLB 11 30 12 ~ (714) 751-7373 Fax (714) 545-8883 REVISE NOTE 18 NG CADD W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 3 STANDARD SYMBOLS, ABBREVIATIONS, CONSTRUCTION NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY, DISCLAIMER, BASIS OF BEARINGS, AND BENCHMARK THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 4 CARNATION AVENUE - 18"/24" WTM PLAN AND PROFILE STA. 10+00.00 TO STA. 19+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. 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SCALE: ~ > ~. /1 STA. 10+30.00 GB 1---------vill~-~:&-cn l.<!_e------l------------1-------------1------------l------------+------------+------------+-----------+---l ,-INV. 29.83 10+00 SCALE: 1"=40' 'i I ~ \ : ~, . 11+00 BEGIN CONSTRUCTION STA. 10+00.00 CONNECT TO EXISTING 18" WATERMAIN PER DETAIL@ BAYSIDE DRIVE 12+00 EJEGJ01VJA P,JlRJ< A -''--./ 18" DOMESTIC WATER MAIN 3 RECORD DRAWING 13+00 14+00 15+00 24" DOMESTIC WATER MAIN r 1STAVENUE CARNATION AVENUE 16+00 2 l STA. 15+13.76 4 21 "00'37" RT 17+00 r 18+00 1 2NDAVENUE STA. 18+65.32 9 CONNECT TO EXISTING 12" WATERMAIN SEE DETAIL@ 9 STA. 18+87.00 -o/' I 19+00 HORIZ: 1"-40' VERT: 1"=8' CONS I RIJCTION NO I ES ® INSTAU. 24" CML&:TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTAU. PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. @ INSTAU. 18" CML&:TW STEEL PIPE (5/16" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTAU. PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. @ PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. ® INSTAU. AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ @) INSTAU. 18" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG . 5-TD-510-L AND STD-511-L & ~-~:TA~ 2~--D~A~~lE~ AC~ESS VMAN~Y --...... - 1. 2. 3. 4. 5. 6. -- NO I ES 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHAU. BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CUENl" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WI-IERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -!';, 0 (.) "O E "-co N - -[l_ ~ :r: ~ Cl) c,, C "ji: 0 ~ 0 "O ~ 0 (.) "' ~ (/) "' (/) ------------------------------------------------..... ----------------...... --------------------------it APPROVAL RECOMMENDED: REVIEWED: (/) w 3 Hutton Centre Drive 1---t------+-------------------+-------IMIO-IAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 3/31/1 _;"> ! Do o CURVE DATA E,p·-"'-""'-'-"-;~ .• Suite 200 ill 10/09/14 RECORD DRAWINGS ASSISTANT SENIOR CIVIL ENGINEER ~ NO. DESCRIPTION DELTA RADIUS LENGTH TANGENT ~~~cf~~i\{~'~/ [~1n:) ¢;t:._7~~3 Fax (714) 545-8883 ,-.=/1\1 =-+--4~/11-6~i/-113-+---SL_O_P_E_C_O_RR_E_C_TI_ON_S_T_A_1_0+_3_0 _______ +------.1 CllY ENGINEER DESIGNED: NG DRAYIN: CADD ~ .__ _________________________ ,_(..,A..,,)_,_2_4_"_P_IP_EL_IN_E_,__33_"0_o_·o_o_·_,__3_1_2._oo_·__._1_1_9._7o_·__._9_2_.4_2_'__,,.._ ___ -_-_--___ .._ _____________ .,__N_o._,_ __ DA_1E _ _,_D_E_SCR_IP_11o_N_OF_R_E_VI_SIO_N_s _________ ...... _AP_P_Ro_VE_D...._0_A1E_:::::::::::::_-_-_-_-_-_-_-...... c_H_Ec_K_ED_:....;;:JLB::...D_A_1E..::1.:.,1l""3"'0/""12:;.i... __________________ ;,_SH==EET=====O=F===-=: W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 5 CARNATION AVENUE - 24" WTM PLAN AND PROFILE STA. 19+00.00 TO STA. 28+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1--------+------+--------+---------+-----------\-ILCLALL ,IOINJS_~------+---------+---------+------+----------1 ' . -120 100 -80 a 0 -g ""'" ...., + • O> ..... ;2: • ,c( [_ I I--(I) L,J ~L,J 2 ~=I- en* F ~ ::E 9 -9 !:: a, Iii -< ::,: C/1 = 19+00 ""1 V / SCALE: 1"=40' T ~ & -P· I ,_. '-. '-, ,/ I I S-0.0006 "-L / - ID C, 0 q 0 ,., -6 ~. .,. .. -. Iii ::,: :!!:: 20+00 21+00 RECORD DRAWING 120 - 0 0 . Q ~ ::i. co r.t.VJ \FA,? ~ 00 • ~A1STING-sURrACE---o·-•• -•· \ ...... u ~li:N:rERbJNi;_()~ IP-E ... , ----;2: \ ------ 7~ --r ---- • -< \ I / ----I-LI - s-0.04-1 ' \ , v J l.&J j Iv -,- L,J~ 100 __....-: ' '2" MIN-S•0.00 ~ -L (.._§•~ yo.'rfo'5 • ◄ ...., . " -~ I Q.o_n190 " ID :::r: en ... I ) ' ~ ~ Q.sQ __ QJ_24 ID ~ --: <( C, 0 ) !'l! ....... a, 0 ...::; Q I Q ~ IL~ + -ID g ~ • -1 ~ .. ~ ....,._, N "oi C, al~-8 ~-g-i; a, ,., Q + N ' +;J: + 0 ~ ~ ::,: ,q _.., U?.Z':-..i"" .m 1r,m8! ~ U). d -a, > -< a, ,c. ::,: ::,: ,., ~ ~ ::,: ' I;;< ::I! ~ ::,: g ---80 -,;!; z (;;)I I;,, z N:!!:::!!:: -a, \. / . t:: > /3\ c. z 0 I~ c1i· 6 N -'.'(. ::,: C/1 •= SCALE: HORIZ: 1•-40• VERT: 1"=8' 22+00 23+00 24+00 25+00 26+00 27+00 28+00 24" DOMESTIC WATER MAIN 2 3RDAVENUE 4THAVENUE ! l I STA. 26+44.00 9 .Lri. STA. 26+07.38 9 >-c~O~N~N=Ec~T~-r=o~Ex~1s=TI=N~G~8 • .----, CONS I RIJCTION NO I ES ® INSTALL 24" CML&:TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. ® IN_STALL >JR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ £ ~ l~STA~L ~4• ~IA~E~ A~CE~S ~ANW~ --- NO I ES TO CONTRACTOR 1. CONlRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSlRUCTION OF MAINS. 2. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINT>JNED AT CROSSINGS. 3. WATER LINES ro BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. 4. CONlRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL lRAFFIC LOOPS, SlRIPING, REFLEClORS, ETC. SHALL BE REPLACED IN KIND. 6. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES ro "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -ill, 0 u " E "-" N ~ en ~ " ..= sj- " 0 I N []_ ~ :r: ~ CARNATION AVENUE WATERMAIN SEE DETAIL@ Cl) en C "ji: 0 ~ 0 " ~ 0 u <I) ~ (/) "' (/) ------------------------------------------------...... ---------------------------------------------it APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---t------+-------------------+-----lMIOiAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 & 10/09/14 RECORD DRAWINGS ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA >-= A=-+-~~--+-------------------+----1 CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 /1\ 4/16/13 STA 26+07.38 CORRECTION NG CADD (/) w ~ ; 0 0 v 0 <D 0 ~ w z NO. DA TE DESCRIPTION OF REVISIONS APPROVED DATE: ______ _ 1--------1~ CHECKED: DA TE: , , , ,. SHEET OF ~ JLB 11,30,12 -----------------------------------------------------------------------------------------------------------------------------------------------::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 6 CARNATION AVENUE/MACARTHUR BOULEVARD - 24"/30" WTM PLAN AND PROFILE STA. 28+00.00 TO STA. 37+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1-----------+1----------+-1 ---------+--r--CONSlRUCT 49± LF OFhl_~CMb&:+W-S:rEEb-~l~E---------111-------------11-------------11-----------+I-----------+----------+-l -----1 {3/8" MIN. PLAlE 11-IICKNESS) {WELD ALL JOINTS) 1 l------_,__C_O_NS_TR_UC_T_1_8_5±_L_._F _0_F _2~4.~' -CM_L_&-TW-----l--+-'----'-------1 c -or~JsTRo-c r s -5O-c r -or-3 -o"-cMt&-rw-sTEEC-PIPE-(~1 8"-Mn -. P[~TE-TRfCKNESS) STEEL PIPE 1------+---------+---------+---~f-WELD-ALL-J_QII\JI S)_J----+--------+--------+------1 1--------t-_(3/8" MIN. PLATE THICKNESS) ' ' WELD ALL JOINTS) . -0 -,-. 0 . . d 110 .,, It) ;Ji 6 + ,_ ('I .,, ~ ~ -140 ~ -~ ~ ~ i5 Ill Ill al Ill IL -----------------------------------------------------------------140 0 0 • r---t--------t------t--------t---------1r-------+---:::::==::::::::::=---=9i8e------------1 • Q -, IO :::i:. CENT!cRLINE OF PIPE \ . . . :::i:_ r-,.. EXISTING SURFACE OVER-. . Q -, • 00 o -N :z • < [.It- W"' 120 ~w . \ -r-,.. • I-\ • • I"") 0 EXISTING SURFACE OVER-~ z .4-_____ C_E_N_lER_LI_N_E_OF-+-P_I_PE __ ___,\1------'(AV''I/J -ZFH) ~ \ / 1 5 .. 0.0288 ,< Z- \ o § 0.-J. JB•= • t-f.1 1-------------111------\-----+-----hl I-+---,,H -,, 1.~ 111\ ~-vi LLJ ~ -----I I= 12· MIN~ ...... r '\ ~ Z -• ~ ~;J-' LLJ :::C12Q . . z 1713 en :::c ~- !-1-----------+----==::::::J---::::::::-:__:=::i::~:r.:r-r-==-:::i, ~ I , jl_21:ss ¥0-~------------------------------1--z~(/)- I------_.,.,,,, ____ .-+-----~ ~ ~-~---'<I _: ;J /~ 12" MIN-< : 5 .. 0.0166 ~ ~ ~-- _..,,,::..._ ____ ~--·•-IL--.6.-<-_e 1 _ + ~ ~-q,,;,/O "'=0.0.098 0o_. -(-)- £!£"II 11..:'t"' ill JQ.:111 ,; _ -' ~i,-✓-,;.,-::;'--t--... ,-----+--------+--+----------+---------· ---~-119------+----------+----------+-•-=-=----I <( ~ lri />--24" MIN ,a• MIN--<:,. 7 I L .6. / • · ~ <( nti -✓,-ill-z 1------,,,-1---------1-----11------------11----------;~----~,"".,1"c-,<-------+-----------+-----------l-~---i ' -~-1/.T-' 1 0 9 1-----+,l---11---=,,.,..------ai l---+----------+----------c51CaJ1----<,1-:->.-----+----------+----------+-----I ,___ ~ ;~ 21 "SS C + CO S-0.0048 zt; -r-,< l---~;;;35;,;;•e;iAsiol1N~.-;._-----:o-1-----11------------11----------•..t-...:---~ -~.------+-----------+----------+-----1 1---------+.s::--+---"---,-----+-·------,,,,_/_-7"'~,,,_,,.,,_~"-, ~~ ~ . o ,_,____,•1------------11-----------.,,~1-;----------+----------+----------+-----1 ~ --: '"', ~ ◄ ::,:i~ ,~ ~~ 100 ----------1---------------------100 C? SI! !Ii! Ill SI! I OSI! 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I &l SlEEL CASING®-------+-----! 28+00 SCALE: 1 "=40' 29+00 WAlER LAlERAL "A" SEE DETAIL ffi @ ---- --- 24" DOMESTIC WATER 2 MAIN FOR CONTINUATION OF PIPELINE, SEE SHEET 13 RECEIVING PIT 30+00 STA. 29+94.00 9 31+00 32+00 33+00 34+00 35+00 30" DOMESTIC WATER MAIN ~------------------11 ~ • "E I 35+00 N23~5 28 MACARTHUR BOULEVARD 36+00 /~ 36+00 \ \ - NJ0-05'14 "E 0 JJ>,<---. -- STA. 36+93.25 406'51·34-LT N2313'39"E 37· r, - 0 0 • 0 0 r-,.. + r-,.. . I"") 0 z • ~t- en l!1 LLI :::C zen ::Jw w :::c en ~ <( ~ SCALE: HORIZ: 1•-40• VERT: 1"=8' 37+00 CONS I RlJCTION NO I ES G) INSTALL 30" CML&:TW SlEEL PIPE (3/8" MINIMUM PLAlE 11-IICKNESS) AND FITTINGS. INSTALL PER aTY OF NEWPORT BEACH DWG NO. SlD-106-L SEE NOlE 18 ON SHEET 2. ® INSTALL 24" CML&:TW SlEEL PIPE (3/8" MINIMUM PLAlE 11-IICKNESS) AND FITTINGS. INSTALL PER aTY OF NEWPORT BEACH DWG NO. SlD-106-L SEE NOlE 18 ON SHEET 2. ® INSTALL 30" FLG BUTlERFLY VALVE {CL 150) PER aTY OF NEWPORT BEACH DWG NO, SlD-510-L AND SlD-511-L (D INSTALL 24" FLG BUTlERFLY VALVE {CL 150) PER aTY OF NEWPORT BEACH DWG NO. SlD-510-L AND SlD-511-L ® PRIOR TO SlEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTI-IOLE EXISTING UTILITY TO VERIFY DESIGN APPROACH. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. JACK AND BORE 24" SlEEL PIPE Will-I 36" CASING (1/2" MIN PLAlE 11-IICKNESS) PER DETAILffi @ @ FILL EXISTING PIPE Will-I 1-SACK SLURRY, PLUG WHERE INDICAlED Will-I 6" 11-IICK MINIMUM CONCRElE AND ABANDON IN PLACE. @ REMOVE MEDIAN, REPLACE Will-I AC PAVEMENT AND PAINlED MEDIAN PER CITY OF Nl;_WPORT !IEAQH DWG NO. SlD-105-L id@ l;STA~ ~4• ~IA~E~ A~CES; M;WAY ________ ,,,,. ______ ,,..__ ..,,...._..,,....___,, ______ .'--_,.. . ..__...,.'-"-....,-...__,; -- 1. 2. 3. 4. 5. 6. RECORD DRAWING NO I ES TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTI-1, 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. WAlER LINES TO BE INSTALLED Will-I A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE 11-IE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTI-IOLE NUMBER PROVIDED IN PROFILE CORRELAlES TO "CLIENT" POTI-IOLE NUMBER OF POTI-IOLE REPORT LOCATED IN 11-IE APPENDIX OF SPEaFICATIONS. {*) NEXT TO POTI-IOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -ill, 0 u " E "-" N ~ en ~ " ,.: ... " 0 I t'l []_ ~ :r: ~ Cl) en C "ji: 0 ~ 0 " ~ 0 u <I) ~ (/) "' (/) ----------,...-------------------------------------...---...... ---------------------------------------------it (/) w APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive l---t-----1------------------+-----lMIO-IAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 3/31/1 !"' ! & o ®NO, DESCRIPTION DELTA RADIUS LENGlH TANGENT .,,~:·c-"'_,"'v,"'\,_."-:~-~~/ ~~~fa 2fia, CA >-= A3~+-1_0-'-/_09-'-/_1_4-+-_RE_C_O_R_D_D_R_AWI_N_GS ___________ +-----.1 Cl~~1~~;ER DESl::R CIVl\~~:~ER ~ B NOT USED ----.,~ a, M,\~~ (714) 751-7373 Fox (714) 545-8883 1-._/22...._\+--"-9,__/10"--4"-,/-'-·13c...._+--IN"-VE=R.c..cT-'A"""N"'D---"-'SL=O-'-P=E-'a-l"-"-'AN"-G=E=S-'P-'E"'R_3=0'-"-'-P-'-H'-l"'N'--FOc....__+-----l NG CADD !,;! .__ _________________________ ,_<..,c .. :)...._3_o_"_P_IP_EL_IN_E_.__19_·_50_·1_1_"_.__4_7_8_.3_1'___._1_6_5._6o_·___._8_3_.6_4_· ........... ___ ·_-_--___ .._ _____________ .,__N_o._,_ __ oA_1E_....,_o_E_SCR_IP_11o_N_OF_R_E_Vl_sIo_N_s _________ ......__AP_P_Ro_VE_D..._0_A1E_:::::::::::::_-_-_-_-_-_-_-...... c_H_Ec_K_ED_:....;;:JLB::...D_A_1E..::1.:.,1l""3"'0/""12:;.i... __________________ ;,_SH==EET=====O=F===-=: CURVE DATA W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 7 MACARTHUR BOULEVARD - 30" WTM PLAN AND PROFILE STA. 37+00.00 TO STA. 46+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1---------+--------+---------t----------11-------~-WELD_ALLJ_QIJilSL~------+--------+---------+--------+---------1 ,. -160 140 12.0 ,,.,,---.__ J )_ -~ -- -EXISTING SURFACE OVER""\ --+----------+----------+----------+-----------1-----------f_~~N.'TERtlNE-Ori'IP~E--7\.-------------t------------t-------::::::=-9°----t-ii-' -) ,S=0.1360-- 0 --) -1 160 0 --0 . \ -I, 24•so 0 . Q -•· \ > Q co ::i. ...... "-JI' J -• < LI t-- l.&J V # I I 18"5D !: • - ,--./""' -r ~ - ( "' -p- .J ~ li]a_ J I ,- -I ~ --- ::=G.001'7 ::i. 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Iii (:ti C/J z :::r: (/) c:i - CIC ~ '-, ) ~ ~ ~ -<( :3-""::i: <. ,_. in ii!: '> 1--' ~ c,D t-----t-------t--',-------it.~ .. t------,g l-----------!.11---------:=i!l<l~-<'-------+-------fllll,!_,----+------------''------l------------+-------------1----------+----------l ·- i 0 z ~ < ~ ::I! c:i --1 + -C/J (:ti 120 O '\ 0 "'5 ~I~ • ~ HL;;.-----+--------"-.---lh~t----"-''l--------eet-------~----+----------+-----------+----------l------------+------------1---------1 "' -,. "'T j :< C/J -~ ,.,~,.,----+---------~---1~~~,--~1--------+------r---"--------+----------+-----------+-----------11-----------+----------~~----------1 r/ c, <.::,;~----+----------\---+~l--cn-'------:--x;,;:l::;;;::7"="'""---------t------------t----------t-------------t------------jl----------1sl~:-----------1 cnii!: cn _rJ ON CONS I RuCTION NO I ES .... ... ... ... - 38+00 39+00 RECORD DRAWING /3\ 40+00 41+00 . /~ r- I 'l-< - • ',, 1C:::TA --• -_; "I.a: ~ \ , "' ·•·••-~0·40· RT \~ ~~ODE TE~ ~TA!'ON riuu"43'39"E 42+00 ---....,-----__ _...., r 43+00 44+00 1 MACARTHUR BOULEVARD 45+00 STA. 45+88.38 0 4 02•34·33-RT\ r-' i J - r ~ . ~Ill ~ . :< > Cll,= SCALE: 46+00 0 0 • 0 HORIZ: VERT: ~(X) co • vO z • ~t--(/) l!j l.&J:::r: zU> ....J l.&J l.&J :::r: (/) ~ <( --::i: 1•-40• 1"=8' G) ® © INSTALL 30" CML&:TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTAU. PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L (9) ~@ l"!_STA_LL ~IR_/'!,AC v AS:EM~L Y ~ND(~ FIRE HYDRANT PER DETAIL@ _ IN.STA:L ~4• ~IAME~ A~CE~S ~ANWAY) -- - 1. 2. 3. 4. 5. 6. NO I ES TO CONTRACTOR CONTRACTOR SHAU. 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 SHAU. BE MAINTAINED AT CROSSINGS. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE . CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. AU. TRAFFIC LOOPS. STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WI-IERE FIELD MARKED DURING INVESTIGATION. E Q_ 0 ,..., ~ o> 3: ""C .f -.j-r-- 0 ..l-o. ~ :r: ~ "' o> I: ·;;; C, L 0 1" 0 u ., ~ (/) "' (/) -------------------------------------------------------------------------------------------------t APPROVAL RECOMMENDED: REVIEWED: (/) w ~ PSOMASr--r---+------~~~7-~~&_-~J_ .. _--~ 3 Hutton Centre Drive t----t-----+------------------+------t MICHAEL J. SINACORI, RCE 46214 PATRICK ARaNIEGA, RCE 70740 c'; Suite 200 ASSISTANT SENIOR CIVIL ENGINEER '° t----="-'='-'--='-"F-=-==.a..-+--------------------..---------10 Santa Ana, CA Do CITY ENGINEER DESIGNED: DRAWN: :S: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD !z! 1------------1~ DESCRIPTION OF REVISIONS APPROVED DAlE: _______ CHECKED: DAlE: , , , ,. SHEET OF ~ NO. DAlE JLB 11,30,12 _________________________________________________________ ....._ ________________________ .,_ __________________________________ .,__......, .............. ___________________ ....... _______ :::, W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 8 MACARTHUR BOULEVARD - 30" WTM PLAN AND PROFILE STA. 46+00.00 TO STA. 55+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1---------+--------+---------t----------11-------~-WELD_ALLJ_QIJilSL~------+--------+---------+--------+---------1 ,. j!!"I!! EXISTING SURFACE OVER:\ 55 CENTERLINE OF PIPE e~:------/-~ ,__ _____ 00~~---t-+---_-_-_-_-_-_-_-_-_-_-_-_-_-_-_:1-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_:-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----<:-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-__,--t-_-_-_-~---=ss ·~ a -~-· & ', 190 . ~~ ~-~? Q e.,tJ. L _J -/ ' 1-------:---E)--~----------+----------+----------+----------+--TITJ,----+-1 "' :::i:. f;l ~~ -1----------=l=--+------------+-----------+----------+-------------+--.a! ~.~ •<O 'i' II t 1------v---t---------,--------,---------,--------,-:=:::::::::i=:--, 1----~:z~.;--t----------t------------t-------------t-------::::::::_=--='t---t-,---+"·I---HJ t---------ia..-'< [.It- LLJ-cn- 170 ~w L -=-===== ;-:-; ::J -- en :::c , ----------- - ) 8 _tti ~ <Dr . . ~ <( -~--~ / l ,,. ':::i; -- Q dr---P. + . ........ -- -- s~0.0039 ---------T S=0.2675, I O,__ _____ _, \ / .... o.o~ss ~ --190 Jn•"· i) )JY/'t----+----------t-(Q3--::--------I 12" MIN--< 7-, ::i_ 0) I/ IO • LlJ :Z------1 ~-• 1-----1------------11-'<,1-aa.-------1 0 t-f. I g8 --"'W 170 ~ ~ -.,_:,-'-=-l--------+----------+----------+----------+-----+-~l-e:,1-<·--+-------------t--------------t--------------t------------+----------1 ;.t;.o-" '" -150 -150 -/2\ 1---------+--~-l--------ll-----------li------------l-----------+--------L-=-->----+------------+----------+-----------+-------------+----------I -C!I o d 46+00 47+00 48+00 49+00 SCALE: 1"=40' ( l~1 ~----- ' ~ , - N26"41'25"E ' RECORD DRAWING 50+00 51+00 52+00 30" DOMESTIC WATER MAIN 1 STA. 50+65.00 92 _& MACARTHUR BOULEVARD c, 53+00 54+00 55+00 SCALE: HORIZ: 1"-40' VERT: 1"=8' CONS I RIJCTION NO I ES G) INSTAU. 30" CML&:TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTAU. PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. ® INSTAU. 30" FLG BUTlERFLY VALl/c. (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L ® l~~~~IR~ACv AS:EMBLY ~ND(~ FIRE HYDRANT PER DETAIL@ ~ ~ IN-STAU. 24" ~IAME~ A~CE~S ~ANWAY) --- NO I ES TO CONTRACTOR 1. CONTRACTOR SHAU. VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHAU. BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. AU. TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 6. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -ill, 0 u " E a. 0 t') ~ en ~ " ,.: sj- " 0 I LO [L ~ :r: ~ Cl) en C "ji: 0 ~ 0 " ~ 0 u <I) ~ (/) "' (/) -------------------------------------------------------------------..... --------------------------it APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~·~J~ .. ~-- 3 Hutton Centre Drive 1---t-----+------------------+-----IMICHAEI. J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,. CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD (/) w ~ ; 0 0 sj- 0 <D 0 ~ w z NO. DAlE DESCRIPTION OF REVISIONS APPROVED DAlE: ______ _ 1--------1~ CHECKED: DA lE: , , , ,. SHEET OF ~ JLB 11,30,12 --------------------------------------------------------------------------------------------------------------------------------------------------::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 9 MACARTHUR BOULEVARD/SAN MIGUEL DRIVE - 30" WTM PLAN AND PROFILE STA. 55+00.00 TO STA. 64+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1--------+------+--------+------b~GNS+RIJG-+---i9GQ-bF-GF--JQ~ML&-l-W----S+E-EL PIP~-(--J/~IN.------P-LA-lE+---+HIGK-N~SS-)1----+--------+---------+--------1 'WELO~L JOIN-TS • 230 -------230 EXISTING SURFACE OVER-, o -+----------1------------+----------------1-----------+------------+~cENTERtlNE-oF-PIPE .0 &s ~ S=0.0287, 'A. REMOVED -\ ~--+------___.-=--------=:::::,~4------I y ' FIRE HYDRANT ) ----------\ ' -a ..... 1------------4';1 ....: 0 .;... =F ■UJ ~ Q-1()_ ;;l Z 11 I -I:.. ~-ill ~w .(/)<( __:::::::=----.,lo.458u l ~ I I t-___ 2_1_0 __ -=-="T"-t·:d·t-1-----------1--------------t----------~ ----f1£,. n , ~ •1/s_l_ t-------(/)__.7 __ +-----------+--------------lt-----~--l---:::::::;;;;;.--.-,,"F===~=:::::::===tr-' I~~n 1-------~··~•~::J,,,,_+-----------+----------L----==== --- W-_.;-------1 l----~~R73C3=-+---------I----~ ----- S 0.0031 "-= --------( 1'11'1! ' 0 0 q q ----I -' 190 -, ' s,,,0.0358 J =-3 1,1 "' I 5=-0.0220 \ L ' • ~ ~ J I Il l ..., > .. > rl j • & • ' ' ' > 9 --~ --- _:_ rs o.116~ 0 t""\ =F ..... • ID .. '!.. -· ..., '7 d 0 <(. -,j; co (/) w ~ 210 CD w i:!i -s1-----------ll--------~l<!o---+~.Y..,'-------l . d..,-----------t-----------t-~'-ti;t------; 5 0"' ~ I~ ~in -::J . . • +~·'-----------+----------+-cBm-------l o·o N- ~0> CON -W 0 u, 5 '-+ . ,., . 1o-~ > ::--1--------=1N ~1,.,.----------+-----------IHE--------I • (/) I= ,:!; ' ~ I "-= -.;: < ,.:,--+------------1----------~.C.--------I UI z -) CD .~ ·~ ::ii • ~ -~ 190 ' ID t---------+-------+-+-;--Cl•.t------------+------------t----------+-----------+----------1------------+----------------1-----------+---------1 I--------Go,1-------l->-~j __:_j l----------+----------t----------+-----------+----------t----------+----------l----------(o~l--------1 c:;• [ig------f~'°••I ~~g !D(------------1----------+-----------+----------l-----------+-----------l----------+-----------Oc:;•li CDn---------1 fm +< +'° +~ 1-------~ ~~•~IG-.----------1----------+-----------+----------+-----------+----------11-----------+---------~v~~e--------l -· -' _,. < ,..... -"' t--------~-c•=--------1''-.-c ~-' -:-c ~----------+------------+----------+-----------+--------------lt-----------+------------+---------~-c ~----------1 t: ~ I Jij~ )!;; ~ !:: ~ 1--------"''I""-------\cc-_, 55+00 SCALE: 1•-40• 0 0 • 0 ooo + • IO OIO z • I-j'.5 ~(/) :::r: w (/)z w ....J w (/) :::r: ~ <( ~ -• I I 56+00 STA. 55+95.00 9 57+00 58+00 30" DOMESTIC WATER MAIN I I I r l I I MACARTHUR BOULEVARD RECORD DRAWING 59+00 60+00 I SCALE: 1•-40• 1 61+00 62+00 1 30" DOMESTIC WATER MAIN STA. 61 +00. 00 92 . . ---. 63+00 A - SAN MIGUEL DRIVE 64+00 SCALE: HORIZ: 1"-40' VERT: 1"=8' CD CONS I RIJCTION NO I ES INSTALL 30" CML&:lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. @ INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L ® l~S.IA;1-A1Rf-!AC AS~EM~L Y ~~D!OR FIRE HYDRANT PER DETAIL@ ~~IN.STA~ ~4• ~IA~E~ A~CE~S ~AN~AY 1 . 2. 3. 4. 5. 6. -- NO I ES 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -ill, 0 u " E a. 0 t') ~ en ~ " ..= sj- " 0 I <D [L ~ :r: ~ Cl) en C 'ji: 0 ~ 0 " ~ 0 u <I) ~ (/) "' (/) -------------------------------------------------------------------------------------------------t (/) w APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive t---+----+------------------+----IMIOiAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 3/31/1 ;"> ! D. o CURVE DATA E,p·-"'-""'-'-"-.··~ .• Suite 200 ill 10/09/14 RECORD DRAWINGS ASSISTANT SENIOR CIVIL ENGINEER ~ NO. DESCRIPTION DELTA RADIUS LENGTH TANGENT ~~~cf:-i{~'~/ [~1n:) ¢;1':_7~~3 Fax (714) 545-8883 ::/1\:1::=4=,/=116:i/=11=3=:=COR===R=EC=T==ST=A=TI=O=N==F'O=R==F'H=l/=,A=V====================== CllY ENGINEER DESIGNED: NG DRAYIN: CADD ~ .._ _______________________ ,_.,,{D_1)....._3_o_"_P_I_PE_L_IN_E_.__22_,_4_'5_5_"_,__a1_1_.o_o_• ....... _3_11_._25_•__,,_1_6_0._s_5•_..._ ___ -_-_--___ ..,_ _____________ __,,_No_ ........ _D_A_rr _ _,_D_E_SCR_IP_11_0N_OF'_R_EV1_s_Io_N_s __________ ,_A_P_PR_o_VE_D_._D_A1E_: __________________________ -:_,_c_H_Ec_K_ED_:....:;JLB=:.L.D-A_1E_:.:.;11"'/:3:;.;:D"'"/1a:;2.._ ___________________ ::SH:E:ET:::::o:F:::■=: W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 10 SAN MIGUEL DRIVE - 30" WTM PLAN AND PROFILE STA. 64+00.00 TO STA. 72+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. t-------+--------+------b.;:,'QNS+RUGT 800 LF -9Fr-,3~GML&-+W----S:mEL PIP-E-(--JfB~l[i.J. P-LA~ THIGKN~-'.)-----+--------+--------+---------1 r -~2:::6:::o~---~~.=r _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-1-r _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1r_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1-_-_-_-_-_-_-_------7------_-_-_-_-_-_-_-_-_--tl_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-1-T_------=_:::::F;: :::::""_ ......... ~---------__,.,, .... o.oo=IAl=-1-------------+-----2-so------1 EXISTING SURFACE OVER\ ----1 1----------+-----------+-----------+-----------+---------b~IE:N:rE:RblN&---QI -PIP:C: \ -------i . ~- ....: 0 .• =F -. r\ .. ~ z L-<C " ~ ~(/) <~ 240 11 ·>- "T" .. , -->1 ,._, Cl)? Ill ,s-o.!1575 w::J ----:,1,: W--' I n ,;, -,· . '.) ~ /7 C II '1 5,.0.0307 ~ > r- S-0.1255, \ -s-'..I. 1 ----" \ ~ ... yj EA '.L.-\• ' ◄ ' ' ------r ' ) I \ ~""" --.../ - 13 \ \ _____-r 0 0-=i=..-___ . 00) z 0) ,., .-..,:-<( -,o L_ N --f-t= ~ > Cl) ~ ->-240 ll)Z-b:;l-:-~~--------1-----------1 7' Cl) J 1,1 _ 1,.LJ u .,-, j/ --.;: , ~ ~ 8 7=:: l-----~-b---::::::ii.ii'5iff-::::::J=---~q ~---------"t+l-i:_-=_-=_-=.-=.-=.=====i8f:~;0 11-~-------+--------+----------+-------+--------+---<1_E----------+---------1 ., II) 5 .. 0.028", > < 0 0 r--.,.:-----------+----------+-----------+----------1--------------1---;.,.._--------1-----------1 > < 1---------+-------+---+---+----------+-----;o -o _o___co_l•,.,-i--------------l----------+-----------+----------+------------+-------------11-----------1 ;, 0 ; ~....: . ~-1---+-----------,:f:i-)-' ,-~,,,-.... • --------+------------l-----------+------------+----------1------------+---------I +-< ' • 1/lz m c.,· 220 0 0 ·-:3: <>" 220 -o o >f'1~ t;z l---------+-----____q-'1-~ IB-+------------l-+,l~-l--------_:_:-!=-----------+------------11------------+------------l-----------+------------+----------I CC_. CON )';.c:2 ; 1---------+-----~~-...:-t O•---+------------<-!;;-'· ., 0 "'~ "'~ '-. / 0 1----------0c:;·,i;ao;;-____ --fi~ ~ ~;..112>:--" -t-----------t--/: li.----------+----------+------------+-------------11-----------+-----------Cc:;>·I, °'.;----------+----------I +'1 1/l_ Ill ;3-+ • ~II) ~r-- 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 SCALE: 1 "=40' 1 I I \ ( / \\ \ 6p+Qi \ -\ \ -I.--\ --" ~ , STA. 64+38.20 BC E I N72"58' 43"E SAN MIGUEL DRIVE \ SCALE: HORIZ: 1"-40' VERT: 1"=8' RECORD DRAWING CD CONS I RIJCTION NO I ES INSTAU. 30" CML&:TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) ANO FITTlNGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. SID-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY _J)ESIGN APPROACH. / w w ,.. V V V V V ,..-V-V ~ ~ IN.STA~ ~~ ~l~ETE~ A~E~ MAN~AY) - 1. 2. 3. 4. 5. 6. - NO I ES 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. WATER LINES TO BE INSTALl.ED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. All. TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHAU. BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -!';, 0 (.) -0 en ~ -0 ,.: ... " 0 I r-- 0. ~ :r: ~ Cl) en C 'ji: 0 ~ 0 -0 ~ 0 (.) <I) ~ (/) "' (/) -------------------------------------------------------------------------------------------------t (/) w APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive 1---+----+------------------+----IMIOiAEI. J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 3/31/1 !"'! o E,p,-"'-""'-'-"'-i~ _-Suite 200 ASSISTANT SENIOR CIVIL ENGINEER ~ LENGTH TANGENT ">¾&,C/Vl\:-:;it":-/ [~1n:) ¢;1':_7~~3 Fax (714) 545-8883 ,& 10/09/14 RECORD DRAWINGS CllY ENGINEER DESIGNED: NG DRAYIN: CADD ~ • Cl' M,\~/. i-==-+--'--'---+------------------+----1 >----------1~ ,.._ _______________________ ,_.,,{E_:) ..... 3_0_"_P_I_PE_L_IN_E_.__12_·5_9_•3_8_"_,__1_2_83_._oo_· ....... _2_9_0,_9_7__,, __ 14_6_.1_1_..._ ___ -_-_--___ ..,_ _____________ __,,_No_ ........ _D_A_rr _ _,_D_E_SCR_IP_11_0N_OF_R_EV1_s_Io_N_s __________ ,_A_P_PR_o_VE_D_._D_A1E_: __________________________ --:_,_c_H_Ec_K_ED_:....:;JLB=:.,.D_A_rr_,.:.;11"'/:3:;,;:D"'"/1a:;2.._ ___________________ .._SH_E_ET ___ o_F _ __,::;c CURVE DATA NO. DESCRIPTION DELTA RADIUS W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 11 SAN MIGUEL DRIVE - 30" WTM PLAN AND PROFILE STA. 72+00.00 TO STA. 78+00.00 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1-------+----------t:,~QNS+RUCT 600 LF --Q~O" GMl::&+W------~EL PIP-E-{--J/~IN.------PLATE -+l-·HGK-NBSS-)1------+--------+--------+---------j----------1 1----------+-...-------------+--------B(IS-TING-SURFAeE-eVER-.....--------+----------+----------+----------+-----------t------------t------------t-----------i ~~ ~,.KLIN~~PIP~ \ 270 250 -230 ~ ....: ,.... 0 ..... =F . IMI ..... --.-~ "' ;:; (67) . <( ' ' W(/) w • >--~ •ss I l!H 25 S•-0.0075 §•II< ' ' 270 Q ....: 0 ,.,.. =F ..... ~ -· '7 (68) <(. • i..a.J (/)w 250 ti;~ ~ 0 ~f-~----------!~t---+--------~9 1-------------11-------------11-------------t-------------t-t:J::l---=IE---------+-----------+----------;-----------1 ~m om . . 71/l r-l!),_-+---------~~~•---------+----------+----------+----------+-•~"'-L-------+-----------+-----------1--------------i .. ::J W- c:i ~ "'" ,-t-==----t---------1i--1-!el--+---------l'--l··~IO~--------+---------+---------+-----------t-=-~---------t------------t----------t-------------i .. , .. ::J ' ' -W (7) i :3 :-""'E~------------,0:·1 ::,ii-------+---------:<'1 ::,ii--------------+----------+----------+----------+--=E--~ z ~z 0 (7) ..... -~ 0 c· m ~ • r- .... ~ > z 72+00 73+00 I SCALE: 1 "=40' 74+00 J'1 I \ {8"W IACP)· 74+00 - 75+00 76+00 1 30" DOMESTIC WATER MAIN 75+00 I ' • -- STA. 73+95.00 g .I. \ \ \ 76+00 N70'32'33"E\ STA. 75+46.05 4 00"30'33" RT ~ -.; 0 . ~ it -. "'" . .... ~ > z 77+00 78+00 ------- ----- -----1 \ 0) ~ 78· I ' .t cl. <'e ,, I 7 d'SS __ ,;_____,,,,:,. 230 - SCALE: HORIZ: 1"-40' VERT: 1"=8' RECORD DRAWING G) ® @ @ @ @ @) 1. 2. 3. 4 . 5. 6. 7. CONS I RIJCTION NO I ES INSTAl..l.. 30" CML&lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEYtf>ORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTAl..l.. AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. 16" STEEL POTABLE WATER LINE RECONSTRUCTION SEE DETAIL@ 6" FIRE HYDRANT RECONSTRUCTION SEE DETAIL@ CONCRETE BLANKET PER SSPWC STD PLAN 224-1. NO I ES TO CONTRACTOR CONTRACTOR SHAl..l.. 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 SHAl..l.. BE MAINTAINED AT CROSSINGS. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALl.. TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -!';, 0 (.) 'O en ~ 'O ,.: ... " 0 I Cl() []_ ~ :r: ~ Cl) en C 'ji: 0 ~ SAN MIGUEL DRIVE CONTRACTOR TO COORDINATE WITH THE CITY OF NEWPORT BEACH TO ABANDON EXISTING AIR\VACUUM VALVE ASSEMBLY (L12-230) AND TO CLOSE 12" GATE VALVE (L12-232) LOCATED 250'± SOUTH OF SAN MIGUEL DR. AND SAN JOAQUIN HILLS ROAD INTERSECTION. 0 'O ~ 0 (.) "' ~ (/) "' (/) t ------------------------,,-----,,-------,-----------------,----...