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HomeMy WebLinkAboutW_5353_SCITY OF TBE PUBLIC 0 S DEPARTMENT C-7 1-2 R.C.E.. NO. 4796'1 .. .. ���·' APPl'l:01/EEl: . . . · . '-Vt.J. · ' . . . . DEPUYPLisuc;jRl(s !lJlRE:CTORIC!lY ENGINEER R.C.E. NO. 61527 · DATE: / 2· Z.2-//,, 0 L E " ,n... 0 - -0 (;) ,/ ""'" 0 ".7 � "-1 w ::r: ,n / C en '00" Ci §, if) C-7001-2 �1---------.----,----------,.....-------,,.....-------,.......-------,.....---,r-----r----------------.,.---,-------------------------,;;APPROVAL REOOlilMEli!Offl: • N'l"RO\IAL RElOMMENOED: RE\IIEM]�: LIDO VILLAGE -� 3 Hutton Centre Drtve Suite 200 Sant(] An a, CA (714)751-7373 Fox (714) 545-8883 <{ WATER MAIN REPLACEMENT PROJECT r TITLE SHEET 0 <O 0 '° �-1---1-----1-------------------c--+----t---------..,--------.-:-:-:-.:-::--::-;:-:;::--i � CITY OF NEWPORT BEACH W-5353-S !,! CADD -------- . -N L---------------------------------IL...------.l-------------......1:...D-AlE_:_'_7 _.,,,_;:_._l,_' ............................... ,..1 .. _0_1112_·:::-''Z-....... �t._1.-_ .. _ .. -:-_'_·"'_····......1 ... c_HE· _°'_m_:_!:!N�G_o_11TE_=�12:L0�11.,!1�s ... "_o_ . ..1..-_o_A_TE_...1-0E_sc_R_1P_TI0_M_OF_· _R_E\11_s_10N_s _________ 1..A-PP_R_oVE_D.,,l· ____ P_u_B'!"L_1c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...1-s_HE_ET_1 __ o,_2_6....,; RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. T R PS I : AS/~ GE'ORGE MURDOCH tl!LINICIPAL l'.RRAllON,; DEP ARThlENT DIRECTI:O!l p I , i Ql : C: , ·c ID . ID C "" C w I PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 F W O C ALI TY CI O F N E N I A R A H C RT OP B E DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 61527 TITLE SHEET 1 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE SHEET C-7001-2 WATER MAIN REPLACEMENT PROJECT LIDO VILLAGE 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. CITY OF NE PORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE ATER MAIN REPLACEMENT C-7001-2 APPROVED: _________________ _ DATE: _____ _ APPROVED: _________________ _ DATE: _____ _ 0 C 0 -" >, 0 0 "O E 0 0) N 0) 0) - ------ -st 0 -------- "' ~ "O -0 (!) / en "' C ~ 0 L 0 "O L 0 0 " a:: I N RECORD DRAWING 0 / CJ) "' CJ) ~ APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: .&. 07 /24/19 RECORD DRAWINGS / CJ) w a:: f-p s 0 M A s <( "" / 0 0 3 Hutton Centre Drive GEORGE MURDOCH MICHAEL J. SINACORI, RCE 46214 PAlRICK ARaNIEGA, RCE 70740 Suite 200 MUNICIPAL OPERATIONS ASSISTANT SENIOR CIVIL ENGINEER Santa Ana, CA DEPARTMENT DIRECTOR CITY ENGINEER DESIGNED: DRAWN: (714) 751-7373 Fax (714) 545-8883 NG H CADD <O 0 <O 0 "" w z DATE: DATE: CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED NG 12 01 16 SHEET OF ~ :::;; 2 SHT. NO.DESCRIPTION W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. CITY OF NEWPORT BEACH GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. All WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2012 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PRO\IISIONS, OR IN THE CONTRACT'S SPECIAL PRO\IISIONS. 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. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERI/ICE ALERT 48 HOURS IN OF CONSTRUCTION ACTI\IITIES AT 811. 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 SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTI\IITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 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. 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. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF All UTILITIES AND POINTS OF CONNECTION PRIOR TO START OF WORK. IN ADDITION, THE CONTRACTOR SHALL EXPOSE All UTILITIES AND SERI/ICES AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. PLANS SHOW ESTIMATION OF CROSSING UTILITY DEPTH BASED ON AVAILABLE RECORDS AND ARE WU GUARANTEED. 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 PROJECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY WITH All APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENT5. 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 THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), 2012 OR MOST RECENT EDITION AND ANY CITY OF NEWPORT BEACH REQUIREMENT5. 