------------,,-----------r--------------------------t(/) APPROVAL RECOMMENDED: REVIEWED: w 3 Hutton Centre Drive 1----+-----+------------------+--------l MICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 0 E,p,-"3'-"/31"-'/1c,: ;_;; Suite 200 ASSISTANT l----"'SEa,.,N,,,I0,.,_R _,,C'-"IVl~L-=-EN,.,.,G:,clN""EEeeR'--+--------------------,----------1 ~ ~~~cf:-({~'~/ [~1n:) ¢;1':_7~~3 Fax (714) 545-8883 .& 10/09/14 RECORD DRAWINGS CllY ENGINEER DESIGNED: NG DRAYIN: CADD 1-------------ti L-----------------------------------------------L------_--___ .1... _____________ ..___N_o ...... __ DA_TE_ ..... D_E_SCR_1P_11o_N_OF_R_E_V1_s1o_N_s _________ .... _AP_P_Ro_VE_D..L..D-ATE_:~~~::::::::::::_-_-_-_-...... c_H_Ec_K_ED_:....;;:JLB::...D_A.....;TE:1.:.,1/""3"'0/""12:;.i... __________________ ...._SH_EET ___ o_F _ ___.::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 12 SAN MIGUEL DRIVE/PACIFIC VIEW DRIVE - 30" WTM 3/$1$1'352),/(67$7267$‘ THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. t-------+-----b"_,QNS+RlJCT 4QG~ LF-QF---JO" GML&+W-S+E-E:L PlP~------+------+--------+---------+---------+------+---------1 c~18" MIN. PL.4. IE TRfCffl~SSJ ,__ ____ ,__ _____ ----+-___ .,_WELD_ALLJOINTS_)l-----+---------+-------+----------+-------+---------+-------------,>----------1 ' . -270 -270 EXISTING SURFACE OVER, 1----------+-----------+----c•1'EflTERUfl~tPIP·t.-+--4 \--------+----------1-------------11-------------11--------------+------------+-----------+---------1 r ~MOVED-"' ft.VJ \ 'i'J Fli E HYDRANT ) \ ~. ...: -0 /3\ ~~~~RANl'f-~'t-------t~::J-------t-------------ll-------------1------------1-----------+---------I \._ -.. .,__/ ' ..... =F t""\~ r .. ~o.uoou ...._ , / ~ -t---------,.=~-~ ":l::c----F-'S..0.0000-'/-~':!'"Wlh----------t------''-:;;,;:::;a;::;,.;:::7"-'"-t----r.'.--------t-------------t------------t------------t-----------t-----------J J '\....... ~ ..-7-I ~. •. z . <( ~~~,~,~~~~~7~~~,~~,~~~~------~~~-~~~o~~#========~~~ fl -,._.,o·w-. PH 29• -wl- 250 wcn ;r:; Ld (/)"7 A / '\ ' ~ ~ ~t-------t--1.16-6) ____ &_1 __ ----t-e----------t--x---------jr--------t----------j----------t-----------t----------1 ill /' / /\ :::l © ~ 250 ' J I, I J '---1------+,-+--.,L--+----I-Ll.1 -•~n---+---+--+----------+----------+-------'=--------+----------t----------t-----------1-------------11----------l n _, ~-z vi C '.) ffl ffl ffl ffl r---.;: 8 ' 8.-8. 8 f---------<IE-+-----\,c--:'INI-/·---+--~ ol------11--------------+------------+-----------+----------+----------+----------+----------+----------, I-------____,,.:--~-----\.---,'° g ~ ~ B ~I~ ) i · a,o, a;v a;.- 1----------+-----,>~~ .. ·~-~ -~/:' .. ,,--t-----------j-------------t-----------t-----------i--------------11--------------1-------------t---------j 1----------+------\,---/~IC•I ,<~ • <->----;--------------t-----------;------------t-----------;-------------t-------------t----------;-----------t 1 ~1/ll , i-c z i-c z i-c z -230 0 c;: ~ it -. .... .... ~ > z 78+00 SCALE: 1 "=40' STA. 78+49.24 4 45'00"00_ RT ~ 1/l -1/l -1/l - 79+00 80+00 81+00 1 30" DOMESTIC WATER MAIN 9 STA. 79+58.00 S19'27'27"E REMOVED FIRE HYDRANT STA. 79+74.62 BC STA. 79+41.44 4 45'00'00" RT F 230 ~ ct ;i:i -.... ~ > z 82+00 STA. 81+24.68 EC ~ --- C ~ =@ = END CONSTRUCTION STA. 82+00± CONNECT TO EXISTING 30" WATERMAIN 5 PER DETAIL@ -- c--.1. STA. 81+95.00 6 S41"53'40"E STA. 81 + 70.26 4 05"38"39" LT RECORD DRAWING EXISTING SURFACE OVER CENTERLINE OF PIPE 10' PROFILE ALONG PIPELINE fa. Et.g~ FACE, ; • • '', ••• A : • ,'' I CLASS • A. CONCRETE SCALE: HORIZ: 1"-40' VERT: 1"=8' 30" CML&lW STEEL PIPE SEE PROFILE ABOVE 6" MIN ~. ~r "o~ : •. • ,. ~ • ,,_,,___TYPICAL REBAR LOCATION (TYP) • , ~ o~· " . WHEN NOT OVER PIPE #4 (TYPJ. _# . . ...... ,a . • I CONS I R\JCTION NO I ES G) INSTALL 30• CML&lW STEEL PIPE (3/8" MINIMUM PLATE lHICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2 . ® PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POlHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POlHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WllH 1-SACK SLURRY, PLUG WHERE INDICATED WllH 6" lHICK MINIMUM CONCRETE AND ABANDON IN PLACE. CONCRETE ENCASEMENT PER DETAIL@. NO I ES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPlH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALLED WllH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE lHE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 6. POlHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POlHOLE NUMBER OF POlHOLE REPORT LOCATED IN lHE APPENDIX OF SPECIFICATIONS. {*) NEXT TO POlHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C 0 -!';, 0 '-' .,, en ~ .,, ,.: sj- " 0 I 0, []_ ~ :r: ~ Cl) en C 'ji: 0 PACIFIC VIEW DRIVE REMOVED TYPICAL SECTION o FIRE HYDRANT .,, ~ CONCRE IE ENCASEMENT @1 j NOT TO SCALE 1 2 ~ (fl ----------,...-------------------------------------...---....----------------------------------------------1t (fl w APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive 1---t-----t------------------+-----lMIOiAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 3/31/1 ;"> ! D. o E,p,-"'-""'-'-"-.··~ .' Suite 200 ill 10/09/14 RECORD DRAWINGS ASSISTANT SENIOR CIVIL ENGINEER ~ NO. DESCRIPTION DELTA RADIUS LENGlH TANGENT ">¾&,C/Vl\,i":,/ [~1n:) ¢;1':_7~~3 Fax (714) 545-8883 /1\ 4/16/13 SLOPE CORRECTIONS O STA 79+30 AND 79+70 CllY ENGINEER DESIGNED: NG DRAYIN: CADD ~ ,..._ _____________________ __.~<-F~)_,_3_o·_·_PI_PE_L_IN_E_,_1_6_·4_7_'3_4'_'..,__5_12_.o_o_· ...... _1_5o_.o_6_'_.__7_5_.5_7_'_,_.._ __ ·_ ••• ,_ •• ~_._~_ 1 _~ •• _/_. _ _,_ _____________ _,__N_n _____ DA_rr ____ o_E_~_1P_TI0_N_~_R_E_V1_s1o_N_s _________ _,__AP_P_Ro_~_D...,_D_Arr_:~~~~~~~~~~~~~_,_c_H_~_K_ED_:_..;;:U=-D-A_rr~:1~1/~3~0/~12:;.i_ __________________ ;~~==m=====O=F===~~ CURVE DATA W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 13 EAST COAST HIGHWAY - 24" WTM PLAN AND PROFILE 67$7267$‘ THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1---------+------+---+-----------1c;GNS+RUGT 684-±-bF-QF--2~L&"fW-S-lE~L PIPE~,J ~" MIN. PLATE TI--IIGK-N~SE-.'J----+------+-----+---------+--------1 \ WEto-ALL JOINiSJ ., 130 /,\ 130 Lt_ Q -::- ·= FOR REGULATOR VALVf. VAi LT a: / CONSTRUCTON SEE SHEET NO. 16 " z ~' • - u > .ii 110 - -~ ---J \ ·- -_.../ i-GY S-O:OOS.a -I // ,._,A / ~ • c, fu r 7"'~ A "' -0 .008 I ·'· -ill ,--./" .. ) V ,-J /,.../ / ( /..ff / / V \ 0 " ./ "- ' ~' i----~ ~yY yv VY .. __.,--/----:-7' V S=-0.0047 i'\. 8 "' r / )V ,../ w ~ REMOVED VALVE AND INSTALLED ___-,-../"/-/---//'-+/--+_\.=-1::=....,sl1NG-3n• r---------'t---------...----;-----t-"--------------1r-----------t---t-----J>--t-----ct-t----t"'----t--,~--,--------r-------1-,,3,\-r.'I-INSl:Ju'iTING-KI, J / / WATER MAl,..N---------+----------, -~1--l"-------11~ 0 t ============t ========~===~;;;~::;:;l ~:~;2::=::~~===:·::·::~--b','---+-+--+----+---------+----------I < ~ C 5 """'--,,._._AA/ 1---------+------~z~-+----+--+-------------11--------~11i-1-----1--,-+-,f-,111·t------l ttr m -111·t---+--+----1------------+----------1 Ill c., ' c., a:: c., a:: (', c., l---------+-------=--+---+--'U ·t-------------11-----------+---+----,-,,_,--,....,,_1-----,=1.---1ur--t---=1,.------------1r------------;-------------,,tt---,,.,i-----,a.t---t-----t-----------;-----------1 CJ (0 g g g ~I~ 5 1~ ~~ g g g 90 b.1 mW -·-C! d _._ tri , d -■"' "• ._ ,.;;,c d d ai l------=L.l:,.='----+-------M&---t--i---J!:211> o ~-C--. ~ ~ I":"' 0 II) ......... CO co0 ~ ..-,-... 11 N IO N IO CO 90 Lt_ +--: "' -, { ~ ;j; , "' C! (ti «1~ ...-• ,Ji '«l·ac.i-----------ir------------;------------<b+··t·~◄t-.--+ "'+ ◄• it • 1---------+---------+--A --m '° -"' .(; -"'. z -0. (;_o. ::le!; 0 . :::1:g ~o. ::I"'" o. ~_o. ~__c,-l~N:i---+----+------------t----------1 -· Lil --,.... -< ---<--<--<--------~ '<i.·'~>---------+--------'<i. ~>·--;51 .. ~1!-,-i ,1-loc~ 'S:-~ ~-::,:-~ ~""">+---;5 ~> '< s-< s-< > ;!:I r---------r-------___,,.!?>1 g ~. z t-: =z-1--.,___cn. '-="" en.~_(/). ~-~cn. zz ~-zz t-. _z ~. z ti. z ~ ,e,-----+-----------+---------1 1---------+--------~ ~-b I ~ '-._,/ !!! l'i -~~ Is-,. -- ~> ~>z 1---------+----------"''-.1 z==-----11-----------+-------------f----------+-----------+----------l-----------+-------'Ll.1.==------t----------+---.-- 99+00 100+00 SCALE: 1 "=40' I ,..__ I 101+00 BEGIN CONS I RIJCTION STATION EQUATION STA. 99+79.12 (SOUTH) = STA. 29+87.18 (SOUTHWEST) - STA. 300+00.00 (WEST) 102+00 FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 H STATION EQUATION STA. 120+00.00 (EAST) - STA. 102+87.01 (SOUTH) S59'27'13"E 1/ l-,p.- --..._ ~1 t) ~ , ~ ~I " __d~,-f -; FOR CONSTRUCTION OF 24" PIPELINE SEE SHEET NO. 6 103+00 -16°G 104+00 FOR CONSTRUCTION OF 8" SEWER LINE SEE SHEET NO. 15 ~TA 1----SI!! J...... 445"00'00" LT ... y ,,,. y V • ANODE TEST STATION STA 103-1-17 a-. 444'42'36" RT EAST COAST HIGHWAY 105+00 106+00 107+00 24" DOMESTIC WATER MAIN 2 ~TA • 445"00'00" RT FERNLEAF AVENUE -1 5 ... 'G -S14 '27'13"E STA. 106+57.82 4 45"00·00-L T SCALE: HORIZ: 1"-40' VERT: 1"=8' RECORD DRAWING (j) ® @ @ 1. 2. 3. 4. 5. 6. CONS I RIJCTION NO I ES INSTALL 24" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 24" FLG BUTTERFLY VALVf. (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. ABANDON IN PLACE EXISTING 8" VCP SEWER AND 6" LATERALS. FILL WITH 1-SACK SLURRY AND PLUG ENDS WITH WATER TIGHT BRICK AND MORTAR, REMOVf. Afit! D E _QF INTERFERING PORTIONS. INSTA~ ~4-:_ ~IA~E~ ACCE~S ~AN~AY) NO I ES TO CONTRACTOR CONTRACTOR SHALL Vf.RIFY 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVf.R OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVf. THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CUENl" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFICATIONS. (*) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVf.STIGA TION. 0 C 0 -~ 0 u u Cf> ;. u ..,: '<I-" Cl I 0 ~ o_ ~ :r: ~ Cl) Cf> C 'ji: 0 ~ Cl u ~ 0 u <I) ~ (/) "' (/) ~TA 1-~ • --"" DD,.. -------------------------------------------------------------------------------------------------t (/) w APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive i-=~+-~~-+------------------+-----IMIOiAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 3/31/1 !"'! A o NO. DESCRIPTION DELTA RADIUS LENGTH TANGENT E,p·-"'-""'-'-"-i~ .• Suite 200 /2\ 9/04/13 INVf.RT AND SLOPE CHANGES PER 30" PH INFO ASSISTANT SENIOR CIVIL ENGINEER ~ @ 30" PIPELINE 16"45'41" 449.00' 131.35' 66.15' ~~~cf:-i{~'~/ [~1n:) ¢;1':_7~~3 Fax (714) 545-8883 /1\ 4/16/13 SCALE, SLOPE, INVf.RT &: CALLOUT CORRECTIONS CllY ENGINEER DESIGNED: NG DRAYIN: CADD ~ .._ _______________________ .._ __ <1 ..... )_3o_"_P1_P_EL_1N_E_.__o_r_18_'48_· ..... _1_0_3_8._2_5• ...... _1_32_._52_·__. ____ 66_._35_'_..._ ___ -_-_-· ___ _,_ _____________ __._No_ ........ _D_A_1E_ ..... D_E_SCR_1P_11_0N_OF_R_EV1_s_1o_N_s __________ ,_A_P_PR_o_VE_D ...... D_A1E_: __________________________ -:_,_c_H_Ec_K_ED_:....:;JLB=:..L.D-A_1E_:.:.;11"'/:3:;.;:D"'"/1a:;2..._ ___________________ ::SH:E:ET:::::o:F:::.:: CURVE DATA W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 14 DAHLIA AVENUE/FIFTH AVENUE - 16" WTM PLAN AND PROFILE 67$7267$‘ THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1------1--------+---------t------t."_,QNS+RblGT 48~~---l-F-GF--l6~GMl::&-l-W-----SjTE-eL P~P-E-{-a,'~ :" ~-~IN. PLATE---TI--IIGKN~S-~1-----------+-------+------+----+----------+-------+-----------+ V . -V . z ; ::ii z ..... . ::I! 120 V ~.,...., -. co • .., <O ,> -EXISTING SURFACE OVER / CENlERLINE F PIPE ..... . V • . I L2:.> S--0.0554 S 0.0000- ------+----1------+-+---~ 1 --. . 120 ) _&_ S-0.0070,J,L.1. §.:S"S~-.f--jl-c==l:±i/~-1r-Jl::.. ::::·:::::::::::::~A-~--=-'-J~-~-------+-------------1 t--------t-----_------t----------+-----~-:_-_,.i,';::-===+~=c...::.-+---£-:±--t----------+-----------+---'5J-,,,~ ~ :s,.. -u.1, ~ I • I '_,,___...._.~z ~--...,..------t------------;-------------i (FH') __ _,--) # ' -\ I I I n /3\ r-EXISITING 16" WAlER MAIN , , __,, 0 -110 -~ 110 [C j w c~ m --z 0 6 -; -0 -I 0 + 1'> 0 .... d 0::. d r:-, m --- ---__..--'-r ..,, ; ( ~ ~ ~ ~ J n -------s .. o.0526'--+----+-------11-----+----\'?----1----+--+--+,-+ (-zt-3-_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ +-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ +-.i--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ --1-1--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ _,_\ .. _ -_ -1~1-""'00'.~===~8=+ __ -----'o'-<1---1---"io:-=_-=_-=_-=_-=_-=_-=_-=_::-=-~~-=_-=_-=_-=_-=_-=_:~~z:~-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_~:-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_~~-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_~ 'i E " !e ~ 0 !!! r ... 1--------+--+----: l--_,;,,:1---J----------+-----------+----------+------------'l--+-":>lr,i '° •n1,.,.--l--"!'l-----,/----I-H---:,----1t------------+------------+-----------t 1 !" \... i ~~i ~-~-i ~.o_~-i J ~-.4.--+------------+----------+-------------+ "'t .,..,, _ -w -~I.LI --as LaJ ._. J -.-----"-,\-+-----i-,I-----.-/-J-+-----------+-----------11-----------+----------'r-+----.l~-~m"--, m -m-1.-w..-~·11-------<''---11------l-----------+----------11------------1 \.. ) \... < •• < >· < • • <( > J \. t; ~~-Iii -~~-I;; ~~--~-1r---,<----+ii!i----l1------------+-------------+-----------< m - § ..; ' -+ ..... - h < 6 ~ ~ > -100 ..... lS ~ --Ill ;5' > Ill z / ~ 22' BEND 45" BEND/ I ~------1----------1----=~~~-----+-----------t--------___jl-----------l-----------+-'--'.~,,,_o.,..-,..·=~-,,.__.,,-o,.,✓--A~.JI,,,,.-L ___ -l'!:2 1-.. F,&----+------------1----------+------------I u=------+-------------t----------+-----------+----------t------------+------------1----------+--------colc111 ":>----i------------;-----------t------------------1 ~~ Ill . 100 ..... ~~'= 1---------+-----------+-----------11-----------+-------------+----------+-----------+----------1------------+------------1------,"io'n ~~w..-+-----------+----------+---------------1 t---------e1t-------------t--------------1t-----------+-------------t----------+-----------+----------t-----------+-----------1-----~""-0::-'°~-+----------+-----------+-----------1 0 -!-t;~~ l--------~oif-o----------1-----------+-----------l----------+-----------+----------+----------+-----------ll-----------+-----~-1 ·wz·~--~<t----t----------+-----------+-----------t ~ ~.. ... 1--------~ _.., z -....,~-+-----------1------------+-----------1 l.'I IO ~ O°lo~ 1---------1P!-----------l----------+-----------+----------+-----------+-----------ll-----------l------------l----------+-------"'IU.~=--+-----------+----------+----,-- 120+00 SCALE: 1"=20' 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 END CONSTRUCTION (l 7I27~STA. 121+94.27 STA. 122+04.67 4 44'21'58"RT 4 16" DOMESTIC WATER MAIN 6 STA. 124+82± 1, FERNLEAF A,n::NUE: / CONNECT TO EXISTING 16" WAlER •••• ~ ~ GOLDENROD AVENUE 4 4 6 -- I V l"\Yi-_ -; MAIN ~ER DETAIL@ 16" BLIND FLANGE SJ "--l [ -- --- -- ----::=::::::\:: (~ - -• ,l_,_ \_ .!L -.-===-t===l~-·-_>_ - -• I/ ' ~ ~ - --- -.....--- . / --L-- -\~, '- ~r--1 () 7, ~ 1\,,__ -..,:._ 2--::::_.? ~ ' • El; ('fl'~ ✓;,: < E ,~E--= _ -•·-~~ 71 5 ! ~f '~----1-, ,-{L /7 ' '\__"-- ' "-/ ~~~~•~===i===t;;:;1,t=.========::::=::'."::======~;;;~:==~:======f==j=====t==t=======~~~ ':a l --. .,, , - 'l..! , c.--v ,-~ .--/ ·--123_+0(" / , ""' & 124+00 /1. \.. ~ f I \.. _p ~21).. , ~ .. ii,x-I -···· -\ \ /3\ 7 I' ff 1 s·w (ACP)· . 126+00 SCALE: HORIZ: 1•-20• VERT: 1"=4' ~~ ~ '·-:\ ~ • ' • \ / • ,..74•11-. ;!: b I '-./ ,,,y / ,,_/ b l -H ;.., -H -Cl> ---------- j ,r-~ • - ,_, ~ I I _1_ 2"G ✓--==_==:::;::;:: --- / 2" J r • =1=::::;:::===~==:::::-,~~ c __ IL __ ..,.c.:::;::::::::::::: \ 7 STA. 121+52.78 ~ --·-------, ~ -%-ti,.>--t:,.-'7 7'± ; J /f1• -'13'52"E -=S,,,TA,,,,.,..,,1=-=2==3+-=1=-=5--===--=-~ • ./ ~ g STA. 124+63 I/ .,_ I I 21 CONNECT TO EXISTING 5-~ ~~~2~-~ci?R~7 ~ ~ WAlERMAIN SEE DETAILffi '\ STA. 124+68 ......... -+--+-,!r-+5_0_'t-:o--t+---I ~ > @ I r--.~ IV CONNECT TO EXISTING 6" I a! I "' ~ !i i I I 0 "' • 0 I 21 .. • "' - ,-I/'\ WAlERMAIN SEE DETAILffi I ~ @ I I '~~ :i r OOl'i!S I RuCTlON NO I ES ' ) ,,, ::;; I L" .. I,, ., I ' t\1O1 ES TO CONTRACTOR I I ~ "' I INSTALL 16" CML&TW SlEEL PIPE (5/16" MINIMUM PLAlE 11-IICKNESS) AND 1. CONlRACTOR SHALL VERIFY DEPTI-1, LOCATION, AND DIMENSIONS OF FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSlRUCTION SEE NOlE 18 ON SHEET 2. OF MAINS. PRIOR TO SlEEL PIPE SHOP DRAWING SUBMISSION CONlRACTOR TO POTI-IOLE 2. A MINIMUM CLEARANCE OF 12" BElVIEEN EXISTING UTILITIES AND EXISTING UTILITY NOT FOUND DURING DESIGN POll-lOLE INVESTIGATIONS TO PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 24" 33• 5THAVENUE © ® ' i "i, ' I_, ~ 'l 1_1 > l ..cl_ ' I " > ( ' '\ > b ' > 'i? l&J ( • ii-..... . . -IO ..... ;.., J -?r I r --i\ I I I ----r • • o V . . - WELDED 3/8" PLATE OVER FLANGE . . --. . . & ) I 0 C: 0 ~ !I, 0 " 'O S59'D9'49"E -~ Yi STA. 120+13.88 4 45'00"00"RT I'---~ ~ ... z J ,,..-' ,: "'l . ) I , I rnv,---------1 I .J<.J. 45• VERIFY DESIGN APPROACH. ffi 3. WAlER LINES TO BE INSTAUED Will-I A MINIMUM COVER OF 48" BELOW ~ ® INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. FINISHED SURFACE. ~ @ INSTALL 6" FLG RESILIENT WEDGE GAlE VALVE PER CITY OF NEWPORT BEACH 4. CONlRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ~ RECORD DRAWING DWG NO. STD-510-L AND STD-511-L ABOVE 11-IE PROPOSED PIPELINE PER SPPWC 224-1. .! STA. 12D+57•51 ----4>' REMOVE PIPE AS REQUIRED TO INSTALL 18" DI BLIND FLANGE AT CONNECTION 0:: 4 1..,.-:'--,__......, _ ----434"36'19"LT le:J POINT. 5. ALL lRAFFIC LOOPS, SlRIPING, REFLECTORS, ETC. SHALL BE REPLACED ~ ~ IN KIND. :r: .......... ..._ I~---,. en I N75"50'11"E -~ 21 I VARIES I 22' ,, -1 • ® / BEGIN CONSTRUCTION , N /.,., ..-.---r~!;>Rsf~~Ec~~F 21 ABANDON IN PLACE EXISTING WAlERLINE. CAP AND FILL PIPE Will-I 1-sACK SLURRY. 6. POll-lOLE NUMBER PROVIDED IN PROFILE coRRELAlES TO "CLIENT' POTI-IOLE 1l. STATION EQUATION ' /" j} '/, 1/\JJ\., ~ I NO. 15 ~ REMOVE EXISTING PIPE AND APPURlENANCES AS REQUIRED TO CONSlRUCT NEW PIPE. N(U)MBER OF POTI-IOLE REPORT LOCAlED IN 11-IE APPENDIX OF SPECIFICATIONS. -~ (l , , IV * NEXT TO POTI-IOLE DENOlES UTILITY NOT FOUND WI-IERE FIELD MARKED o ~~:: l~~!~:gb ?~~~) = It) •'-' , -@) FILL EXISTING PIPE Will-I 1-SACK SLURRY, PWG WI-IERE INDICAlED Will-I 6" 11-IICK DURING INVESTIGATION. o ' .~ " MINIMUM CONCRElE AND ABANDON IN PLACE. -o FINOSTR ALLAlEE TICONONNSEECETIONVAUALNTDSHVEALETVENO. 16~ f_. r <., t ,__ +Aft 11 ~ ~ ~ 7. WI-IEN PROPOSED PIPELINE CROSSES MWD LINE, INSTALL PER MWD STANDARD /~"' ,~ ,\'.J 'I ® REMOVE AND DISPOSE OF EXISTING 8" WAlER MAIN AND REPLACE Will-I NEW 16" DRAWING IN SPECIFICATIONS. CONTACT MWD AT LEAST TWO DAYS PRIOR TO ~ '-... \ CML&TW SlEEL PIPE. STARTING WORK. "-~ 7'.,_: .'\ '1. i I ~ r -~)' ~ {I.____) @ ~en ~:::,... ~ / ~ 2 RECONNECT EXISTING SERVICE OR FIRE HYDRANT. FOR CONSlRUCTION OF 24" PIPELINE SEE SHEET NO. 13 • 1 -~,' :;:-;:, ~ STA. 120+25.32 <C ~ .-------------------------------------------------------------------------------------------------~~ -~ ~ 445'00"00"LT ~ ' S ~-<':,.. ' '-) APPROVAL RECOMMENDED: REVIEWED: ~ ~-~~/ \ j'l I /"'-STA. 120+20.00 9 r.~ricr:E~t§'~, p s O M A s t----+-------,c-------------+-----1 . I Ob l ! -'P / (( I FOR REGULATING VALVE ,_tg !? 1-\ ~\ 7...A,....,7d.-,::;&,,,.__,~_ 0 " q '-~ "l~~~ ~\ ~:LJH~~s~.u~~ON, ~i:, ; _ _,,3/3c,c1c,,,~C!.., .;! ~u~~t~;o Centre Drive I--Q\-+--10_/_0_9/_1_4-+-R-E-CO_R_D_D_RA-WI-NG-S------------+----IM·~10i=-'"A=EL-J~.A~~-'-~A'-cs?~A=~,T~R~C=E~46~2~14 PA~~IO~R~~~ELG~N~:E:~740 ~ ~ ~ \. I ~ ( ~ ~:Bc;~~R~u;m,~1:ND \¾~C/Vl\,i~/ [~1n:) ¢;,':.7~~3 Fax (714) 545-8883 /1\. 4/16/13 SLOPE & INVERT CORRECTION NEAR STA 124+82 CllY ENGINEER DESIGNED: NG DRAYIN: CADD ~ DAHLIA AVENUE SEE DETAI~ ~ M,I~/ NO. DAlE DESCRIPTION OF REVISIONS APPROVED DAlE: _______ CHECKED: JLB DAlE:11/30/12 ,__SH_E_ET ___ O_F_-----1~ --------------------------------------------------------------------------------------------------------------------------------------------------------------::;c 15 W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR DAHLIA AVENUE - 8" SEWER MAIN PLAN AND PROFILE STA. 400+00.00 TO STA. 400+69.99 THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. -120 110 -100 SCALE: 1"=10' \_ I \ I I J CONNECT TO EXISTING SEWER LATERAL PER CTY OF NEWPORT BEACH STANDARDS. SEE NOTES TO CONTRACTOR NO. 1 AND 7. 2 0 -•• • " " 2 - w m BEGIN CONSTRUCTION 81 STA. 400+00.00 ---7 ---------j -------L ____ ... -----------5 .. i---_L ---------------- ------I ---~ --------_,,.----:: --z ----;;= ---------o,. -,I ----\_ ------ z: -----',s,---~~-~J--------D •• -~ ---~~ ---------------- --- ----- DAHLIA AVENUE 8 'I. ... d . 2 --+. . -~~ ~ 1--W < Ill_ Ill [J II:: I \ \ I ~ oe~ a;;~e 0 ~~:::> -· 8~~ 0 t -= ~ ::> > ai zzS . . Iii XXz ww_ 400+00 m: ,.; m 3a ::I!-+ . -~ ~~ w 120 -,EXISTING SURFACE OVER < ;i;: -/ ve.lllTER□IIIE"""OF" PIPt. in z II:: I I -I n I § J \ ::: I ' - /Ill -g· _z ._ 110 ~ 0 0 C S--O;OJJ8 i-.-fil @) , @) (@ 100 - -1= @ Ol z5 -· '° t 11::IIP ~ coco @ _o_o -- ~-@ >-'J • zz ~IIISTRIJCTI67J7lf71 SCALE: @) c.XTRA STRENGTH-VCr-HORIZ: 1·-10' @ VERT: 1"=4' 400+50 410+00 ® 8" SEWER MAIN 80 EAST COAST HIGHWAY FOR CONSTRUCTION OF 24"-~ PIPELINE SEE SHEET NO. 13 --. --/ ~ -I -;-1 1/2" CONDUIT FOR I STREETLIGHT ~ -. - / END CONSTRUCTION /_ STA. 400+69.99 82 j I I 77 /fl /_ FOR CONSTRUCTION OF 24" PIPELINE SEE SHEET NO. 13 -- L ~-,/ EXISTING TRAFFIC SIGNAL FIBER CONDUIT 'I U LOWERED FOR VAULT INSTALLATION 1,--....A_ 1 -- & // ~---I .,, / 84 / ~ 88 I I I FOR VAULT CONSTRUCTION SEE SHEET NO. 16 I 1. 2 . 3. 4. 5. 6. 7. CONS I RUCTION NO I ES INSTALL 8" EXlRA-STRENGTl-1 VCP PER CITY OF NEWPORT BEACH DWG NO. STD-106-L BREAK INTO EXISTING MANHOLE AND RE-CI-IANNEL BASE PER DETAIL@. CONSTRUCT 48" DIA MANHOLE PER CITY OF NEWPORT BEACH STD DWG NO. STD-401-L CONNECT TO EXISTING 8" SEWER USING AN 8" BAND SEAL SEWER REPAIR COUPLING. MANHOLE INVERT ELEVATIONS TO BE AS SHOWN ON PLANS. ABANDON IN PLACE EXISTING 8" VCP SEWER AND 6" LATERALS. FILL Will-I 1-SACK SLURRY AND PLUG ENDS Will-I WATER TIGHT BRICK AND MORTAR, REMOVE AND DISPOSE OF INTERFERING PORTIONS. REMOVE EXISTING MANHOLE AND BASE AND DISPOSE OF RUBBLE OFFSITE INSTALL 6" SEWER LATERAL CONNECTION TYPE "B" AND FITTINGS AS REQUIRED PER CITY OF NEWPORT BEACH STD DWG NO. STD-407-L REMOVE AND DISPOSE OF INTERFERING PORTIONS OF 8" VCP SEWER. INSTALL SEWER LATERAL Will-I CLEANOUT PER CITY OF NEWPORT BEACI-I STD DWG NO. STD-406-L INSTALL SEWER MAIN TERMINAL CLEANOUT PER CTY OF NEWPORT BEACH STD DWG NO. STD-400-L RECORD DRAWING NO I ES TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTl-1, 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. WATER LINES TO BE INSTALLED Will-I A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE Tl-IE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTI-IOLE NUMBER PROVIDED IN PROFILE CORRELATES TO "CLIENT" POTI-IOLE NUMBER OF POTI-IOLE REPORT LOCATED IN Tl-IE APPENDIX OF SPECFICATIONS. (*) NEXT TO POTI-IOLE DENOTES UTILITY NOT FOUND WI-IERE FIELD MARKED DURING INVESTIGATION. COORDINATION Will-I PROPERTY OWNER TO REROUTE ON-SITE SEWER DISPOSAL TO NEW SEWER LATERAL LOCATION WILL BE PERFORMED BY Tl-IE CTY OF NEWPORT BEACH. -(/) ~ :r: ~ Cl) c,, C "ji: 0 ~ 0 "O ~ 0 u <I) ~ (/) "' (/) ------------------------------------------------...... ---------------------------------------------it APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---1------11------------------+-------lMIOiAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,. CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD (/) w ~ ; 0 0 ..,. 0 <D 0 ~ w z NO. DAlE DESCRIPTION OF REVISIONS APPROVED DAlE: ______ _ 1--------1~ CHECKED: DA lE: , , , ,. SHEET OF ~ JLB 11,30,12 ______________________________________________________________________ .....__ ...... __________________________________ ...... __________________________________ ___.::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 16 REGULATOR VALVE VAULT PLAN AND SECTION THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. • 0 I Cl> PIPELINE SEE SHEET 13 FOR CONTINUATION OF\ , ' '-/ 41 4 .,,,. , ,, I I J. • I \ \ , .... ' F > :.1 .'J• ·: •. ~ ..... ]...:..-.. p ,,, ..... '-_,, -- fJ, -~n I I-,. ~· ~ .... 0 '-- u - I in ' • \ \ I I I I -+ __,/ / / r F u. • 12" M ~ /4 \ V \\ I ... ~ ' \\\ I \ \ -?.J.\ \\ L ,,J.\ ~ >\ F .. = 1 .,d A F··= 45 \ \ 47 ~ ..., I/ ..,_ I 1-:-,-:,-:-;-:-.:-:--:--'<l .... -.... '-' '-' -0 ,- . ~ i"'"""' / )'o ............... ~·---':,, F':.:.:.:·= i;:--~ -. ~ . J " " " ~I > { fa >-I fa fa ,> fa > " fa >-I fa ExIs· ING CURB 1/2" CONDUIT FEEDS ~TT & I I I I I SCALE: 1/2"-1'-0" FOR CONSTRUCTION OF 16" ---i PIPELINE SEE SHEET NO. 14 I I p I I / f 65 Q M t i I I ! 47 - fa I _ _:__ ___ _L_:!J 3 EXISTING 8" SEWER FOR CONTINUATION OF PIPELINE SEE SHEET 13 A F Ft----< --- \ 4 4'-7" EXISTING GUTTER FLOWLINE EXISTING EDGE OF GUTTER 1\10 I Ea:, TO CONTRACTOR 16" 1. CONTRACTOR SHALL Vf.RIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS, UNLESS OTHERWISE NOTED. 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVf.R OF 48" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVf. THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 6. CONTRACTOR TO COORDINATE RELOCATION OF SEWER LATERALS FROM PROPERTY PRIOR TO START OF SEWER PIPE DEMOLITION. 7. ALL STEEL PIPE WITHIN VAULT SHALL BE EPOXY COATED PER SPECIFICATIONS, NOT MORTAR COATED. 8. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD Vf.RIFY. 9. GROUNDWATER ELEVATION IS UNKNOWN AT THIS LOCATION. 10. EXISTING VENT PIPING, VAULTS, POSTS AND OTHER COMPONENTS HAVf. UNKNOVttl QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL BE REMOVED EVf.N WHEN NOT SHOWN. 11. FOR SPECIFICATIONS OF VALVf. AND EQUIPMENT ITEMS, SEE CONTRACT DOCUMENTS. 12. ALL JOINTS SHALL BE BONDED PER DETAIL@. 12· t ' ~ ~47j ,o ' u 84 4 • -I N Q N /'° &JRFACE VALVE AND EQUIPMENT UST 16" FLG PRESSURE TWO-WAY REGULATING/FLOW CONTROL VALVf. (CL.A-VAL 131G-51KXMOD) 16" FLG TURBINE METER (NEPTUNE HIGH PERFORMANCE WITH PRO-READ REGISTER) 12" FLG TURBINE METER {NEPTUNE HIGH PERFORMANCE WITH PRO-READ REGISTER) -~v'$;',-¥~~~~$"= "~~ " --~ ~,:'~\r 3,~ o ~]t~o= =o~ffl 0~-: • • -.~.'.''<t'-' " 0 =o ,7 16" CHECK VALVf. (CRISPIN RUBBER FLAPPER, MODEL RF-161) J D 'b 44 45 I y..., ~ J ' I l ,.. -, ', I I u -I \ I I ' ..... __ .,, ./ - 56 TYP " " > fa >-I fa fa ,> fa > " fa SECTION A-A EXISTING EDGE OF GUTTER R I 18'-o" PLAN I I ! ! • --, O> //" '\\ -\\ ../_,I B I 9" JJ, ' ~ ,. 48 48 p 45 43 41 / :FOR CONTINUATION OF PIPELINE SEE SHEET 13 B ' '6 - u -L. 1-:-:--:-.=.;-:-; ····-···· ,, ' / 'I I \ -- \ I ,_ ~/ '" / F:~. 0 • 10 .. I . @TYP - I F J L_\_J " " " :,, >-I fa fa > { fa >-I fa >-I,; " fa .M 59 \_ 16"x16"x6" DEEP SUMP EXISTING 8" SEWER 3 EXISTING 18" WATERLINE \ AND VALVf. VAULT 1 p \ PROPOSED 8" SEWER \ SEE SHEET NO. 15 K -19• G 55 -tt:}Hrttt-+1-K1'---Jr---r .....__,=:.r_::......:=11+~"Flttt~t-::=r-"i"1'tf.i:l --t--Wu:t _:),:;;,;,01!~1-- ---.::../.'--"'-- 43 FOR CONTINUATION OF PIPELINE SEE SHEET 13 EXISTING 18" WATERLINE 5 I XISTING SEWER MANHOLE 2 15•t 16"x6" DEEP SUMP INSTALLED 2" CHECK VALVf. FOR PUMP LINE AND 2" SCH 80 PVC PUMP LINE INTO SEWER MANHOLE RECORD DRAWING -- EXISTING 5" _EC CONDUI ·s 00 2" SCH BO SUMP PUMP DRAIN LINE @] 12" CHECK VALVf. (CRISPIN RUBBER FLAPPER, MODEL RF-161) 16" FLG RWGV. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-510-1 AND STD-511-1 12" FLG RWGV. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-510-1 AND STD-511-1 16" FLG BUTTERFLY VALVf. WITH HANDWHEEL 12" FLG BUTTERFLY VALVf. WITH HANDWHEEL 16" VICTAULIC COUPLING (STYLE 99) 12" VICTAULIC COUPLING (STYLE 99) ALTERNATING TREAD STAIRS; 68. ANGLE (LAPEYRE OR APPROVED EQUAL). 3'x6' HATCH (BILCO JD-AL-H20 OR APPROVED EQUAL) 36" DIAMETER ACCESS MANHOLE FRAME AND COVf.R, WITH THE LEI IER "Yr CAST IN THE CENTER OF THE COVf.R (ALHAMBRA FOUNDRY A-1498 OR APPROVf.D EQUAL) 4'x4' HATCH (BILCO JD-AL-H20 OR APPROVED EQUAL) 8" SCH BO PVC Vf.NT PIPING PER DETAIL@. 18'x10'x7' DEEP PRE-CAST CONCRETE VAULT (JENSEN PRECAST OR APPROVf.D EQUAL) DESIGN VAULT LID FOR H20-44 LOADING PER CBC TABLE 1607.6. GEOTECHNICAL REPORT IS PROVIDED IN APPENDIX OF CONTRACT DOCUMENTS FOR REFERENCE. CONTRACTOR TO SUBMIT STAMPED ENGINEERING CALCULATIONS FOR VAULT. 0 LIFTING EYE (APPROXIMATE LOCATIONS SHOWN). CONTRACTOR TO COORDINATE WITH VAULT MANUFACTURER. @ ® @ @ @ @ @ @ @ @ @) ® @) @) @ @) MATERIAL LIST 24"x16" WELD CML&TW STEEL REDUCER 16" WELDxFLG CML&TW STEEL 45• BEND 16" WELDxFLGxFI.G CML&TW STEEL TEE 16"x12" FLGxWELDxWELD CML&:TW STEEL TEE 16"x12" FLG CML STEEL TEE 16" FLG CML&TW STEEL SPOOL (LENGTH AS REQUIRED) (SEE NOTES TO CONTRACTOR ffl) 16" FLG CML STEEL SPOOL (LENGTH AS SHOVttl). SHIP ONE FLANGE LOOSE TO FACILITATE FIELD FIT AND WELDING 16" FLGx\llCTAULIC CML STEEL SPOOL (LENGTH = 12") 16" FLGx\llCTAULIC CML STEEL SPOOL (LENGTH AS REQUIRED) 12" FLG CML STEEL SPOOL (LENGTH AS SHOVttl). SHIP ONE FLANGE LOOSE TO FACILITATE FIELD FIT AND WELDING 12" FLG CML STEEL go• BEND 12" FLGx\llCTAULIC CML STEEL SPOOL (LENGTH AS REQUIRED) 12" FLG CML&TW STEEL SPOOL (LENGTH AS REQUIRED) (SEE NOTES TO CONTRACTOR ffl) 12" WELD CML&TW STEEL go• BEND 12" WELD CML&TW STEEL SPOOL (LENGTH AS SHOWN) 12" WELDxFLG CML&TW STEEL SPOOL (LENGTH AS SHOWN) --t ---' ~ TO EXISTING SEWER @) PIPE SUPPORT ASSEMBLY PER CITY OF NEWPORT BEACH STD DWG NO. STD-522-L. ~ • Ill ~ u w _J w I I I I I I I I ~ • Ill ~ u w _J w MANHOLE +> --- EXISTING 5" ELEC CONDUITS &® @) @) (§ 68N6RE1E PIPE S1;JPP8RT PER BETAIL@. PIPE PENETRATION THROUGH VAULT WALL PER DETAIL@. 12" OF ENGINEERED FILL COMPACTED TO 90% RELATIVE. COMPACTION PER ASTM D1557. INSTALL FLANGE INSULATING KIT PER DETAIL~. SEE NOTES TO CONTRACTOR f12. @ @ 4" SCH BO PVC PIPE CAPPED THROUGH VAULT WALL FOR FUTURE ELECTRICAL DEMOLmON NOTES (D REMOVE AND DISPOSE OF EXISTING VAULT, INCLUDING VAULT, MANHOLE FRAME AND COVf.R, PIPING, VALVf.S, COUPLINGS AND ANY OTHER APPURTENANCES. REMOVE AND DISPOSE OF EXISTING MANHOLE AND BASE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER PIPELINE. ABANDON IN PLACE EXISTING SEWER LATERALS FROM GAS STATION PROPERTY LINE TO ABANDONED SEWER MAIN. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING WATER MAINS. PLUG END OF EXISTING 18" PIPE WITH 6" THICK MINIMUM CONCRETE. FILL EXISTING 18" WATER MAIN PIPE WITH 1-SACK SLURRY AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING ABOVE GROUND Vf.NT PIPING, INCLUDING CONCRETE BASE AND APPURTENANCES. E Cl. -N - -0 ~ :r: ~ Cl) c,, C "ji: 0 ~ 0 -0 ~ 0 u "' ~ (/) "' (/) -------------------------------------------------------------------------------------------------t _ES§/ \\ APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---+----+------------------+----IMIO-IAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,, CITY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD (/) w ~ ; 0 0 ..,. 0 <D 0 ~ w z NO. DAlE DESCRIPTION OF REVISIONS APPROVED DAlE: ______ _ 1---------1~ CHECKED: DA lE: SHEET OF ~ JLB 11 30 12 ------------------------------------------------------------------------------------------------------------------------------------------------------------::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 17 DEMOLITION, CONSTRUCTION, CONNECTION AND SEWER MANHOLE RE-CHANNELING DETAILS THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 5 1 7 2 EXISTING AC PAVEMENT r --------1. 