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. 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 THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 16. WATER MAINS SHALL HAVE A 36" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED ON THE PLANS. 17. All IMPROVEMENTS SHALL BE INSTAILLED PER REFERENCED DETAIL AND/OR STANDARD DRAWING SHOWN IN IMPROVEMENT SCHEDULE. 18. All EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 19. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR SHALL RESTORE All EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 21. 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 HA \/ING JURISDICTION. 22. All CONCRETE SHAU. BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 23. All CONCRETE SIDEWALKS, CROSS GUTTERS, AND 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 PRO\IISIONS 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. 25. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROIIIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR All PROPERTIES ADJACENT TO THE WORK. 26. 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. 27. 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. 28. 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. 29. 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 HAI/ING 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 TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 30. AT THE END OF EACH WORK DAY AND AT THE TIMES 'M-IEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE All EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEi/iCES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 31. 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 BE OPEN. STEEL PLATE SHALL BE TACKED DOWN AND SPIKED AND TEMPORARY AC PLACED AS REQUIRED BY THE REGULATORY AGENCY. 32. 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. 33. CONTRACTOR SHALL ADJUST CITY UTILITIES (I.E. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENT$, SEWER AND STORM DRAIN MANHOLE FRAMES AND COVERS) TO FINISHED GRADE PER CITY STANDARDS. 34. DIRECTION OF SEWER FLOW SHALL BE MAINTAINED IN PIPE UNLESS OTHERWISE NOTED. 35. All SEWER LINES CONSTRUCTED TO PUBLIC STANDARDS SHALL BE EXTRA STRENGTH IIITRIFIED CLAY PIPE (VCP) WITH COMPRESSION JOINTS UNLESS SPECIFIED OTHERWISE IN THESE PLANS. 36. THE CONTRACTOR SHALL CHECK THE FLOW LINE ELEVATION OF EXISTING JUNCTURE AGAINST CONTROL PROIIIDED 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. 37. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROIIIDE ROOM FOR NEW CONNECTING PIPE, FITTINGS, AND VALVE. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. INSTALL NEW PIPE AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING AND DI OR AWWA C900 (DR 14) PIPE SPOOLS CUT TO FIT AS REQUIRED. All MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 38. All HARDWARE FOR FILANGES JOINTS, HARNESS ASSEMBLIES, FITTING RESTRAINTS, TRANSITION COUPLINGS, MECHANICAL JOINT HARDWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 39. All FLANGED JOINTS SHALL BE JOINED WITH CLOTH REINFORCED BUTA-N RUBBER FULL FACED GASKETS. 40. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ACCESS PITS AND TRENCHES AND DISPOSING OF WATER AS REQUIRED BY CONTRACT DOCUMENTS AND APPLICABLE NPDES PERMITS AND FEDERAL, STATE, AND LOCAL GOVERNMENT REQUIREMENT5. A GEOTECHNICAL REPORT HAS WU BEEN PERFORMED FOR THIS PROJECT. HOWEVER, CONTRACTOR MUST ACCOUNT FOR HIGH TIDE CONDITIONS DURING CONSTRUCTION. DURING HIGH TIDE, STORM DRAINS IN AREAS 1-5 MAY NOT BE FUNCTIONAL FOR DISCHARGE OF DEWATERING FLOWS. 41. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE EXISTING WATER AND SEWER MAIN IN SERVICE DURING CONSTRUCTION AND SHALL SUBMIT A HIGHUNE AND FLOW BYPASS PLAN, RESPECTIVELY FOR APPROVAL BY THE CITY. 42. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING SEWER, GAS, WATER LATERALS AND OTHER UTILITIES OR REPLACE IN KIND. LOCATIONS OF EXISTING SERI/ICE UTILITIES ARE NOT SHOWN ON THE DRAWINGS. BUT METER BOXES ARE SHOWN. CONTRACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS, AND DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION IN THE AREA OF THE SPECIFIC UTILITY. RECORD DRAWING SHEET INDEX OJ [!] 