4 )-----~ l SECTION B-B -----i llfUI II--IHlf~lll----l----1---lll----l----l---lll--1" jr, l n Ul::,Jl--l,Hlf--1ni---t:::J-11H:::t-tlt-... Lu I l - PLAN LEGEND CUT AND CAPPED EXISTING 8" LINE OFF 24" MWD LINE 6 CUTLINE FOR PIPE REMOVAL 10'± AREA OF VAULT TO BE REMOVED DURING PIPE INSTALLATION REGULATOR VALVE VAULT ABANDONMENT DEMOLITION SCALE: 1/4"-1'-0" B j & co~s I RUCTION ~o I ES INSTALL 24" CML.&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND TTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NE\WORT BEACH DWG NO. STD-510-L AND STD-511-L B &---(23~NSfA~1:J-FF--sw~ER-DEfAH:=f-¾~ 0 30"x24" WELD CML.&TW STEEL REDUCER INSTALL FLANGE INSULATING KIT PER DETAIL~. SEE NOTES TO CONTRACTOR fl 2 ~ DEMOLITION/ABANDOMENT NOTES REMOVE AND DISPOSE OF INTERFERING PORTIONS OF VALVE STRUCTURE. DRILL HOLES IN BOTTOM OF EXISTING VAULT AND FILL WITH 1-SACK SLURRY PRIOR TO ABANDONMENT. REMOVE AND DISPOSE OF EXISTING MANHOLE FRAME AND COVER. CUT, REMOVE, AND DISPOSE OF ENTIRE LENGTH OF EXISTING WATER LINE PIPE WITHIN THE VAULT. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG ON WEST SIDE WITH 6" MINIMUM CONCRETE AND ABANDON IN PLACE. REMOVE AND DISPOSE OF PIPE SPOOLS AND COUPLINGS. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, AND FLANGES. CONCRETE PIPE SUPPORTS MAY BE ABANDONED IN PLACE COORDINATE DELIVERY TO SALVAGE YARD WITH CITY OF NEWPORT BEACH. 1 INSTALLED INSULATING KIT FOR CONTINUATION OF 24" PIPELINE SEE SHEET NO. 13 S14'27'13"E EJOSTING REGI.U 11lR VN_VS / VAULT SEE ABANDONMENT DETAIL THIS SHEET -_./ I I t w ---- -- STA 106+50.40 445-oo·oo· RT .&. STA 106+57.82 445-00'00" LT 63 EAST COAST HIGHWAY FERNLEAF AVENUE I-EXISTING METROPOLITAN WATER I DISTRICT 30" STEEL WATERLINE PROTECT IN PLACE ,__ SEE NOTES TO CONTRACTOR NO. 7 / EXISTING LAGUNA BEACH COUNTY WATER DISTRICT 30" STEEL WATERLINE -l- ~EXISTING 30" STEEL TEE END co~s I RUCTION STA 106+63.43 CONNECT TO EXISTING 30 WATER l PROPOSED CONNECTION POINT FOR NEW 24" CML&TW STEEL PIPE EXISTING 30-INCH PIPING SHALL BE FILLED WITH 1-SACK SLURRY PLUG AS INDICATED AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE AND FITTINGS UP TO PROPOSED CONNECTION POINT (10'± FROM EDGE OF VAULT). FERNLEAF AVENUE AND EAST COAST HIGHWAY SCALE: 1/4" = 1'-0" _ES§/ \\ 1. 2. 3. 4. 5. 6. 7. BACKFILL VAULT VOID WITH 1-SACK SLURRY. NOTES TO CONTRACTOR ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. GROUNDWATER ELEVATION IS UNKNOWN AT THIS LOCATION. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL BE REMOVED EVEN WHEN NOT SHOWN. 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. WHEN PROPOSED PIPELINE IS NEAR MWD LINE, CONTACT MWD AT LEAST TWO DAYS PRIOR TO STARTING WORK. STA. 400+00.00 N 2,166,957.6166 E 6,067,489.8017 I EXISTING 48"---:/ SEWER MANHOLE \ I \ ~~ j II II II 11 D. ~~ . ~ 00,n c:,;,, zr F~ Ill I/) X w EXISTING ~ // EXISTING INV. 108.44 \_ EX1ISTING 8" VCP '\._ N4 7"32' 46"E MODIFY EXISTING MANHOLE EXISTING ~lj JI. 86 I ,, s'~ INV. 108.41 83 J' ~t! ~t:> §i EXISTING r II ' II II ~ I @>----,--1 EXISTING 48"--- SEWER MANHOLE \ PLUGGED MANHOLE OUTLET~---~ PROPOSED INV. 108.41 FOR CONTINUATION 8" SEWER PIPELINE SEE SHEET NO. 15 I STA. 400+00.00 N 2,166,957.6166 E 6,067,489.8017 EXISTING INV. 108.44 J ---+-'--_---( ,-~XISTING B" VCP I N47"32'46"E MODIFIED MANHOLE 89 EXISTING PROPOSED RECORD DRAWING MATERIAL LIST ABANDON IN PLACE EXISTING 8" VCP SEWER AND LATERAL5. FILL WITH 1-SACK SLURRY AND PLUG ENDS WITH WATER TIGHT BRICK AND MORTAR, REMOVE AND DISPOSE OF INTERFERING PORTIONS. @ PLUG BULKHEAD OPENING WITH WATER TIGHT BRICK AND MORTAR. (@ MODIFY EXISTING BASE AND FORM NEW CHANNEL @ REMOVE AND DISPOSE OF INTERFERING PORTIONS OF 8" VCP SEWER. @ BREAK INTO MANHOLE PER SPPWC STD PLAN 208-1. EXISTING SEWER MANHOLE RE-CHANNELING SCALE: 1/2" = 1'-0" APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---+----+------------------+--------IMICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCIE 70740 Suite 20D & 10/09/14 RECORD DRAWINGS ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 DETAIL 2 CORRECTION NG CADD DESCRIPTION OF REVISIONS NO. DATE APPROVED DATE: ______ _ CHECKED: DA TE: JLB 11 30 12 SHEET OF 0 C 0 -!';, 0 (.) "O E "--N .. - -st----...... -r<) --...... 0 - en ~ "O ,.: -st-" 0 I N 0 I f-:r: en ./ Cl) en C 'ji: 0 ~ 0 "O ~ 0 (.) <I) ~ en "' en <( f-./ en w ~ ; 0 0 -st- 0 <D 0 ~ w z N ./ ::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 18 CONSTRUCTION DETAILS THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 2" AIR/VAC VALVE ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-515-L EXISTING SIDEWALK AND CURB EXISTING AC PAVEMENT BUTTERFLY VALVE. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-1 i----6" FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-500-L • • CONCRElE SADDLE TO BE THE DIAMETER OF THE VALVE BODY. LINE SADDLE WITH 1/4" THICK NEOPRENE. 1" CHAMFER VAULT FLOOR • tl::sl----{1 • EXISllNG SURFACE • . 2" TAPPED OUTLET TO BE PROVIDED BY STEEL PIPE MANUFACTURER. CML&TW S"TEEL PIPE PER CITY OF NEWPORT BEACH DWG SEE DETAIL "A" _,,,,. 1. 2. NO. STD-515-L SEE NOTE 3 I I --l++----1-++--- PLACE CEMENT MORTAR COATING PER AWWA C205 NEAR TOP OF INSULATING BUSHING. 0 3'-0" 3'-0" NOTE: (SEE NOllE 1 ) I I 6" FLANGED OUTLET, INCLUDING FITTINGS AND ISOLATION VALVE, PER CITY OF NEWPORT BEACH DWG NO. STD-525-L SEE PLANS FOR HORIZONTAi.. LOCATION OF AIR/VAC ASSEMBLY, LINE VALVE AND/OR FIRE HYDRANT FOR EACH SITE. 2-1/2"x2" REDUCING INSULATING BUSHING WRAP WITH TEFLON TAPE TO OUTSIDE THREADS OF BUSHING. SCREW BUSHING TIGHT IN COUPLING. AFTER INSERTING CORPORATION STOP BUSHING MUST BE COMPLETELY SCREWED INTO WELD-OLET. 3. WRAP THREADS OF CORPORATION WITH TEFLON TAPE. 50% LAP SCREW CORPORATION STOP FULLY INTO BUSHING AND MAKE-UP TIGHT BEFORE INSTAWNG BUSHING. 4. CONTRACTOR SHAU. PAINT CURBSIDE RED ADJACENT TO FIRE HYDRANTS PER CALIFORNIA DMV CODE 22514. TYPICAL AIR/VAC ASSEMBLY, PIPE LINING LINE VALVE AND FIRE HYDRANT CONFIGURATION NOT TO SCALE MINIMUM PLATE THICKNESS SKIDS W>· SEE NO 2 STEEL PIPE WITH 1 /2" 12· 12· INSULATOR WITH 12· D - ~ ~ /,I ~ r'", r~ ~ ......._ = = ~ ~ = = = ~ ~ ') ~ ~ ~ 3/8" MIN . t, . TOOL EXISTING CONCRETE SURFACE AND APPLY BONDING AGENT TO EXISTING CONCRETE TO BOND WITH SADDLE CONCRETE C PIPE COATING ~ b ._.._ ____ 1 'N 3'-6" SECTION C-C 3'-6" PLAN DOWEL AND EPOXY #4 REBAR 6" INTO FLOOR C j #4 0 12" EACH WAY CONCRETE PIPE SUPPORT @ NOT TO SCALE 1 8 2" AIR/VAC VALVE ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-515-L POLYETHYLENE OR ---, POLYURETHANE ROPE TYPE Fill.ER (TYP.) PIPE PER PLAN _ __, LINK-SEAL WALL SEAL --+-'--' STANDARD SERVICE NON-IN SULA TING TYPE "M" ·• ,d • : • APPLY 1" OF GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP. i--VAULT WALL WALL PENETRATION NOT TO SCALE "-18...i ADDED 2" AIR/VAC PER SHEET 11 EXISTING SURFACE EXISTING 16" MLCCSP WATERLINE EXISTING 16" MLCCSP WATERLINE 75 c:: 2'x2'x9" REINFORCED--1 CONCRETE SLAB :~ .: ~--... " ·• I L ' ' FOR CONTINUATION OF OF VENT PIPING SEE SHEET@AND@ Q§7 Q§7 ITEM 0 ® @ i-----<3 MATERIAL LIST DESCRIPTION 8" DIAMETER STAND PIPE VENT PER CITY OF NEWPORT BEACH DWG NO. STD-537-L-A 8 SCH 40 PVC 90" PUSH-ON ELBOW 8 SCH 40 PVC PIPE NOTE: SEE SHEET 15 FOR VENT PLACEMENT AIR VENT DETAIL SCALE: 1 /2" = 1 '-0" EXISTING MEDIAN~ ' 4 30" CML & TW STEEL PIPE c:: - ~--~r--E-XISTING SURFACE EXISTING TRACER WIRE 4 5 < ' "" --., 1/ -\ -- 30" CML & TW STEEL PIPE EXISTING 6" PVC FIRE HYDRANT LINE \ END SEAL (IYP) BOTH ENDS SEE NOTE 3 NOTES: 1. STEEL CASING SHALL BE ASTM A283, GRADE C, ASTM A570, GRADE 30 OR 33 OR ATM A36 UNLESS OTHERWISE NOTED. 2. 3. 4. 5. SPACING BETWEEN THE CASING INSULATORS SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS EXCEPT THAT THERE SHALL BE AT LEAST 3 CASING INSULATORS PER PIPE SECTION, ONE 12" FROM EACH JOINT AND ONE CENTERED. ADDmONALl.Y, ONE INSULATOR SHALL BE INSTALLED 12" FROM EACH END OF THE CASING. BOTH ENDS OF THE CASING BETWEEN THE CASING AND CARRIER PIPE MUST BE SEALED WATERTIGHT USING A PUU.-ON RUBBER END SEAi.. SUCH AS MODEL AC AS MANUFACTURED BY ADVANCED PRODUCTS & SYSTEMS, INC., CALPICO MODEL C, OR APPROVED EQUAL BANDS SHALL BE TYPE 316 STAINLESS STEEL CASING SHALL BE INSTALLED BY THE BORE AND JACK METHOD. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE BUTT WELDED, FUU. CIRCUMFERENCE. D ..... \_CENTER INSULATOR IN EAC H PIPE SECTION PIPE JOINT • 24 CML & TW WELDED STEEL PIPE WITH 3/8" MINIMUM PLATE THICKNESS CENTERED IN CASING 24" WELDED STEEL PIPE CENTERED IN CASING STEEL PIPE WITH 1 /2" MIN. PLATE THICKNESS MIN. I.D.= 36" SECTION D-D RECORD DRAWING STAINLESS STEEL CASING INSULATOR WITH POLYETHYLENE SKIDS. SMITH-BLAIR 800 SERIES, ADVANCE PRODUCTS & SYSTEMS, INC. MODEL SSI OR APPROVED EQUAL ALL BOLTS AND BANDS SHALL BE TYPE 304 STAINLESS STEEL OR BETTER. 38 38 38 EXISTING 6" PVC FIRE HYDRANT LINE 2'-0"± 3'-7"± 5'-3" 5'-3" 3'-7"± 2'-0"± ITEM @ @ @ @) MATERIAL LIST DESCRIPTION BUTT STRAP PER DETAIL@ REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. 16" WELD CML&TW STEEL SPOOL (LENGTH AS REQUIRED) 16" WELD CML&TW STEEL 45" BEND 1 e• WATER RECONS I RlJCTION NOT TO SCALE ITEM @ @ @ @ @ @ 74 2'-0"± 4'-0"± 10'-6"± 4'-0"± 2'-0"± MATERIAL LIST DESCRIPTION REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. 6" AWWA C-900 PVC PIPE 6" PVC COUPLING 6" MJ 45• BEND INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-E TRACER WIRE SHAU. BE REPAIRED AND PLACED PER CITY OF NEWPORT BEACH STD-550-L 6" WATER RECONSTRUCTION@ NOT TO SCALE 1 8 STEEL CASING DETAIL NOT TO SCALE _ES§/ \\ APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---+----+------------------+-----IMICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,. CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD DESCRIPTION OF REVISIONS NO. DATE APPROVED DATE: ______ _ CHECKED: DA TE: JLB 11 30 12 SHEET OF 0 C 0 -ill, 0 u -0 E a. N N .. - v -'---,,, '--0 - en ~ -0 ..= v " 0 I ,,, 0 I f-:r: en ./ Cl) en C "ji: 0 ~ 0 -0 ~ 0 u <I) ~ en "' en <( f-./ en w ~ ; 0 0 v 0 <D 0 ~ w z N ./ ::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 19 CONNECTION DETAILS THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. I EXISTING 30" GUNITE COATED STEEL PIPE TO REMAIN IN PLACE STA. 300+73.29 419"1425 RT 1 END CONSTRUCTION 30" WATER LAlERAL "A" STA. 300+78± CONNECT TO EXIST. 30" GUNITE COATED STEEL WATER MAIN INV. EL 112± I I ( -- f\.1O I ES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. 3. 4. 5. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. WAlER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. -, -, ti 'l. ..., .,; 'l. .,; ---¥-----'---f--- .... "'· .,; ..., I END CONSTRUCTION WAlER LATERAL "B" STA. 400+23± 3 CONNECT TO EXIST. 30" CML&C WAlER MAIN INV. EL 257± EXISTING 30" MLCC STEEL PIPE TO REMAIN IN PLACE 111--{24 SEE SHEET 11 FOR CONTINUATION OF 30" DOMESTIC WAlER MAIN STA. 400+18.27 4 46"03 24 RT @--- @) I·, i ••1 BEGIN CONSTRUCTION •.. ---• l· '. WATER LATERAL "B" STA. 400+00.00-\ .• 1·:·· • 30" DOMESTIC WATER MAIN STA. 72+n.71 • -. __ , - \ \ \ \ \ \ I y-=•••~so \ \ STA. 400+07.00 I 14 45"00 00 LT I I \ \ \ I 'l. .,; INSTALL 30" WELDxWELDxFLG STL TEE, SEE SHEET 11 INV. EL 257± • .... \ \ . .. . I . I _. ' : ---_----=-----+ 1/ BEGIN CONSTRUCTION '-• •._ li ___ ---t+-1-_ ------1 EXISTING 8" SS I : j < SEE SHEET 6 FOR C,ONTINµATION F 24" PIPE AND 36" CASING \ ' / ~ ., '/1/ ., 1/ NSULATING KIT 30" WATER LATERAL "A" STA. 300+00 (WEST) = 24" DOMESTIC WAlER MAIN STA. 29+87.18 SOUTHWEST) = 24" DOMESTIC WAlER MAIN STA. 99+79.12 SOUTH INSTALL 30" WELDxFLGxFLGxWEI.D TEE, 2X 2X 24"x30" FLGxWELD INCREASER (SOUTHWEST &: SOUTH) 30" FLG BUTTERFLY VALVES ~NORTH &: WEST) 24" FLG BUTTERFLY VALVES SOUTHWEST &: SOUTH) -, INV. EL 108.08 ~ I SEE SHEET 6 FOR CONTINUATION OF 30" DOMESTIC WAlER MAIN CONS I RuCTION f\.1O I ES ii.:c,v r\·i-:' n /,/,'.}RECEIVING PIT ::£:;· ''./ J . . 9 STA. 29+78.50 SEE SHEET 13 FOR CONTINUATION OF 24" DOMESTIC WAlER MAIN I I ---------_ __-STA. 29+94.00 9 WATER LATERAL •A• AND CONNEC I ION DETAIL AT EAST COAST HWY & MACARI HUR BOULEVARD SCALE: 1/8" -1'-0" RECORD DRAWING _ES§/ \\ G) INSTALL 30" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. @ INSTALL 24" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. © INSTALL 30" FLG BUTlERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L (j) INSTALL 24" FLG BUTlERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY TO VERIFY DESIGN APPROACH. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. JACK AND BORE 24" CML&:TW STEEL PIPE WITH 36" CASING (1/2" MIN PLATE THICKNESS) PER DETAILffi ~ INSTALL BUTT-STRAP PER DETAIL@. REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WI-IERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. @) CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30" STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. @ CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30" MLCC STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. REMOVE MEDIAN NOSE AND RECONSTRUCT PER CITY OF NEWPORT BEACH STANDARDS. RELOCATE SIGN POST AS DIRECTED BY CITY. WATER LATERAL •B11 AND CONNECTION DETAIL AT SAN MIGUEL DRIVE & SAN JOAQUIN HILLS ROAD SCALE: 1/4" -1'-0" APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---f------+----------------+----lMICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,. CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED DA TE: CHECKED: DA TE: -------JLB 11 30 12 \ I I \ \ I SHEET OF 0 C 0 -ill, 0 u 'O E a. N N .. - ... ---...... -,.., --...... 0 - en ~ 'O ,.: ... " 0 I ... 0 I f-:r: en ./ Cl) en C 'ji: 0 ~ 0 "O ~ 0 u <I) ~ en "' en <( f-./ en w ~ ; 0 0 ... 0 <D 0 ~ w z N ./ ::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 20 CONNECTION DETAILS THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. EXISTING 54" STORM DRAIN \V, 1 \ \;\\✓ '"~" ,.. sm, ~EGI"" CONSTRUCTIO"' ' \ 18" DOMESTIC WAlER MAIN STA. 10+.00\.00 co,-.iNECT 1TO EXISTING 18" WA lER MA!N EXISTING CURB FACE EXISTING LIP OF GUTTI:R 3 EXISTING 18" SlEEL WATERLINE S~SHEE1 4 IN EL 32± \ ~ .,,---.._&\ \ \ ,,--..J \ .,_,o,.....----\ I Y. 18" BUTlERFLY VALVE \ ~--\ \ ·, \ \ \\ \ \ ' \ I \ FOR CONSTRUCTION OF 18" \ \ \ \ PIPELINE SEE SHEET NO. 4 \ \ -------- \ I \ \ EXISTING TELEPHONE CONNECTION DETAIL AT BAYSIDE DRIVE AND CARNATION AVENUE ,-.... SCALE: 1/4" = 1'-o• .---CENTERLINE 2ND STREE FOR CONSTRUCTION OF 24" PIPELINE SIEE SHEET NO. 4 STA. 2+00.00 2ND ST. = 3 STA. 18+65.32 (CARNATION AVE) 24"x12" FLGxFLGxWELDxFLG CROSS "'""""" OAS,>TIO, A-.£ l I @ -~---EXISTING 12" WATERLINE (ACP) SEE NOlE 6 1----113 FLGxPE 1---113 FLGxPE F--Jr _-_t-_-_ _J~::::..::15::;__ _____ ...J.. 1 1 SEE NOlE 6 -UJ,-,~--EXIS. ING 12" WATERLINE (ACP) CjX)NNECTION DETAIL AT CARNATION AVENUE AND 2ND AVENUE SCALE: 1/2" = 1'-0" \ cor+.as I RUCTION ft.IQ I ES G) INSTALL 30" CML&TW SlEEL PIPE (3/8" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. EXISTING 30" STEEL WATERLINE @ INSTALL 18" CML&TW SlEEL PIPE (5/16" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. PRIOR TO SlEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. © INSTALL 30" FLG BUTlERFLY VALVE (CL 150) PER CITY OF NEVtf>ORT BEACH DWG NO. STD-510-L AND STD-511-L 0 ® @ @ @ INSTALL 24" FLG BUTlERFLY VALVE (CL 150) PER CITY OF NEVtf>ORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. INSTALL 12" FLG BUTlERFLY VALVE (CL 150) PER CITY OF NEVtf>ORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL a• FLG RESILIENT WEDGE GAlE VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L. INSTALL 12" CML&TW SlEEL PIPE (1/4" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. @ INSTALL a• CML&TW SlEEL PIPE (1/4" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. INSTALL 12" TRANSITION COUPLING INSTALL B" TRANSITION COUPLING INSTALL BUTT-STRAP PER DETAIL@. REMOVE EXISTING PIPE AND APPURlENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICAlED WITH 6" THICK MINIMUM CONCRElE AND ABANDON IN PLACE. CONTRACTOR TO FIELD WELD EXlERIOR JOINT OF BOTH SIDES OF THE EXISTING 18" CML&C SlEEL PIPE FOR A DISTANCE OF BO FEET (OR 2 JOINTS) PER DETAIL 3 ON SHEET 22. NOlE SOME PIPE SEGMENTS MAY HAVE A SlEEP GRADE. @ CONTRACTOR TO FIELD WELD EXlERIOR OR INlERIOR JOINT OF THE EXISTING 30" SlEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOlE SOME PIPE SEGMENTS MAY HAVE A SlEEP GRADE. @ SUP-ON FIELD WELDED COMPANION FLANGE (1 OR 2 AS NEEDED) ft.IQ I Ed TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. ---- FOR CONSTRUCTION OF 30" PIPELINE SIEE SHEET NO. 12 1 ------------ --SL --- ----------------- STA. 81+70.26 405"38'39" LT / ·7 7/ 25 4 -------- -------------------------l I I I --------1~ -::::---, ------I DRIVEWAY ENTRANCE HARBOR VIEW SHOPPING CENTRE I I • 2. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSIED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. CONNECTION DETAIL AT PACIFIC VIEW DRIVE ' 2 'I 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL TRAmc LOOPS, STRIPING, REFLECTORS. ETC. SHALL BE REPLACED IN KIND. 6. SNAP CUT EXISTING AC PIPE AND REMOVE INlERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW lEE/VALVE ASSEMBLY AND CONNECTING PIPE AND FlTTINGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WOTH LOCAL, STATIE, AND FEDERAL REGULATIONS. RECORD DRAWING SCALE: 1/4" = 1'-o• ~Q., FOR CONSTRUCTION OF 24" PIPELINE SIEE SHEET NO. 5 STA. 3+00.00 4TH ST. - STA. 26+07.38 (CARNATION AVE) 24"x8" FLGxFLGxWELDxFLG CROSS 7 @ CENTERLINE CARNATION AVE7 - CENlERIJNr 4TH AVE--i 17-----EXISTING 8" WATERLINE (ACP) ,r-t---,,,---;15 _J ---='----------,-7 1---;14 FLGxPE 1-----112 'b -1-----112 I ;., 1---;14 FLGxPE ~ ----=:----------'- 'i-1---!' '----{ 16 w-----EXISTING 8" WATERLINE (ACP-) - CONNECTION DETAIL AT CARNATION AVENUE AND 4TH AVENUE SCALE: 1 /2" = 1 '-o• APPROVAL RECOMMENDED: REVIEWED: _ES§/ \\ PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive 1---t------+-------------------+----lMICHAEI. J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,. CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD DESCRIPTION OF REVISIONS NO. DAlE APPROVED DAlE: ______ _ CHECKED: DA lE: JLB 11 30 12 33 --------------5\. ------------ SHEET OF 0 C 0 -ill, 0 u -0 E a. N N .. - -st----...... -r<) --...... 0 - en ~ -0 ..= -st-" 0 I LO 0 I f-:r: en ./ Cl) en C 'ji: 0 ~ 0 'O ~ 0 u <I) ~ en "' en <( f-./ en w ~ ; 0 0 -st- 0 <D 0 ~ w z N ./ ::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 21 MISCELLANEOUS DETAILS THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. MATERIAL LIST CONSTRUCT NEW CONCRElE CURB AND GUTTER PER CITY OF NEWPORT BEACH SID DWG SID-182-L @) CONSTRUCT NEW CURB ACCESS RAMP PER CITY OF NEWPORT BEACH SID DWG SID-181-L-B. @ CONSTRUCT NEW CROSS GUTTER PER CITY OF NEWPORT BEACH SID DWG SID-186-L AND THIS DETAIL STA. 4+00.00 ALLEY. = STA. 123+17 (5TH AVE) 16"x6" WEI.DxFLG TEE EXIST CONSTRUCTION JOINT JOIN EXIST PVMT (113.17) FS / EXISTING 8" WATERLINE (ACP) ,.....--......-------,....--+--.. FOR CONSTRUCTION OF 16" PIPELINE SEE 17>--..._. SHEET NO. 14 181--~-, STA. 1+04 445-0000 LT STA. 1+07 4 45°00'00" RT 19 STA. 1+09 EXISTING 6" WATERLINE (ACP) 18 L ...J I I CONNECTION DETAIL AT 5TH AVENUE AND ALLEY SCALE: 1/2" -1'-0" \..2t..- @ @) 1. 2. 3. 4. 5. 6. D JOIN EXIST CURB BEGIN NEW CURB (113.6B) TC (113.00) FS JOIN EXIST PVMT (113.07) FS JOIN EXIST CURB 60 END NEW CURB (113.BBl TC (113.22 FL 0 (_ EXISTING FLOWLINE EXIST CONSTRUCTION JOINT \ BEGIN NEW UP OF GUTIER 60 JOIN EXIST PVMT (113.39) FS \\\ 1 1 \ x\ EXISTING EDGE OF I \ \ CONCRETE GUTTER \ TO BE REMOVED s--..__ ~ANDSCAPE. ! \ AREA ~ /---------I '\ , \ i I, \ NEW LIP OF GUTTER i' I ~ ,, \ ElOSTING a/RBFACE'\' t \ \ JOIN EXIST PVMT (113.20) FS CENTER LINE OF DAHLIA AVENUE ~ 6 112.B7 FL N 2,166,956.06 E 6,067,425.01 Q ~ Q ~ 112.B1 FL 62 N 2, 166,945.86 -E 6,067,425.80 ~-\-.,..,u,,.., .., - EXISTING PAVEMENT EXISTING EDGE OF\ CONCRETE GUTTER \ EXISTING FLOWLINE JOIN EXIST FLOWUNE N 2,166,917.55 E 6,067,447.48 (112.91) FL NEW UP OF GUTTER JOIN EXIST PVMT N 2,166,919.18 E 6,067,445.48 (112.99) FS NEW UP OF GUTTER JOIN EXIST PVMT N 2,166,917.29 E 6,067,438.39 (112.74) FS ' (E>OsnNG a/RIFACE f ® H 0 112.61 FL 62 N 2,166,914.05 E 6,067,435.86 LEGEND NE-CURB v (112.9B) TC (112.BB) FS JOIN EXIST END NEW CURB 60 (113.32) TC (112.74) FS (112.56) FL JOIN EXIST PVMT N 2,166,901.83 E 6,067,436.95 (112.77) FS D LIMITS OF NEW CONCRETE GUTTER RECORD DRAWING CONS I R\JCTION NO I ES INSTALL 6" FLG RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH DWG NO. SID-510-L AND SID-511-L CROSS GUTTER AND CURB RETURN REPAIR SCALE: 1/4" = 1'-0" INSTALL 6" CML&:TW STEEL PIPE (1/4" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. SID-106-L SEE NOTE 18 ON SHEET 2. EXIs·I ING 6" WATERLINE (ACP) I r, STA. 5+04 19 INSTALL 6" TRANSITION COUPLING REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. INSTALL 16" TRANSITION COUPLING INSTALL 16" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. SID-510-L AND SID-511-L NO IE$ 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TOPROVIDE ROOM FOR NEW TEE/VALVE ASSEMBLY AND CONNECTING PIPE AND FITTINGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICUES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. ,_ __ 6" GATE VALVE 8" WATERLINE (ACP) STA. 124+68 5TH AVE 8"x6" TEE EXISTING 181--~-1 FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 STA. 5+00.00 FERNUEAF DR = STA. 124+68 (5TH AVE) 16"x6" WEI.DxFLG TEE PROPOSED CONNECTION DETAIL NEAR 5TH AVENUE AND FERNLEAF AVENUE SCALE: 1/2" = 1'-0" 24" STORM DRAIN ~-, 8" GATE VALVE 8" WATERLINE (ACP) I I 5.5'± CUTUNE EXIs· ING 24" S"ORM DRAIN ---=3 \_16" WATERLINE (ACP) 16"x8" REDUCER FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 EXISTING CONNECTION DETAIL TO EXISTING 1611 WATERLINE SCAUE: 1/4" = 1'-0" I 36 PROPOSED EXISTING 16" WATERLINE (ACP) STA. 124+82± 35 0 C 0 -ill, 0 u " E a. N N en ~ " ,.: ... " 0 I <D 0 ~ :r: ~ Cl) en C "ji: 0 ~ 0 " ~ 0 u <I) ~ (/) "' (/) --------------------------...----..... ------------------.....-----,,--------------------..... ----------------------------it _ES§/ \\ APPROVAL RECOMMENDED: PSOMAS~-~-----~~~7~~~&~-~J~ .. ~-- 3 Hutton Centre Drive l---+-----+---------------------+-----1 MICHAEL J. SINACORI, RCE 46214 Suite 200 ASSISTANT Santa Ana, CA CllY ENGINEER (714) 751-7373 Fax (714) 545-8883 .& 10/09/14 RECORD DRAWINGS NO. DAlE DESCRIPTION OF REVISIONS APPROVED DAlE: _______ _ REVIEWED: (/) w ~ ; 0 0 PATRICK ARCINIEGA, RCE 70740 ;; l----"SE"'N"'IO"'"R'-C""IVl.a.,L=-=EN"'G"'IN'""E""ER-'---+----------------------.----------1 ~ ~ w z DESIGNED: DRAYIN: NG CADD I---------<~ CHECKED: DA lE: SHEET OF ~ JLB 11 30 12 --------------------------------------------------------------------------------------------------------------------------...... ----------------------------------::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 22 MISCELLANEOUS DETAILS THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 23 SAN MIGUEL PARK VALVE RELOCATION THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. / < T T T T - - ------------------------------ t-t----t,--= 10"55 ~ . g ~ c-= . -- MEDIAN ~ ~ a"w - s-.__SEE NOlE 4 ~ ,------10"55 __ ..::...,,..__ __ 10"55 ij'. r/----";7"';__~ 10"5~---10"55 5' WIDE BIKE LANE S.A.1V 1YIJGJUEL P.ARJ< SAN MIGUEL DRIVE SAN MIGUEL PARK VALVE RELOCATION SCALE: 1" = 20' MATERIAL LIST © INSTALL 24" CML&:TW SlEEL PIPE (3/8" MINIMUM PLAlE 11-IICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. 0 INSTALL 24" FI.G BUTlERFI. Y VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. INSTALL BUTT-STRAP PER DETAIL@. INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE Will-I HMW/PE INSULATION PER 11-IERMIC WELD CONTRACTOR TO FIELD WELD EXlERIOR OR INlERIOR OF 8011-1 SIDES JOINT OF Tl-IE EXISTING 30" SlEEL PIPE FOR A DISTANCE OF 160 FEET (OR 4 JOINTS) PER DETAIL 3 ON SHEET 22. NOlE SOME PIPE SEGMENTS MAY HAVE A SlEEP GRADE. PLACE ADDITIONAi. BEDDING TO BOTTOM OF ABANDONED VAULT Fl.OCR AND COMPACT TO 95ll: RELATIVE COMPACTION. DEMOLITION NO I ES 0 REMOVE AND DISPOSE OF VALVE STRUCTURE UP TO 6 INCHES BELOW PIPE INVERT. DRILi. HOLIES IN BOTTOM OF EXISTING VAULT Fl.OCR AND ABANDON IN PLACE. " 2 GRASS SURFACE ~ = r-0 -?s.------- \_SEE DEMOLITION NOlE 1 EXISTING CONDmON LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED /AC PAVEMENT ;;r;:ntM.1HM.1'if~!l(g~ [ 24" CML&:C STEEL MAIN E -=-~--=rt I 5·-0• I EXISTING CONDmON GRASS SURFACE SECTION A-A SCALE: 3/8" = 1'-0"' 12'-4" 6" BEYOND OUTSIDE OF EXISTING VAULT WALi. (TYPICAi. BOTl-1 SIDES) 34 2 34 PROPOSED CONDmON TO AIR/VAC ASSEMBLY 3 7 2 23 24" CML&:C SlEEL MAIN 9 PROlECT IN PLACE II II II II II II II II I I 3'-0" 3'-o" PROPOSED CONDmON AC PAVEMENT 24" CML&:C STEEL MAIN PROlECT IN PLACE REMOVE AND DISPOSE OF EXISTING MANHOLE FRAME, COVER, AND VENT PIPES. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VALVES, MElERS, HANDWHEELS, LADDER AND FI.ANGES. RECORD DRAWING CONCRElE PIPE SUPPORTS MAY BE ABANDONED IN PLACE. © REMOVE AND DISPOSE OF ALL 6" VENT PIPING. "-0 I ES TO CONTRACTOR 1. WHEN PROPOSED PIPELINE IS NEAR MWD LINE, INSTALi. PER MWD STANDARDS DRAWING IN SPECIFICATIONS. CONTACT MWD (RICK BICKER OR TIM HATCH 714-577-5084) AT LIEAST TWO DAYS PRIOR TO STARTING WORK. 2. ALI. MEASUREMENTS SHOWN ARE APPROXIMAlE. CONTRACTOR TO FIELD VERIFY. 3. 4. VENT PIPING, VAULTS, GUARD POSTS, AND 011-IER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DElERMINE LIMITS IN FIELD. ALI. MASS CONCRElE SHAU. SHALL BE REMOVED EVEN WHEN NOT SHOWN. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB &: GUTlER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. _ES§/ \\ LEGEND D SAWCUT AND REMOVE EXISTING CMLIIIC STEEL PIPE SECIION B-B SCALE: 3/8" = 1'-0"' APPROVAL RECOMMENDED: REVIEWED: PSOMAS~-~-----~~~7-~~&_-~J_ .. _-- 3 Hutton Centre Drive t---t------+-------------------+----lMICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIEGA, RCE 70740 Suite 200 ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA I.:!,. CllY ENGINEER DESIGNED: DRAYIN: (714) 751-7373 Fax (714) 545-8883 ill 10/09/14 RECORD DRAWINGS NG CADD DESCRIPTION OF REVISIONS NO. DATE APPROVED DATE: ______ _ CHECKED: DA TE: JLB 11 30 12 0 C 0 -!';, 0 (.) -0 E "--N .. - -st----...... -r<) --...... 0 - en ~ -0 ..= -st-" 0 I Cl() 0 I f-:r: en ./ Cl) en C "ji: 0 ~ 0 -0 ~ 0 (.) <I) ~ en "' en <( f-./ en w ~ ; 0 0 -st- 0 <D 0 ~ w z N SHEET OF ./ ::;c W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 11011 Via Frontera, Suite C, San Diego, CA 92127 Tel. (858) 576-0226, Fax (858) 576-0004 24 CATHODIC PROTECTION SITE PLAN ANODE TEST STATION SEE DETAILS~ INSULATING JOINT SEE DETAIL@ MONITORING TEST STATION SEE DETAILS~ ~ 24" CML&TW WATER MAIN \ I CD )> ~ 0 !Tl CJ ;;o INSULATING JOINT SEE DETAIL@ mnmm [CARNATION ' .-, Ai/E - CARNATION AVE ULJc:'Jc.J LJULJWU ANODE TEST STATION -- SEE DETAILS~ ~ INSULATING JOINT SEE DETAIL@ ) AC PIPE • -0 )> Q 21 0 () 0 )> (/) -I :c - §2 30" CML&TW WATER MAIN ANODE TEST STATION SEE DETAILS~ ~ 16" CML&TW WATER MAIN MONITORING TEST STATION SEE DETAILS~ ANODE TEST STATION SEE DETAILS~ ~ MONITORING TEST STATION SEE DETAILS~ ~ APPROVAL RECOMMENDED: PSOMAS~-+-----~~ 7~-J ··- 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1---+----+-----------------+-------l MICHAB. J. SINACORI, RCE '46214 ASSISTANT CllY ENGINEER NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: ______ _ REVIEWED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAl'fN: NG CADD CHECKED: DATE: JLB 11 30 12 ,' INSULATING JOINT SEE DETAIL@ ANODE TESl'. STATION SEEDETAI ~ ~ INSULATING JOINT SEE DETAIL@ .k> <' & -A B ~ it r-,;:. ,..._ • SHEET OF W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 11011 Via Frontera, Suite C, San Diego, CA 92127 Tel. (858) 576-0226, Fax (858) 576-0004 25 CATHODIC PROTECTION DETAILS FINAL GRADE------. INSULATING JOINT TEST LEADS (UNPROTECTED SIDE UNPROTECTED SIDE OR EXISTING PIPE--' 1' MIN TYP NOTES: ,-----TO TEST STATION SEE DETAILS~ ~ ~--INSULATING JOINT TEST LEADS (PROTECTED SIDE) PROTECTED SIDE ~--DIELECTRIC INSULATING FLANGE KIT SEE DETAIL @ DO NOT APPLY PETROLATUM TAPE IF FLANGE IS LOCATED ABOVE GRADE OR IN A VAULT. INSULATING JOINT TEST STATION (IJISJ @ NOT TO SCALE 25 xxx xx+xx r LABEL WITH ---• )00( STRUCTURE NAME-+----- CONNECTION HARDWARE (TYP ~---LABEL WITH TEST STATION IDENTIFICATION "'----5" X 5" PANEL BOARD SOLDERLESS LUG CONNECTOR (TYP) WIRE IDENTIFIER ffi (TYP) SEE DETAIL @ ~-TEST LEADS MONI I O~ING TEST STATION TESTBOARD ® NOT TO SCALE 25 rFINAL GRADE TO TEST STATION SEE DETAILS~ ~ 1EST LEADS EXOTHERMIC WELD (TYP) SEE DETAIL @ MONITORING TEST STATION NOT TO SCALE TO TEST STATION SIDEWALK CURB OR EDGE OF ROAD ANODE LEAD WIRE (TYP) 20" X 20" CONCRETE COLLAR /14 REBAR HOOP (TYP)---~ COVER MARKED CP-TEST ~-CONCRETE TRAFFIC VALVE BOX TEST BOARD 1/ FINAL GRADE •- . q" •• 4" PEA GRA"8.] FLUSH MOUNTED TEST STATION ® NOT TO SCALE 25 TO TEST STATIQ1N-------~ SEE DETAILS (3\{6Vf\ ~ TEST LEAD AND DRAIN WIRE-----. FINAL GRADE ---~ ~-TEST LEAD AND DRAIN WIRE EXOTHERMIC WELD (TYP) SEE DETAIL@ EXOTHERMIC WELD (TYP) SEE DETAIL @ "'-PROJECT PIPE PREPACKAGED 3-60 lb HIGH POTENTIAL 5' (TYP) MAGNESIUM ANODES ----~ ANODE TEST STATION ~TS}PLAN ® NOT TO SCALE 25 z :2 in TOP OF ANODE BOTTOM OF p=1p=-E---' PREPACKAGED 3-60 lb HIGH POTENTIAL MAGNESIUM ANODES-~ 5' ATS SECTION NOT TO SCALE APPROVAL RECOMMENDED: PSOMASr--r--+---------,~ 7J..f}J____- 3 Hutton Centre Drive Suite 200 Santa Ano. CA (714) 751-7373 Fax (714) 545-8883 l------+----+----------------+--------lMla--tAEI. J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER NO. DAlE DESCRIPTION OF REVISIONS APPRO\oED DAlE: _____ _ ,---------5• X 5" PANEL BOARD ,-----LABEL WITH TEST STATION I DEN TI FICA TION XXX r--SOI.DERL.ESS LUG CONNECTOR (TYP) •~-CONNECTION HARDWARE (TYP) WIRE IDENTIFIER (4\ (TYP) SEE DETAIL ~ IN SULA TING JOINT TEST LEADS (PROTECTED SIDE) ~-INSULATING JOINT TEST CONNECTION HARDWARE (TYP) SHUNT FOR GALVANIC LEADS (UNPROTECTED SIDE OR EXISTING PIPE) IJ IS TEST BOARD NOT TO SCALE 5" X 5" PANEL BOARD xx+xx LABEL WITH PIPE STATION I DEN TI FICA TION ,+--LABEL AS SHOWN (TYP) r-+-SOLDERLESS LUG CONNECTOR (TYP) ANODES (TYP) --f-H'-'--.../ A--WIRE IDENTIFIER (TYP) SEE DETAIL@ REVIEWED: PA1RICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRA l'IN: NG CADD CHEO<ED: DATE: JLB 11 30 12 ANODE LEAD WIRES NUMBER AS REQUIRED ATS TEST BOARD NOT TO SCALE TEST LEAD AND DRAIN WIRE SHEET OF W-5341-S 38 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4603 TRANSMISSION PIPELINE IMPROVEMENTS CORONA DEL MAR 11011 Via Frontera, Suite C, San Diego, CA 92127 Tel. (858) 576-0226, Fax (858) 576-0004 CATHODIC PROTECTION DETAILS 26 STAINLESS STEEL NUT (lYP) ---~ STAINLESS STEEL Sl\JD----....,. STAINLESS STEEL WASHER {TYP INSULATING WASHER {TYP}----....,. INSULATING SLEE:VE------, INSULATING GASKET-'----~ DIELE.C I R1C INSULATING FLANGE KIT NOT TO SCALE BOND WIRES FLANGE ELBOW EXOTHERMIC WELD {TYP) SEE DETAIL @ JOINT BONDS NOT TO SCALE TEE ~--BOND WIRES 1 (TYP) BOND WIRES 2 (TYP) VALVE PIPE/STRUCl\JRE ,---SLEEVE ~RE ~-WELD METAL ,--DISC WIRE ~---t'IPE/STRUCl\JRE 1. FILE PIPE/STRUCl\JRE TO BARE METAL AND CLEAN SURFACE. 2. STRIP INSULATION FROM WIRE AND ATTACH SLEEVE. 3. HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR. IGNITE WITH FLINT GUN REMOVE SLAG FROM CONNECTION WITH CHIPPING HAMMER. 4. COVER CONNECTION WITH Bll\JMASTIC COATING OVER ALL EXPOSED METAL, PLACE WELD CAP OVER CONNECTION. REPAIR ALL DAMAGE TO COATING AND LINING IN ACCORDANCE WITH MFG RECOMMENDATIONS. EXOTHERMIC WELD NOT TO SCALE APPROVAL RECOMMENDED: REVIEWED: ~-----WIRE ~-----INSULATING SLEEVE xxxxx SEE SCHEDULE--../ STRUCTURE 30" STEEL WATER LINE IJ EXISllNG SIDE WATER PERMANENT NYLON MARKING TAG LABEL 30" ST 30" W LINE CURRENT TEST STATION f1 LCTS 1 WIRE IDENTIFIER NOT TO SCALE PSOMASr--r--+--------+~ 7.Lt}J___ 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 1-------l----+----------------+-------l MICHAEL J. SINACORI, RCE 46214 PAlRICK ARCINIEGA, RCE 70740 ASSISTANT SENIOR CIVIL ENGINEER CllY ENGINEER DESIGNED: DRAWN: NG CADD NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: _____ _ CHECKED: DA TE: JLB 11 30 12 SHEET OF CITY OF NE PORT BEACH PUBLIC WORKS DEPARTMENT CORONA DEL MAR TRANSMISSION MAIN PIPELINE IMPROVEMENTS NOVEMBER 2012 C-4603 .e .c ., .. C C .... I N C C >-V) " C-4603 ~ r-----~------=-----,----~-------r----------,r----,r-------,----------,---r-----------------1✓ N'PROVIJ.. RECOMIIJED: N'PROVIJ.. RECOMIIJED: RE'tDEll: CORONA DEL MAR ~ !'Huu! c.n~ DrMI M A s MIW. ~ ~Ji~:;~ PAllla< • -TRANSMISSION ~ll~L~~~~;T IMPROVEMENTS i Suite 200 MUNICIPIJ.. <ftRA llONS ASSISTANT SENOR Q\11. "' Santa Ana, CA DEPARlllENT DIREClllR arv ENGINEER DESIGNED: DRA .. , '-----i------l-------l----------1---------t---c,-T:"7--=-NE_w_P_OR_T_BEA-cH----.--w-s_34_1_s---t IE (714) 751-7373 Fax (714) 546-lal NG CADD 1, vr --'z! DAlE: \ i-3· \'2-a!ECICED: NO. DAlE DESCRIPllON OF RE\1SIONS PUBLIC WORKS DEPARTMENT SIHT 1 Of 38 -?' ,.______. _ _..... ________ ......___,.__ ________ ........._ __ '-'--'::; DAlE: /Z -~-I Z.. CllY OF NEWPORT BEACH GENERAL NOTES SHEET INDEX 1. AU. WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHAU. BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACl'S SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011. 3. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHAU. BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CAU. UNDERGROUND SERVICE ALERT 48 HOURS IN OF CONSTRUCTION ACTIVITIES AT 811. 5. 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. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. IT SHAU. BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTIVITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 6. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHAU. BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHAU. OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO SUBMITTAL OF PIPE LAYING DIAGRAMS. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. 9. THE CONTRACTOR SHAU. KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 10. CONSTRUCTION WORK HOURS SHALL BE 7: 00 AM TO 4: 30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOUDA YS, EXCEPT AS SPECIFIED WITHIN THE TRAFIFIC CONTROL PLANS AND /OR PROJECT SPECIFICATIONS. 11 . THE CONTRACTOR SHAU. COMPLY WITH ALL APPLICABLE FEDERAL, STA TE AND LOCAL SAFETY REQUIREMENTS. 12. AU. WORK SHAU. COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 13. TRAFFIC CONTROL WITHIN THE PUBLIC STREET RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THESE CONTRACT DRAWING TRAFIFIC CONTROL PLANS. THE CONTRACTOR SHAU. PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFIFIC CONTROL AND PAVEMENT MARKINGS. 14. BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE RE-EST AB LI SHED AND REPLACED AT CONTRACTOR'S EXPENSE BY A STA TE OF CALIFORNIA LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. 15. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFIFIC CONTROL PLANS PRIOR TO FINAL SU BM ITT AL OF PIPE LA YING DIAGRAMS FOR STEEL PIPE. 16. STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE OF THE PIPE. STATIONS SHOWN ARE VIERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. DISTANCES SHOWN IN PROFILES AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 17. WATER MAINS SHALL HAVE A 48" MINIMUM DEPTH OF COVIER UNLESS OTHERWISE NOTED ON THE PLANS. 18. ALL WATER PIPE SHALL BE INSTALLED PER TRENCH SECTION SHOWN IN CITY OF NEWPORT BEACH STANDARD DRAWING STD-106-L MODIFY PIPE BEDDING TO 12" BELOW PIPE INVIERT AND 90,r; RELATIVE COMPACTION. 19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, BOLTS AND WASHERS. NON-INSULATING GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED, BUNA-N RUBBER. INSULATING GASKETS MATERIALS SHALL BE PER DETAIL 1, SHEET 26. ALL BARE (NON-COATED) METAWC SURFACES SHALL BE WRAPPED WITH WAX TAPE PER SPECIFICATIONS SECTION 209-3.5.5 AND CORROSION PROTECTION SPECIFICATION SECTION 13110.3.8. BOND ALL BURIED NON-INSULATING MECHANICAL PIPE CONNECTIONS (I.E. COUPLINGS, FLANGES, VALVES, ECT.) PER DETAIL 2 SHEET 26. 20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HA VE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL PIPE HARNESS ASSEMBLIES, VAL VE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHAU. BE WRAPPED WITH WAX TAPE PER SPECIFICATION SECTION 13110.3.8. 21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHAU. BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH APPROPRIATE SPECIFICATIONS. 23. ALL EXPOSED CONCRETE SURF ACES SHAU. CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 24. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 25. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 26. ALL LANDSCAPING AND GRASS AREAS SHAU. BE RESTORED TO ITS ORIGINAL CONDITION. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 27. AU. CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 28. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHAU. BE SAWCUT TO THE NEAREST TRANSVIERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVIER THE AREA. AU. EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 29. AU. P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL AU. DEBRIS CREATED BY THE REMOVAL OPERATIONS SHAU. BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 30. TRAFFIC CONTROL SHAU. CONFORM TO THE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED IN THESE PLANS. 31 . THE CONTRACTOR SHALL MAKE EVIERY EFFORT TO PROVIDE FOR SMOOTH TRAFIFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 32. ALL TRAFFIC SIGNAL CONDUIT AND LOOPS HAVE NOT BEEN SHOWN ON THESE PLANS. CONTRACTOR TO DETERMINE LOCATION OF AU. IMPACTED FACILITIES AND REPLACE AU. TRAFIFIC SIGNAL CONDUITS AND LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION. 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC, STRIPING, MARKER AND MARKINGS, TRAFIFIC SIGNAL DETECTOR LOOPS, STREET LIGHT CONDUIT5, STRUCTURES, TREES, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, CITY OF NEWPORT BEACH, THE ENGINEER, UTILITY COMPANY OR PROPERTY OWNER. 34. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. AU. RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. 35. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HA \/ING JURISDICTION OVIER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT AU. TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR SHAU. HA VE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 36. AT THE END . OF EACH WORK DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHAU. REMOVE AU. EQUIPMENT, VEHICLES, MATERIAL, TRAFIFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 37. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO ALL LANES OF TRAFFIC CAN OPEN UP. STEEL PLATE SHAU. BE TACKED DOWN AND SPIKED AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULA TORY AGENCY. 38. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS. THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTAU. STEEL PLATES OVIER THE MONITORING WELLS TO PROTECT THEM. 39. CONTRACTOR SHAU. ADJUST CITY UTILITIES (I.E. WATER VAULTS, WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. 40. DIRECTION OF SEWER FLOW SHAU. BE MAINTAINED IN PIPE UNLESS OTHERWISE NOTED. 41. ALL SEWER LINES CONSTRUCTED TO PUBLIC STANDARDS SHALL BE EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) WITH COMPRESSION JOINTS UNLESS SPECIFIED OTHERWISE IN THESE PLANS. 42. THE CONTRACTOR SHALL CHECK THE FLOW LINE ELEVATION OF EXISTING JUNCTURE AGAINST CONTROL PROVIDED PRIOR TO CONSTRUCTION. IF THE EXISTING SEWER FLOW LINE VARIES FROM THE PLAN ELEVATIONS BY MORE THAN ±0.10'. NOTIFY THE CITY IMMEDIATELY TO ADJUST THE GRADES BETWEEN THE JUNCTURE AND THE NEXT UPSTREAM MANHOLE. 43. THE CONTRACTOR SHALL SUBMIT A SHORING AS REQUIRED PER SECTION 7-10.4.1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION AND PER RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 44. THE GEOTECHNICAL REPORT FOR THE PROJECT WAS COMPLETED BY HUSHMAND ASSOCIATES INC. AND IS PROVIDED IN THE APPENDIX OF THE CONTRACT DOCUMENTS. SHT. NO. DESCRIPTION OJ 0 0 [TI 0 0 0 0 0 ~ @] @] @] ~ @] ~ ~ ~ ~ ~ ~ ~ § ~ ~ ~ ~ ~ ~ ~ @TI §] §] ~ ~ ~ ~ ~ TITLE SHEET CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP AND VICINITY MAP STANDARD SYMBOLS, ABBREVIATIONS, CONSTRUCTION NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY, DISCLAIMER, BASIS OF BEARINGS AND BENCHMARK CARNATION AVE -18" /24" WTM PLAN AND PROFILE -STA. 10+00.00 TO STA. 19+00.00 CARNATION AVE -24" WTM PLAN AND PROFILE -STA. 19+00.00 TO STA. 28+00.00 CARNATION AVE/MACARTHUR BLVD -24" /30" WTM PLAN AND PROFILE -STA. 28+00.00 TO STA. 37+00.00 MACARTHUR BLVD -30" WTM PLAN AND PROFILE -STA. 37+00.00 TO STA. 46+00.00 MACARTHUR BLVD -30" WTM PLAN AND PROFILE -STA. 46+00.00 TO STA. 55+00.00 MACARTHUR BLVD/SAN MIGUEL DR -30" WTM PLAN AND PROFILE -STA. 55+00.00 TO STA. 64+00.00 SAN MIGUEL DR -30" WTM PLAN AND PROFILE -STA. 64+00.00 TO STA. 72+00.00 SAN MIGUEL DR -30" WTM PLAN AND PROFILE -STA. 72+00.00 TO STA. 78+00.00 SAN MIGUEL DR/PACIFIC VIEW DR -30" WTM PLAN AND PROFILE -STA. 78+00.00 TO STA. 82+00± EAST COAST HWY -24" WTM PLAN AND PROFILE -STA. 99+97.12 TO STA. 106+63± DAHLIA/5TH AVE. -16" WTM PLAN AND PROFILE -STA. 120+00.00 TO STA. 124+82± DAHLIA AVE - 8" SEWER PIPELINE PLAN AND PROFILE -STA. 400+00.00 TO 400+69.99 REGULATOR VALVE VAULT PLAN AND SECTION DEMOLITION, CONSTRUCTION, CONNECTION AND SEWER MANHOLE RE-CHANNELING DETAILS CONSTRUCTION DETAILS CONNECTION DETAILS CONNECTION DETAILS MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS SAN MIGUEL PARK VALVE RELOCATION CORROSION PROTECTION SITE PLAN CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS TRAFFIC HANDLING PLAINS -TITLE SHEET, GENERAL NOTES AND INDEX MAP TRAFFIC HANDLING PLANS -STAGES 1, 2, 3 AND 4 TRAFFIC HANDLING PLAINS -STAGES 5 AND 6 TRAFFIC HANDLING PLAINS -STAGES 7 AND 8 TRAFIFIC HANDLING PLAINS -STAGES 9, 10 AND 11 TRAFIFIC HANDLING PLANS -STAGE 12 TRAFFIC HANDLING PLAINS -STAGES 13 TRAFFIC HANDLING PLAINS -STAGES 13 TRAFFIC HANDLING PLANS -STAGE 14 TRAFIFIC HANDLING PLANS -STAGE 15 TRAFFIC HANDLING PLANS -STAGES 16 TRAFFIC HANDLING PLAINS -DETOUR PLANS PUBLIC AGENCIES AND UTILmES CITY OF NEWPORT BEACH (UTILITIES) (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) AT&T DISTRIBUTION (714) 666-5503 AT&T TRANSMISSION (TCG) (213) 787-0212 COX COMMUNICATIONS (949) 546-2810 0 -INDICATES SHEET NUMBER SHEET INDEX MAP CITY OF COSTA MESA JOHN WAYNE AIRPORT c,"' '°& 3' o,,, CITY OF IRVINE # NOT TO SCALE NOT TO SCALE e .c 00 • C 0 "" E 0 <D 0 r- o> ~ ELLER MEDIA COMPANY (310) 755-7225 P "" A~C v v LAGUNA BEACH COUNTY WATER DISTRICT (949) 494-1041 OctAN b I METROPOLITAN WATER DISTRICT (213) 217-6679 2j (RICK BICKER OR TIM HATCH) (714) 577-5084 ,'-:r: NEXTG NETWORKS, INC. (408) 954-1580 '.'.!-VJ >- ORANGE COUNTY SANITATION (714) 593-7333 t::i :r: SOUTHERN CALIFORNIA EDISON (626) 302-1212 '.'.!-c SOUTHERN CALIFORNIA GAS (714) 634-3217 PROJECT LOCATION fil 0 TIME WARNER CABLE (888) 892-2253 VICINllY MAP g VIERIZON (714) 375-6700 5 VJ "' r-------r ___________ u_N_DE_R_GTRo_u_N_DrSE_R_VI_CE_A_LER,T _____________ s_11 __ ,--r:::-:-----=:-:-:::--:---r--------------r-------------------~C~-4~6~0'.::3~? APPROVAL RECOMMENDED: REVIEl',fll: VJ CORONA DEL MAR ~ 3 Hutton Centre Drive Suite 200 Santo Ano, CA (714) 751-7373 Fa x (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS 7~L- MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER APPROVED DATE: l'J.·~· ('1--- < TRANSMISSION PIPELINE IMPROVEMENTS J 0 PATRICK ARONI A CE 70740 CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, ;j' SENIOR CIVIL N~NEER PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP AND VICINITY MAP o t-:D;:;E:;;Sl;;;GN:;;E';;'D:"'""''-'r;;;DR:::A-:::WN::',=-+------------__;_ _______ ..,::....::.......::..::.::......::......::......---1 ~ CITY OF NEWPORT BEACH W-5341-S w f----------1 z PUBLIC WORKS DEPARTMENT SHEET 2 OF 38 _'.::!-:::, NG CADD CHECKED: DA TE: JLB 11 30 12 STANDARD SYMBOLS ------------- -----w--- -----RW---- ------s-- -----TV ---- -----G-- -------HPG - --== so·---- -----T ---- -----FO - ----t-- FM ------------ -_/.t /.J._ /, ~-------~ ~ -------,□ IJ @----◄ 0 ~---.... -0 ------J - ) @ s ':f -. ----= :J CENTERLINE PROPOSED WATER LINE-SIZE AS INDICATED EXISTING WATER LINE-SIZE AS INDICATED EXISTING RECYCLED WATER LINE-SIZE AS INDICATED PROPOSED SEWER LINE-SIZE AS INDICATED EXISTING SEWER LINE-SIZE AS INDICATED EXISTING UNDERGROUND T. V. CABLE EXISTING GAS LINE-SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE-SIZE AS INDICATED EXISTING STORM DRAIN-SIZE AS INDICA TEO EXISTING TELEPHONE CONDUIT EXISTING FIBER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN-SIZE AS INDICA TEO EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT {E.P.) PROPOSED WATER VAI..VE EXISTING WATER VALVE PROPOSED FIRE HYDRANT {F.H.) EXISTING FIRE HYDRANT (F.H.) PROPOSED WATER SERVICE RECONNECTION EXISTING WATER METER {W.M.) -SINGLE EXISTING WATER METER {W.M.) -DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VAI..VE EXISTING AIR RELEASE AND VACUUM RELIEF VAI..VE EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATION EXISTING CATHODIC TEST STATION EXISTING CATCH BASIN {C.B.) PROPOSED MANHOLE {M.H.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAi.. OR TELEPHONE VAULT EXISTING POWER POLE EXISTING SURVEY MONUMENT EXISTING FENCE UTILITY POTHOLE LOCATION EXISTING TREE EXISTING SHRUBS PROPOSED PIPE ENCASEMENT -TYPE AS INDICATED EXISTING PIPE ENCASEMENT -TYPE AS INDICATED (r'--,------DENOTES DETAIL NUMBER ~ DENOTES SHEET NUMBER BASIS OF BEARINGS: HORIZONTAi.. CONTROL IS BASED ON THE CALIFORNIA SPATIAi.. REFERENCE CENTER CONTINUOUSLY OPERATING REPORTING STATIONS {CORS 2007.00 EPOCH). THE BASIS OF BEARINGS FOR THIS PROJECT IS THE GRID BEARING OF NORTH N81 "37'17"E AS MEASURED BETWEEN CORS "FVPK" AND "M.PK" ON MARCH 21, 2011 . COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6. BENCHMARK: VERT CONTROL IS BASED ON THE COUNTY OF ORANGE DEPT OF PUBLIC WORKS VERT NETWORK {NAVDBB, 1995 ADJUSTMENT) A TOTAL OF THREE OCS BENCHMARKS WERE USED TO VERTICALLY CONTROL THIS PROJECT: 1. BM 3K-28A-68, FD 3.75" ALUM DISK STAMPED 3K-28A-68 SET IN SE'LY COR OF CB AT NE'L Y COR BAYSIDE DR & CARNATION A VE. 2. BM JK-55-99, FD 3.75" ALUM DISK STAMPED JK-55-99 SET IN NW'LY COR OF CB AT NE'LY COR MACARTHUR & HARBOR VIEW. 3. BM 3S-45-99, FD 3.75" ALUM DISK STAMPED 3S-45-99 SET IN N'LY COR OF CB AT E'L Y COR MACARTHUR & SAN JOAQUIN HILLS RD. ABBREVIATIONS ABAND ABANDONED MH AB AGGREGATE BASE MIN AC ASPHALT CONCRETE OR ASBESTOS CEMENT MJ ACP ASBESTOS CEMENT PIPE MLCCSP ANSI AMERICAN NATIONAL STANDARDS INSTITUTE M'Ml AV AIR RELEASE & VACUUM RELIEF VALVE N AWWA AMERICAN WATER WORKS ASSOCIATION NE BC BEGIN CURVE NW BCR BEGIN CURB RETURN NO BF BLIND FLANGE NTS BFV BUTTERFLY VALVE oc BLK BLOCK OCSD BM BENCHMARK OD CB CATCH BASIN PE CCP CONCRETE CYLINDER PIPE PCC CIP CAST IRON PIPE It {PL) CL CLASS PH CML&C CEMENT-MORTAR LINED & COATED pp CML&TW CEMENT-MORTAR LINED & TAPE WRAPPED PO CNB CITY OF NEWPORT BEACH PSI CONC CONCRETE PVC CONT CONTINUOUS PVMT CP CATHODIC PROTECTION R (RAD) CPLG COUPLING REBAR 't(CL) CENTERLINE REQO DIA DIAMETER RT DI DUCTILE IRON RW DIP DUCTILE IRON PIPE R/W DWG DRAWING s E EAST SCE EC END CURVE sco EL ELEVATION SCH ENGR ENGINEER SD ETC ETCETERA SE EXIST (EX) EXISTING SHT FL FLOWUNE SPEC F (FLG) FLANGE SPPWC FG FINISHED GRADE ss FH FIRE HYDRANT SSPWC FT FEET G GAS STA GALV GALVANIZED STL GB GRADE BREAK SW GNV GROUND NOT VISIBLE THK GV GATE VALVE TC HMWPE HIGH MOLECULAR WEIGHT POLYETHYLENE TEL HORIZ HORIZONTAL TS ID INSIDE DIAMETER TYP INV INVERT UG INSUL INSULATED VERT IP IRON PIPE w IRR IRRIGATION WM LF LINEAR FEET WTM LT LEFT W.W.M. MAX MAXIMUM 4 MANHOLE MINIMUM MECHANICAi.. JOINT MORTAR LINED CONCRETE CYLINDER STEEL PIPE METROPOLITAN WATER DISTRICT NORTH NORTHEAST NORTHWEST NUMBER NOT TO SCALE ON CENTER ORANGE COUNTY SANITATION DISTRICT OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POT HOLE POWER POLE PUSH-ON POUNDS PER SQUARE INCH (PRESSURE) POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING STEEL REQUIRED RIGHT RECYCLED WATER/RESILIENT WEDGE RIGHT-OF-WAY SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON SEWER CLEANOUT SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUTH EAST SHEET SPECIFICATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAINLESS STEEL, SANITARY SEWER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STATION STEEL SOUTHWEST THICK TOP OF CURB TELEPHONE TRAFFIC SIGNAL {CONDUIT/CABLE) TYPICAL UNDERGROUND VERTICAL WEST OR DOMESTIC WATER WATER METER WATER TRANSMISSION MAIN WELDED WIRE MESH ANGLE CONSTRUCTION NOTES CD INSTALL 30" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 24" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 18" CML&TW STEEL PIPE (5/16" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 16" CML&TW STEEL PIPE (5/16" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. ® INSTALL 30• FLG BUTTERFLY VAI..VE {CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L 0 ® 0 @) INSTALL 24" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY TO VERIFY DESIGN APPROACH. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ . INSTALL 18" FLG BUTTERFLY VAI..VE {CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L @ INSTALL 12• FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L @ INSTALL 8" FLG RESILIENT WEDGE GA TE V Al.. VE PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L @ INSTALL 12" CML&TW STEEL PIPE (1/4" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 1B ON SHEET 2 @ INSTALL 8" CML&TW STEEL PIPE (1/4" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 12• TRANSITION COUPLING INSTALL 8" TRANSITION COUPLING INSTALL 6" FLG RESILIENT WEDGE GATE VAI..VE PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L @ INSTALL 6" CML&TW STEEL PIPE {1/4" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 6" TRANSITION COUPLING REMOVE PIPE AS REQUIRED TO INSTALL 1B" DI BLIND FLANGE AT CONNECTION POINT. ABANDON IN PLACE EXISTING WATERLINE. CAP AND FILL PIPE WITH I-SACK SLURRY. JACK AND BORE 24" CML&TW STEEL PIPE WITH 36" CASING (1 /2" MIN PLATE THICKNESS) PER DETAILffi '1Y INSTALL BUTT-STRAP PER DETAIL@. REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH I-SACK SLURRY, PWG WI-IERE INDICA TEO WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. @ REMOVE AND DISPOSE OF EXISTING 8" WATER MAIN AND REPLACE WITH NEW 16" CML&TW STEEL PIPE. RECONNECT EXISTING SERVICE OR FIRE HYDRANT. INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD CONTRACTOR TO FIELD WELD EXTERIOR JOINT OF BOTH SIDES OF THE EXISTING 18" CML&C STEEL PIPE FOR A DISTANCE OF 80 FEET {OR 2 JOINTS) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR OF BOTH SIDES JOINT OF THE EXISTING 30• STEEL PIPE FOR A DISTANCE OF 160 FEET (OR 4 JOINTS) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HA VE A STEEP GRADE. CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30" STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30• MLCC STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30" STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. PLACE ADDITIONAL BEDDING TO BOTTOM OF ABANDONED VAULT FLOOR AND COMPACT TO 95:1: RELATIVE COMPACTION. INSTALL 16" TRANSITION COUPLING INSTALL 16" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L SUP-ON FIELD WELDED COMPANION FLANGE (1 OR 2 AS NEEDED) 16" WELD CML&TW STEEL SPOOL {LENGTH AS REQUIRED) 16" WELD CML&TW STEEL 45• BEND @ ® @ @ @ @ @ @ @ @ @ ® @ @ @) @ @) @) @ @) @ 24"x16" WELD CML&TW STEEL REDUCER 16" WELDxFLG CML&TW STEEL 45" BEND 16" WELDxFLGxFLG CML&TW STEEL TEE 16"x12" FLGxWELDxWELD CML&TW STEEL TEE 1s·x12· FLG CML STEEL TEE 16" FLG CML&C STEEL SPOOL (LENGTH AS REQUIRED) (SEE NOTES TO CONTRACTOR fl) 16" FLG CML STEEL SPOOL {LENGTH AS SHOWN). SHIP ONE FLANGE LOOSE TO FACILITATE FIELD FIT AND WELDING 16" FLGxVICTAULIC CML STEEL SPOOL (LENGTH • 12") 16" FLGxVICTAULIC CML STEEL SPOOL {LENGTH AS REQUIRED) 12" FLG CML STEEL SPOOL (LENGTH AS SHOWN). SHIP ONE FLANGE LOOSE TO FACILITATE FIELD FIT AND WELDING 12" FLG CML STEEL 90" BEND 12• FLGxVICTAULIC CML STEEL SPOOL {LENGTH AS REQUIRED) 12" FLG CML&TW STEEL SPOOL (LENGTH AS REQUIRED) {SEE NOTES TO CONTRACTOR fl) 12" WELD CML&TW STEEL 90" BEND 12• WELD CML&TW STEEL SPOOL {LENGTH AS SHOWN) 12• WELDxFLG CML&TW STEEL SPOOL (LENGTH AS SHOWN) PIPE SUPPORT ASSEMBLY PER CITY OF NEWPORT BEACH STD DWG NO. STD-522-L CONCRETE PIPE SUPPORT PER DETAIL@ . PIPE PENETRATION THROUGH VAULT WALL PER DETAIL@. 12" OF ENGINEERED FILL COMPACTED TO 90:1: RELATIVE COMPACTION PER ASTM D1557. CONSTRUCT NEW CONCRETE CURB AND GUTTER PER CITY OF NEWPORT BEACH STD DWG STD-182-L @) CONSTRUCT NEW CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD DWG STD-181-L-B. @) @ @ @ @ @) @ @ @ ® @ @ @ @ @ ® @ @ @ @) @) @ @ @ @ @ @) @ CONSTRUCT NEW SPECIAL CROSS GUTTER PER CITY OF NEWPORT BEACH STD DWG STD-186-L 30"x24" WELD CML&TW STEEL REDUCER INSTALL FLANGE INSULATING KIT PER DETAIL@. SEE NOTES TO CONTRACTOR f12 4• PVC PIPE CAPPED THROUGH VAULT WALL FOR FUTURE ELECTRICAL CONCRETE ENCASEMENT PER DETAIL@ . 16" STEEL POTABLE WATER LINE RECONSTRUCTION SEE DETAIL @. s• FIRE HYDRANT RECONSTRUCTION SEE DETAIL@ . CONCRETE BLANKET PER SSPWC STD PLAN 224-1. REMOVE MEDIAN NOSE AND RECONSTRUCT PER CITY OF NEWPORT BEACH STANDARDS. RELOCATE SIGN POST AS DIRECTED BY CITY. NOT USED NOT USED REMOVE MEDIAN, REPLACE WITH AC PAVEMENT AND PAINTED MEDIAN PER CITY OF NEWPORT BEACH DWG NO. STD-105-L 6" AWWA C-900 PVC PIPE 6" PVC COUPLING 6" MJ 45· BEND INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-E TRACER WIRE SHALL BE REPAIRED AND PLACED PER CITY OF NEWPORT BEACH STD-550-L NOT USED INSTALL 8" EXTRA-STRENGTH VCP PER CITY OF NEWPORT BEACH DWG NO. STD-106-L BREAK INTO EXISTING MANHOLE AND RE-CHANNEL BASE PER DETAIL@. CONSTRUCT 48" DIA MANHOLE PER CITY OF NEWPORT BEACH STD DWG NO. STD-401-L. CONNECT TO EXISTING 8" SEWER USING AN 8" BAND SEAL SEWER REPAIR COUPLING. MANHOLE INVERT ELEVATIONS TO BE AS SHOWN ON PLANS. ABANDON IN PLACE EXISTING e· VCP SEWER AND s· LATERALS. FILL WITH 1-SACK SLURRY AND PLUG ENDS WITH WATER TIGHT BRICK AND MORTAR, REMOVE AND DISPOSE OF INTERFERING PORTIONS. REMOVE EXISTING MANHOLE AND BASE AND DISPOSE OF RUBBLE OFFSITE INSTALL s· SEWER LA TERAI.. CONNECTION TYPE "B" AND FITTINGS AS REQUIRED PER CITY OF NEWPORT BEACH STD DWG NO. STD-407-L PLUG BULKHEAD OPENING WITH WATER TIGHT BRICK AND MORTAR. MODIFY EXISTING BASE AND FORM NEW CHANNEL REMOVE AND DISPOSE OF INTERFERING PORTIONS OF 8" VCP SEWER. BREAK INTO MANHOLE PER SPPWC STD PLAN 208-1. INSTALL SEWER LATERAi.. WITH CLEANOUT PER CITY OF NEWPORT BEACH STD DWG NO. STD-406-L "' ~ " .; .,. r--0 I "' '-' I f-:r: '.;)- ~ w w :r: '.;)- C "' m V 0 I a C 5-@) INSTALL SEWER MAIN TERMINAL CLEANOUT PER CITY OF NEWPORT BEACH !Q STD DWG NO. STD-400-L C-4603 V) .---------r---------------r---r----,------------------,---,----------.-------------,,----------------------------t; APPROVAL RECOMMENDED: RE"1E\\£D: CORONA DEL MAR ~ PSOMAS 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION Of RE"1SIDNS 7~J___ ~;·:•,.-A,I TRANSMISSION PIPELINE IMPROVEMENTS i STANDARD SYMBOLS, ABBREVIATIONS, CONSTRUCTION NOTES, NOTICE TO .; MICHAEL J. SINACORI, RCE 46214 PATRICK ARaNI~~, RCE 7o740 CONTRACTOR, JOB SITE SAFETY, DISCLAIMER, BASIS OF BEARINGS, AND BENCHMARK o ASSISTANT SENIOR CML ENGINEER 8 CITY ENGINEER DESIGNED: NG DRAIIN: GADD CITY OF NEWPORT BEACH W-5341-S ~ t---------t/;j APPR0"1ED DA 1£: If-• '.$· ) 1-CHECKED: JLB DATE:11 130 112 PUBLIC WORKS DEPARTMENT SHEET 3 OF 38 ,,.-L------------------------------------------.L..------....L--------------'-....L----'----------------_._ __ ....._ _______ ___. ___ -=._____.="-"'.._ _________________ ..._ _____ .... ::e CONSTRUC 62 LF OF 18" CML& " STEEL (5/1f" MIN. PLATE THICKNE S) 1---------l--+P/ n .,, JOIN TS)~ !:: LF or24" C ~c&--iw-sTEEL PIP1 }NEI. D ALL- (f4iZ -, S•Q.0006 t:' ,.,-PH 6-[/ 8 ± "': ~ ~ ~ > ~ > ~ .... > > • -0) ·.------I =. / _,,. e... ------.... o I------~!!-~-----_,,. ,-• . - ii; / _,,.,.,-~ S•0.0014 j!_lr-: Ii; z • l-------'~-l---------+--------+----------1-___ _L_ __ -,,.,..c:~:..____,.Q&'i~li~'.:.._++--.::==:..:__:_------1,.",--,;,-+-+-----___,<';.::··---l-------=;___---I------------II-------------I ~· : .. , ... ,-------1 l----60----ri-'-l----------+----------1--------:,-4/:...__-b,~7::....,,...q.,~,.<;?~'~----l'l!l~·-+------s-li ~!l!l--1-------oo~Z---+----------+----------+----------+v~•-;-"'11wr---68---I 1-------Ll-l----------+----------l------,,,.--'---/"'--b~~.,)l~•~:P' ___ ---'8Ql---l--------i'+1•.q c ~_!ll·' 1-<~~l-+----------l----------+----------l------------l~~-v.in1-____ -I -/ / .,,_ V--~ . -11 d d _ / • --=l--1Jci------1 I -------(!~-H ----------+---------+-~/,,_ __ ---:;,,.:./c::.._,_,"1../4G,,l:,-::-'_'~+--!l!I 'i' ~ , :J: 0 :J: ,,, _ _,;:-;,.,,._ ____ ___, .-m ~r -~ '° -co *V> / / ./"' l--------=---w-1----------+------------,,...F----,.,-f"--/-'-------l-----l_Sl------<,F.-l--------c<._: > ~ :s.+---------+----------1----------+-----------H _l-_c)--------l d a-> U'J~ (/)~ 1---------1-------------1--------___,.-::__ l--._,.,,'--..-1"'-------+---<+"I:.,"'~ ----...,ool;!;-t--------"-'+~-=~r-----------t------------t----------t-----------1-,__... ..... -------1 / / ./ ._ ______ __, __ ---~;------1-1-----~.L:.---7"1,,_7"!".:.....-f------+--~,,;-------+---------+---------+---------+----------+-----------l-~>-------l ~ ~ -co ------/./ / / ,__ ______ __,_____ . ~ If, VJ ,cy ;:. > ~ •-z ----- / ./c). ~ ---/ ./ ~ 0.121.o_ _,,.,.,-----c. ~~ ' ~ "' (5 I I 1.,-/ s-"' "' g - -Pi < :,: 00 -(!. . 0 ,:;: 1---------!Q-_I-.J.--"'--~~~l:I ._'l,,v ST • 10+90.00 GB a, r;; -"· , ~ c:r IN • 36.60 + re l--------2-~,.-l--/.-l--"'·-l----+----+-------.a-1;----l----------+----------+----------+-----------t-----------1----------+----------"T,<lz---- l-------~ ~ .. :~--___ STA. 10+61 75 GB -;;: :< :,: 00 -,,, d INV. 33.18 ~'~ ,__ ______ j!. > .::7 STA. 10+30.00 GB oo - -\0 INV. 29.83 10+00 SCALE: 1"•40' I I '" 11+00 BEGIN CONSTRUCTION STA. 10+00.00 CONNECT TO EXISTING 18" WA TERMAIN PER DETAIL ffi 'W 12+00 C:.TA. 10+55.00 9 BEGOJY/A PAR}< I O ss ' STA. 10+58~10 A 13+00 8" s l I I I /V <1 .Q- I L I I 1 -1-i:/sc! r, [/., 1/ '/ "'·/_ I /_ ---I S~/ ;'. /i ,..... 1 / I t fl 1 "'11 STA. 11+61 .27 BC '--._,-., STA. 13+40.97 EC BAYSIDE DRIVE 3 14+00 15+00 24" DOMESTIC WATER MAIN \ /_ ~ 1ST AVENU: I CARNATION AVENUE 16+00 17+00 2 J T . 15+1 >.76 1 1"00'3 RT 7J- , - '-~ V /LJ ~ , 7 r' 1J -, , " 18+00 2NDAVENUE 9 STA. 18+25.00 STA. 18+65.32 9 CONNECT TO EXISTING 12" WATERMAIN SEE DETAIL@ 9 STA. 18+87.00 - 19+00 SCALE: HORIZ: 1•=40• VERT: 1·-a· ® @ ® ® @) 1. 2. 3. 4. 5. 6. CONS I RIJCTION NOTES INSTALL 24" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) ANO FITTINGS. INSTALL PER CITY Of NEIW'ORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 18" CML&TW STEEL PIPE (5/16" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY Of NE\W'ORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ INSTALL 18" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NE\W'ORT BEACH DWG NO. STD-510-L AND STD-511-L NOTES TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH, LOCATION, ANO 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER Of 48" BELOW FINISHED SURF ACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFl£CTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENT" POTHOLE NUMBER Of POTHOLE REPORT LOCATED IN THE APPENDIX Of SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. .c w V C 0 -a<, E 0 "' -" -a. >'--I Cf) / r,i w w I '.;), C O> w V 0 I 0 C ;o-- (f) " C-4603 ~ .--------.----------------,---,-----,-------------------,-----,,-----------.----------r---------------------------1/ APPROVAL RECOMMENDED: REVIE\1£D: CfJ 9v1<oFEss,~ CORONA DEL MAR ~ 4~~" L ~i P s o M A s 1---+---+-----------+---l 7 ~-L-~a.-. ,,,_;, TRANSMISSION PIPELINE IMPROVEMENTS i " .. 7 3 Hutton Centre Drive t---t-----t------------------t-----lMICHAEL J SI COR RCE ARCINIE A RCE 70740 CARNATION AVENUE· 18"/24" WTM PLAN AND PROFILE .,. ',ti, 1 ' NA I, 46214 PAlRI CK ,j STA. 10+00.00 TO STA. 19+00.00 ° ,:.,_ 14 Suite 200 ASSISTANT SENIOR CIVIL NGINEER "' * ~"' c,v,1.,,-$~ Santa Ana, CA CITY ENGINEER I-D--E--s1"'GNe.,E="o,"-""-'r:D~RA.:.:aWN:::.::,: "'----+------------------~-W--5-3_4_1 _S--l ~ NO. DESCRIPTION DELTA RADIUS LENGTH TANGENT "a-c,,1.,~Z (714) 751-7373 Fox (714) 545-8883 NG CADD CITY OF NEWPORT BEACH --~ L.. _____________________ __._._A...._._2_4._P_IP_EL_IN_E..._3_3_·o_o_·o_o_·...__3_12_.o_o_·_,__11_9_.1_0_• ..... _9_2_.4_2·_..._ _______ _._ _____________ .,_N_o_ • .,__DA_TE_ ..... o_E_sc_R_1P_11o_N_oF_R_E_VI_S1o_N_s _________ ..... _AP_P_Ro_VE_o..._oA_TE_: __ v1-_•~-·l_'2-___ L.c_HE_CK_E_D_, ... ..lB=-D-ATE_: ... 11=/30:41/~12;L.. ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...J.._SH_E_ET_4.:...._0F_3.::.;:8:...J ; CURVE DATA 1----------+---------1---------+---,,L;Of\fSTRlJC 1 ~o-o LF Or24" CM C&TW--sTEEL Pf Pc. \. _, ;·o ,IN. PL-A 11 1 nTCKl'JES''C';:>1c\---J --t-------+-----------+----------1 1-----------1---------f--------+------+-------µ;.wELD Al I JO.INISl-'l--+,,~------+-----------t--------+----------t----------j . ,.., 0 0 'V "j' . a, ~ ..... _,; :, I I--(1) w • ;;:; w ::z-....., :-:-: (/) 7- i:=--c:e--Ss0,0006 c, -': ',:;: O> ,-.: ~ ., .;_ > Ul = 19+00 20+00 SCALE: 1"=40' ·Q--•• ,.., 0 0 ---"7 co IX) • ' .... <:::) ~ 1-2 L, , o ,0,.1 • -v, w w ..... L-UJ Q " ;;;;;;I-~ n 0 ff :c (/) -:,;;, < m c., 8 c· • a> en N co a, en +-------+----------11-----------4--~,.,+ ~------+----------+----<'"'.,;+-,z";:-----,_<'kz;:---,,_~;'-,,_ .,...,,,__ ____ -l-----------11-----BG----1 :. ... 12 u Cl) N~~ g - i'. ,, ,._ ,-. . Iii ii!: 21+00 - O> 22+00 23+00 3HDAVENUE I 17- 24+00 25+00 24" DOMESTIC WATER MAIN 2 I "' g STA. 25+87.00 STA. 26+09.38 26+00 4THAVENUE L 11 I :J: I i ~ I 27+00 c___ -- I)_ ~ ' ~ 1--r .I "' i' "' --... ~-ffio"7 2G □ \ STA. 26+44.00 g C . '? '-S . ® l'-1 0 ~ .;_ > Ul -® SCALE: HORIZ: 1•-40• VERT: 1·=81 28+00 1. 2. 3. 4. 5. 6. 001'11S I HuCTION NOTES INSTAU. 24" CML&lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTAU. PER CITY or NEIWORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTAU. AlR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL (1\ @ NOTES TO CONTRACTOR CONTRACTOR SHAU. 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 SHAU. BE MAINTAINED AT CROSSINGS. WATER LINES TO BE INSTALLED WITH A MINIMUM COi/ER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. AU. TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALJ. BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX or SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INI/ESTIGA TION. 0 L .c ro V C 0 cf, "' • " .. ..,-r-- 0 I N Q_ I f- I Of) / i'.' w w I CARNATION AVENUE 9 CONNECT TO EXISTING 8" WATERMAJN SEE DETAILffi ~ ~ C "' ro V 0 I 0 " LL / Of) "' C-4603 ~ .--------.----------------,---,-----,------------------,---.----------,---------"T""----------------------------1/ Of) REVIEl't£D: APPROVAL RECOMMENDED: PSOMAS ~-~-----~~ 7~.J__. 3 Hutton Centre Drive Suite 200 Santa Ano, CA (714) 751-7373 Fax (714) 545-8883 NO . DATE DESCRIPTION OF REVISIONS MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER APPROVED DATE: 11-·~· f1-- w go CORONA DEL MAR '\;)Q 1 ·.: •.. • TRANSMISSION PIPELINE IMPROVEMENTS i PAlRICK ARCINIEG1' ,cE 70740 CARNATION AVENUE -24" WTM PLAN AND PROFILE ~ SENIOR CIVIL..Qffi!NEER STA. 19+00.00 TO STA. 28+00.00 '° DESIGNED: NG DRAWN~: ~C-AD~D f---C-ITY_O_F_N_E_W_P_O_R_T_B_E_A_C_H...:........:....:..:....--W---5-3_4_1--S--I ~ >-----------1 z CHECKED: JLB DATE:11 130112 PUBLIC WORKS DEPARTMENT SHEET 5 OF 38 ~ ._ ____________________________________________ ....._ _______ ...__ _____________ _._ _ _._ ___ _,_ ________________ _,_ __ ...... ________ ..._ __ ...:::;::.i..._-'-"'=.a.:a&.--------------------'---_;;_....;;..;;;..-1 ::e 1-----------+-----------l-----------+--F-C~ONS 'RUCT 49± LF OF Jd'..-<:Mb.S. -½Ei_-i>ll'E:---------jl-~------------f-----------+-----------l----------+---------+------1 (3/8" MIN. PLA 1E THICI NESS) (VELD AUL JOINTS) -coo. )lRtlCT s-son---o-L-r-F-.0"'-r!--'7~--nu.,__CML&-rw-s I t. EL PIPE I ~, 0 M11 . PLA IE THICKNE. ~ J . 1---------1----C~O-N-S~TR~U~C~T-18~5~±~L~.F1-0~F~2-4="-C~M~L~&~TW~---+-l-''---'--l STEEL 01PE (3/8" MIN. PLA • THICKNESS l-----+--------+--------1-------\(--WELD ALL • lf'III\I 1 ', t WELD ALL JOINTS) -.... 8 . d CD ".' "' di ;,; ~ i N . < < ~ ~Iii: en en m en IL ,.... 0 0 LO ":" • 00 ~ '" ~ r.' I-wu, . ~w .L. -:--:-: (/) ::;i:;: ~ - 1:::'.: <( ,_ EXISTING SURF CE OVER - CENTERLINE OI PIPE \ \ \ fuc II L ~v.O, ... ' "' ' / / / / " ' / " ~ I ' ,, :::: l----i1e&----l--:t--::J----+-----!--------j--l--l·en-t---::-t--i l---------l~~1------1--------l-----+-'l,ll"'l----l"'L!>-+_-"'l-9i!l_--l l ~ o co5 o 28+00 SCALE: 1"=40' 131 LF C 36" DIA STEEL CASING 122' ' 29+00 FOR CONTINUATION OF PIPELINE, SEE SHEET 13 30+00 1--------jl-----------'~~v•s· NG SURF•= OVER CEN1 ,KLINE OF PIPE \ 1-z ~ :;;! 0 F z l,J C ~ 12• MIN - •I~•• \ \ ' s-0.01 -- 6 m - ~ m . 0 0 :--:-: ::r: (/) 1 1-----l-------+--+--------+-------:-:J---~!-----+--------.J----------+-<('------I -"' ' . ::.1 • N Z I~ -0 fil ,t 21·ss cil r-< l-------">-~~NG;.-----_...;81--1---------+----------±l•,:__----l~l!,-------l---------+---------l----l ~~: • ➔ "! < ::,: I-..., --- ::, ii'i ~ ii: ; g~~ ~~ ~ ::,: U> 0 < ...._• zt-:~ enZ 0 O ~~~l-------jl----------'--4-----------+----------+----------+-----------l----------41 -----' ++"! c"' ~~~~1--------jl--------------f-----------+----------+----------+----------+-----------.!~cl,;~-----1 t,-; ~ ~ > < >" 0enen~l-----lf-----------l----------+----------+---------+---------+--------~tt~----I en - 31+00 r N19'31'42"E STA. 29+95.00 4 21'02'20" LT STA. 29+94.00 9 32+00 33+00 34+00 35+00 36+00 30" DOMESTIC WATER MAIN 1 \ I y \ 1/ '- r V \1 / /' MACARTHUR BOULEVARD N~r-I // ,,........---ti= -__.a;;;__ -~ -- STA. 36+03.79 STA. 36+93.25 1/ 4 05•39· 45-RT 4 06'51 '34" LT N2313'39"E SCALE: HORIZ: 1"=40' VERT: 1"•8' 37+00 G) CONS I AUCTION NOTES INSTALL 30" CML&lW SlEEL PIPE (3/8" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEIWORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. INSTALL 24" CML&lW SlEEL PIPE (3/8" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEIWORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. © INSTALL 30" FLG BUTlERFL Y VALVE (CL 150) PER aTY OF NEIWORT BEACH DWG NO. STD-510-L AND STD-511-L (j) INSTALL 24" FLG BUTlERFLY VALVE (CL 150) PER aTY OF NEIWORT BEACH DWG NO. STD-510-L AND STD-511-L PRIOR TO SlEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY TO VERIFY DESIGN APPROACH. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ . JACK AND BORE 24" SlEEL PIPE WITH 36" CASING (1/2" MIN PLAlE THICKNESS) PER DETAILffi \W Fill EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRElE AND ABANDON IN PLACE. @ REMOVE MEDIAN, REPLACE WITH AC PAVEMENT AND PAINTED MEDIAN PER aTY OF NEIWORT BEACH DWG NO. STD-105-L 1. 2. 3. 4. 5. 6. 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" BETVEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. WAlER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURF ACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. All TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA lES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPEaFICA TIONS. (•) NEXT TO POTHOLE DENOlES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. JC 00 • C 0 4, E 0 <D "' " "' • -□ " st " 0 I "' 0. ..1. I '.;J- i:' w w I '.;J- c "' 00 • 0 I 0 C c;: / VJ "' RECEIVING PIT .-------"T"""-----------,------r------i-------------........ ---.----------r-------r-----------------=c_-4..:..6.:..0.:..3:.....ig VJ w APPROVAL RECOMMENDED: RE\IIE\lt£D: CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS CURVE DATA NO. DESCRIPTION DELTA RADIUS ® NOT USED ( C) 30" PIPELINE 19·50•11" 478.31' LENGTH TANGENT 165.60' 83.64' 3 Hutton Centre Drive Suite 200 Santo Ano, CA (714) 751-7373 Fox (714) 545-8883 NO. DATE 7~4---w_,~,~-/ MICHAEL J. SINACORI, RCE 46214 PAlRICI< ARa~~ , RCE 70740 ASSISTANT SENIOR CIVI[ NGINEER CITY ENGINEER DESIGNED: DRAl'tl'l: NG CADD DESCRIPTION OF REVISIONS APPRO,cD DA TE: -"\1--.,,_• 5L•_,\c,:1.--=---CHECl<ED: DA TE: ,c -JLB 11 /30/12 fi:: ! CARNATION AVENUE/MACARTHUR BOULEVARD -24"/30" WTM PLAN AND PROFILE STA. 28+00.00 TO STA. 37+00.00 0 0 st 0 <D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT \i: W-5341-S w 1--'-....::....::.....:._:___-=----1 1:5 SHEET 6 OF 38 / :,; 1-------+------------jf--------+-------,CONsTRU-c 1 :100-LF OF 30"--CML&TW STEEL PIPE l-' / 8"---M IN. PC-A 11 TRTCKNESS) WELD ALL JOINTS -EXISTING SUR ACE OVER, --,.... 0 UL.n II ._ \ ,. \ Q -0 ~ --+----------+--------+----------!-----Grs,Vlc-----_,,.<.,tFH,) \ \ 2-1-·so ,; 0 \ Q (0:;: . r--en I.,_:>) - • ......< :. I I-S=0.1555- -.40 wv, niw I ! I ,-S=0.1150 \ / ) -1-----...., -t"."l - -,-. . -l--=:l--f----------i-----1~MIN--(f'IP) , ~-o.0054 en :::i;: ,::. "-~ < (01 1-------,---l------+----+-----------+-+-=+--------.-0:,1· g I m - ' ~fut :i OJ . .. ii, • ,::::; ~ Cll I-[,1 c c. "'W ·-'" . ~-- .., a, 18 w~ ,-. ~ $ :il~ 5 I-. <··. < :;,; t"."l 5 g ~ (I) 3:: (I) 3:: :::i; en i=- !:" ~ < 1--------+------+----+------------+--+-"'+------~"'..-11--2 -l'J!~L_ ______ -+------~---+-----------.:,1~-+-----------l-----------lf-----------+--------I 8 + '.:; ~ (0 2 ... ... < -. ~ > in z -- 1------------1----------col----+---------f--Uj------.C~----~d.., ~ , "' -0 <O -~N-------+S!ll":.,;~I~>~. ---------1'---------------+----------+----------+----------+-----------+-----------t 1---4 .G----+-------ci'l-::----+----------~~-i:.~------"'lr;:"'1-:.,.[i-;_ ______ +---------+---------+----------t------------,f----------t-----1-2&----I r g II) 0 d Cf .,; 2: 0 II) O> io • '~ • " i;; ~ o. < ,_. ±. ~ (I) 3:: ., .., -< > (I) = 37+00 38+00 SCALE: 1"•40' -!--c-i . . ~ -Iii 3:: ~ > z 39+00 (I) z 40+00 I STA. 39+94.48 4 00'06"55_ LT N23°21'14"E STA. 39+83.36 4 22°30 40-RT ~-Noo•43•39"E - '=· ! "! II) -< > (I) - 41+00 42+00 43+00 44+00 45+00 46+00 SCALE: HORIZ: 1•-40• VERT: ,·-a· G) ® ® ® 001'\1S I AUCTION NOTES INSTALL 30" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FlTTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER aTY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL l>JR/VAC ASSEMBLY AND/OR ARE HYDRANT PER DETAIL@ 30" DOMESTIC WATER MAIN 1 ---I I \ -, ' SL ' ' SL 0 ' I / I • I / / I \ \ t'---.. 43+00 '-.___ -,, :oo "' '-,. ,, c, r ,- ) ~-'-- ::::::-:::::- MACARTHUR BOULEVARD STA. 45+88.38 4 02•34 33-RT . -"" ' '\. '----) I / I / N2~'52"E "' 45+oo"'l_ '- -, ,--/ - 1. 2. 3. 4. 5. 6. NOTES TO CONTRACTOR CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FAaLITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF M/>JNS. A MINIMUM CLEARANCE OF 12• BElWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FlNISHED SURF ACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. All TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFlLE CORRELA TES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPEaACA TIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FlELD MARKED DURING INVESTIGATION . E 0 r---,,, r--- "' • " -.i ... r--- 0 I ... (L ~ I '.;),- ~ w w I '.;J,- c "' ID • 0 I 0 C 5-(f) "' Cf) C-4603 APPROVAL RECOMMENDED: REVIEv.£0: j'o ,----------,,--------------"""T--,------,-------------------,-----,----------r----------r--------------------------1/ CORONA DEL MAR Cf) w ION PIPELINE IMPROVEMENTS go P 5 0 M A 5 7..L{/4---\12 ·-_ -,, i 1-----t-----+-------------------+---------lMICHAEL J. SINACORI, RCE 46214 PAlRICK ARCIN~ RCE 70740 MACARTHUR BOULEVARD -30" WTM PLAN AND PROFILE ;!; 3 Hutton Centre Drive Suite 200 ASSISTANT SENIOR c1~HNGINEER STA. 3 7+00.00 TO STA. 46+00.00 '° 0 CITY ENGINEER DESIGNED: NG ORA~: CADD CITY OF NEWPORT BEACH W-5341-S ES 1---------l i;i Santo Ano, CA (714) 751-7373 Fo x (714) 545-8883 CHECKED: .LB DATE: 11 130 112 PUBLIC WORKS DEPARTMENT SHEET 7 OF 38 _,,., L... ____________________________________________ ...... _______ ..._ _____________ _,_ _ _,_ ___ .._ ________________ .._ __ ..,_ ________ ,__ __ --"".._-..:.:.<.=<-.:.:.&.------------------....L--...;..-_;;.;;._..J::, NO DATE DESCRIPTION OF REVISIONS APPROVED DATE:~\2._•'3~· \_'2--__ _ WELD ALL JOINTS 0'j? EXISTI G SURF ACE OVER, 1-----;,H;l&----+----------+---------+---------+---------+-------!~----,~=-,,m,,n-,l'IE\lf'"PI ~ \ cg ..... ~ 0 au -A \ vjv; V \ L _J • S-0.2675-,..., \ / 0 • 3Q:s,,J_.I / 0 ,....... -:-t.J ~~ l---------'--.--'<0~--------+---------+--------+------------1-I I --2· "'"..::::::>'' / • / Q~ -11 -0.0039 It)_("")-• --------t :::::: i, I 1--w v, ~w -771= U>;I; ~ < J; / I rn1z li'l------+---------+-<Cl-"'..---~--------1 C l--1,1 d'° "''W ~~ Wm ---, -;:; :::c (/) ·- 1-----------+~~/. ~()1------------11------------------l-----------+-----------+----------+-----------+------------t----------t-----------t---------; ~():' u,_ .. ---- -46+00 SCALE: 1"=40' ) / 47+00 ;--SL "'~,-------,-71--~, SL • / I I STA. 47+96.74 4 01.37'16" RT 48+00 49+00 s I / 50+00 \ I I \ \ 50+~ , '- -I '-\ '-'--- I -~~ 51+00 52+00 53+00 30" DOMESTIC WATER MAIN 1 -~ ,/' ~ _,?---------, /~~~ ' s "81+00 \ \ I 18 SO --" -e, STA. 50+75.00 (s I g) -- I 52+oo \ V x, SL / I I N2,~5'25"E\ 53+00' STA. 53+16.42 4 oo-:zo·35-LT 0 -· " 0 iJ; • "' -< > u, = SCALE: HORIZ: 1•=40• VERT: 1·=e· 54+00 55+00 0 . / 1/1 ( ( // ~ii \ -~25•3~•E 5~ SL I N2814'50"E 0 ® ® 1. 2. 3. 4. 5. 6. CONS I RIJC11ON NOTES INSTALL 30• CML&TW SlEEL PIPE (3/8" MINIMUM PLATE THICKNESS) ANO FITTINGS. INSTALL PER a1Y OF NEWPORT BEACH DWG NO. STD----106----L SEE NOTE 18 ON SHEET 2. INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFlC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENT" POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILilY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. E 0 0 "' O> MACARTHUR BOULEVARD 0 C > If) " C-4603 ~ .--------.---------------,--,----,-----------------,----,r-----------:--:::----r--:-=:-------.-------------------------t'.:::- APPROVAL RECOMMENDED: REVIE\\£0: CORONA DEL MAR ~ 7i1>-oFESS1~ 4,~~~ L ~1 P S O M A S f--+---+-------------+-------l r>,J~_J__ ~~ ,:-.-.. , TRANSMISSION PIPELINE IMPROVEMENTS ~o , __L_ CL. MACARTHUR BOULEVARD -30" WTM PLAN AND PROFILE " -";~ /4 3 Hutton Centre Drive MICHAEL J. SINACORI, RCE 46214 PA1Hl~1< ARCI~~~ RCE 70740 STA. 46+00.00 TO STA. 55+QO .OO i "" Suite 200 ASSISTANT SENIOR CIVIL NGINEER "' i2',,,. C/V\\. ~..... (~1n:) ¢;i"21~~3 Fax (714) 545-8883 CITY ENGINEER DESIGNED: NG ORA~: CADD CITY OF NEWPORT BEACH I-_W_-_5_3_4_1_-_s------1 ~ -·~ ~ N L ____________________________________________ ...1.. _______ .J... _____________ .i,._N_o_ • .i.__0A_TE_...1.o_E_sc_R_1P_T1o_N_OF_R_E_VI_S10N_s _________ ...1._AP_P_Ro_VE_o.J...DA_TE_:=~lZ-::·:::'5::·:::\~:-======-...... CH-EC_KE_o_, _;JLB=-D-ATE_,..:,11:.1,ll~J0:.1,ll,:.:ll2;1... ____ P_u_B_L_Ic_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...... _SH_E_ET_8.;;__0F.....;;;3..;;8;....J ~ ·- ""NSTR' •~-:---oo LF OF 9 -. 0 -+ ,..;~ z • <( wi~ ---=r .. -------(/) 7 1,1::J ;..+--------+--------11-----~ ~--') -- ""'5: ~ s,-0.03 0 ol -~~ 18 -~ > z !Z. I\ ' i 55+00 $CAL£: 1"=40' STA. 55+85.08 401i5·59· LT ~I g II! + 18 --. '""" > z 56+00 . . ----- 57+00 STA. 56+33.81 401•4409· LT 0.o•7!:> - 58+00 MACARTHUR BOULEVARD ij c;; 0 Q co 1'1~ . . Iii l!, . I!? I --sl o.~o- .E!Fc 11 I • ry ,M V s~o 0031 / m ij " c;; s i ,'/l g +.., • O>~O> • "' . . . Iii l!, Iii 59+00 I!? I I L'\ ....... n - "' !!! .. . z Tl' ,,,. ~- EXISTING SURFACE OVER- ..,_-., ~nONE1)f'rtlPc. ,~ 11 I 20 60+00 I SCALE: 1"=40' MACARTHUR BLVD STA. 59+27.36 4 34 '20"16-RT \ \ 61+00 . • ,, _L-- --------- --S-0.0287, \ 0 --· --rS•0.1165 ,0--------1----l-''l' s-0-\,1 , .. o-+ ..- . Jl :'!.. • M r :::; 0 0 <( +11! ~ ' • ' ... co LLI --"' ~ ·I~ =n--...J. ~- w .;-:; Ui -. ~ 0 . "' ' ' "' "' . < > '""" z SCAL£: HORIZ: 1•=40• VERT: 1·=a· 62+00 63+00 64+00 .. STA. 62+78.20 EC SAN MIGUEL DRIVE 0 ® ® 1. 2. 3. 4. 5. 6. COl'i!S I AUCTION NOTES INSTALL 30" CML&lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY Of NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2 . INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY Of NEVtPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AlR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ 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" BElWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER Of 48" BELOW FINISHED SURF ACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENr POTHOLE NUMBER Of POTHOLE REPORT LOCATED IN THE APPENDIX Of SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 L E 0 N .., r-- o> ~ "O .,: .., r--0 I "' a. I t--:r: V1 / ~ w w :r: '.'.l-e .2' m ~ 0 I 0 C '? V1 "' C-4603 ~ .--------.----------------.---.-----,-------------------,-----,,----------r---------r----------------------...:=--.;..:..:..::....j/ APPROVAL RECOMMENDED: REVIE\\t:D: V1 ~\\()FESS/~ • CORONA DEL MAR ~ ~~~~\\ L ~~ p S O M A S 1---+---+------------+----l 7~.J___ ~,,: .. : ,._., TRANSMISSION PIPELINE IMPROVEMENTS i (\\i ! 7 3 Hutton Centre Drive MICHAEL J. SINACORI, RCE 46214 PATRICK ARCINIE , CE 70740 MACARTHUR BOULEVARD/SAN MIGUEL DRIVE -30" WTM ;!; CURVE DATA ~ .,._ ~ ;.J. '14 Suite 200 ASSISTANT SENIOR CIVIL NEER PLAN AND PROFILE STA. 55+00.00 TO STA. 64+00.00 "' ,__N_Q_-D_E_S_CR_I_PTI_ON ___ D-EL_T_A __ R_A_D_IU-S--LE-NG_TH ___ TA_N_GE_N_T__. ~ i:,~~"' [~,"1;' ¢;,":.. 7~~3 Fox (714) 545-8883 CITY ENGINEER DESIGNED: NG DRA~l'll'l~,~CA_D_DI----C-I_T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H___:__:____:,,..:....W....::.-:.:5..:.3.:..4_1 ___ s__J ~ L-------------------------IL..(l.D.i.1).J..3_0_· _P_IP_EL_IN_E.J.._22_1_4_•s_s_· ..1-_8_11_._oo_·....1__;3_17 __ .2;:.5 __ •....1_,.;.60--.6:.:5 .. '_,J.L.. _______ L.,_ ____________ ....1_N_o_ • ..1-_D_ATE_....1._oE_s_cR_1P_TI_oN_OF_RE_VI_S1_0N_s _________ ...J._AP_P_Ro_VE_D.J..D_ATE_: _,2._._3_._1_-1-. ___ ...J..c_H_ECK-ED_,~J..82l...D-ATE....!:1!/.1/.,.::30~)/_!,12a1... ____ P_u_B_L_1c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...J._SH_E_E_T_9:::__0F_:::3:.::8~: ""•' ·-~ -nn I ---G"' -n" l"'l~I -7 '7 ,r, ~""lC" 1-z. lo" ,., ..,, •:rr ILill"'l/••r-c-,-1-'--------+---------l-----------+--------1 ,-\,;If-, ,,, I -tJU-1::1 -ti \;IM1;;;-I•• 1 1 Ill \ •rC • •-••.....-c;; _r,~I 01 \.WI···· ,\l:t .JOlr'l 1-:>J ~ I l-----,2Sa1-----1----------t----------+---------+-----,E:-vrx1S1llilG SOlfl ~CE"'O ", ~-----------1------------l-------------l---------------1-----------i~i:miu·--' \ I 9 • - 0 -· + S•0.1255-. , (""l -~ ~ \ z ~.,) ._<( w~ . . ::;:::: w-V>- i ---- I, I ::J " rS•O. 575 w_ -~-0 r: ~ --:lE 0 0 8 g ---- 1m 8 C ;;; "' ~ ~ \ \ ---- ~ 8 0 CJ) -. "' g -· 0 +.- ~,,...: CJ) 7 ,,, lo <( . . ~ -ia.J ii!:: ~ • ·--:C :; (/) J1-• _LLJ , vi ~ -...,. 1--------+-------=~~I-------11-----------+----------i<>ll:J-:l;J.>---------+----------l----------+------------l---------+------------+----------I ;t ~ .. . .. , ~ ii!:: _:::J=---------1-------------1------------l----------+----------l----------+------2201----I . l---2lW-----J-----lcR_I-~ l------------f-----.Qjo,---c!2lui-+----------+------------"'+=--------------ll-------------+-----------+----------+----------+---------+-----------j If ..... CX) C'I t; > z 1-----------+-------..,,.:..........t :10-· ----il-----------+-----------+----------1----------+------------l---------+-----------+----------l--------l co~ co~ c CONS I Rl.lCTION NOTES C co 1---------.5 > z 64+00 65+00 66+00 j SCALE: 1"=40' HARBOR POINTE N72'58' 43"E 67+00 68+00 69+00 70+00 71+00 72+00 -~ ' I I I I ...._ \ - _,, I SAN MIGUEL DRIVE SCALE: HORIZ: 1°=40' VERT: 1•-a• (i) INSTALL 30• CML&lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTAU. PER CITY Of NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. NOTES TO CONTRACTOR 1. CONTRACTOR SHAU. VERIFY DEPTH, LOCATION, AND DIMENSIONS Of EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. A MINIMUM CLEARANCE Of 12• BElWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHAU. BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURF ACE . 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. All. TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHAU. BE REPLACED IN KIND. 6. POTHOLE NUMBER PROVIDED IN PROFlLE CORRELA TES TO "CLIENr POTHOLE NUMBER Of POTHOLE REPORT LOCATED IN THE APPENDIX Of SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 ·= .c 00 V C 0 a<, E 0 n ..,. " C "' 00 V 0 I 0 C > V) "' C-4603 ~ .--------..---------------,---,-----,------------------,---.----------"""T--------"T""---------------------------1/ APPROVAL RECOMMENDED: REVIE\lt£D: v, /v1<oFESS,~ CORONA DEL MAR ~ fr~,._vv. L ~~ p $ 0 M A $ 7 ~,L__ ~ ,; · , TRANSMISSION PIPELINE IMPROVEMENTS ~ <> .~·<;j_',,,~) 3 Hutton Centre Drive l----+------+-------------------1---------l MICHAEL J. SINACORI, RCE 46214 PATRICK ARONIEG , CE 70740 SAN MIGUSETLAD. 64Rl:OE0-.0300T" WO TSMTAP. LA72~0AON.ODO PROFILE ~ CURVE DATA * ~ • Suite 200 ASSISTANT SENIOR CIVIL r.JNEER "' 1-N-O._D __ E __ S __ CR--1--PTI __ ON ____ D __ a_T_A __ R __ AD_IU--S--LE-NG __ TH ___ TA_N_GEN_T---J . ~'t<i:,1~" [J1n1, ¢;1':.7~~3 Fax (714) 545-8883 CITY ENGINEER DESIGNED: NG DRAWN: CADD CITY OF NEWPORT BEACH ,_W_-__ 5 __ 3 __ 4_1 __ -__ s----1 ; L----------------------___,JL..<..,E.1.:)...1..3_0"_P_1P_EL_1N_E...1.._12_·s_9_'3_8_" ..1..._,2_8_3_.o_o·....J._2_9_o._97_.1...._1_4_6._11_.u.. _______ ...1.. _____________ ..1...N_o_ • .1...._oA_T£ _ __.,_DE_sc_R_1P_n_oN_oF_RE_VI_S1_0N_s _________ __.,_AP_P_Ro_VE_D...1..o_AT£_:_11-_._3_·_1? ___ _,_c_H_Ec_K_ED_,_J..B=_D_AT£....:.:11:,.ll.::;30._l/.:,:12.._ ____ P_u_B_L_IC_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ .....,_SH_E_ET....;,1_;;0;._0F....;;3_;;8;,__J ~ 250 ,--, STRU GT 600 b::'" r F 3~Mb -: .. --C:-C"I Pl·P'... I~ ,~,. • • ' -,-, -•• I'll• :-''...ATE TH. ., I 7i.vi _ SflNC f-slJ~A~ 0 ~•·\IEFh\----___jl------------l----------t------------t-------------t------------t------------t------------i Q -· -o ..-+ . £" ::::. < . ,1;: m Cl w ,,.. 'i ~!:!:! ~ a, g ,!!! ~---· _J w vir,; ;!; ~ ; ,..: ,._. . . Iii > Iii > ~ ~ r-: ~ 0 c:i a, :t -, ..... N < > ... z 72+00 73+00 74+00 ' SCALE: 1"=40' Q -· 0-· 8•, . +..- s--, 0075 .... ' ~. ' -~ 'SS H 25 58) < ~" • I w , ___ :;; ,;; ..J .. w f'i\/J F: .;; 0 c:i -.t -i N ~ > z 75+00 76+00 n+oo 78+00 \\ I sel. :--... a, 77+00 \ \ ........ 78 ' ' I 7 MWEll , - / / 3"G - " IT'--s 1---I " ' \,~ I SAN MIGUEL DRIVE . SCALE: HORIZ: 1"=40' VERT: 1"=8' 0 ® @ @ @) @ @) 1. 2. 3. 4. 5. 6. 7. CONS I AIJCTION NOTES INSTALL 30" CML&:TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY Of' NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ . REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. 16" STEEL POTABLE WATER LINE RECONSTRUCTION SEE DETAIL @ 6" FIRE HYDRANT RECONSTRUCTION SEE DETAIL@ CONCRETE BLANKET PER SSPWC STD PLAN 224-1. NOTES TO CONTRACTOR CONTRACTOR SHAILL 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER Of' 48" BELOW FINISHED SURf' ACE. CONTRACTOR TO PROVIDE SUPPORTS f'OR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAf'FlC LOOPS, STRIPING, REFlLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFlLE CORRELA TES TO "CLIENT" POTHOLE NUMBER Of' POTHOLE REPORT LOCATED IN THE APPENDIX Of' SPECIFlCA TIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT f'OUND WHERE FIELD MARKED DURING INVESTIGATION. CONTRACTOR TO COORDINATE WITH THE CITY Of' NEWPORT BEACH TO ABANDON EXISTING AIR\VACUUM VALVE ASSEMBLY (L12-230) AND TO CLOSE 12" GATE VALVE (L12-232) LOCATED 250'± SOUTH Of' SAN MIGUEL DR. AND SAN JOAQUIN HILLS ROAD INTERSECTION. E D " " I'-- o> • -□ ... " l'-- 0 I <O a. I f-:r: (fl / (fl f-w w :r: '.'.], C o> -~ V 0 I D C > (fl "' C-4603 '.Q .--------"T'"--------------r--T"""----r------------------...... --..... --------"""T---------,,------------------------------1/ (fl APPROVAL RECOMMENDED: REVIEWED: CORONA DEL MAR ~ p $ 0 M A $ r?YJ..J....J.D _J____ v:.,: ... /V TRANSMISSION PIPELINE IMPROVEMENTS ~ 0 _L C[ SAN MIGUEL DRIVE -30" WTM PLAN AND PROFILE 1--+----+------------------+-----J MICHAEL J. SINACORI, RCE 46214 PATRICK ARCINI\GI RCE 70740 STA. 72+00.00 TO STA. 78+00.00 2; 3 Hutton Centre Drive Suite 200 ASSISTANT SENIOR CIVlt-~'GINEER <0 CITY ENGINEER DESIGNED: NG DRAWN: CADD CITY OF NEWPORT BEACH W-5341-S ~ l---------1i;i Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE CHECKED: ..lB DATE: 11 130 112 PUBLIC WORKS DEPARTMENT SHEET 11 OF 38 .,,-L-----------------------------------------------L--------....L.--------------'--.._ ___ ...1... _________________ ...1... __ ~--------.....L----=:....--'-"='-'-"''----------------------''------..;;..;;,,,,,.J ::s DESCRIPTION OF REVISIONS APPROVED DA TE: _,,li.~•~'.3<..• _._{ 2--=-. __ : IJ.GT 40G~F o:-"'~&TW S: 'cc-P+P-~:-------1--------+-------t------------+-------+----· ----+------1 • • A V --+-----------t----;;iEXl,,.S:;;:,;:TIN1G SURFACE ;:.-0-1'£::.:IR'---:'--l----------+--------~--¥-j,,>-~------v----+-----------1----------t------------11------------1--------1 vUO , ~RUNE OF PIPt. \ 0 FH) -· \ 0 --,-,___ ' . ...-+ • ·~ "7 • .< w!:: -------- S=-0.003 A A J . ' 166) M11 0 PH 29• ,_ d !:!::! rte V>= /, / '.ii- 0 , "' ~ [] , .. ::J "' "' -· -· -w v, I '"' --l .! ~ ~ ~ ~I ~ z ,-8 8 8 8 8 """ 8 ,~ ~ ,<:' g ,<:' ill ,!:! g ,!:! ' ::i ~ .i -,-i .,; 'ii 'ii "" ' "" "" 0, ,., ,., ,.. .. "" ' . ' . ' . . :,: :,: g !ii !ii !ii !ii ~ ~ ~ ~ z '---2'M-----l--------~=~='-----C=~==---__c==-----l------------l------------l-----l!'M-----l-----------ll-----------l----------+----------+--------I C, ,._. ~ it ~ ' "' . -> !-7 z 78+00 SCALE: 1 • •40' 79+00 80+00 81+00 1 30" DOMESTIC WATER MAIN 9 STA. 79+58.00 I F PACIFIC VIEW DRIVE c; -:t ill -"' ~ > z 82+00 STA. 81+24.68 EC S3615'01"E EXISTING SURFACE OVER CENTERLINE OF PIPE 10' PROFILE ALONG PIPELINE f4 EACH FACE, 18" o.c. +--"- z -f \ -: ~ ~YI ID~ I '---#4 (TYP) I .s,:j<l.s •. •• • b--,__ --.------·--4 __ <L._ --,....__ rl_-• -• A • • .· ' • ;;: h __ .,_. ·.:1 \t"),._ I ,-., ,< I \ I I --------, -------"-' \_ EXISTING 30" STORM DRAIN SCALE: HORIZ: 1"•40' VERT: 1"=8' 30" CML&lW STEEL PIPE SEE PROFILE ABOVE CD CONS I RIJCTION NOTES INSTALL 30" CML&lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) ANO FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@, REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. CONCRETE ENCASEMENT PER DETAIL@. NOTES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. 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 48" 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. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENr POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FIELD MARKED DURING INVESTIGATION. 0 C "' • " .; .. l'-0 I m (L I f-- I lf) / I!! w w I lf) / C "' TYPICAL SECTION -~ 0 I CONCF1E I E ENCASEMENT (I\ ! NOT TO SCALE Q:V ~ C-4603 '!1 --------....-----------------,-----,-------,------------------.-----,....----------.---------...----------------------------1/ APPROVAL RECOMMENDED: REVIE\\£D: 1JJ v1>-oFESS1~ CORONA DEL MAR ~ ~~~v" L ~~,-P $ 0 M A $ 7~,J____ ~; .. -. _ TRANSMISSION PIPELINE IMPROVEMENTS i i <:tl:J. 3 Hutton Centre Drive MICHAEL J. SINACORI, RCE 46214 PAlRICK ARONIE ' CE 70740 SAN MIGUEL DRIVE/PACIFIC VIEW DRIVE -30" WTM c1; CURVE DATA r,.. Suite 200 ASSISTANT SENIOR CIVIL GINEER PLAN AND PROFILE STA. 78+00.00 TO STA. 82+00± "' NO. DESCRIPTION DELTA RADIUS LENGTH TANGENT ~,i:,1~ [~1n1f ¢;1':7~~3 Fox (714) 545-8883 CITY ENGINEER DESIGNED: NG DRA""\\N"',="-C-AD-D+----C-I_TY __ O_F_N_E_W_P_O_R_T_B_E_A_C_H ___ ~W---5-3_4_1 ___ s--l~ L...---------------------....L--(F._..)_30_"_P_1_PE_LI_N_E.1....1_6_'4_7'_34_·...1.._51_2_.o_o_·...1.,_15_o_.0_6_'...1.,_1_5._5_7'_L,L. _______ ...1.. _____________ _._N_o_ ...... _DA_TE_....,__DE_s_cR_1P_TI_oN_Of_RE_VI_S1_0N_s _________ ....,__AP_P_Ro_VE_D..,_D_ATE_:_1_2_._3_·_12= ___ ...1.,c_H_ECK_rn_,_JLB=--D-ATE--':1"'11:_,.30::.l/.:.:12.._ ____ P_u_s_L_lc_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...,1._SH_E_E_T..;1.:2;....0F....:::3.:8:...J '.; 1-------1-------+---+------~1c;1::tc11'~"'°'~S~TR1-Kt1UCl-68r4~ -"="' -41_~.~-,QF-24" CML: -~ .. -·--,.., J ~" I. ...... II -\.-'/ :-''...:'.TE THI ~N \ 'I \_WEI I :• j 1'7 1---------+----------------;-----------t------------+-----------,f----------+------------t----------+-------j----+----------+-----------l 0 l--------lc.!L!&-----t---------t--t----------+----------t-----------t-----------t----------t-----------t-------+;::..._--1----------+----+W----I I- FOR REGULATOR VALVf. VA LT / CONSTRUCTON SEE SHEET N, . 16 ,,. 1----------t--------+--+V\Y Vl---------+---f ~---iErjx;.IS;,;TI.,.NGi SURFA E 01/f.R Z 1--------t--------,~F =-=nr ~-=---==-:_=_=-:_=----t-----,1 /lc___-_.,._~·"_u._, .. _~--1-I_P~===============~==~~===+===============i~===================i=========-'ouSEEic.Mi-ouaiVfATiffi~vn-Ll!T~~A-BRIAiNi );,~~,;M;;;EN:;:T~r 1:~\====i~-~E--➔---_-_-_-_+t----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_+f-----_-_-_-_-_-_-_-_-_-_-_-_-_-~ . , m ... t'l-,t~fi:-"-------,-~d-::::.-=-:_=----_----t--------t--t---t------t----------r----------t----:;;kEH"·)-,J/_s::: 7 ~J-_ill-'.lclll'--_-+ _______ -t--------1 ---_-_56",4--==-f=J::=F+-n=---=:....==---=-=-c=+---=~=-==-:df=:-==------,d:ccn· / ~ m S• -0.01--=-0:l ir. 11 -- - - -_ ~ -u.08,'4=-~==;~H"'---+---------+--------i ---- 11 ELEC l ,r - ~ s--~ 0 ~ ,S-0.( 000 I / S--0.0047 :Ill / ~ \ -+--+----j-------+---------J---+----/'----,,£---+----Q---+--------+---------+---------+--/-/-----,l./,/'---/--+--'1\.------+--,-n,•------+---------J / / / ( . IW V 8 ::::, C i3 "' o. o"' 8 8 g ID 0 l!f - ::::, C i; "' ID ID "'-C / / WA ER MAIN i3 8 0 0 1---------+----------';;:i:&.1-+--+--~=t-:::~. -----+------------+;!·•~"';--....,r:.1-t8 ui ,.-r-,.,. io :-o N ..-r-,. ' > I.. NCI) + -IH-:; I-..,. N ,...: N ,._,: N ../, s ,ui I"> ,-.i-~ ~·00 in ;t, ID ~ <ii :1~ t----------t----------t---+----U>t..,_-----t------------l-!-~l:o:r---!-:!-le~-:!-l:::Jo ..... ol--~-~o-------+----------1---------~;:l/•>-~-~~-~~+---+-----------+--------I N ,.... -<,.... <.,... . <,.... -..-..- ,.; t--------+-------~~t---t-----------t------------+-,<i > < ,;-< ln:,:--'.;·41(/)1c>d---.ct!(/)F.-;:>,---------,f----------+---------~ • .it->z~""·4-;.,.-_.; > ~ ai !:= z ~ z ~ zz t: zz ~ zz ~ ~ z I-z U) ·-1-----------+-------.,,.tNi-+---------+----------+"'4=---'"-l"''---"11~=---"=11"=""1--.ID.l'="'--------+----------+----------''¼l"''--'"l"''--''11"'~+1!!---+----------l---------l +.,. ~;:j 1---------+--------~ !"--;-----------+---------t----------t----------t---------,----------+-----=!lc>---1----------+---------I ---t--------+-------~~~•k>~-t-----------t------------+-----------,f-----------+-----------+----------+------<> ~Az 1-z 99+00 100+00 -............ _ SCALE: 1"=40' I 101+00 BEGIN CONS I RuCTION STATION EQUATION STA. 99+79.12 (SOUTH) • STA. 29+87.18 (SOUTHWEST) = STA. 300+00.00 (WEST) 102+00 FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 103+00 STATION EQUATION STA. 120+00.00 (EAST) = DAHLIA 104+00 FOR CONSTRUCTION OF B" SEWER LINE SEE SHEET NO. 15 105+00 106+00 107+00 24" DOMESTIC WATER MAIN 2 FERNL.EAF AVENUE SCALE: HORIZ: 1 • •40' VF.RT: 1"=8' STA. 102+87.01 (SOUTH) AVENUE /; S14"09'49"E <-"v / ~ ,---, I I ' \, \\ 1 ' ' FOR CROSS illl-TIIB AND ,s'> ~a / ~~ TYP S59J l 3"E -I>-• , J \ , CURB RETU N-REPAI .. '"' /_ H ~ 0 '---<al" , \ i / v , SEE DETAIL '.J:::::I / I ~ I u :.::: • \ @ w V'\_\ \l I ~". ~ ') v, S30'32'47"W IJ"e'.ll I• ; END COl'IIS j RUCTION FOR VAULT ~DONMENT/DEMOUTION '"~ \ --~"T•L.,1~~~·~=:::--::-::.-:-:c:-= ~ r -: ~ f ,; ,__-;--,1-;. -~~~~-. ~~-~"'!11!.-'7 • i,-S30"32'47"W r ,<._ ~~~~~¥~~-~~-;:-0-~-' \ • ~• 7 <"'c -B"s~ J ~ ,,, ~, 2" ,, "' ~. "' ' / ~...-..,.., ,-.. / / ~ • ., ' --........._ : --: 30"W (GUN) ~ ltJ" " , \ ' ,o·w)Nl--'--f I / / / \) -H >"-I \~~ --/) I \ ,~ " ~ ~ --:7~--. \ -C2si/ / / / _/ \ \ ,c~ 25) \.-' 1 / I 16"G ,f. - r " PER DETAIL 1 \ ; / CONNECT TO EXISTING 30• WATER P ""':'=='":;;;;~ 17 ____ ·--'l:-;,!;,l!f F' / MAIN PER DETAIL@ -·t,~-□ -• - -' • \,4 7 -17 ~ a.13"F, I" ..a ~61'. '"le," _ , ' f S14"27'13"E • , , it V ~ ".,. = ,o·w (GUN) f'·:"=s===j==s="=~~l / . ~ ~~ {I • -t ~ 16"G ---;_..L----16"G / " 16"G --/ ~ ~.1-.'+---@:-H, \ I ,f--h,'-?>"=+f="-""-v""-'--s V _..,....- ·~-=- 'Iii' ~ ® TA 106+28.oo/ ' _!. (7I 9 1 " ~TA ' .. ,.. 445'00'00" RT -1' . c;: I . ~ . ~ Ii\ ' ~ S14 '27'13"E STA. 106+57.82 4 45'00'00"L T FOR CONSTRUCTION OF 24" PIPELINE SEE SHEET NO. 6 FOR REGULATOR VALVf. -~ VAULT CONSTRUCTION, SEE SHEET NO. 16 EAST COAST HIGHWAY ~TA 1---""' DDf'"' CONS I RlJCTION NOTES INSTALL 24" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. SID-106-L SEE NOTE 18 ON SHEET 2. (2) INSTALL 24" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. SID-510-L AND SID-511-L 1. 2. 3. 4. 5. 6. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@ FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. ABANDON IN PLACE EXISTING 8" VCP SEWER AND 5• LATERALS. FILL WITH 1-SACK SLURRY AND PLUG ENDS WITH WATER TIGHT BRICK AND MORTAR, REMOl/f. AND DISPOSE OF INTERFERING PORTIONS. 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURF ACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOl/f. THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENr POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFlCA TIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND WHERE FJELD MARKED DURING INVESTlGA TION. 0 L .c 00 • C 0 "" E 0 r--.. r-- 0, • "O .., .. r-- 0 I 0 ~ Q. I >-I ~ Cf) >-w w I ~ C 0, 0 • 0 I 0 C c:: / Cf) "' C-4603 ;'I r-------,---------------r--;-----,------------------,---r---------r----------,,-----------------------....:-;,.:..;.,:---';:;, Cf) CORONA DEL MAR ~ 1 ~,J__ \)(d --, TRANSMISSION PIPELINE IMPROVEMENTS i 1---f-----lf--------------------'f-----lMICHAEL J. SINACORI, RCE 46214 PATRICK AR~, RCE 70740 EAST COAST HIGHWAY-24" WTM PLAN AND PROFILE .,. ASSISTANT SENIOR Cl'II-NGINEER STA. 100+00.00 TO STA. 106+63± ~ aTY ENGINEER DESIGNED: DRAIIN: W 3 ~ NG CADD CITY OF NEWPORT BEACH -5 41-S \:a! L-----------------------i....."'-'------...L..---..L...---..L...---..L...---....:_.J.L _______ ..J... _____________ .J..._.J..._DA_TE_...1,_DE_sc_R_IP_TI_ON_OF_R_E_'II_S1_0N_s _________ ...1,_AP_P_Ro_VE_D.J...D_ATE_:_)_2._,_~_•_\_'l-___ Lc_H_ECK_ED_: _J:!!;LB2.L.D-ATE.....!: 1!..11 /~:J0~i/.!:12al... ____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ..J.t-..:SH_;,::_E=E-T;_-.!1~3~~0f=;3;8~:~ ~ ~l'()fESS/~~ /(~\I L p s 0 M A s CURVE DATA If ~ I~\~,(/ ~" ~x.:~m 3 Hutton Centre Drive NO. DESCRIPTION DELTA RADIUS LENGTH TANGENT Suite 200 ,._~~!t c,v,c ~ ... Santa Ana, CA ® 30" PIPELINE 16"45'41 " 449.00' 131 .35' 66.15' (714) 751-7373 Fa x (714) 545-8883 Q=' ~\1i.;:;,.,- (1) 30" PIPELINE 07'18'48" 1038.25' 132.52' 66.35' NO. APPROVAL RECOMMENDED: REVIEWED: 1-------1----------+-------l--------{:-k-O~ SlRUGT 4 ~-' ' ~ OF 16" . ---r ....... -. PIPE ~: /'1-6" '..~1N. Pb-A-l"E1-t ............ TH-t-mlG.;1<K,--11~~-1-E~s~s.-)1-----+--------+--------+--+-------+--------t--------------l -:..:,, ln1••1, • s-0.1650- -EXISTING SU' "!"AC~E~O,,,,IIE.r'"'----------1-------------+---------........Je-c==-;r.~4--++--------f----------+-----------+-----------I 7 CENTERLINE • PIPE =0.0000-l,, L -------.l-----------l-----------1--------------l------------l----------+-----,c__-----+----------+-----------+----------t--,-s;-+-:1--1-~---+-----------+----------+-----------~ I (i V' "' 11!, i---~--1----------+----7-;-------i-----------t-----------t----=---=-=-=-::-:-====t1 -=-=...:i-t',~=r-=t:--=t----,,----------t------------1--------4·.~·-----1 . :::E S=0.16 u--1---"E,,,xI¥nN.,,G"-'1"-6"__.,w,,,A....,,TER.__,,.M_,,,Al.,,Nc_ __ +-----------+-----------I S-0.0070'--=-"~--i----t----t--t----1--i-;-7 1-------+-------+-------+------=--===~=:....::::===f,:S:. , --1---------+--------+--~n~-----+--------+---~ '"\ ,·-· 7'j=ffi"""f-lc::!:-:f:::--+-------t--------t-------------j -°'~~ ~ 1 , s--o-:r400-v , t=============j======iF~FH~i4'>~=========i=========~=====:;:::::::t:: .::========~~~=====-'i('l~~S-0.7533 -// f >\ 1 ; , V V -I , ~--------+---:::::-i===-~---=::::::r---""=---:-------t---------j;!,!-~-~-y.;).t r~ ! / i/r-$-0. JOO ..... \ 1 .,~. { \ • ~6'~,. ■ • -,~--8;81-1: I "' 0 1--------+--,-',--'-----l---"-"'"'-'---l----·~ ~ -~ ~\ , ---" + -I-, 3/R· -• 111 , : , • -,--1 / / _ \~----+1.e':--------J .• qA..,',.....+----,,.,.c./--'#~. ~;;..~~,,-L-,,,,...-l:,,.-c:_,./~-T-1+----,f-l v __ -+J;~---------+--------+-----------1 0 /"" I ! s-u•-._/.. .,p... '/ . -~ "'IS / / / / •:•¾ fl l= ... ~ > < > (/)1= (I)= .,,_ I-> .. < > I- . - < > l-a, -.. -;!.> ~ > .5.> ~> ... -... -... -.. ->> ~> -~ a,~,---+--------1----------+-----------+-----------I "! "'<];o_____jl-------------+------------1-----------1 CD o•• 1----------,eo,l.. -----------l-----------l-----------l------------l------------l----------+-----------+----------+-----------+-----~-:t~.l i::~.!ll~.!!-!!--jl---------------l------------1-----------l ,o 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50 124+00 124+50 125+00 125+50 SCALE: 1"•20' END CONSTRUCTION 16" DOMESTIC WATER MAIN STA. 124+82± (11Y2i'STA. 121+94.27 STA. 122+04.67 4 FERNLEAF A'""NUE CONNECT TO EXISTING 16" WATER GOLDENROD A'""NUE -..:' I~ 444"2158"RT \ 24 26 ~ 24 26 // , I l ,..yi;; \\r MAIN PER DETAIL@ '"'Y'- -L '' Ill '.: • ' II ' I I I \'' -'-' \ I -(',. "' Ill _," •• '" h ,'., \ \ ''-, ,I ,:;-.,~ I l ' <71-' ---1--1+1-'-+--fa -~;:.;.-1:.all-'0..~-=°'~,:c,,-:,-_ -_21 ~ - -;1 ~ ~ --1\\ \' 27 STA. 121'+91 '~ ~-_-0~ ~ , \ . E E n "" _ ~ E -E ·c , ;;:-.,. • ~-"-'',--> \' ~ ~ "r •'=?.=c,--~ ¼'~ ,.(\- ~ ,:;-~:;1 -~ I -·· __ 1__2~ w \ 124+00 --\6"W (ACP)-"' ( 126+00 SCALE: HORIZ: 1"•20' VERT: 1"•4' " • \ S49"24'11"E ff ~:='eeeeej§~"=$e~=$!/~l:.s (~fl~; ~ l'@ ~ ~ ;'-'·•-~~~ 18"5S (OCSP / / --_ -~-'--1--~==Cl-------~---------+----S-/o-,. ~l.----.J.'.:~.J+·/--,.{fL/2'"'_'"_" __ .,,-;::,·a5-tse,;9l------''v~---==3~00'.!:!_'.=±c.._ _ _.:~::'...l!-N'---4"'·•l;,;...----1--I-__,-__ .£.VJ-'. ---'- 0 __ /; \ ·--. 124 / '"hdl--L ·ss --.__ "ss -'--~----a"ss --7-11 ---11-f-~_,1)8 ·ss ------'--B"l:iS -----~a"ss ____ ......,..___'a"ss -1-1-1-1--+H--"l'~ " ------a"ss --1" t-==+-------P-e) +4-o---V S59'09' 49"E -~ STA. 120+13.88 \_ 4 45"00 OO"RT ' N15•50•11"E -- 1 (ABN -,, -,,_-=~c:::.,---1-/ ---11-"'t".---10"W (ABNO) / / j+-l-'"1-+=¥-'---------- \ /A ' '-..... ~' _/ \. / '----._ . I I -::==I= ~-II 7 ' / + / . '[!~_g!:µ~~-f~;~□qf~:',/'v~t--"cc--><-=~ ~I< • _'_-<.G 1 __ /' :' 1--_/-t---+----_2"7G /7"""_ -H +-2_;"\~;~~i~~i;;;;~~·;;,,"G5':-==~~~~~:;;~;~'c;2·~•0~~~'-~~fs ij }V----2,---+t+-,.-+I+-/-2"G " , 2" L, 'G ,) 2·i·c ------1'----l-2"G - 27)-STA. 121 52.78 ------// " W\J. I '-. '---/ / - -l, X ...___-...,/"-.__./ - --_( '-......-/ - --/ ,--: 7 I ) -1i:: /( - - --• - ----/ - (2i} I'-1 N8613'52"E '--STA. 123+15 /~ □ ~ i:l g STA. 12 L+63 / I ; '/..__,,/ -/ ~ 21 CONNECT TO EXISTINu u 1 ;,, '--'---' _ ~ I 21 @ ,. 8 1 '~ WATERMAIN SEE DETAIL/"'I' '-..:S:,,:;TAc::·c..,1c=:2:.,,4+,.:.,:::,68"-==~.,+...--' " al ;,, 50' 0 ~ 0, Qi; ' X CONNECT TO EXISTING 6 I ~ g f ~ ' - 7'± I 1---1\f-H'--lt----tlt--'r--+l WATERMAIN SEE DETAIi ( ~ I c.::": "' I > ),..--... I c' i __/ w ~ "' -~ lb ---~=---N ~ IG I -1 E ~7 , , ~sm1 RB!O!;llcQ:rn!]!oQNN-~NK••lI ••:as~-4\, , 111 1 -\ n , , , -·oTEs To CONTRACTOR 1 1 I ~ / w'" ~l ~ I '-, 5TH A'-'ENUE © INSTALL 16" CML&lW STEEL PIPE (5/16" MINIMUM PLATE lHICKNESS) AND 1. '' , Y FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. SlD-106-L Q "' V SEE NOTE 18 ON SHEET 2. t '!-. , I-' CONlRACTOR SHALL VERIFY DEPlH, LOCATION, ANO DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSlRUCTION OF MAINS. .c w V C 0 "'- E 0 <O .,. ,-.. f -!fl j2 ® PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONlRACTOR TO POlHOLE l~I " ~z "' -° EXISTING UTILITY NOT FOUND DURING DESIGN POlHOLE INVESTIGATIONS TO A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND °' PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. ~ 2. I "-..: ' ' , N VERIFY DESIGN APPROACH. I'\'-.. ~ ® INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. I/ @ INSTALL 6" FLG RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH VARIES I/ DWG NO. SlD-510-L AND SlD-511-L " WATER LINES TO BE INSTAL1£D WllH A MINIMUM COi/ER OF 48" BELOW ;:!: FINISHED SURFACE. o I ~ CONlRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ci: ABOVE lHE PROPOSED PIPELINE PER SPPWC 224-1. e!. 3. 4. @ REMOVE PIPE AS REQUIRED TO INSTALL 18" DI BLIND FLANGE AT CONNECTION POINT. I ALL lRAFFIC LOOPS, SlRIPING, REFLECTORS, ETC. SHALL BE REPLACED '.;)-, STA. 120+57.51 ,---,. ~ "1 i--L--4 34•3519-LT r--\t 122'9441 "~=...-5. ~ 1.--:G pa/4-'sel-Hll-l--~II IN KIND. f':> BEGIN CONSTRUCTION , ~I/ FOR CONSlRUCTION OF / _ __.;1 I '-1'. 8" SEWER SEE SHEET NO. 15 STATION EQUATION ' ,I // @ ABANDON IN PLACE EXISTING WATERLINE. CAP AND FILL PIPE WllH 1-SACK SI.URRY. @ REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSlRUCT NEW PIPE. @ FILL EXISTING PIPE WllH 1-SACK SI.URRY, PLUG WliERE INDICATED WllH 6" lHICK 6. w w POlHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO "CLIENT" POlHOLE I NUMBER OF POlHOLE REPORT LOCATED IN lHE APPENDIX OF SPECIFlCA TIONS. '.;)-, MINIMUM CONCRETE AND ABANDON IN PLACE. (•) NEXT TO POlHOLE DENOTES UTILITY NOT FOUND WliERE FJELD MARKED _§, DURING INIIESTIGA TION. ~ D o 7. WliEN PROPOSED PIPELINE CROSSES MWI> LINE, INSTALL PER MWI> STANDARD ~ 21 , c,,_ @ REMOVE AND DISPOSE OF EXISTING 8" WATER MAIN AND REPLACE WllH NEW 16" DRAWING IN SPECIFICATIONS. CONTACT MWI> AT LEAST TWO DAYS PRIOR TO ~ ~ , I CML&:lW STEEL PIPE. STARTING WORK. '6 ,. / @ RECONNECT EXISTING SERVICE OR FIRE HYDRANT. C 4 <fl V> S.TA. 120+25.32 --------.----------------r--.-----,-----------------.---....----------.--------.-------------------------6_0_3--I~ STA. 102+87.01 °lSOl!_!ti) • '-..... ~~:c:;,( • STA. 120+00.00 YEASII '-._ ,. ~ FOR TEE CONNECTION AND VALvt: :--... f,,,\/""7, I R ,1/ "' J ' ,. ~-!:; ', ~--~ '2/ ; ' I I '/ f\ c__:: A. 45"00'00"LT APPROVAL RECOMMENDED: REVIEWED: <fl /4 c,•' ~l STA. 120+20.00 g ~1<oFESS1~ CORONA DEL MAR ~ ~ &4t£(· ,,,..-;; /, FOR REGULATING VALVE /;ft ... ~ .. L ... % P 5 0 M A 5 l-----+-------4-----------+-----I 7 ~.J__,_ Qa.-.. -_ , TRANsMIssION PIPELINE IMPROVEMENTS ~ FOR CONSlRUCTION OF 24" PIPELINE SEE SHEET NO. 13 • ~ ;, 11 / / VAULT CONSlRUCTION, • 7 3 H t c t D . AR~II G RCE 70740 DAHLIA AVENUE/FIFTH AVENUE . 16" WTM PLAN AND PROFILE ;i' ~~-,!/~IJ''J_ <..~( < SEE SHEET NO. 16 ~ .. ~.i.l114 Suit~t2oio en re nve MICHAEL J.A~~~~C:r RCE 46214 PA~~IOR Cl~ ~NGINEER STA. 120+00.00 TO STA. 124+82± iE ~ fl"-11"1<:ll 1"-' \ -FOR CROSS GUTTER AND ,. Santa Ana, CA CITY ENGINEER DESIGNED: DRA\\tl: w 5341 s ~ . #, ~ • '::, """-. .......,__ CURB RETUffiEPAIR ?ti:,~dlf (714) 751-7373 Fax (714) 545-8883 NG GADD CITY OF NEWPORT BEACH ,___-___ -_ _,\:! L... _________________ o_AH __ LIA __ ""_~_N_U_E ________ SEE __ D_ET_A_IL..::@ .. ~1~--------...L--------L-------------..1....N_o_ • ..,__D_ATE_.....J._DE_s_cR_1P_11_0N_oF_RE_VI_S1_0N_s _________ .....J._AP_P_Ro_VE_D_._D_ATE_, __ ~'::'h:.::·::3:.:·::t:2=::::::::::: ...... c_H_Ec_K_rn_,...a;:J.ll"'-D-ATE.....::1..,_1/-".30::.l/-"12.._ ____ P_u_s_L_1c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ .....J._SH_E_E_T..;1_4;.._0F....;;3..;8;......i~ l----------t----------+----------+----------+----------+------------Mt---"'!------------ir------------J-------8lH-c:>,.;-+---------+----------I .,; r ;:, -:,::-.i + -- 1-----+-----------l~------+-------+-------1-------3:fi:~-----+----::=:::-=-:=±:-:=----"'~-flf~+-------t----+20--------i :!------------J-----/'~EX.,..ISTING SURF A E ,i-0-'-'VE=-R'---------i"""l' ;:;,:i:,-.-H -----------t---------J t~~ s < "'-"' i:'i'a: / =n lEROl'lc. -IPc. u, z 0:: I 7 I J I ;:. -•• I C: "" I \ u p: t • ·-)( i I \ ~ ·4-n V -\ I J w = i . ... I i55~ !m~ l----------+----------+----------+----------+----------+----------j----,c5',f-'=;;,:~>=--'' ~";-.------t-------------j------------i'rc5 !I! !I! 1----------+----------+------------+-----------+----------+----------+---t----------,1-,,._0NSTROC1 60Cr0r8'~-+-------+---+------------1f------,---S-C_A_LE-,---1 I \\J_~~------------:::--D .. Z r BEGIN CONSTRUCTION 81 STA. 400+00.00 400+00 I l () a J 0 - EXTRA STFIEN~.. -· HORIZ: 1'=10' VERT: 1'•4' 400+50 410+00 8" SEWER MAIN 80 EAST COAST HIGHWAY cj -I ~ ---I \ -=-----r- \\ \ 85 ~· =-~c--="'~ -\ --=-= I L_rn-==v\ ====1~~ \ / 1' -------1 B" W (R CP) ------o/- -z ro <:( ,.____, fJ] > -- 90 --\ I ------- \ ,\ CORD/YA DEL ;'v/AR s ---------- CHEVROJV STAT~JO:JV(__--;;~~~~---ss---------- _-ss -' CONNECT TO EXISTING SEWER LATERAL PER CITY OF NEWPORT BEACH STANDARDS. SEE NOTES TO CONTRACTOR NO. 1 AND 7. rs ~ ss - 83 DAHLIA AVENUE I I I ~"00'32'W FOR CONSTRUCTION OF 24'-~ PIPELINE SEE SHEET NO. 13 ,, \ b ------------------------ ' I ;/ I FOR VAULT CONSTRUCTION SEE SHEET NO. 16 , '1 @ @) @ 1. 2. 3. 4. 5. 6. 7. cor,,,s I RIJCTION NOTES INSTALL 8' EXTRA-STRENGTH VCP PER CITY OF NEWPORT BEACH OWG NO. STD-106-L BREAK INTO EXISTING MANHOLE AND RE-CHANNEL BASE PER DETAIL@. CONSTRUCT 48" DIA MANHOLE PER CITY OF NEWPORT BEACH STD DWG NO. STD-401-L CONNECT TO EXISTING 8' SEWER USING AN 8" BAND SEAL SEWER REPAIR COUPLING. MANHOLE INVERT ELEVATIONS TO BE AS SHOWN ON PLANS. ABANDON IN PLACE EXISTING 8' VCP SEWER AND 6' LATERALS. FILL WITH 1-SACK SLURRY AND PLUG ENDS WITH WATER TIGHT BRICK AND MORTAR, REMOVE AND DISPOSE OF INTERFERING PORTIONS. REMOVE EXISTING MANHOLE AND BASE AND DISPOSE OF RUBBLE OFFSITE INSTALL 6' SEWER LATERAL CONNECTION TYPE 'B' AND FITTINGS AS REQUIRED PER CITY OF NEWPORT BEACH STD DWG NO. STD-407-L REMOVE AND DISPOSE OF INlERFERING PORTIONS OF 8' VCP SEWER. INSTALL SEWER LATERAL WITH CLEANOUT PER CITY OF NEWPORT BEACH STD DWG NO. STD-406-L INSTALL SEWER MAIN TERMINAL CLEANOUT PER CITY OF NEWPORT BEACH STD DWG NO. STD-400-L 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48' BELOW FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. POTHOLE NUMBER PROVIDED IN PROFILE CORRELA TES TO 'CLIENT' POTHOLE NUMBER OF POTHOLE REPORT LOCATED IN THE APPENDIX OF SPECIFICATIONS. (•) NEXT TO POTHOLE DENOTES UTILITY NOT FOUND Wl-iERE FIELD MARKED DURING INVESTIGATION . COORDINATION WITH PROPERTY OWNER TO REROUTE ON-SITE SEWER DISPOSAL TO NEW SEWER LATERAL LOCATION WILL BE PERFORMED BY THE CITY OF NEWPORT BEACH. E a 0, ... r-- "' ~ " -.i ... r--0 I -If) e!. I ~ ~ w w I If) / C "' w V 0 I a C [;: / If) "' C-4603 :2 .---------,..-------------...... -....,.---...... ----------------....,.----,..----------r--------"T""--------------------------1/ APPROVAL RECOMMENDED: PSOMAS ~-~-----~~ 7..Lf/4-· 3 Hutton Centre Drive Suite 200 Santo Ano, CA (714) 751-7373 Fa x (714) 545-8883 t---t-----t------------------t-----l MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: \:2 , '.?,, {2= If) CORONA DELMAR ~ REVIEWED: ~U ,;. . TRANSMISSION PIPELINE IMPROVEMENTS ! t:' DAHLIA AVENUE -8" SEWER MAIN PLAN AND PROFILE 0 PA~~l:~~VI tN~~E; 740 STA. 400+00.00 TO STA. 400+69.99 ~ 1-D--E--SIGN""":,ED=,~~D=RA=~=, ~-+------------------~--------!~ NG CADD CITY OF NEWPORT BEACH W-5341-S w ,__ _____ __,~ CHECKED: J..B DATE:11 I 30I 12 PUBLIC WORKS DEPARTMENT SHEET 15 Of 38 ,,,,-._ ____________________________________________ ......_ _______ ...._ _____________ ...__..._ ___ ..._ ________________ ..._ __ ...._ _____________ _.__....,.......,...., __________________ _. ____ ....;....;__.::- 'b I 1,, 41 FOR CONTINUATION Of'\ PIPELINE SEE SHEET 13 / ' \ ' ~· .. • • . 42 ,,.-r---._ I _, .... I ,' \ \ ·, I 'I I I ,\. / I '-/ .-:_ ~ .... ~ . .. p / --. '-i.., ... ... Q -il I ... . '---'b I 1f ;,, ~ ~ -- -~ r \L ' 12· ~I 6 EXISTING CURB -p I---__. SCALE: 1/2"=1'-0" FOR CONSTRUCTION Of 16" __ _, PIPELINE SEE SHEET NO. 14 3 EXISTING a• SEWER IFl -A --- / / / 'b v ~ I - -~- \ (((W)))) ------ I I -I \ 41 Ii 1 / 16" F __ _, ,;:., ' -~ -- M ~-4' i I l " ,:; ' " l I 'i I ~~, \r--------ill j~ P ··= 1 ~ A e== '\ 45 -\ 47 47 _, ✓ ' ' ~--·"·""· '6 ~ - 0 ,,---, - 'J V ~ -;.;:;;:;: ,.. ·4 ,d • ·-• 0 --· '----""': l'I. ,_ C < ~-:.1--:-• -0) . ® QJ ,. 6 ~ 6 ,,,_ ,,,_ ,,,_ ,,,_ p. I-" p. 65 Q M j - [I] 12· @] j • -I "' 47 Q N /AC SURFACE , V V • :.t · 1lft!I : ~~B~<E' "<S,. IS ..... r-c .>! o~~ ~ ~ ~v~-~;-0 • ~ ~m "'" • • • "°o r D • 0 44 45 I ;.. ~ J J -'""'", '\ ,/ ' I -I \ I I .... ~,, I ~ 56 TYP f, p. ,/' p. J' p. .,.. ]':. ~ SECTION A-A EXISTING EDGE OF GUTTER R I ~ ~ [I] 50 51 I' I i,, I - ( ' --~ '- I I I ~ C46l ~ 11' ' ,.- 11 • I I ! ! • ,✓; '-0) i-;_\ ~ \ 'Ji \'-/ B ~ Q ' . 48 48 p @ 43 B 1f 'o -;-;-.. = .. -:-: L ------------,, ' ! -~ I ' ... ,,, .... , .. 0 ·, • -co I . l@TYP -F [1] I L_ _ _J ,. ... ]':. ... ]':. p. p. p. Jg, JC ,J' 59 I EXISTING 1 a• WATERLINE 1 AND VALl/f. VAULT -,_ , ~ \_ 16"x16"x6" DEEP SUMP EXISTING a• SEWER 3 R 1---\----{ p I:, . rn (1 51 \ {SB)TYP I I ' G 55 ~-71 ---, ..__ ----- • "' F I "' 5• i .___., J .... \ -I / 53 41 PIPELINE SEE SHEET 13 / FOR CONTINUATION Of / \ ' , PROPOSED a• SEYtER _ _, SEE SHEET NO. 15 FOR CROSS GUTTER AND 1---c_ CURB RETURN REP AIR ~ SEE DETAILffi @ 1-----<54 0 • EXISTING 5" ELEC CONDUITS 00 ! I I ( I I I I ~ ~ • • "' "' --u u w w __J __J w w ' ' ' ! VALVE AND EQUIPMENT UST 16" FLG PRESSURE TWO-WAY REGULATING/FLOW CONTROL VALl/f. (CLA-VAL 131G-51KXMOD) 16" FLG TURBINE METER (NEPTUNE HIGH PERFORMANCE 'MTH PRO-READ REGISTER) 12" FLG TURBINE METER (NEPTUNE HIGH PERFORMANCE 'MTH PRO-READ REGISTER) 16" CHECK VALl/f. (CRISPIN RUBBER FLAPPER, MODEL RF-161) 12" CHECK VALl/f. (CRISPIN RUBBER FLAPPER, MODEL RF-161) 16" FLG RWGV. INSTALL PER CITY Of NE'M'ORT BEACH DWG NO. STD-510--1 AND STD-511-1 12" FLG RWGV. INSTALL PER CITY Of NE'M'ORT BEACH DWG NO. STD-510-1 AND STD-511-1 16" FLG BUTTERFLY VALVE 'MTH HANDWHEEL 12" FLG BUTTERFLY VALVE 'MTH HANDWHEEL 16" VICTAULIC COUPLING (STYLE 99) 12" VICTAULIC COUPLING (STYLE 99) ALTERNATING TREAD STAIRS; 68" ANGLE (LAPEYRE OR APPROVED EQUAL). 3'x6' HATCH (BILC0 .D-AL-H20 OR APPROVED EQUAL) 36" DIAMETER ACCESS MANHOLE FRAME AND COVER, 'MTH THE LETTER "W-CAST IN THE CENTER Of THE COVER (ALHAMBRA FOUNDRY A-1498 OR APPROVED EQUAL) 4'x4' HATCH (BILC0 .D-AL-H20 OR APPR0l/f.D EQUAL) a• SCH BO PVC 1/f.NT PIPING PER DETAIL@. 1B'x10'x7' DEEP PRE-CAST CONCRETE VAULT (JENSEN PRECAST OR APPR0l/f.D EQUAL) DESIGN VAULT LID FOR H20-44 LOADING PER CBC TABLE 1607.6. GE0TECHNICAL REPORT IS PROVIDED IN APPENDIX Of CONTRACT DOCUMENTS FOR REFERENCE. CONTRACTOR TO SUBMIT STAMPED ENGINEERING CALCULATIONS FOR VAULT. 0 LIFTING EYE (APPROXIMATE LOCATIONS SHOWN). CONTRACTOR TO COORDINATE 'MTH VAULT MANUFACTURER. @ ® @ @ @ @ @ @ @ @ @) ® @) @ @ @) @ @) @ @) @ MAlERIAL UST 24"x16" WELD CML&TW STEEL REDUCER 16" WELDxFLG CML&TW STEEL 45• BEND 16" WELDxFLGxFLG CML&TW STEEL TEE 16"x12" FLGxWELDxWELD CML&TW STEEL TEE 16"x12" FLG CML STEEL TEE 16" FLG CML&TW STEEL SPOOL (LENGTH AS REQUIRED) (SEE NOTES TO CONTRACTOR #7) 16" FLG CML STEEL SPOOL (LENGTH AS SHOWN). SHIP ONE FLANGE LOOSE TO FACILITATE FIELD FIT AND WELDING 16" FLGxVICTAULIC CML STEEL SPOOL (LENGTH = 12") 16" FLGxVICTAULIC CML STEEL SPOOL (LENGTH AS REQUIRED) 12" FLG CML STEEL SPOOL (LENGTH AS SHOWN). SHIP ONE FLANGE LOOSE TO FACILITATE FIELD FIT AND WELDING 12" FLG CML STEEL 90" BEND 12" FLGxVICTAULIC CML STEEL SPOOL (LENGTH AS REQUIRED) 12" FLG CML&TW STEEL SPOOL (LENGTH AS REQUIRED) (SEE NOTES TO CONTRACTOR #7) 12" WELD CML&TW STEEL go• BEND 12" WELD CML&TW STEEL SPOOL (LENGTH AS SHOWN) 12" WELDxFLG CML&TW STEEL SPOOL (LENGTH AS SHOWN) PIPE SUPPORT ASSEMBLY PER CITY OF NE'M'0RT BEACH STD DWG NO. STD-522-L CONCRETE PIPE SUPPORT PER DETAIL@. PIPE PENETRATION THROUGH VAULT WALL PER DETAIL@. 12" Of ENGINEERED FILL COMPACTED TO 90,i; RELATil/f. COMPACTION PER ASTM D1557. INSTALL FLANGE INSULATING KIT PER DETAIL@. SEE NOTES TO CONTRACTOR #12. @ 4• SCH BO PVC PIPE CAPPED THROUGH VAULT WALL FOR FUTURE ELECTRICAL E 0 0, ., r--- FOR CONTINUATION Of7 PIPELINE SEE SHEET 13 \ "-EXISTING GUTTER FLOWLINE EXISTING EDGE OF GUTTER R FOR CONTINUATION Of_/ PIPELINE SEE SHEET 13 --, .._ I ........ l'\._EXISTIN G 5" DEMOLITION NOlES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NOlES TO CONTRACTOR I I I I ELEC C ONDUITS "XISTING SEWER MANHOLE '-+==c::_==-====-i 2 ' I I I (D REMOVE AND DISPOSE Of EXISTING VAULT, INCLUDING VAULT, MANHOLE FRAME AND ~.-•-: -;.--,J C0Vf.R, PIPING, VALl/f.S, COUPLINGS AND ANY OTHER APPURTENANCES. o> • " EXISTING 18" WATERLINE 5 CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS Of EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION Of MAINS. (;\;l[k,): 16.116 •• 6• DEEP SUMP ® REMOVE AND DISPOSE Of EXISTING MANHOLE AND BASE. .f ., r--- 0 I A MINIMUM CLEARANCE Of 12" BETWEEN EXISTING UTILITIES AND PROPOSED 6 , ... --",.,.,.,. 0 REMOVE AND DISPOSE Of INTERFERING PORTIONS Of EXISTING SEWER PIPELINE. _ PIPELINES SHALL BE MAINTAINED AT CROSSINGS, UNLESS 0THER'MSE NOTED. 'j' © ABANDON IN PLACE EXISTING SEWER LATERALS FROM GAS STATION PROPERTY LINE >--WATER LINES TO BE INSTALLED 'MTH A MINIMUM C0l/f.R Of 48" BELOW 7 TO ABANDONED SEWER MAIN. iJi FINISHED SURFACE. / ® REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING WATER MAINS. ~ CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE w THE PROPOSED PIPELINE PER SPPWC 224-1. @ PLUG END Of EXISTING 18" PIPE 'MTH 6" THICK MINIMUM CONCRETE. ~ ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. PLAN 0 FILL EXISTING 18" WATER MAIN PIPE 'MTH 1-SACK SLURRY AND ABANDON IN PLACE. -~ V CONTRACTOR TO COORDINATE RELOCATION Of SEWER LATERALS FROM @ REMOVE AND DISPOSE Of EXISTING AB0l/f. GROUND VENT PIPING, INCLUDING CONCRETE 'f PROPERTY PRIOR TO START Of SEWER PIPE DEMOLITION. BASE AND APPURTENANCES. o C G: ALL STEEL PIPE 'MTHIN VAULT SHALL BE EPOXY COATED PER SPECIFICATIONS, _,,,- NOT MORTAR COATED. i;e C-46O3 ~ ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD 1/f.RIFY. ,--------"T"--------------.---,-----,-------------------,----,-----------.---------.----------------------------..:..:---1_,,,- APPR0VAL RECOMMENDED: REVIEl'tf:D: en GROUNDWATER ELEVATION IS UNKNOWN AT THIS LOCATION. E CORONA DEL MAR ~ EXISTING 1/f.NT PIPING, VAULTS, POSTS AND OTHER COMPONENTS HAVE UNKNOWN p s O M A s l---+-----,f---------------1----l /»J~j__ TRANSMISSION PIPELINE IMPROVEMENTS ~0.,0 QUANTITY Of MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS __L cl_ IN FIELD. ALL MASS CONCRETE SHALL BE REMOl/f.D EVf.N WHEN NOT SHOWN. 3 Hutton Centre Drive MICHAEL J. SINACORI, RC£ 46214 C£ 70740 REGULATOR VALVE VAULT PLAN AND SECTION ;!; Suite 200 ASSISTANT 1-....:!SEe!:NfillOR~C~I ~~!!!NE!,!E~R---1-----------------------------J :g 11. FOR SPECIFICATIONS OF VALl/f. AND EQUIPMENT ITEMS, SEE CONTRACT DOCUMENTS. Santo Ano, CA CITY ENGINEER DESIGNED: DRA\\N: W 5341 S 3' ffi (714) 751-7373 Fox (714) 545-8883 NG CADD CITY OF NEWPORT BEACH --w 12. ALL JOINTS SHALL BE BONDED PER DETAIL@. 1'2.. '.3, \'2.... f---------1f'i L.. ____________________________________________ _._ _______ ...._ _____________ ....__N_o_ ....... _D_ATE_ ...... _DE_s_cR_1P_TI_oN_OF_RE_VI_S1_0N_s _________ ...... _AP_P_Ro_VE_D..._D_ATE_: ___ • __ • _____ ... c_H_Ec_K_ED_, __ .LB_..__D_A_TE...;:1""1.;;30"'-"12:;.i... ____ P_u_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ ....J._SH_E_E_T_1;_6;;._0F....;;3..;8;..,.,J ~ 5 1 7 EXISTING AC PAVEMENT -------{ 4 r----- SECTION B-8 1 ----1~"11H1-t11------l11++-lll---+=l----fil--f' r 1 cill::UHJ-lll--ill-tH-t::Hr, L \:'J PLAN LEGEND u -CUTLINE FOR PIPE REMOVAL 2 ~ '---'1---------r-- 10'± -AREA OF VAULT TO BE REMOVED DURING PIPE INSTALLATION REGULATOR VALVE VAULT ABANDONMENT DEMOLmON SCALE: 1/4•-1'-o• B J PROPOSED CONNECTION POINT FOR NEW 24• CML&TW STEEL PIPE 0 0 ® ® 0 1. 2. 3. 4. 5. 6. 7. CONS I RUCTION NOTES INSTALL 24• CML&TW STEEL PIPE (3/8• MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NE\W'ORT BEACH DWG NO. STD-106-L INSTALL BUTT-STRAP PER DETAIL@. 3o•x24• WELD CML&TW STEEL REDUCER DEMOUTlON/ABANDOMENT NO I ES REMOVE AND DISPOSE OF INTERFERING PORTIONS OF VAL VE STRUCTURE. DRILL HOLES IN BOTTOM OF EXISTING VAULT AND FILL WITH 1-SACK SLURRY PRIOR TO ABANDONMENT. REMOVE AND DISPOSE OF EXISTING MANHOLE FRAME AND COVER. CUT, REMOVE, AND DISPOSE OF ENTIRE LENGTH OF EXISTING WATER LINE PIPE WITHIN THE VAULT. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG ON WEST SIDE WITH e• MINIMUM CONCRETE AND ABANDON IN PLACE. REMOVE AND DISPOSE OF PIPE SPOOLS AND COUPLINGS. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWliEELS, LADDER, AND FLANGES. CONCRETE PIPE SUPPORTS MAY BE ABANDONED IN PLACE COORDINATE DELIVERY TO SALVAGE YARD WITH CITY OF NE\W'ORT BEACH. EXISTING 30-INCH PIPING SHALL BE FILLED WITH 1-SACK SLURRY PLUG AS INDICATED AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE AND FITTINGS UP TO PROPOSED CONNECTION POINT (10'± FROM EDGE OF VAULT). BACKFILL VAULT VOID WITH 1-SACK SLURRY. NOTES TO CONTRACTOR ALL MEASUREMENTS SHOWIII ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. GROUNDWATER ELEVATION IS UNKNOWIII AT THIS LOCATION. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWIII QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL BE REMOVED EVEN WliEN NOT SHOWIII. 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. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 4a• BELOW FINISHED SURF ACE. WliEN PROPOSED PIPELINE IS NEAR MWD LINE, CONTACT MWD AT LEAST TWO DAYS PRIOR TO STARTING WORK. S14 '27'13.E STA 106+50.40 445-00'oo• LT 23 FERNLEAF AVENUE I-EXISTING METROPOLITAN WATER I DISTRICT 30• STEEL WATERLINE PROTECT IN PLACE SEE NOTES TO CONTRACTOR NO. 7 FOR CONTINUA ON OF 24• S14'27'13•E PIPELINE SEE F EE=T-'--"N'-"O'--. -'--'13,__ _______ --=,_t--;~A :--ftr---:;:::::;----,--.,-t-i-" EXISTING LAGUNA BEACH COUNTY WATER DISTRICT 30• STEEL WATERLINE EXISTING REGULATOR VALVE VAULT SEE ABANDONMENT DETAIL THIS SHEET II I II ""' zr II II ~;;; STA 106+57.82 445-00'oo• LT 63 EAST COAST HIGHWAY \ EXISTING 30• STEEL TEE END CONS I RIJCTION STA 106+63.43 CONNECT TO EXISTING 30 WATER FERNLEAF AVENUE AND EAST COAST HIGHWAY , 2 "' SCAILE: 1/4• -1•-0• STA. 400+00.00 N 2,166,957.6166 E 6,067,489.8017 II II "' EXISTING INV. 108.47 EXISTING INV. 108.47 I I '1 \ I I EXISTING INV. 108.44 STA. 400+00.00 N 2,166,957.6166 E 6,067,489.8017 EXISTING INV. 108.44 EXISTING 4a•----1 SEWER MANHOLE \ ~/~"'it:L :-3 / EXISTING 5• VCP N47"32'46•E EXISTING 4a•----1 SEWER MANHOLE \ r=r-,.:..,-.---t~ -_ =-3 ,, I EXISTING 5• VCP 88 83 \ I II 11.~¼ / II I II 0,;,f Ii ~ s::, 11" 11 ,. 1 ~.II$ i EXISTING MODIFY EXISTING MANHOLE INV. 108.41 PLUGGED MANHOLE OUTLET-__ \-.:,.-=~ PROPOSED INV. 108.41 FOR CONTINUATION 5• SEWER PIPELINE SEE SHEET NO. 15 I 89 EXISTING PROPOSED MATERIAL UST ABANDON IN PLACE EXISTING 5• VCP SEWER AND LATERALS. FILL WITH 1-SACK SLURRY AND PLUG ENDS WITH WATER TIGHT BRICK AND MORTAR, REMOVE AND DISPOSE OF INTERFERING PORTIONS. PLUG BULKHEAD OPENING WITH WATER TIGHT BRICK AND MORTAR. MODIFY EXISTING BASE AND FORM NEW CHANNEL REMOVE AND DISPOSE OF INTERFERING PORTIONS OF 5• VCP SEWER. BREAK INTO MANHOLE PER SPPWC STD PLAN 208-1. EXISTING SEWER MANHOLE RE-CHANNELING SCAILE: 1/2• -1•-0• , 3 "' N47'32' 46.E MODIFIED MANHOLE E a r--..,. O> a, ~ " ,; ..,. r-- 0 I N 0 >' I ff) / le'.' w w I ff) / C a, a C c:: / ff) "' .-----,-----------r----,---r-------------,----,r:-:-----------------,---=------.-----------------=C:...-...:4..:6..:0.:.3-1g APPROVAL RECOMMENDED: REVIE\\£D: <fl PSOMAS ~-~-----~~ 7~4--· 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER APPROVED DATE:~\ i~•~:3~·~1=2---.~-- CORONA DELMAR ~ TRANSMISSION PIPELINE IMPROVEMENTS ~ CE 70740 DEMOLITION, CONSTRUCTION, CONNECTION AND ~ SENIOR NEER SEWER MANHOLE RE-CHANNELING DETAILS 8 1-;D:;:ES;:;:IGN~ED:;':'--"'-"f';;D;:;:RA;;;\\N;:;:=--+-------------------~-.:_----I JE CITY OF NEWPORT BEACH W-5341-S w t---------l z CHECKED: J..B DATE: 11 30 12 PUBLIC WORKS DEPARTMENT SHEET 17 OF 38 ~ ::,; NG CADD 2• AIR/VAC VALVE ASSEMBLY PER OTY Of NEVtPORT BEACH DWG NO. STD-515-L EXISTING SIDEWALK AND CURB\ EXISTING AC PAVEMENT \ • . BUTTERFLY VALVE. INSTALL PER OTY Of NEVtPORT BEACH DWG NO. STD-510-L AND STD-511-1 <----6" FIRE HYDRANT ASSEMBLY PER OTY Of NEVtP0RT BEACH DWG NO. STD-500-L 2• TAPPED OUTLET TO BE PROVIDED BY STEEL PIPE MANUFACTURER. CML&TW STEEL PIPE PER CITY Of NEVtP0RT BEACH DWG SEE DETAIL "A" 1. 2. NO. STD-515-L SEE NOTE 3 I 0 I -ll-l-----1+-<--- PLACE CEMENT MORTAR COATING PER A WWA C205 NEAR TOP Of 0 NOTE: (SEE NOTE 1) I I IN SULA TING BUSHING. 6" FLANGED OUTLET, INCLUDING FITTINGS AND ISOLATION VALVE, PER CITY Of NEVtPORT BEACH DWG NO. STD-525-L SEE PLANS FOR HORIZONTAL LOCATION OF AIR/VAC ASSEMBLY, LINE VALVE AND/OR FIRE HYDRANT FOR EACH SITE. 2-1/2°x2• REDUCING INSULATING BUSHING lmAP WllH TEFLON TAPE TO OUTSIDE lHREADS OF BUSHING. SCREW BUSHING TIGHT IN COUPLING. AFTER INSERTING CORPORATION STOP BUSHING MUST BE COMPLETELY SCREWED INTO WELD-OLET. 3. lmAP lHREADS Of CORPORATION WllH TEFLON TAPE. 50X LAP SCREW CORPORATION STOP FULLY INTO BUSHING AND MAKE-UP TIGHT BEFORE INSTAWNG BUSHING. 4. CONTRACTOR SHALL PAINT CURBSIDE RED ADJACENT TO FIRE HYDRANTS PER CALIFORNIA OMV COOE 22514. TYPICAL AIR/VAC ASSEMBLY, PIPE LINING DETAIL "A" 3/8" MIN SEE NOTE 2 (/) f;l < .... g; iS ~ l,J :r: ~ . TOOL EXISTING CONCRETE SURFACE AND APPLY BONDING AGENT TO EXISTING CONCRETE TO BOND WllH SADDLE CONCRETE C PIPE COATING .~ ..... ----~ "' • • • • CON CRETE SADDLE TO BE lHE DIAMETER Of lHE VALVE BODY. LINE SADDLE WllH 1 / 4 • lHICK NEOPRENE. 1• CHAMFER VAULT FLOOR DOWEL AND EPOXY #4 REBAR 6" INTO FLOOR SECTIONC-C #4 0 12" EACH WAY PLAN POL YElHYLENE OR POL YURElHANE ROPE TYPE FILLER (TYP.) .• PIPE PER PLAN -~ LINK-SEAL WALL SEAL --+--~ STANDARD SERVICE NON-INSULATING TYPE •M• .. • • • APPLY 1 • Of GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE (B0lH SIDES Of MEMBER) TYP. 1---VAULT WALL EXISTING SURFACE 2'x2'x9" REINFORCED CONCRETE SLAB FOR CONTINUATION OF Of VENT PIPING SEE SHEET /'E'-i AND l'N\ w w ITEM 0 0 0 MATERIAL LIST DESCRIPTION a• DIAMETER STAND PIPE VENT PER CITY OF NEVtPORT BEACH DWG NO. STD-537-L-A 8 SCH 40 PVC 90" PUSH-ON ELBOW 8 SCH 40 PVC PIPE NOTE: SEE SHEET 15 FOR VENT PLACEMENT LINE VALVE AND FIRE HYDRANT CONFIGURATION ,r 1 ' CONCkE IE PIPE SUPPORT @ WALL PENETRATION' 3" AIR VENT DETAIL' 4" NOT TO SCALE STEEL PIPE WITH 1 /2" MINIMUM PLATE lHICKNESS _,, --4' -L , '.> LJ - l = = '> = ' '--, --, \ END SEAL (TYP) 801H ENDS SEE NOTE 3 NOTES: 1. 2. 3. 4. 5. STEEL CASING SHALL BE ASTIM A283, GRADE C, ASTIM A570, GRADE 30 OR 33 OR ATIM A36 UNLESS 0lHERWISE NOTED. SPACING BETWEEN lHE CASING INSULATORS SHALL BE PER lHE MANUFACTURER'S RECOMMENDATIONS EXCEPT THAT lHERE SHALL BE AT LEAST 3 CASING INSULATORS PER PIPE SECTION, ONE 12• FROM EACH JOINT AND ONE CENTERED. ADDm0NALLY, ONE INSULATOR SHALL BE INSTALLED 12" FROM EACH END OF lHE CASING. 801H ENDS OF lHE CASING BETWEEN lHE CASING AND CARRIER PIPE MUST BE SEALED WATERTIGHT USING A PULL-ON RUBBER END SEAL SUCH AS MODEL AC AS MANUFACTURED BY ADVANCED PRODUCTS & SYSTEMS, INC., CALPIC0 MODEL C, OR APPROVED EQUAL BANDS SHALL BE TYPE 316 STAINLESS STEEL CASING SHALL BE INSTALLED BY lHE BORE AND JACK METHOD. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE BUTT WELDED, FULL CIRCUMFERENCE. 12· 12· INSULATOR WITH 12· I SKIDS (TYP), SEE NOTE 2 D - ~ ~ -1 ---.... -- ~ - 1.,,.-- D \_ CENTER INSULATOR IN EAC H PIPE JOINT PIPE SECTION • 24 CML & TW WELDED STEEL PIPE WITH 3/8" MINIMUM PLATE lHICKNESS CENTERED IN CASING 24 • WELDED STEEL PIPE CENTERED IN CASING STEEL PIPE WITH 1 /2" MIN. PLATE lHICKNESS MIN. I.D.• 36" SECTION D-D STAINLESS STEEL CASING INSULATOR WllH POLYETHYLENE SKIDS. SMITH-BL/>JR 800 SERIES, ADVANCE PRODUCTS & SYSTEMS, INC. MODEL SSI OR APPROVED EQUAL. ALL BOLTS AND BANDS SHALL BE TYPE 304 STAINLESS STEEL OR BETTIER. NOT TO SCALE 1 8 NOT TO SCALE \.. 1 8 , SCALE: 1 /2" = 1'-o• 1 8 "" ,,. EXISTING 16" MLCCSP WATERLINE ITEM @ @ @ @ 38 38 30" CML & TW STEEL PIPE MATERIAL LIST DESCRIPTION BUTT STRAP PER DETAIL@ EXISTING SURF ACE 39 38 23 r EXISTING 16" MLCCSP WATERLINE ►~-m---( EXISTING 6" PVC FIRE HYDRANT LINE ITEM REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. 16" WELD CML&TW STEEL SPOOL (LENGlH AS REQUIRED) @ @ @ @) 16" WELD CML&TW STEEL 45· BEND ® @ 1 e• WATER RECONSTRUCTION NOT TO SCALE EXISTING MEDIAN\ _____________ / '------'-r--E-XISTING SURFACE EXISTING TIRACER l\'1RE 75 DESCRIPTION 4 78 4 30" CML & TW STEEL PIPE 10'-6"± MATERIAL LIST 74 75 77 EXISTING 6" PVC FIRE HYDRANT LINE REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. 6° AWWA C-900 PVC PIPE 6° PVC COUPLING 6° MJ 45" BEND INSTALL lHRUST BLOCK PER OTY Of NEVtPORT BEACH DWG NO. STD-510-L-E TRACER WIRE SHALL BE REPAIRED AND PLACED PER CITY Of NEVtP0RT BEACH STD-550-L e• WATER RECONSTRUCTION @ NOT TO SCALE 1 8 0 C L m ID C 0 "" E 0 OJ -0, "' • "O ~ " 0 I "' 0 I t--:r: ~ I" w w :r: ~ C "' m ID 0 I 0 C G.: / (/) STEEL CASING DETAIL 5 C-4603 " (/) ;"' .--------.---------------,--,-----,------------------,---.---------"""T---------y---------------------------1/ NOT TO SCALE 18 APPROVAL RECOMMENDED: P S O M A S 7~,L_ 1--+----+------------------+------l MICHAEL J. ~NACORI, RCE 46214 3 Hutton Centre Drive Suite 200 ASSISTANT CITY ENGINEER Santo Ano, CA (714) 751-7373 Fax (714) 545-8883 REVIEWED: (/) CORONA DELMAR ~ < TRANSMISSION PIPELINE IMPROVEMENTS ~ 0 0 PAlRICK ARCINI CONSTRUCTION DETAILS ;!; SENIOR CIVI '° f,,D=E~"'"GN"'m"",'--'N""G'r:Dc'='RA.,,,\\l<e.:,:...,_CA-DD+----C-I-TY_O_F_N_E_W_P_O_R_T_B_E_A_C_H __ -r-_W_-5_3_4_1 ___ s---l ~ 1---------l ~ CHECKED: JLB DATE: 11 30 12 PUBLIC WORKS DEPARTMENT SHEET 18 OF 38 / L...-----------------------------------------------L--------..l...---------------L--J.,_---..1...-----------------..I...--....L.--------.....l.----;:.i....-..:.:.i:==---------------------~-......;...;;__;;_:;_J::, NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: \1 ·~· 11= I I I EXISTING 30" GUNITE COATED STEEL PIPE TO REMAIN IN PLACE STA. 300+ 73.29 4191425 RT 1 END CONSTRUCTION 30" WATER LATERAL "A" STA. 300+78± ,,.---i:C-:iON;i';N-iE~C=T "'T=o"=E"'Xl::S""T.-30=•-:GU=N""ITE;-;C""Oc;"A"'TE'"D:-{ 8 23 STEEL WATER MAIN INV. EL 112± ( NOTES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. 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 48" BELOW FlNISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL TRAFFlC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 'S '" .., I ~- 0 I ---::---==---t II , . / I ' SEE SHEET 6 FOR C,f)NTINµA TION \ I 8 "'-l ' "/J} ;RECEIVING PIT ' '·:: . . . . 9 STA. 29+ 78.50 SEE SHEET 13 FOR CONTINUATION OF 24" DOMESTIC WATER MAIN BEGIN CONSTRUCTION 30• WATER LATERAL "A" STA. 300+00 (WESl) - 24" DOMESTIC WATER MAIN STA. 29+87.18 SOUTHWESl) - ,...:,2"c4"==,DOM~EccS-.'TI;e,C,,,WccA'-"IER='"'"'M=Al'=N-;S"'TccA.~99=-+c'7~9~.1=2~SOU~TH~ ___ (6'/7, INSTALL 30" WELDxFLGxFLGxWELD TEE, 24"x30" FLGxWELD INCREASER (SOUTHWEST & SOUTH) 2X 2X 30" FLG BUTTERFLY VALVES (NORTH & WESl) 24" FLG BUTTERFLY VALVES (SOUTHWEST & SOUTH) INV. EL 108.08 .... SEE SHEET 6 FOR CONTINUATION OF 30• DOMESTIC WATER MAIN -----------STA. 29+94.00 9 CD ® 0 CONS I RuCllON NOTES INSTALL 30• CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FlTllNGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 24" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FlTllNGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL 24" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY TO VERIFY DESIGN APPROACH. INSTALL AIR/VAC ASSEMBLY AND/OR FlRE HYDRANT PER DETAIL@. JACK AND BORE 24" CML&TW STEEL PIPE WITH 36" CASING (1/2" MIN PLATE THICKNESS) PER DETAILffi '1Y INSTALL BUTT-STRAP PER DETAIL@. REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FlLL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH WATER LATERAL •A• AND CONNECTION DETAIL 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. AT EAST COAST HWY & MACARTHUR BOULEVARD , 1 .... SCALE: 1/8" • 1'-0" CONTRACTOR TO FlELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30• STEEL PIPE FOR A DISTANCE OF 40 FEET ( OR 1 JOINl) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. CONTRACTOR TO FlELD WELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30" MLCC STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINl) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. @ REMOVE MEDIAN NOSE AND RECONSTRUCT PER CITY OF NEWPORT BEACH STANDARDS. RELOCATE SIGN POST AS DIRECTED BY CITY. .., I END CONSTRUCTION EXISTING 30" MLCC STEEL PIPE TO REMAIN IN PLACE 23 WATER LATERAL "B" STA. 400+ 23± CONNECT TO EXIST. 30• CML&C WATER MAIN ---@ INV. EL 257± SEE SHEET 11 FOR CONTINUATION OF 30" DOMESTIC WATER MAIN STA. 400+18.27 4 48'03 24 RT @------- BEGIN CONSTRUCTION ... -= WATER LATERAL "B" STA. 400+00.00= • • I 30• DOMESTIC WATER MAIN STA. 72+77.71 :_ , •• INSTALL 30" WELDxWELDxFLG Sll TEE, SEE SHEET 11 INV. EL 257± :· •. . :-, • . ~-. ' ~ ' 1 6 WATER LATERAL •e• AND CONNECTION DETAIL AT SAN MIGUEL DRIVE & SAN JOAQUIN HILLS ROAD SCALE: 1/4" -1'-o• I I I I I I I I EXISTING 18" SD STA. 400+07.00 14 45'00 00 LT I I I I .c w V C a "'- E a n "' ,.._ c,, • 'O "' .,. ,.._ 0 I .,. 0 I >-I '.'.), I!' w w I '.'.), C -~ w V 0 I a C 5, VJ "' C-4603 ~ .--------...--------------,--,-----,-------------------,-----,...---------.----------.--------------------------I/ VJ APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 7~L-- MICHAEL J. SINACORI, RCE 46214 ASSISTANT CI TY ENGINEER CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS w i'c ! 0 0 PAlRICK ARaNIE A, RCE 70740 CONNECTION DETAILS i SENIOR CIVIL GINEER <D 1--,,-,-,,,"-"""--"'-".s-=="'-----¼------------------~--------lji DESIGNED, NG ORA~, cAoo c1TY oF NEWPORT BEACH f---w_-5_3_4_1_-_s~~ CHECKED: DATE: PUBLIC WORKS DEPARTMENT 19 38 ,,; JlB 11 30 12 SHEET OF L_ ________________________________________ J_ ______ ..,_ ___________ ....J._...,j_ ___ .J.... ______________ ...,j_ __ ..J... _______ ..,_ __ ...,:::aa:,i____.=="'-----------------..L..-....:..:::..._::.::...J::e NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: \2-~· \'2...- / / /4 \ \ '{ \ EXISTING 18" STEEL WA ERLIN ... II- EXISTING CURB FACE EXISTING LIP OF GUTTER 23 3 EXISTING 18" STEEL WATERLINE \ \ \ EXISTING 54" STORM DRAIN ~\ BEGI ' CONSTRUCTIO~ 1 \ 18" DOM TIC WATER MAIN STA. 10+.00\.00 CClf'INECT TO EXISTING 18 WATER~ ~M~N-\\-- SHEET 4 _ IN EL 3\ \ \ ---------- I ---------- 3 \ \ \ \ \ __..\--------\ \ \ \ \ \\ \ \ I I I FOR CONSTRUCTION OF 18" \ \ \ PIPELINE SEE SHEET NO. 4 \ \ \ I EXISTING TELEPHONE CONNECTION DETAIL AT BAYSIDE ~~l~-~D CARNATION AVENUE@ ---CENTERLINE 2ND STREET FOR CONSTRUCTION OF 24" PIPELINE SEE SHEET NO. 4 STA. 2+00.00 2ND ST. - 37 STA. 18+65.32 (CARNATION AVE) 24"x12" FLGxFLGxWELDxFLG CROSS ~NTERLINE CARNATION AVE/ I @ I-I---EXISTING 12" WATERLINE (ACP) SEE NOTE 6 1------<13 FLGxPE >----<11 ,___ _ _,13 FLGxPE ,.., I ... -F---.l;T7i----f15 --~"--....0::C.... _____ ...L r---.1.· SEE NOTE 6 1-1---EXISTING 12" WATERLINE (ACP) GX)NNECTION DETAIL AT CARNATION AVENUE AND 2ND AVENUE '3 " SCALE: 1/2" -1'-0" .... 20 .. I G) 0 001'11S I RuCTION 1'110 I ES INSTALL 30" CML&TW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 18" CML&TW STEEL PIPE (5/16" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. PRIOR TO STEEL PIPE SHOP DRAWING SUBMISSION CONTRACTOR TO POTHOLE EXISTING UTILITY NOT FOUND DURING DESIGN POTHOLE INVESTIGATIONS TO VERIFY DESIGN APPROACH. ® INSTALL 30" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L 0 ® @ INSTALL 24" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL AIR/VAC ASSEMBLY AND/OR FIRE HYDRANT PER DETAIL@. INSTALL 12" FLG BUTTERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L @ INSTALL 8" FLG RESILIENT 'ltEDGE GATE VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL 12" CML&TW STEEL PIPE (1/4" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 8" CML&TW STEEL PIPE (1/4" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. INSTALL 12" TRANSITION COUPLING INST ALL 8" TRANSITION COUPLING INSTALL BUTT-STRAP PER DETAIL@. REMOVE EXISTING PIPE AND APPURTENANCES AS REQUIRED TO CONSTRUCT NEW PIPE. FILL EXISTING PIPE WITH 1-SACK SLURRY, PLUG WHERE INDICATED WITH 6" THICK MINIMUM CONCRETE AND ABANDON IN PLACE. CONTRACTOR TO FIELD 'ltELD EXTERIOR JOINT OF BOTH SIDES OF THE EXISTING 18" CML&C STEEL PIPE FOR A DISTANCE OF 80 FEET (OR 2 JOINTS) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. CONTRACTOR TO FIELD 'ltELD EXTERIOR OR INTERIOR JOINT OF THE EXISTING 30" STEEL PIPE FOR A DISTANCE OF 40 FEET (OR 1 JOINT) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HAVE A STEEP GRADE. @) SUP-ON FIELD WELDED COMPANION FLANGE (1 OR 2 AS NEEDED) NOTES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. A MINIMUM CLEARANCE OF 12" BET'ltEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" BELOW FINISHED SURF ACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL TRAIFFIC 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 TEE/VALVE ASSEMBLY AND CONNECTING PIPE AND FITTINGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WOTH LOCAL, STATE, AND FEDERAL REGULATIONS. _____. ... ----e"SS FOR CONSTRUCTION OF 30" PIPELINE SEE SHEET NO. 12 1 EXISTING 30" STEEL PIPE ___-sc STA. 81+ 70.26 405"31139 LT ---~- DRIVEWAY ENTRANCE HARBOR VIEW SHOPPING CENTRE EXISTING 30" STEEL WATERLINE 6 9 T / CONNECTION DETAIL AT PACIFIC VIEW DRIVE ' 2 " SCALE: 1/4" -1'-0" 20 .... ·~ FOR CONSTRUCTION OF 24" PIPELINE SEE SHEET NO. 5 STA. 3+00.00 4TH ST. • 37 STA. 26+07.38 (CARNATION AVE) 24"x8" FLGxFLGxWELDxFLG CROSS 4 7 @ SEE NOTE 6 CENTERLINE CARNATION AVE/ CENTERLINE 4TH AVE--I ,I----EXISTING 8°' WATERLINE (ACP) _J -----='-------~ 7 1----<·14 FLGxPE ,-.--112 b -I ;,, ,___--<14 FLGxPE CONNECTION DETAIL AT CARNATION AVENUE AND 4TH AVENUE '4 " SCALE: 1 /2" • 1 '-o• - --------- C-4603 0 C E 0 .,. U) "' "' • "O .; .,. " 0 I U) 0 ~ I ~ f'.'.' w w I <fl / C "' ·;;; " 0 I 0 C 5-</) "' <fl ;:; r---------,r---------------r---r---"""T----------------"""T----ir----------.----------r----------------------------1/ APPROVAL RECOMMENDED: PSOMAS ~-~-----~~ 7J..1}4-· 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER APPROVED DATE: ~1~2-·'?>---· ~l'.L~-- REVIE\IED: CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS <fl w gc: ~ / 0 0 PATRICK ARCINI RCE 70740 CONNECTION DETAILS ~ SENIOR CIVIL NGINEER '° 1-::::::=::';c'-'-"'"f::~~'-'----t------------------~------~O DESIGNED: NG ORA~: CADD CITY OF NEWPORT BEACH W-5341-S ~ N PUBLIC WORKS DEPARTMENT SHEET 20 OF 38 _,,, ::> CHECKED: DATE: .LB 11 30 12 MATERIAL UST @ CONSTRUCT NEW CONCRElE CURB AND GUTlER PER CITY OF NEWPORT BEACH STD DWG STD-182-L @ CONSTRUCT NEW CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD DWG STD-181-L-B. @ CONSTRUCT NEW CROSS GUTlER PER CITY OF NEWPORT BEACH STD DWG STD-186-L AND THIS DETAIL STA. 4+00.00 ALLEY. = STA. 123+17 (5TH AVE) 16"x6" WELDxFLG TEE FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 18-'----' STA. 1+04 4 45'0000 LT STA. 1+07 445'0000 RT 19 STA. 1+09 EXISTING 6" WATERLINE (ACP) '--' I EXIST CONSlRUCTION JOINT JOIN EXIST PVMT 113.17) FS EXISTING 8" WATERLINE (ACP) 18 CONNECIION DETAIL AT 5TH AVENUE AND ALLEY , 2 '\ SCALE: 1/2" • 1'-0" .. 21, □ JOIN EXIST CURB BEGIN NEW CURB (113.68) TC (113.00) FS JOIN EXIST PVMT 113.07) FS JOIN EXIST CURB 60 END NEW CURB {113.88) TC (113.22) FL \---,__ LANDSCAPE AREA -.___I /--------- EXISTING CURBFACE 112.87 Fl N 2,188,958.08 E 8.087,425.01 JOIN EXIST PVMT JOIN EXIST PVMT (113.12) FS {112.99) FS 62 112.81 Fl N 2,166,945.86 E 6,067,425.80 ' ' ' EXISTING FLOWLINE EXIST CONSlRUCTION JOINT BEGIN NEW UP OF GUTTER 60 JOIN EXIST PVMT {113.39) FS EXISTING EOGE OF CONCRElE GUTTER TO BE REMOVED NEW UP Of GUTTER JOIN EXIST PVMT (113.20) FS CENlER LINE OF DAHLIA AVENUE PROPOSED FLOWLINE NEW P Of GUTTER JOIN 1ST PVMT (112.8 ) FS JOIN EXIST PVMT (112.86 FS JOIN EXIST PVMT (112.85 FS SAWCUT AND JOIN EXISTING PAVEMENT EXISTING EDGE OF \ CONCRElE GUTTER \ EXISTING FLOWUNE JOIN EXIST FLOVtUNE N 2,166,917.55 E 6,067,447.48 (112.91) Fl NEW UP OF GUTTER JOIN EXIST PVMT N 2,166,919.18 E 6,067,4-45.48 (112.99) FS JOIN EXIST PVMT 112.79) FS CROSS GU I I Eti AND CURB RETURN REPAIR SCALE: 1/4" • 1'-0" CONS I RI.JCllON NOTES EXISTING CURBFACE JOIN EXIST \---,__ ROlECT RAMP 112.81 Fl N 2,188,914.05 & E 11.087,435.88 IN PLACE NEW CURB (112.98 TC (112.88 FS JOIN EXIST PVMT JOIN EXIST PVMT 112.70 FS (112.76 FS LEGEND JOIN EXIST END NEW CURB 60 (113.32) TC (112.74) FS (112.58 Fl N 2,166,901.77 E 6,067,439.00 JOIN EXIST PVMT N 2,166,901.83 E 6,067,436.95 (112.77) FS D LIMITS OF NEW CONCRETE GUTTER 1 21 @ INSTALL 6" FLG RESILIENT WEOGE GAlE VALVE PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L INSTALL 6" CML&TW SlEEL PIPE (1/4" MINIMUM PLAlE THICKNESS) AND FITTINGS. INSTALL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L SEE NOlE 18 ON SHEET 2. INSTALL 6" TRANSITION COUPLING REMOVE EXISTING PIPE AND APPURlENANCES AS REQUIREO TO CONSTRUCT NEW PIPE. INSTALL 16" TRANSITION COUPLING INSTALL 16" FLG BUTlERFLY VALVE (CL 150) PER CITY OF NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L NOTES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACILITIES AND CONNECTION POINTS PRIOR TO CONSTRUCTION OF MAINS. 2. 3. 4. 5. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSEO PIPELINES SHALL BE MAINTAINEO AT CROSSINGS. WAlER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 48" Baow FINISHED SURFACE. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSEO PIPELINE PER SPPWC 224-1. ALL TRAFFlC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. EXISTING 6" WATERLINE (ACP) - I \-5• WAlERLINE (ACP) ,_ __ 6" GAlE VALVE 8" WA lERLINE (ACP) STA. 124+68 5TH AVE 8"x6" TEE EXISTING r, STA. 5+04 19 18, 1----< FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 STA. 5+00.00 FERNLEAF DR = STA. 124+68 (5TH AVE) 16"x6" WELDxFLG lEE PROPOSED 6. SNAP CUT EXISTING AC PIPE AND REMOVE INlERFERING PORTIONS OF PIPE AS NECESSARY TOPROVIDE ROOM FOR CONNECTION DETAIL NEAR NEW TEE/VALVE ASSEMBLY AND CONNECTING PIPE AND F1T11NGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STAlE, AND FEDERAL REGULATIONS. 5TH AVENUE AND FERNLEAF AVENUE SCALE: 1/2" • 1'-0" 3 21 24" STORM DRAIN 8" GAlE VALVE 6" WA lERLINE (ACP) 5.5'± EXISTING 24" STORM DRAIN - CUTUNE EXISTING 16" WA lERLINE (ACP) 16"x8" REDUCER FOR CONSTRUCTION OF 16" PIPELINE SEE SHEET NO. 14 CONNE:CIION DETAIL TO EXISTING 1 e• WATERLINE SCALE: 1/4" • 1'-0" 36 PROPOSED , 4 '\ .... 21, EXISTING 16" WATERLINE (ACP) STA. 124+82± 35 C-4603 0 L .c 00 " C 0 "'- E 0 "' "' r-- "' • " "' ..,. r--O I <D 0 ..'-:r: ~ I':> w w :r: ~ C "' 00 " 0 I 0 C 5-(f) "' (f) ;'.': ---------.---------------...... ------....-------------------,----,----------..-----------,....-----------------------------1/ (f) CORONA DELMAR ~ APPROVAL RECOMMENDED: REVIEWED: P S O M A S 7.Lfj,L_ f----+-----+-------------------+--~MICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8663 ASSISTANT CITY ENGINEER <( TRANSMISSION PIPELINE IMPROVEMENTS ~ 0 0 PAlRICK ARaNIE A, RCE 70740 MISCELLANEOUS DETAILS ;,!; SENIOR CII/IL GINEER '° I-D--ESl...,,GN"'=rn"",""'""NG""D""RA""l'.t-l"":""-'--CA-DD+----C-I-T-YO_F_N_E_W_P_O_R_T_B_E_A_C_H __ : ___ w=_--5=3=4=1=-=s=~t APPROVED DATE: l2.-'!,· 11= CHECKED: DATE: PUBLIC WORKS DEPARTMENT 21 38 ./ L..-------------------------------------------------...J--------.....1.---------------.L..N_o_ . ..J..._D_A_rr _ __._D_Es_CR_1_P_TION __ Df_R_E111_s_10N_s __________ __. ___ ..J... _________ 1.... __ ......:J..::aB~--1:.:11.;3::::0:L.:.!12a1.. ____________________ .,L_SH_E_ET_::....:._OF.....;::..:::....J ::, 3 LAYERS OF TAPE VtRAP REQUIRED ONLY ONE LA YER IS SHOWN FOR CLARITY ADDITIONAL REINFORCEMENT (TYP) :--L ~ • 4" EXTRA HEAVY HALF COUPLING (THREADED) 1-1/2" Ml VtRAP HANDHOLE PER PIPE MANUFACTURER'S RECOMMENDATION 3 LAYERS OF TAPE VtRAP AND CEMENT MORTAR COATING PLACED IN FIELD OUTSIDE WELD ©,---,,----T7--<E70XX "t" MIN • • • .· e: .•. '-[___-'-----_ _J____j_~_...::;.~C::, cil HOLD BACK MORTAR COATING 2· ~ TO FACILITATE FIELD TAPING MIN n. OVER WELDED JOINT n. NEW PIPE 2"x4"x13 Go. W.W.M. SEE NOTE 5 HANDHOLE DETAIL N.T.S. CEMENT MORTAR PLACED IN FIELD STEEL CYLINDER EXISTING PIPE CEMENT-MORTAR LINING 2"x4"x13 Ga. W.W.M. CHIP MORTAR LINING AS 3 LAYERS OF TAPE VtRAP REQUIRED ONLY ONE LA YER IS SHOWN FOR CLARITY ADDITIONAL REINFORCEMENT (TYP) :--L • • I. • 2" MIN 4" MAX (TYP) 3 LAYERS OF TAPE VtRAP AND CEMENT MORTAR COATING PLACED IN FIELD REQUIRED FOR INSIDE WELD (TYP) 2"x4"x13 Go. W.W.M. .. • • • • • • •• [ • NEW PIPE ~ ~ HOLD BACK MORTAR COATING 2" 2" MIN CEMENT MORTAR PLACED IN FIELD GAP VARIES 2" MIN STEEL CYLINDER EXISTING PIPE OUTSIDE WELD TO FACILITATE FIELD TAPING MIN 6" MIN/10" MAX INSIDE WELD ~--,7--<E70XX OVER WELDED JOINT "t" MIN E70XX>--"'CT---e-' "t" MIN "t''= MINIMUM PLATE THICKNESS TYPICAL SECTION N.T.S. (SHOWN IN PROFILE) NOTES FOR BUTT-STRAP JOINT: 1. BUTT-STRAPS TO BE FURNISHED (AS HALF-CYLINDERS) AND SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLATE SHALL BE 1/4" THICK BY 1" WIDE) 2. 14-INCH MAXIMUM LENGTH OF BUTT-STRAP FOR FIELD CLOSING SECTION. 3. FOR PIPING 16-INCH IN DIAMETER THROUGH 24-INCH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT; THE HANDHOLES SHALL BE LOCATED 120' APART. FOR PIPING 30-INCH IN DIAMETER, FOUR HANDHOLES ARE REQUIRED PER EACH BUTT-STRAP JOINT; THE HANDHOLES SHALL BE LOCATED 90' AP ART. 4. PIPING WELDS SHALL BE OUTSIDE WELDS AND INSIDE WELDS. FOR PIPING SMALLER THAN 24-INCH IN DIAMETER, OUTSIDE WELDS ARE ACCEPTABLE. 5. WELD PLUG TO COUPLING AND CEMENT MORTAR LINE OR COAT EXPOSED INTERIOR METAL SURFACES WITH 11 MILS (MIN) EPOXY COATING IN FIELD. 6. ALL WELD ROD TO BE 6010, 6012 OR APPROVED EQUAL 7. FIELD APPLICATION OF LIQUID ADHESIVE AND INNER AND OUTER TAPE LAYERS SHALL CONFORM TO AWWA C214 SECTION 4. FIELD TESTING SHALL CONFORM TO AWWA C214 SECTION 5. 8. PREPARE EXPOSED STEEL FOR FIELD TAPE COATING PER SPECIFICATION 207-10.4.7.2.9.3 BUTT-STRAP JOINT NOT TO SCALE ADDITIONAL WIRE REINFORCEMENT 3 LAYERS OF TAPE VtRAP REQUIRED ONLY ONE LA YER IS SHOWN FOR CLARITY OUTSIDE WELD "t" MIN E70XX">-T"T~~!-ft 1"± MIN. 3 LAYERS OF TAPE VtRAP AND CEMENT MORT AR COATING PLACED IN FIELD CHIP MORTAR LINING AS REQUIRED FOR INSIDE WELD TAPE VtRAP COATING (TYP) •· ~ ~~~~~~~~~~···• ~ c~n.:I • HOLD BACK MORTAR COATING 2• 1• 2" STEEL CYLINDER TO FACILITATE FIELD TAPING MIN OVER WELDED JOINT CEMENT-MORTAR LINING 1 4" FOR PIPE SIZES SMALLER THAN 24" 1/2" FOR PIPE SIZES 24" AND LARGER CEMENT-MORTAR PLACED IN FIELD WITH STEEL TROWEL FINISH INSIDE WELD WELD "t"= MINIMUM PLATE THICKNESS "t " MIN IN FIELD (SHOWN IN PROFILE) NOTES FOR LAP WELDED JOINT: 1. ALL WELDED JOINTS SHALL BE DOUBLEPASS WELDED ON THE OUTSIDE OF THE PIPE UNLESS OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED ABOVE. 2. PIPING WELDS MAY BE OUTSIDE WELDS OR INSIDE WELDS. FOR PIPING SMALLER THAN 24-INCH IN DIAMETER, OUTSIDE WELDS ARE ACCEPTABLE. 3. WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL USE THE LAP-WELDED SUP JOINT. 4. ALL WELD ROD TO BE 6010, 6012 OR APPROVED EQUAL 5. FIELD APPLICATION OF LIQUID ADHESIVE AND INNER AND OUTER TAPE LAYERS SHALL CONFORM TO AWWA C214 SECTION 4. FIELD TESTING SHALL CONFORM TO AWWA C214 SECTION 5. 6. PREPARE EXPOSED STEEL FOR FIELD TAPE COATING PER SPECIFICATION 207-10.4.7.2.9.3 LAP WELDED JOINT NOT TO SCALE CONTRACTOR SHALL PROVIDE A CONNECTION FOR PRESSURE TESTING &: DISINFECTING STEEL PIPE NOTES: .... 22,J r;4• R.W. GATE VALVE 4" PIPE STEEL WELDED DISHED HEAD (SHIP LOOSE) 6" OUTLET W/ 2• PLUG 1. ALL PIPING, VALVES AND FITTINGS SHALL BE RATED AT PRESSURE CLASS OF MAIN. TEST BULKHEAD r 4.., NOT TO SCALE NOTES: EXISTING RUBBER GASKET 1. WELD FULL CIRCUMFERENCE OF EXISTING JOINT. 3/4" EXISTING CCP BELL END , 2. FOR PIPING SMALLER THAN 24-INCH IN DIAMETER, OUTSIDE WELDS ARE ACCEPTABLE. 3. CONTRACTOR TO REMOVE AND REPLACE EXISTING FIELD CEMENT MORTAR LINING AT LOCATION OF WELD AS REQUIRED. 4. DISTRICT WILL PROVIDE INSPECTION OF ALL WELDS BY VISUAL INSPECTION OR OTHER MEANS. 5. CONTRACTOR TO REMOVE ALL DEBRIS FROM WELDING PROCEDURE AND DISINFECT THE AREA PER THE SPECIFICATIONS. 6. BEFORE WELDING EXISTING PIPE REMOVE MORTAR TO EXPOSE 3-INCHES OF SEAM AT BOTH ENDS OF WELDED PIPE LENGTH TO VERIFY NO WELDS EXIST. IF EXISTING EXISTING PIPE IS WELDED REPLACE MORTAR REMOVED; IF PIPE IS NOT WELDED SEE NOTES 29, 30, 31, 32 AND 33. JOINT WELDS FOR THRUST RESTRAINT OF EXISTING PIPE ® NOT TO SCALE 22 E 0 '° "' " "' • "O .,. .,. " 0 I " 0 I f- I ;'.!, r" w w I ;'.!, C "' ~ V 0 I 0 C 5 ff) "' C-4603 ~ .----------r--------------r--..-----r-------------------r---"'"T---------,---------r-----------------------------1/ ff) APPROVAL RECOMMENDED: REVIEWED: 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 7.Lf}4--· MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER CORONA DEL MAR ~ TRANSMISSION PIPELINE IMPROVEMENTS ! 0 0 PAlRICK ARCINI A, RCE 70740 MISCELLANEOUS DETAILS ;!; SENIOR CIVIL GINEER "' l---"'="-"e.!,=c""==-+---------------------,----------1 ~ DESIGNED: NG DRAWN: CADD CITY OF NEWPORT BEACH W-5341-S w 1---------lt,i CHECKED: .LB DATE: 11 30 12 PUBLIC WORKS DEPARTMENT SHEET 22 Of 38 ,,,- L--------------------------------------------.l...------....l--------------ll..-....J.---.....I..---------------....L--....l.--------l..----=.1.....__:~~"------------------..L...--==..1..-:.::....J :ae NO. DATE DESCRIPTION OF REVISIONS APPROVED DA TE: \~. ~• I '2-- • T -1----1-----T ------r------T------T CATV CATV MEDIAN 1-,__SEE NOTE 4 ~ +--+-+---10"SS f------10"SS ~ . --~"s.---1a"ss ~ 5' WIDE;:;;\ BIKE LANE \ SA1Y MIGUEL PARK SAN MIGUEL DRIVE CURB AND GUTTER SAN MIGUEL PARK VALVE RELOCATION , 1 ' SCALE: 1" • 20' MATERIAL UST INSTALL 24" CML&lW STEEL PIPE (3/8" MINIMUM PLATE THICKNESS) AND FITTINGS. INSTALL PER CITY or NEWPORT BEACH DWG NO. STD-106-L SEE NOTE 18 ON SHEET 2. (j) INSTALL 24" FLG BUTTERFLY VALVE (CL 150) PER CITY or NEWPORT BEACH DWG NO. STD-510-L AND STD-511-L 0 0 1. INSTALL AIR/VAC ASSEMBLY AND/OR FIRE H"YDRANT PER DETAIL@. INSTALL BUTT-STRAP PER DETAIL@. INSTALL BONDING WIRES or NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC ~ CONTRACTOR TO FIELD WELD EXTERIOR OR INTERIOR or BOTH SIDES JOINT or THE EXISTING 30• STEEL PIPE FOR A DISTANCE or 160 FEET (OR 4 JOINTS) PER DETAIL 3 ON SHEET 22. NOTE SOME PIPE SEGMENTS MAY HA VE A STEEP GRADE. PLACE ADDITIONAL BEDDING TO BOTTOM or ABANDONED VAULT FLOOR AND COMPACT TO 95:11: RELATIVE COMPACTION. DEMOLITION NOTES REMOVE AND DISPOSE OF VALVE STRUCTURE UP TO 6 INCHES BELOW PIPE INVERT. DRILL HOLES IN BOTTOM or EXISTING VAULT FLOOR AND ABANDON IN PLACE. REMOVE AND DISPOSE or EXISTING MANHOLE FRAME, COVER, AND VENT PIPES. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER AND FLANGES. CONCRETE PIPE SUPPORTS MAY BE ABANDONED IN PLACE. REMOVE AND DISPOSE or ALL s· VENT PIPING. NOTES TO CONTRACTOR WHEN PROPOSED PIPELINE IS NEAR MWll LINE, INSTALL PER MWll STANDARDS DRAWING IN SIPECIFICATIONS. CONTACT MWll (RICK BICKER OR TIM HATCH 714-577-5084) AT LEAST 1WO DAYS PRIOR TO STARTING WORK. B"W - 1 - ) 2 - - • • \ \ 1 . ,. ~ 3 " -e· -,= 1 f(~:= di N I i" l1lllJTI I II --~ -~ - ~ -" 11 \_ SEE DEMOUTION NOTE 1 EXISTING CONDmON LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED AC PAVEMENT /24" CML&C STEEL MAIN ) ---- ( s·-o· EXISTING CONDmON LEGEND D SAWCUT AND REMOVE EXISTING CML&C STEEL PIPE SECTION A-A SCALE: 3/8" -1'-0"' 23 II II II II s· BEYOND OUTSIDE or EXISTING VAULT WALL (TYPICAL BOTH SIDES) 34 2 GRASS SURF ACE 34 II II -1-1 ----,.(- II PROPOSED CONDmON TO AIR/VAC ASSEMBLY 23 7 AC PAVEMENT 2 23 24" CML&C STEEL MAIN 9 24" CML&C STEEL MAIN PROTECT IN PLACE PROTECT IN PLACE II II II II II II II II I . 3'-o· 3°-0· • • PROPOSED CONDmON SECTION B-B SCALE: 3/8" -1'-o•• C-4603 0, ~ "t) " .., " 0 I "' 0 " I {/l / (/} r-w w I '.'.!-c 0, ~ V 0 I 0 .~ "-/ {/l " {/l 2. 3. ALL MEASUREMENTS SHOWN ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. ;;: .--------.-----------------r----r----,------------------,-----,r--------""T---------r---------------------------t ✓ {/l w APPROVAL RECOMMENDED: REVIEWED: 4. CONTRACTOR TO REPLACE IN KIND AC PAVEMENT, CURB & GUTTER, SIDEWALK OR LANDSCAPE DAMAGED DURING CONSTRUCTION. P S O M A S 7..Lf)L- f--l-----1------------------1-----IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 ASSISTANT CITY ENGINEER Santa Ana, CA (714) 751-7373 Fox (714) 545-8883 CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS f"c ; 0 0 P lRICK ARaNIEG, 70740 SAN MIGUEL PARK VALVE RELOCATION ;,!; SENIOR CIVIL GINEER "' l-:o:c::ES1~G~NE='D,"-"'Nc.!\"::'DR:'!Acc\\N!!a, a!).c-AD-D+-----C-I_T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H __ --,,--W--5-3_4_1--S~~ CHECKED: Jl.8 DATE:11 30 12 PUBLIC WORKS DEPARTMENT SHEET 23 OF 38 ;:!, L..---------------------------------------------1--------...L-------------..,__..,_ ___ _._ ________________ _._ __ ...._ ________ ,__ __ ...;;;;:a.,,,.._""""'""".:.a.1.--------------------L---;,._....,;;.,,;;,,__J:,e NO DATE DESCRIPTION OF REVISIONS APPROVED DA TE: 11..-'.!,· ( 'L- ANODE lEST STATION SEE DETAILS~ ~ IN SULA TING JOINT SEE DETAIL@ MONITORING lEST STATION SEE DETAILS aYJ\ ~ 24" CML&TW WAlER MAIN CD )> ~ CJ f'T1 CJ Al INSULATING JOINT SEE DETAIL@ nmm CARNATION CARNATION AVE UULJUUl~LJLJUUc.JcJULJUWU REGULATOR VALVE VAULT--------7fj7,J SEE SHEET 2 FOR CATHODIC PROlECTION DETAILS ANODE lEST STATION -- SEE DETAILS~ ~ IN SULA TING JOINT SEE DETAILffi @ 11011 Via Frontera, Suite C, San Diego , CA 92127 Tel. (858) 576-0226, Fax (858) 576-0004 ""() )> Q ~ 0 0 0 )> (/) -i :r -G) :r :£ 30• CML&TW WA lER MAIN ANODE lEST STATION SEE DETAILS~ ~ 16" CML&TW WATER MAIN MONITORING lEST STATION SEE DETAILS/2Y'3\ ~ ANODE lEST STATION SEE DETAILS~ ~ MONITORING lEST STATION SEE DETAILS~ ~ APPROVAL RECOMMENDED: P 5 0 M A 5 7J..f/j___ 1------1----+-------------------l------1 MICHAEL J. SINACDRI, RCE 46214 3 Hutton Centre Drive Suite 200 ASSISTANT CITY ENGINEER Santo Ano, CA (714) 751-7373 Fox (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: l'.l-·~· C? REVIEWED: PATRICK ARCINI A, RCE 70740 INSULATING JOINT SEE DETAIL@ ANODE lEST STATION SEE DETAI ~ ~ IN SULA TING JOINT SEE DETAIL@ C-4603 CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS CATHODIC PROTECTION SITE PLAN SENIOR CIVIL G~IN':"E"'ER'---t--------------------,-------11 DESIGNED: ORA~: NG CADD CHECKED: DA TE: .l.B 11 30 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5341-S SHEET 24 OF 38 ANAL GRADE-----,_ IN SULA TING JOINT lEST LEADS (UNPR01EC1ED SIDE UNPR01EC1ED SIDE OR EXISTING PIPE-_/ 1' MIN TYP NOTES: ~---TO lEST STATION SEE DETAILS (3Y4\ ~ ~--INSULATING JOINT lEST LEADS {PROlEClED SIDE) PROlEClED SIDE ~-APPLY PElROLATUM TAPE ~--DIELEClRIC INSULATING FLANGE KIT SEE DETAIL @ DO NOT APPLY PETROLATUM TAPE IF FLANGE IS LOCAlED ABOI/E GRADE OR IN A VAULT. INSULATING JOINT TEST STATION (IJIS) @ NOT TO SCAILE 25 xxx xx+xx T LABEL 'MTH j ___ ---i XXX STRUCTURE NAME CONNECTION HARDWARE {TYP ____ LABEL 'MTH lEST STATION IDENTIACATION --..____5• X s• PANEL BOARD SOLDERLESS LUG CONNECTOR {TYP) ~-WIRE IDENTIAER {TYP) SEE DETAIL@ '-lEST LEADS MONI I CRING TEST STATION TESTBOARD @ NOT TO SCALE 25 11011 Via Frontera, Suite C, San Diego, CA 92127 ,c ANAL GRADE TO lEST STATION SEE DETAILS~ ~ lEST LEADS EXOTHERMIC WELD (TYP) SIEE DETAIL @ MONITORING TEST STATION " 2" NOT TO SCALE 25 .... ,,. PREPACKAGED 3-60 lb HIGH POlENTIAL TO lEST STATION SIDEWALK CURB OR EDGE OF ROAD ANODE LEAD 'MRE {TYP) ~~'IEST LEAD AND DRAIN WIRE EXOTHERMIC WELD (TYP) SIEE DETAIL ffi \W ""'-PROJECT PIPE 5' (TYP) MAGNESIUM ANODES ____ _,/ ANODE TEST STATION (ATS)PLAN @ NOT TO SCAILE 2 5 20• X 20• CONCRElE COLLAR f', REBAR HOOP {TYP)---- COVER MARKED CP-lEST ,--CONCRElE TRAFFIC VALVE BOX lEST BOARD ,,---ANAL GRADE FLUSH MOUNTED TEST STATION @ NOT TO SCAILE 25 TO lEST STATIION----------_ SEE DETAILS LJYNu ~ z :i in TOP OF ANODE BOTTOM ct P""'"-~ PREPACKAGED 3-60 lb HIGH POlENTIAL MAGNESIUM ANODES-_,/ lEST LEAD AND DRAIN 'MRE'---- 5' ANAL GRADE ------,_ - EXOTHERMIC WELD {TYP) SEE DETAIL@ ATS SECTION ' A " NOT TO SCALE APPROVAL RECOMMENDED: P S O M A S 7~J .. ~ l----ll-----+-----------------1----1 MICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 ASSISTANT CITY ENGINEER Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 Tel. (858) 576-0226, Fax (858) 576-0004 NO. DATE DESCRIPTION Of REVISIONS APPROVED DATE: li· '.!,· lb ------5• X 5• PANEL BOARD ,----LABEL 'MTH lEST STATION IDENTIACA TION r-====::::.:==-,r--LABEL 'MTH STRUCTURE NAME (TYP) XXX xx+ ,,---SOLDERLESS LUG CONNECTOR (TYP) I,-----CONNECTION HARDWARE {TYP) WIRE IDENTIAER ffi (TYP) SEE DETAIL \W IN SULA TING JOINT lEST LEADS {PR01EC1ED SIDE) '---IN SULA TING JOINT lEST CONNECTION HARDWARE (TYP) SHUNT FOR GALVANIC LEADS (UNPR01EC1ED SIDE OR EXISTING PIPE) IJ IS rEST BOARD@ NOT TO SCAILE 25 5• X s• PANEL BOARD xx+xx LABEL 'MTH PIPE STATION IDENTIACATION A----LABEL AS SHOVtN (TYP) --COPPER BUS BAR _,___SOLDERLESS LUG CONNECTOR (TYP) ANODES (TYP) ..J.l-l~J A--WIRE IDENTIAER (TYP) SEE DETAIL@ REVIEVt£IJ: PATRICK ARONI G RCE 70740 SENIOR CIVIL NGINEER DESIGNED: DRA\\tol: NG CADD CHECKED: DA TE: JL8 11 30 12 lEST LEAD AND DRAIN 'MRE ANODE LEAD WIRES NUMBER AS REQUIRED ATS TEST BOARD@ NOT TO SCALE . 25 C-4603 CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS CATHODIC PROTECTION DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5341-S SHEET 25 OF 38 STAINL£SS STEEL NUT (lYP) ---~ STAINLESS STEEL STUD----- ST AINLESS STEEL WASHER (TYP INSULATING WASHER (TYP'I----~ IN SULA TING SLEEVE,------, INSULATING GASKET~--, BOND WIRES FLANGE ELBOW EXOTHERMIC WELD (TYP) SEE DETAIL ffi @ TEE ---BOND WIRES 1 (TYP) BOND WIRES 2 (TYP) VALVE PIPE/STRUCTURE --SLEEVE ~RE --GRAPHITE MOLD WIRE 1. FILE PIPE/STRUCTURE TO BARE METAL AND CLEAN SURF ACE. 2. STRIP INSULATION FROM WIRE AND ATTACH SLEEVE. 3. HOLD MOLD FIRMLY WITH OPENING AWAY FROM OPERATOR. IGNITE WITH FUNT GUN REMOVE SLAG FROM CONNECTION WITH CHIPPING HAMMER. 4. COVER CONNECTION WITH BITUMASTIC COATING OVER ALL EXPOSED METAL, PLACE WELD CAP OVER CONNECTION. REPAIR ALL DAMAGE TO COATING AND LINING IN ACCORDANCE WITH MFG RECOMMENDATIONS. DIELECTRIC INSULATING FLANGE KIT , 1 .... JOINT BONDS EXOTHERMIC WELD @ NOT TO SCALE 11011 Via Frontera, Suite C, San Diego, CA 92127 Tel. (858) 576-0226, Fax (858) 576-0004 NOT TO SCALE \.26. NOT TO SCALE 2 6 APPROVAL RECOMMENDED: RE"1EWED: P 5 0 M A 5 7~-L- 3 Hutton Centre Drive l---f-----+-----------------1~---1 MICHAEL J. SINACORI, RCE 46214 Suite 200 ASSISTANT Santo Ano, CA CITY ENGINEER DESIGNED: (714) 751-7373 Fox (714) 545-8883 NO. DATE DESCRIPTION OF RE"1SIONS APPROVED DA TE: \1-· '!, • 11---: CHECKED: ------WIRE ~-----INSULATING SLEEVE xxxxx SEE SCHEDULE--../ STRUCTURE 30" STEEL WATER LINE IJ EXISTING SIDE WATER PERMANENT NYLON MARKING TAG LABEL JO" ST JO" W LINE CURRENT TEST STATION #1 LCTS 1 WIRE IDENTIFIER NOT TO SCALE .. 26, C-4603 RCE 70740 NGINEER CORONA DEL MAR TRANSMISSION PIPELINE IMPROVEMENTS CATHODIC PROTECTION DETAILS DRAIIN: NG CADD DATE: ..tB 11 30 12 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5341-S SHEET 26 OF 38 TRAFFIC STAGING SHEET INDEX STAGE 1 WORK SHEET NO. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 TRANSMISSION PIPELINE INSTALLATION ON CARNATION AVENUE FROM BAYSIDE DRIVE TO 1ST AVENUE TRANSMISSION PIPELINE INSTALLATION ON CARNATION AVENUE BETWEEN 1ST AVENUE AND 2ND AVENUE TRANSMISSION PIPELINE INSTALLATION ON CARNATION AVENUE BETWEEN 2ND AVENUE AND 3RD AVENUE TRANSMISSION PIPELINE INSTALLATION ON CARNATION AVENUE BETWEEN 3RD AVENUE AND 4TH AVENUE TRANSMISSION PIPELINE INSTALLATION ON CARNATION AVENUE BETWEEN 4TH AVENUE AND EAST COAST HIGHWAY TRANSMISSION PIPELINE INSTALLATION AT THE INTERSECTION OF CARNATION AVENUE AND EAST COAST HIGHWAY TRANSMISSION PIPELINE INSTALLATION 200 FEET NORTH OF EAST COAST HIGHWAY AND 300 FEET EAST OF MACARTHUR BOULEVARD TRANSMISSION PIPELINE INSTALLATION AT THE INTERSECTION OF EAST COAST HIGHWAY AND DAHLIA AVENUE TRANSMISSION PIPELINE INSTALLATION ON 5TH AVENUE BETWEEN FERNLEAF AVENUE AND EAST COAST HIGHWAY TRANSMISSION PIPELINE INSTALLATION ON EAST COAST HIGHWAY BETWEEN FERNLEAF AVENUE AND DAHLIA AVENUE TRANSMISSION PIPELINE INSTALLATION AT THE INTERSECTION OF MACARTHUR BOULEVARD AND HARBOR VIEW DRIVE (APPROXIMATELY 300 FEET SOUTH OF HARBOR VIEW DRIVE) TRANSMISSION PIPELINE INSTALLATION ON MACARTHUR BOULEVARD BETWEEN HARBOR VIEW DRIVE TO SAN MIGUEL DRIVE TRANSMISSION PIPELINE INSTALLATION AT THE INTERSECTION OF MACARTHUR BOULEVARD AND ROAD CLOSURE OF SAN MIGUEL DRIVE TRANSMISSION PIPELINE INSTALLATION AT THE INTERSECTION OF SAN MIGUEL DRIVE AND SAN JOAQUIN HILLS ROAD TRANSMISSION PIPELINE INSTALLATION ON SAN MIGUEL DRIVE BETWEEN SAN JOAQUIN HILLS ROAD AND PACIFIC VIEW DRIVE TRANSMISSION PIPELINE INSTALLATION ON PACIFIC VIEW DRIVE (APPROXIMATELY 260 FEET SOUTH OF SAN MIGUEL DRIVE) DETOUR PLANS LEGEND T.A.N.S.A.T. = TOW AWAY NO STOPPING ANY TIME I TYPE II BARRICADE 'Y HIGH LEVEL WARNING DEVICE t TYPE II BARRICADE, WITH FLASHER ~ FLASHING ARROW SIGN t TYPE Ill BARRICADE (MIN 8' WIDTH) ~ WORK AREA ~ SIGN (PER MUTCD CODE) ~ DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING • DELINEATOR ® SIGNALIZED INTERSECTION i::::i PORTABLE CHANGEABLE ~ MESSAGE SIGN (PCMS) EXISTING DRIVEWAY ,. FLAGMAN /W RADIO COMM UNI CATION 28 28 28 28 29 29 30 30 31 31 31 32 33 35 36 37 38 TRAFFIC SIGN LEGEND C9A ~ R3-2 ROAD CLOSED R11-2 ) C20 (LEFT, RIGHT OR BIKE) l~rl R3-5 (LT OR RT) ROAD CLOSED TO THRU TRAFFlC R11-4 WORK C27 RIGHT LANE MUST lURN RIGHT R3-7 ~ R13A DRIVE C30 ~ R4-7A W11-1 C30A ;] R4-8A W12-1 END ROAD WORK G20-2 m R9-3A I DETOUR ti SC3 DETOUR • M4-9 (LT OR RT) END DETOUR M4-8A SHARE THE ROAD W16-1 ~ R3-1 ~ R9-3B W20-1 WORKING PAYS: CONTRACTOR SHALL NOT PERFORM WORK ON COAST HIGHWAY DURING THE SUMMER. CONTRACTOR SHALL NOT PERFORM WORK ON SAN MIGUEL BETWEEN SAN JOAQUIN HILLS ROAD TO PACIFIC VIEW DRIVE NOR ALONG PACIFIC VIEW DRIVE DURING THE SCHOOL YEAR. STAGE 11 SHEET 31 INDEX MAP NO SCALE (SEE STAGE PLANS FOR LOCATIONS) * ONE WEEK PRIOR TO CONSTRUCTION: SCREEN 1 SCREEN 2 t.tA J CN ST XX I XX I XX E C 0 AS T TO H I G H w AY XX I XX I XX * ONE WEEK PRIOR TO CONSTRUCTION: SCREEN 1 SCREEN 2 t.t A J C N ST XX /X XI X X t.t A CA R T HR TO B L VD XX /X XI XX * ONE WEEK PRIOR TO CONSTRUCTION: SCREEN 1 SCREEN 2 t.t A J C N S T XX /X X/ XX SA N TO t.t I GU E L XX /X X/ XX PSOMAS 3 ,_....on Centre Drive sute 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 * DURING CONSTRUCTION: SCREEN 1 SCREEN 2 t.t A J C N ST E X p EC T E C 0 AS T D E L A y s HI G HW A y * DURING CONSTRUCTION: SCREEN 1 SCREEN 2 MA J C N ST EX p E CT MA CA RT HR DE L A y s B L VD * DURING CONSTRUCTION: SCREEN 1 SCREEN 2 MA J C N ST EX p E CT SA N DE LA y s M IG U E L GENERAL NOTES= 1. WORKING HOURS AS NOTED PER PLAN. 2. ALL SIGNS, DELINEATORS, ETC. SHALL CONFORM TO THE LATEST EDITIONS OF THE STATE OF CALIFORNIA STANDARD PLANS ANO SPECIFICATIONS (2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD 2012), THE PROJECT SPECIAL PROVISIONS, AND THESE PLANS. 3. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 4. THE ENGINEER RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE AND MAKE ANY CHANGES NECESSITATED BY FIELD CONDITIONS. ALL SUCH CHANGES SHALL SUPERSEDE THESE PLANS AND WILL BE DONE SOLELY AT THE CONTRACTOR'S EXPENSE. 5. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY TRAFFIC CONTROL DEVICES AND RESTORE ALL PERMANENT SIGNING AND STRIPING IMPACTED BY CONSTRUCTION TO THEIR ORIGINAL CONDITION. CONTRACTOR RESPONSIBLE FOR THE REPAIR OF ALL DAMAGED TRAFFIC LOOPS WITHIN 72 HOURS OF DAMAGE TO THEM. 6. ALL STRIPING, PAVEMENT MARKINGS, AND LEGENDS SHALL CONFORM TO CALTRANS STANDARD PLANS A20A-A20D AND A24A-A24E. 7. SIGNS SHALL CONFORM TO THE CURRENT SIGN SPECIFICATIONS. SIGN SIZE SHALL BE THE STANDARD SIZE NOTED IN THE SIGN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLAN. 8. ALL TEMPORARY STRIPING, PAVEMENT MARKINGS, AND LEGENDS SHALL BE IN PAINT. 9. ALL POTHOLES SHALL BE BACKFILLED DAILY AT THE ENO OF THE WORKING DAY. 10. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS. ALL PROPERTIES THAT HAVE ACCESS ADJACENT TO THE WORK AREA SHALL BE NOTIFIED OF ACCESS RESTRICTIONS IN WRITING 48 HOURS MINIMUM BEFORE START OF WORK. THE NOTIFICATION SHALL DESCRIBE THE ACCESS LIMITATIONS, DATES OF LIMITATION AND GIVE THE APPROXIMATE DATE AND TIME OF ACCESS RESTORATION . NO ACCESS SHALL BE RESTRICTED DURING NON-WORKING HOURS EXCEPT AS APPROVED BY THE ENGINEER. 11. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM TRAVEL LANES BY THE CLOSE OF WORKING HOURS EACH DAY, UNLESS THEY ARE BEING USED TO PROTECT WORK. THE CONTRACTOR MAY LEAVE SIGN(S) OVERNIGHT IF THEY ARE SECURE AND DO NOT OBSTRUCT ANY WALKWAY OR ROADWAY. IN ADDITION, ANY SIGN(S) LEFT IN PLACE DURING NON-WORKING HOURS SHALL BE NON-VISIBLE (TURNED AROUND). ALL TRAFFIC CONTROL DEVICES NOT BEING USED SHALL BE STAGED IN ONE AREA ON-SITE. 12. THE FOLLOWING AGENCIES SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY DETOUR AND /OR CONSTRUCTION ACTIVITIES. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT POLICE (GIVE LOCATION & DURATION) CONSTRUCTION NOTES (949) 644-3211 (949) 644-3717 r,, INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). l...'...J DISPLAY MESSAGE PER SHEET 27. [TI INSTALL M4-9(LT) DETOUR SIGN. IT) INSTALL SC3 DETOUR SIGN Vv1TH THRU ARROW. [TI INSTALL M4-9(RT) DETOUR SIGN. @) INSTALL M4-8A "END DETOUR" SIGN. C-4603 ~I --::±:<:?-w:~ FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ~ ~~~~• TITLE SHEET, GENERAL NOTES AND INDEX MAP i TRAFFIC HANDLING PLANS , 1 , .. l------t--------+--------------+--------t-==DESICHD==-=JJ..-'-'-r':DRA=1mc:::::.c..._JJ..-+----c-1T_Y_o_F_N_E_w_P_o_R_T_B_E_A_c_H __ -,-_w ___ 5_3_4_1_-s---4~ L... _______________________________________________ ___. _______________________ ,L...N0_ • ...1,._DA_1E_....1,_llE8CIFT10N ___ Cl' _____________ __,1"-APl'RCMD---'-=--....:..ll::.i..DA_TB_-...::1,11109/12:::i.,:;L.. ____ P_u_a_L_lc_w_o_R_K_s_o_E_PA_R_T_M_E_NT ___ ...1._aer __ 2_7_Cl'....,;3:.;8:...Ji BAYSIDE DRIVE TRAFFIC CONTROL STAGE 1 (EXISTING SPEED LIMIT • 25 MPH) ~ I/ C't--/?'/ / "'/ // / -- ' ""'-~ --~/ .-=co, O. ~'( .;JI " / / "' "° " Rl 1 - 2 \\ ~ ,,"'-/ (2) \\ \I \I \ \-. \\ \\ 0 0 - CONlRACTOR SHAU. PLACE TWO (2) R11-4 SIGNS "ROAD QOSED TO lHRU lRAFFIC" ON lYPE Ill BARRICADES AT BAYSIDE DRIVE AND EL PASEO DRIVE EX TRAFFIC STRIPING EX CURB I I INSTALL TOW AWAY NO STOPPING ANYTIME (T,A,N,S,A.T,) ON BOTH SIDES OF lHE STREET " i§ tEW [~ WAlERLIE / t 1111 R11-2(tgI,"'=-~s: -;:_~l -_~G2..7=~JT ,::::ccco_~- ,.h ,...,;.¼-,/ ~::, ------..._ --/ I I r• J,il,"". • ' 6: -'J;]7 f /11 •;~ "'" / EX CURB Je ROAD CL --¾., 1 0 f Cl ~ ~ ---..;: ' 11 11 ~ -/ z 2~ )( R/W_/ '-~ EX TRAFFIC STRIPING I II II ----;;--t-<C __,__~ ) '""- II 11 R3-5(RT) S' >-i5 ~ ~ I ~:;Y,.f g "-,:".' II II <C F :r: > ~ -~?7 -JI 11...a..:-----i-u c., <C g ""-. I G20-2 II II ~bi:,:~ • II II w2o-1 / u a::>-- II II a..~~ f5 !! II / w Z o :::J II II --~ / u-u~ II I/ 0... I-0 :::\!: II II CONlRACTOR SHALl. PROVIDE lHRU ACCESS ALONG BAYSIDE DRIVE AT CARNATION A VENUE TO LOCAL lRAFFIC AND EMERGENCY VEHICLES. II II ~ ::i ~ LL <C :: :: , • CARNATION A II 11 !If I ~.-,.,.-i,-ir r-- 11 C9A/" II R3-1 • II II BAYSIDE DRIVE 2ND AVENUE TRAFFIC C (EXISTING SPEED -----------------I i'z\ ______________________ _ IG20-2 I -•-o 6w t---, <; •N ~ I -, I • I II -t----"'jl C9A/ 11 R3-1 1:,. I, ·-l.~1)il T 7:1' IPI I 11• I I I I I I I I I 11 I 11 11 el I I R30A (CA) ~ g I~ 830-1230 ~'-,--/ l~f-·:-1-JIL-,,,Jrnc'i-~~ I '\'\ g• g \\ Rl-1 -- ' ---- G20 1ST AVENUE g 2ND AVENUE G20--o'f ' ,, lu • u----o W20-1/ ~ --,'Ji'"-~~-. ,_ ---- 3RD AVENUE ,--, ] 7 e 0 '" N ' I 0 -~ - TRAFFIC CONTROL STAGE 4 (EXISTING SPEED LIMIT • 25 MPH) 41H AVENUE -------------~ W20-1 1 I a_,-, I 11 25' O' 50' 100' ---GRAPHIC SCALE -11 it;;;:;-;,,f.l ,.,J I S' R3-1 ,-----"arl I I I I i'• 11 I ,, ,, . L_~SJ j f"'-'""( j1)i9 PSOMAS 3 Hutton Centre Drive Ue200 Santa Ano, CA Note: For reduced sized prints, original scale is in inches 014) 751-7373 Fax 014) 545-8883 / -o I 3'8 6w ' -· _,,,. I__J ~-g-,J_ do r;;-roo· ~,a¢, "" ., .N ' ,~ ' ' . • 0 0 @ " I • I -I -- G20- U ... 1, No. 4101 Exp.~~ .,,,. NO. DAlE IEICIFOON~IEVISIONS WORKING HOURS; FROM BAYSIDE PRIVE TO CARNATION AVENUE STAGES 1 JHRU 4: lHE CONlRACTOR MAY WORK BElWEEN lHE HOURS OF 7:00 AM AND 4:30 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOUDA YS. CONSTRUCTION NOTES ,;-i INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). L'.J DISPLAY MESSAGE PER SHEET 27. LEGEND I TYPE II BARRICADE { TYPE II BARRICADE, WITH FLASHER t lYPE Ill BARRICADE (MIN 8' WIDTH) 9 SIGN (PER MUTCD CODE) • DELINEATOR ,. FLAGMAN /W RADIO COMMUNICATION TRAFFIC SIGN LEGEND C9A(CA) C30A KEEP -RIGHT R4-7A C12 END ROAD WORK G20-2 ROAD CLOSED R11-2 C20 (LEFT, RIGHT OR BIKE) ~ R3-1 ROAD Closrn TO THRU lRAFFIC R11-4 TRAFFIC CONTROL ST AGE 3 (EXISTING SPEED LIMIT • 25 MPH)· "t' HIGH LEVEL WARNING DE~CE ml FLASHING ARROW SIGN ~ WORK AREA <i= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING ® SIGNALIZED INTERSECTION ~ EXISTING DRIVEWAY C27 C30 ~ l~vl R3-2 R3-5 (LT OR RT) W12-1 W20-1 L C-4603 TRAFFIC HANDLING PLANS :ti FOR THE CORONA DEL MAR TRANSMISSION PIPELINE i ClElllCN:D DRA\W J..l. APPACM:D CIECl(EI) DAlE-..11 J..l. 11/r»/'Q STAGES 1, 2, 3 AND 4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5341-S MET 28~38 WORKING HOURS: FROM 41H AVENUE TO EAST COAST HIGHWAY STAGE 5: lHE CONlRACTOR MAY WORK BETWEEN lHE HOURS Of 7:00 AM AND 4: 30 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOUDA YS. WORKING HOURS: FROM CARNATION AVENUE ACROSS EAST COAST HIGHWAY STAGE 6: lHE CONlRACTOR SHALL WORK CONTINUOUSLY lHROUGHOUT lHE DAY AND NIGHT HOURS BETWEEN 9:00 AM AND 7:00 AM Of lHE FOLLOVtlNG DAY. CONlRACTOR SHALL PROVIDE MULTIPLE CREWS TO COMPLElE ALL JACKING AND BORING OPERATIONS FOR lHIS STAGE OF WORK. w ::::, z ~ ~ CARNATION AVENUE I LEGEND I TYPE II BARRICADE y HIGH LEVEL WARNING DEVICE { TYPE II BARRICADE, WITH FLASHER ml FLASHING ARROW SIGN t TYPE Ill BARRICADE (MIN 8' WIDTH) ~ WORK AREA ~ SIGN (PER MUTCD CODE) 4= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING • DELINEATOR ® SIGNALIZED INTERSECTION ,. FLAGMAN /W RADIO COMMUNICATION C:3"J EXISTING DRIVEWAY CONSTRUCTION NOTES r.7 INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). L...'...J DISPLAY MESSAGE PER SHEET 27. I TRAFFIC SIGN LEGEND C9A(CA) 50' 25' O' - C30A ~ ~ R4-7A SHARE THE ROAD W16-1 50' --GRAPHIC SCALE C12 END ROAD WORK G20-2 ROAD CLOSED R11-2 W20-1 100' C20 (LEFT, RIGHT OR BIKE) ~ R3-1 ROAD a.osm TO TI-IRU TRAFFlC R11-4 Note: For reduced sized prints, original scale is in inches C27 ~ R3-2 W11-1 C30 l~yl R3-5 (LT OR RT) W12-1 DETOUR • M4-9 (LT OR RT) fENol ~ M4-8A I DETOUR ti SC3 PSOMAS 3 Hutton Centre Drive Bute 200 Santa Ana, CA (714) 751-7373 Fax (714) 545--8883 w ::::, z ~ - CONlRACTOR MAY REDUCE EAST COAST HIGHWAY TO ONE lHRU LANE TO CONSlRUCT WA lER LA lERAL 'A' TIE IN TO EXISTING 30" WA TIER DURING NIGHT HOURS. HOWEVER, FREE RIGHT TURN LANE MUST BE RESTORED WHEN COAST HIGHWAY IS REDUCED TO ONE LANE. 4TH AVENUE ~ ! G20- I . ,, I I' ~20-1 ~! I I 0 I I 0 I -11 II < I 11 II R3-2 l ~ II 0 I 11 II Rl-1 11 II 0 R30A(CA) 1' 'ii II J iii! I i1 I "J_f--=---=-_J.. ~ -W20-1 lil!j --i,--------------T l'?j ~~ r- ---w it:~=" ' ~ 100' ~ ' ' - II II II II II II II II II II II II /; 1/ =======----;::..</ I ~ ~- -7 !ir I 0 ---- J w ::::, z ~ I I I .I I EX CURB EAST COAST HIGHWAY TRAFFIC CONTROL STAGE 6 (EXISTING SPEED LIMIT • 35 MPH) C-4603 TRAFFIC HANDLING PLANS ~ FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ~ ~ ";;-_ _::::::_-STAGES 5 AND 6 I ---;;;$J 1;. ~ ~ roYlRAFRCEIOEEII CIVIi. llEllCH:D JJ.. DRAW JJ.. CITY OF NEWPORT BEACH W-5341-S ~ .. OF C~\.'\ fl 1,1/,i. ~ 1,_ _______________________________________________ _JI...-----------------------.L...NO-·...i.._DA_JE_..J...llESCIPllON ___ OF ______________ L.APPRCMD __ ....... = __ ___:-AA=.DA_re_ • ....::11/.:::091,,:lf1.,_ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_TM_E_N_T ___ ..1-11ET __ 2_9_0F___;3:..8:.......ii WORKING HOURS: EAST COAST HIGHWAY TO MACARTHUR BOULEVARD STAGES Z & B: lHE CONlRACTOR MAY WORK BETWEEN lHE HOURS OF 8:30 AM AND 4: 00 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOI.IDA YS. CONSTRUCTION NOTES r.7 INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). L.'..J DI SPLAY MESSAGE PER SHEET 27. LEGEND I TYPE II BARRICADE { TYPE II BARRICADE, WITH FLASHER + TYPE Ill BARRICADE (MIN 8' WIDTH) 9 SIGN (PER MUTCD CODE) • DELINEATOR ~ EXISTING DRIVEWAY TRAFFIC SIGN LEGEND C12 END ROAD WORK G20-2 ROAD CLOSED R1 1-2 SHARE lliE ROAD W16-1 C20 (LEFT, RIGHT OR BIKE) ~ R3-1 ROAD QOSED TO TI-IRU TRAFFlC R11-4 W20-1 C27 ~ R3-2 W4-2 (LT OR RT) W3-4 'Y HIGH LEVEL WARNING DEVICE ~ FLASHING ARROW SIGN ~ WORK AREA ~ DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING 0 SIGNALIZED INTIERSECTION C30 C30A l~A KEEP -RIGHT R3-5 R4-7A (LT OR RT) W11-1 ~ R1-2 W12-1 TO ONCOM~ING TRAFFlC R1-2A I I so· 25" o· so· 100' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches PLACE PCMS SOUTH OF NEWPORT COAST DRIVE AND MARGUERITIE AVENUE EAST COAST HIGHWAY TRAFFIC CONTROL STAGE 8 {EXISTING SPEED LIMIT = 35 MPH) • SEE DETOUR PLAN ON SHEET 38 PSOMAS 3 I-titian Centre Drive &ite 200 Santa Ano, CA (714) 751-7373 Fax (714) 545-8883 . --"""'- . 11/11112 C/V\\.. OF C~~ ,/,"L NO. DAlE C27 -C27 DE9CIFl10H CJ' 11:'11810NS MACARTJ::tUR BOULEVARD '~--t'lflAFFiC CONTROL ST AGE 7 {EXISTING SPEED LIMIT • 55 MPH) C27 l'EWWATER UE llE9CH:I) JJ.. Al'l'ROYED Cl£CKB) DATE--" JJ.. tV09/12 I HARBO VIEW DRIVE CARNA 11ON AVENUE C-4603 TRAFFIC HANDLING PLANS 31 FOR THE CORONA DEL MAR TRANSMISSION PIPELINE j STAGES 7 AND 8 i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1-W_-5_3_4 _1-_S --1~ a-er 30 CJ' 38 "i II~ FERN1 EAF AVENUE CONlRACTOR SHAUL COMPLETE VAULT ABANDONMENT WORK, SOUlH SIDE Of STAGE 10 NEAR FERNLEAF AVENUE, AT NIGHT FROM 7:00 PM TO MIDNIGHT. 50' 25' o· 50' 100' ---- 500' WORKING HOURS: 5JH AVENUE FROM fERNLEAF AVENUE TO EAST COAST HIGHWAY AND MACARJHUR BOULEVARD AT HARBOR YJEW STAGES 9 & 11; lHE CONlRACTOR MAY WORK BETWEEN lHE HOURS Of 7:00 AM AND 4: 30 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOI..IDA YS. WORKING HOURS: EAST COAST HIGHWAY FROM fERNLEAF AVENUE STAGE 1 O: lHE CONlRACTOR MAY WORK BETWEEN lHE HOURS Of 8:30 AM AND 4:00 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOLIDAYS. 120' TYP IEWWATB'I L..tE • SEE DETOUR PLAN ON SHEET 38 CONSTRUCTION NOTES r.7 INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). ~ DISPLAY MESSAGE PER SHEET 27. LEGEND I TYPE II BARRICADE TYPE II BARRICADE, WllH FLASHER TYPE Ill BARRICADE (MIN 8' WIDlH) SIGN (PER MUTCD CODE) • DELINEA TOR ~ EXISTING DRIVEWAY TRAFFIC SIGN LEGEND C12 END ROAD WORK G20-2 ,n'~'< ;!.'..88 ---, .. Nw'Cl:C "" " C20 (LEFT, RIGHT OR BIKE) ~ R3-1 C27 ~ R3-2 "t ml ~ G= ® HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN WORK AREA DIRECTION OF lRAFFIC. NOT A PAVEMENT MARKING SIGNALIZED INTERSECTION C30 l~vl C30A KEEP -RIGHT R3-5 (LT OR RT) R4-7A ~ W16-1 ~---- ---- R11-2 / ~ (2) I CONlRACTOR SHAUL MAINTAIN lRAFFIC INGRESS AND EGRESS AT HARBOR VIEW DRIVE DURING NON-WORKING HOURS. AUL EXPOSED lRENCHING SHAUL HA VE lRAFFIC PLATING AND BARRICADES, AS NECESSARY. C-4603 f 1 ------------------.--,------,-------------,-----.--=,-----~------------------11 TRAFFIC HANDLING PLANS ~1 PSOMAS FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ~ &ile200 Santa Ana, CA ,.~~ aHuttoneentre0rtve STAGES 9, 10 AND 11 -, GRAPHIC SCALE llE!IICJEI) DRA\W W 5341 S L--------------------------------No_t_.,_F_o_, _,._du_c_•d_s_i,_•d-pr-in-ts_, _o,-ig-in-al_s_ca-le-is-in-in-ch-•s ___ ..L,_ 014 _'_ 7 51-_n73 __ Fax_Ol4_)_545-_B883 ______________ ._.,_, ... ....JL.-NO-....... -DA_TE_....J_DE9CIPT10N ___ <F ______________ ...._APPRCMD __ ...._CIECl<El) ___ J.L.;;; ... :;:.....DA_re_. _11/a:.09;;;:J.L:.:trl.._ ___ c_~TY-u_s_L O _,c_F_w_~_~_':_s_p_o O _E_~_:_R_~_:_:_N_~_H ___ ::Sl:l£_-_,-~3~-1_-_<F==;=8=:I --- /. + -- -- J1) ~.\) \ HARBOR VIEW DRIVE - 1 n 1L ~<3' <' I I c-1-i o\ I 0 •o~ "' ~-• ' ·--, .. a ---""" ----• oc.p= • 4 . ---- MACARTHUR BOULEVARD TRAFRC CONTROL STAGE 12 (EXISTING SPEED LIMIT • 55 MPH) b /I \// --=--=-----=---~ -~==-7 -, --x-1~ _ ,-/,,, _, + \. iii i 1"v Ii - 'c; ~ ""-"- -------- s ""'-'\~ "" ' '0- WORKING HOURS: MACARJHUR BOUL£YARP FROM HARBOR YJEW JO SAN MIGUEL PRIVE STAGE 12: THE CONlRACTOR MAY WORK BETWEEN THE HOURS OF 8: 30 AM AND 4: 00 PM, MONDAY THROUGH FRIDAY EXCLUDING 'M::EKENDS AND HOUDA YS. CONSTRUCTION NOTES r,i INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). L'.J DISPLAY MESSAGE PER SHEET 27. LEGEND I TYPE II BARRICADE ! HIGH LEVEL WARNING DEVICE { TYPE II BARRICADE, WITH FLASHER ml FLA SHING ARROW SIGN t TYPE Ill BARRICADE (MIN 8' WIDTH) ~ WORK AREA ~ SIGN (PER MUTCD CODE) <? DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING • DELI N EA TOR SIGNALIZED INTERSECTION [><J EXIS TING DRIVEWAY ® -----------□ i X - -• _, ~ A • , □• •• • 1-r ------=---=-:..:-=-:..:-::__-:::__::-::'.~:::-'."::::-'::-'.1-==~-==-==:::-::::-c:::-:::-:::-::::--c..:=.:--:::-::::-::::-:::'.-:::-::::'.::-'::'.-:::-~--=-::'.-:::-::::-'l=!:::-::::-=-;~:::-~-::::-=::e:::-..::-:__~~-;~~-;-;-;-;;-~. -;-;:-;-~-;-t±~~;-;:;-;~~□;-;-;-;;-~o~;-;-;-;-;-;-;-;;-;-;-ii~;-;_;-;-;;,~-;-;=-;-;-;;-;-;;-;-~-~=;-;-;-~-;-;-;ft~-;-;-;-;-;-;-;-;-;-;-;~~-; .. ;~~~ ------- -~=-----=============== "S. "to TRAFFIC SIGN LEGEND :r: uO 1-CD <( <( :::::!!:w w (/) ---- --- EX TRAFFIC STRIPING EX RAISED MEDIAN '2 MACARTHUR BOULEVARD TRAFFIC CONTROL ST AGE 12 (EXISTING SPEED LIMIT • 55 MPH) 50• 25• o· 50' 100' - -- -GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches ".?'< !:::,!:::, 0 •• "" " PSOMAS 3 Hutton Centre Drive &ii• 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 C12 END ROAD WORK G20-2 ~ ~ R9-3B SHARE THE ROAD W16-1 C20 (LEFT, RIGHT OR BIKE) ~ R3-2 ROAD CLOSED Rll-2 W20-1 C27 ,~vi R3-5 (LT OR RT) ~ R13A C30 @fl ~ R4-7A W11-1 TRAFFIC HANDLING PLANS C30A ~ R9-3A W12-1 C-4603 ~I -::J::!'?h:PE~~ FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ~ ~ '·•·--""div~~· STAGE 12 I CIVIi. llEllCN3'.) JJ.. DRAYM JJ.. CITY OF NEWPORT BEACH W-5341-S ! OF c, ,/,.,_ ~ ._ _______________________________________________ ___. _______________________ ...._NO_ ........ _DA_JE_ ........ _DESaFOON ___ OF _____________ ___._Aff'RO\'B) __ ..._Cl£Cl(El) __ .....,;;..l.t""'-DA-JE,_. _11/ ... 09..,11'..:;,1,. ____ P_U_B_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...,__ft-EET __ 3_2_0F__;3;_;8;,,,,..ii 100 ' 500' 500' \ \ \ 500' ' '"-"-,, \' \\ II II 220' SHOULDER TAPER EX RAISED MEDIAN EX R/W I ' SEE DETOUR PLAN ON SHEET 38 50' 25' o· 50' 100· ----GRAPHIC SCALE Note: For redu ced sized prints, original scale is in inches ';'!£~-.::-I Lf'l0 I !I,:. o::>--.,:,,-.. 0 I 'NEWWATB'I UE -' :• ~ 420' RIGHT TURN LANE CLOSURE ~ CONTRACTOR SHALL COORDINATE WllH HOMEOl'tNER AT lHE CORNER OF MACARlHUR BOULEVARD AND SAN MIGUEL DRIVE TO PROVIDE DAILY ACCESS FOR lHIS PROPERTY Ol'tNER. -• ,,-----"'1-l"t:i," - .... 01 .;._-=-~. I .,.--;" ":,'J.l~~E~X _t<R'!_/~W:_.., __ ~EXLQCUlliRl!!B~_; •. I< WATB'I ~ ,.---------------------..-i : ~ CONTRACTOR SHALL COORDINATE WllH HOMEOl'tNER AT lHE CORNER OF MACARlHUR BOULEVARD AND SAN MIGUEL DRIVE TO PROVIDE DAILY ACCESS FOR lHIS PROPERTY Ol'tNER. R9-J •2 R9-38 500' §§ <n;;; "" N " .. • ~ TRAFFIC STRIPING 000' " e ' N " WORKING HOURS: MACARTHUR BOULEVARD AND SAN MIGUEL DRIVE STAGE 13: lHE CONTRACTOR MAY WORK BElWEEN lHE HOURS OF 7:00 AM AND 4: 30 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOLIDAYS. CONSTRUCTION NOTES r.7 INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). L'.J DISPLAY MESSAGE PER SHEET 27. LEGEND I TYPE II BARRICADE { TYPE II BARRICADE, WITH FLASHER t TYPE Ill BARRICADE (MIN 8' WIDTH) 9 SIGN (PER MUTCD CODE) • DELINEA TOR ~ EXISTING DRIVEWAY TRAFFIC SIGN LEGEND C12 END ROAD WORK G20-2 RIGHT LANE MUST TURN RIGHT R3-7 W12-1 C20 (LEFT, RIGHT OR BIKE) ~ R3-1 ~ R9-3A ~ W16-1 C27 ~ R3-2 [;;J AU( R9-3B W20-1 -~------ --------------- "t HIGH LEVEL WARNING DEVICE ml FLASHING ARROW SIGN ~ WORK AREA 4= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING ® SIGNALIZED INTERSECTION C30 C30A l~vl KEEP -RIGHT R3-5 R4-7A (LT OR RT) 'st W l""l z f- ....J w IW uI f--cn <Cw ::Ew en ROAD CLOSED R11-2 W11-1 ///; 1 SAN MIGU~~-;RIVE TRAFFIC CONTROL ST AGE 13 EXISTING SPEED LIMIT -40 MPH) f g C-4603 j .--------------------.--,----...--------------,---...--------,,-------------------..,;..,;:....:........i ~ PSOMAS 3 -on Centre Drive sute200 Santa Ana, CA (714) 751--7373 Fax (714) 545-8883 NO. DATE • DE9CIPT10N OF IB1SION8 TRAFFIC HANDLING PLANS 3:1 FOR THE CORONA DEL MAR TRANSMISSION PIPELINE i STAGE 13 i CITY OF NEWPORT BEACH W-5341-S i ~1&~ Cl!Yll!AFAC eoe:R llE9CH:I) JJ. DRA'llt+ J..t. APPRCM:D Cl£Cl(E[) ..M DATE-11/09/12 PUBLIC WORKS DEPARTMENT HET 33 OF 38 _<:,! L---------------------------------------------------_._ _______________________ __.'----'------'------------------'---'----.....;;; .... __ ;;:.;a""'-------------------....L----...;;.,;;,,,..J~ SAN MIGUEL DRIVE TRAFFIC CONTROL ST AGE 13 (EXISTING SPEED LIMIT • 40 MPH) 50• 25• o' 50' GRAPHIC SCALE 100· Note: For reduced sized prints, original scale is in inches 0 " \\ 1?' W20-1 I I \\ ,,,ce) \\ _._ ~ I I I I I I i\ \ I I I I I \\ I I I I I I I I I I PSOMAS 3 Hutton Centre Drive &ite200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 TRAFFIC CONTROL ST AGE 13 (EXISTING SPEED LIMIT -40 MPH) WORKING HOURS: SAN MIGUEL PRIVE IO SAN JOAQUIN HILLS ROAD STAGE 13: THE CONTRACTOR MAY WORK BETWEEN THE HOURS Of 7:00 AM AND 4: 30 PM, MONDAY THROUGH FRIDAY EXCLUDING WEEKENDS AND HOLIDAYS. LEGEND I TYPE II BARRICADE ! HIGH LEVEL WARNING DEVICE { TYPE II BARRICADE, WITH FLASHER ml FLASHING ARROW SIGN + TYPE Ill BARRICADE (MIN 8' WIDTH) ~ WORK AREA 9 SIGN (PER MUTCD CODE) 4= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING • DELINEA TOR ~ EXISTING DRIVEWAY 0 SIGNALIZED INTERSECTION 0 TRAFFIC SIGN LEGEND C12 END ROAD WORK G20-2 ~ R9-3A SHARE THE ROAD W16-1 C20 (LEFT, RIGHT OR BIKE) ~ R3-2 ~ Al.I( R9-3B W20-1 C27 l~vl R3-5 (LT OR RT) ROAD CLOSED R11-2 C30 ~ ~ R4-7A W11-1 C30A l~I R4-8A W12-1 TRAFFIC HANDLING PLANS C-4603 31 ~ FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ! , _ _.....,.._ -~= STAGE 13 i 0/v!~ ,;,,,, IEIICHi) J..L DRA1m J..L CITY OF NEWPORT BEACH ,__W_-_5_34_1_-s___,i ... NO. DAlE 1E!C1F110N OF REW10N8 Al'l'RCMil CH:CKED DAlB PUBLIC WORKS DEPARTMENT 81-EET 34 OF 38 L,,_ ___________________________________________________________________ __.,_...._ ___ ..._ ______________ ...,_ __ _._ __ ....;;;..11;;.i..._....;;:tV,;a;Oll/12'-=&, ________________ __. ____ ...;;.;;....J°i 5Q' so· 25• o· 50' 100· ----GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches R3-5(RT) ,._ ~ M 3 \t-::\1,----.1-f--•+,:---0_, ;r I C -(3 - II V Ii I I 1\ I I J-:1 :: !1 \1 t t.t :, °" \ w (L <( >-- 0 z w R.'-6( •l a a -ii • \\ :: 3~~2... :1:1 I I II 11 --H--+---+- ~+----il~--~ \\ C3 11 ... R26(CA) ~ I II II II (/) °" w EX CURB R2-1(50) EX TRAFFIC STRIPING 11 II II II 11 11 11 -.~c3b 11 11 11 11 II II II 11 II II 11 I II II I I II 11 II II II 11 II II"-' C3 Q II II II +ll 11 :: \ II II II . II II 11 I I (L • <( a >- a to '°z 1-N<.0 0 "' °" w :::. \I \I 11 • C20(L T) 1-f'-'+---+- 11 11 0 I I "' W20-1 I 1<>,f-----t- " 0 a a WORKING HOURS: INTERSECTION OF SAN MIGUEL DRIVE AND SAN JOAQUIN HILLS ROAD STAGE 14: lHE CONTRACTOR MAY WORK BE1VEEN lHE HOURS OF 8:30 AM AND 4: 00 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOLIDAYS. LEGEND I TYPE II BARRICADE TYPE II BARRICADE, WITH FLASHER TYPE Ill BARRICADE (MIN 8' WIDTH) SIGN (PER MUTCD CODE) • DELINEATOR ~ EXISTING DRIVEWAY "t HIGH LEVEL WARNING DEVICE ~ FLASHING ARROW SIGN ~ WORK AREA 4= DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING ® SIGNALIZED INTERSECTION SAN MIGUEL DRIVE TRAFFIC CONTROL STAGE 14 (EXISTING SPEED LIMIT • 40 MPH) CONSTRUCTION NOTES r.7 IN STALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). LcJ DISPLAY MESSAGE PER SHEET 27. TRAFFIC SIGN LEGEND C12 END ROAD WORK G20-2 ROAD Q.OSED TO THRU TRAfflC R11-4 C20 (LEFT, RIGHT OR BIKE) ~ R3-2 W11-1 C27 l~yl R3-5 (LT OR RT) W12-1 C30 KEEP -RIGHT R4-7A SHARE lliE ROAD W16-1 --,----f-,--J, ;,:,i:",_.;;,,~c=o -"'=--=--=----~=={£_ -_--:--...:-J:~ 0 ---------------.,_ __ G20-2 ------. C30A ROAD CLOSED R11-2 W20-1 C-4603 f J ..-------------------------r--,-----,----------------,---rfE\=.e~WB>=-------r-------------------------11 TRAFFIC HANDLING PLANS 3': 1 PSOMAS 3 t-Ntton Centre Drive Slile 200 Santa Ana, CA (7\4) 751-7373 Fu (7\4) 545-8883 ~ FOR THE CORONA DEL MAR TRANSMISSION PIPELINE I ;:,. ~ t-------c----e----------------+---------i ~~ STAGE 14 I llElllCH:I) J.L Ill,\~ J.L CITY OF NEWPORT BEACH W-5341-S ~ ,1,. "' .__ _______________________________________________ __. _______________________ .__NO_ ......... _DA_TE _____ llE9CIPllON ___ OF _____________ ---1_APPRCM:D __ ..1,..CIECl<ED __ __, .... :....DA_re_. _11/::;09:;::./12..::.L, ____ P_u_s_L_lc_w_o_R_K_s_o_EP_A_R_T_M_E_N_T ___ _.._!H:ET __ 3_5_0F__;3~8::....J;: 50' 25' 0' 50' 100' ~~~i:iiiiii.~ GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches I ? I . D11-1 x2 1Z9-3A/ '0 \.ii9-3B > a :lii WORKING HOURS: FROM SAN JUAQUIN HILLS ROAD JO PACIFlC YJEW PRIVE ALONG SAN MIGUEL PRIVE STAGE 15: lHE CONlRACTOR MAY WORK BETWEEN lHE HOURS OF 7:00 AM AND 4: 30 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOLIDAYS. LEGEND I TYPE II BARRICADE y HIGH LEVEL WARNING DEVICE TYPE II BARRICADE, WITH FLASHER TYPE Ill BARRICADE (MIN 8' WIDTH) SIGN (PER MUTCD CODE) • DELINEATOR ml ~ <l==- FLASHING ARROW SIGN WORK AREA DIRECTION OF TRAFFIC • NOT A PAVEMENT MARKING SIGNALIZED INTERSECTION C2;J EXISTING DRIVEWAY ® J /L___I--- I ' - jLJ-fLJ- l._J ~ . :v· I --l2tl' 'Ex1ffiAEm -1/SlRIPING § § rEX R/W • rEX CURB N N -I " " " II II II II II II I II I I \Y2~~ CONSTRUCTION NOTES r.7 INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). l...'..J DISPLAY MESSAGE PER SHEET 27. TRAFFIC SIGN LEGEND C12 END ROAD WORK G20-2 ~ R9-3B C20 (LEFT, RIGHT OR BIKE) ~ R3-2 ROAD CLOSED R11-2 C27 ,~vi R3-5 (LT OR RT) W12-1 C30 KEEP -RIGHT R4-7A ROAD <nlSTRIJCTION AHEAD W20-1 --LJ'\ 250' ~ -250' "v ' C30A ~ R9-3A 1000' 1 • C-4603 .------------------------.---r----,------------------r---~------,-------.-----------------------....;.~., PSOMAS 3 Hutton Centre Drive sute200 Santa Ana, CA (714) 751-7373 Fax (714) 545--8883 • -12/MI ~="" uh,•/,,,_ NO. DATE llE9CIPl10N a' - ~~~ CITY eoeR llE9(J6) ORA~ J.L J.L APf'AO',H) QECl(f[) DAlC' '"" 11/~ t ~I TRAFFIC HANDLING PLANS FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ! CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5341-S MET 36 a' 38 SAN JOAQUIN HILLS DRIVE R26(CA) R26(CA) R2-1(50) II II II II II 50' 25' o· 50' 100' GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches PACIFIC VIEW DRIVE TRAFFIC CONTROL ST AGE 16 (EXISTING SPEED LIMIT • 25 MPH) PSOMAS 3 1-Mton Centre Drive sute200 Santa Ana, CA (714) 751-7373 Fax (714) 545--8883 SW24-3(CA . EX TRAFFIC SlRIPING 250' 250' 1000' - WORKING HOURS: FROM SAN MIGUEL PBIYE TO 300' SOUIH Of PACJFlC YIEW PBIYE STAGE 16: lHE CONlRACTOR MAY WORK BE~EN lHE HOURS OF 7:00 AM AND 4: 30 PM, MONDAY lHROUGH FRIDAY EXCLUDING WEEKENDS AND HOLIDAYS. CONSTRUCTION NOTES [j] INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). DISPLAY MESSAGE PER SHEET 27. LEGEND I TYPE II BARRICADE TYPE II BARRICADE, WITH FLASHER TYPE Ill BARRICADE (MIN 8' WIDTH) SIGN (PER MUTCD CODE) • DELINEA TOR [61 EXISTING DRIVEWAY TRAFFIC SIGN LEGEND 'Y' HIGH LEVEL WARNING DEv1CE ml FLASHING ARROW SIGN ~ WORK AREA <? DIRECTION OF TRAFFIC, NOT A PAVEMENT MARKING ® SIGNALIZED INTIERSECTION ------ C12 END ROAD WORK G20-2 W11-1 ~ R9-3A C20 (LEFT, RIGHT OR BIKE) ~ R3-2 W1 2-1 ~ ~ R9-3B C27 l~A R3-5 (LT OR RT) SHARE THE ROAD W16-1 RIGHT LANE MUST l\JRN RIGHT R3-7(RT) C30 ~ ~ R4-7A W20-1 LETT LANE MUST l\JRN LETT R3-7(LT) C30A ROAD CLOSED R11-2 ~ R3-1 TRAFFIC HANDLING PLANS ! C-4603 3:1 ~~ FOR THE CORONA DEL MAR TRANSMISSION PIPELINE ~ STAGE 16 i CITY OF NEWPORT BEACH W-5341-S ~ CITY TRAFRC eaEa! IEllCHI) J.1. lllA~ J.1. NO. DATE llE9CIPTION<FIEWIIONS APfROYED CIECl<ED _.. DATE-11/09/12 PUBLIC WORKS DEPARTMENT lffET 37 aa 38 "' ...._ ___________________________________ ...._ ________________ ...1..,;.:.:.;_J,__:;.:;,:____i_:=:;,::..:.::::.=..:.:::::=----------L.:=:=.l.--..:!!l-----lll~--___:~.::.:::.=====::.::..:..--.L:~::.'.....~~i 0 SAN JOAQUIN HILLS ROAD oo· A ~ ST AGES 6, 7, 8 AND 10 -DETOUR PLAN EAST COAST HIGHWAY ~ NOT TO SCALE ~ G\JEL DRI ~nn11 STAGE 16 -DETOUR PLAN PACIFIC VIEW DRIVE @ --------N NOT TO SCALE 50• 25• o· 50' 100· GRAPHIC SCALE Note: For reduced sized prints, original scale is in inches 3 ST AGE 13 -DETOUR PLAN SAN MIGUEL DRIVE ROAD CLOSURE @ --------N NOT TO SCALE STAGE 14 -DETOUR PLAN SAN MIGUEL DRIVE AND SAN JOAQUIN HILLS ROAD PSOMAS 3 tMtcn Centre Ortve &ite200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NOT TO SCALE NO. DATE OEIICtW'IUI OF- 1 CONSTRUCTION NOTES r.7 INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS). l...cJ DISPLAY MESSAGE PER SHEET 27. [I) INSTALL M4-9(LT) DETOUR SIGN. IT) INSTALL SC3 DETOUR SIGN WI TH lHRU ARROW. [Ij IN STALL M4-9(RT) DETOUR SIGN. [Ij INSTALL M4-8A "END DETOUR" SIGN. TRAFFIC SIGN LEGEND END DETOUR M4-8A DETOUR • M4-9 (LT OR RT) I DETOUR ti SC3 STAGE 15 -DETOUR PLAN SAN MIGUEL DRIVE ROAD CLOSURE @ ----------N NOT TO SCALE C-4603 ~~- TRAFFIC HANDLING PLANS 3:1 FOR THE CORONA DEL MAR TRANSMISSION PIPELINE i arYTRAFflCeat:81 llE9(H:I) DRA\m J.l. J.l. APPFIO'l8) Q£CKED DAlB JM 11/09/12 DETOUR PLANS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5341-S MET 38 OF 38