0 [I] 0 0 0 [!] 0 1!£1 [ill ~ @I ~ ~ ~ Im ~ ~ ~ ~ ~ ~ ~ ~ ~ TITLE SHEET CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, PUBLIC AGENCIES AND UTILITIES, AREA INDEX MAP AND VICINITY MAP STANDARD SYMBOLS, ABBREIIIATIONS, CONSTRUCTION NOTES, BASIS OF BEARINGS AND BENCHMARK AREA 1 -ALLEY S/0 44TH ST -6" WATER MAIN PLAN AND DETAILS STA. 10+00.00 TO STA. 12+02± AREA 1 -ALLEY S/0 43RD ST -6" WATER MAIN PLAN AND DETAILS STA. 12+00.00 TO STA. 14+95± AREA 2 -SHORT ST -6" WATER MAIN PLAN AND DETAILS STA. 20+00.00 TO STA. 23+91± AREA 3 -MARCUS AVENUE -8" WATER MAIN PLAN AND DETAILS STA. 25+00.00 TO STA. 31+49± AREA 3 -LAKE AVENUE -8" WATER MAIN PLAN AND DETAILS STA. 35+00.00 TO STA. 39+50.00 AREA 3 -LAKE AVENUE -8" WATER MAIN PLAN AND DETAILS STA. 39+50.00 TO STA. 44+50.00 AREA 3 -LAKE AVENUE -8" WATER MAIN PLAN AND DETAILS STA. 44+50.00 TO STA. 48+34± AREA 3 -ALLEY S/0 36TH ST -8" WATER MAIN PLAN AND DETAILS STA. 50+00.00 TO STA. 53+09± AREA 3 -ALLEY S/0 34TH ST -8" WATER MAIN PLAN AND DETAILS STA. 55+00.00 TO STA. 58+10± AREA 3 -32ND STREET -8" WATER MAIN PLAN AND DETAILS STA. 60+00.00 TO STA. 64+60.00 AREA 3 -32ND STREET -8" WATER MAIN PLAN AND DETAILS STA. 64+60.00 TO STA. 69+00± AREA 4 -30TH ST -8" WATER MAIN PLAN AND DETAILS STA. 70+00.00 TO STA. 74+49± AREA 5 -ALLEY S/0 32ND ST -8" WATER MAIN PLAN AND DETAILS STA. 80+00.00 TO STA. 85+10± AREA 5 -IIILLA WAY -8" WATER MAIN PLAN AND DETAILS STA. 90+00.00 TO STA. 92+56± AREA 6 -UDO PARK DRIVE -8" WATER MAIN PLAN AND DETAILS STA. 95+00.00 TO STA. 98+25.00 AREA 6 -UDO PARK DRIVE -8" WATER MAIN PLAN AND DETAILS STA. 98+25.00 TO STA. 102+29± AREA 6 -UDO PARK DRIVE -CONNECTION DETAILS AREA 7 -\/IA OPORTO -8" WATER MAIN PLAN AND DETAILS STA. 105+00.00 TO STA. 108+00± AREA 7 -32ND STREET -6" WATER MAIN PLAN AND DETAILS STA. 200+00.00 TO STA. 204+47± AREA 7 -\/IA OPORTO -8" SEWER MAIN PLAN AND PROFILE STA. 110+00.00 TO STA. 116+12± AREA 7 -\/IA MALAGA -8" SEWER MAIN PLAN AND PROFILE STA. 120+00.00 TO STA. 122+75± VARIOUS VALVE REPLACEMENTS AND DETAILS VARIOUS VALVE REPLACEMENTS AND DETAILS IMPROVEMENT SCHEDULE IMPROVEMENT STANDARD DRAWING NO. STD-106-L WATER MAIN STD-533-L STD-105-L-B STD-508-L WATER VALVE STD-510-L-C (8", 12") STD-511-L WATER VALVE STD-508-L (4", 6") STD-511-L FIRE HYDRANT STD-500-L STD-510-L-A THRUST BLOCKS STD-510-L-B (HORIZONTAL &: VERTICAL) STD-510-L-D STD-510-L-E PUBLIC AGENCIES AND UTILITIES CITY OF NEWPORT BEACH (UTILITIES) AT&T DISTRIBUTION ORANGE COUNTY SANITATION SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS TIME WARNER CABLE UNDERGROUND SERI/ICE ALERT WILCON (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) (714) 618-9116 (714) 593-7326 (714) 796-9932 (714) 634-3063 (714) 715-4706 811 (213) 550-5233 EA2 AREA INDEX MAP CITY OF COSTA MESA JOHN WAYNE AIRPORT T LOCATJON c,.,~ ~<'., '5' 01' CITY OF IRVINE ~ VICINITY MAP 1 NOT TO SCALE 1 NOT TO SCALE 0 C 0 -~ 0 0 -0 E 0 ~ "' O> "' 3: u N 0 ~ (/) "' C 3: 0 L 0 1' 0 0 Q) a:: I N ;?, CJ) "' CJ) ~ 24. All PCC AND AC 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. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 .&. 07 /24/19 RECORD DRAWINGS REVIEWED: CJ) w ~ ~ / 0 PATRICK ARaNIEGA RCE 70740 CITY OF NEWPORT BEACH GENERAL NOTES, SHEET INDEX, g ' PUBLIC AGENCIES AND UTILITIES, SHEET INDEX MAP AND VICINITY MAP 0 l----+----+---------------------------+------r=:::SE7'.':N::::IO=R~C~IVl'TL~E~N::7Gl:-:NEE~R--t--------------------,--------t 8 DESIGNED: DRAWN: ~ NG H CADD !z1 t----------t~ NO. DAlE DESCRIPTION DF REVISIONS APPROVED CHECKED: DA lE: SHEET OF ~ .._ ______________________________________________ ___..__ _______ ...._ _____________ ......, _ ___..__ ___ ..._ __________________________ ...__ __ ......_ ___ ..... N;..;aG..,__,;..;12"-"'01"-""'16 ... ___________________ ...__ _____ __,::;, STANDARD SYMBOLS -----W------ -----RW----- -----s-----------TV--------------G------- ----HPG----- ======SD===== -----T------- -----FO-----------E------ ------.'-r-----FM----------------- _ -----1.L_ / 1 ___j I _____l_t_ ---1L_ /_L__ 7 n u @----.. _ D ------Cl------- -0- CENTIERLINE PROPOSED WATIER LINE-SIZE AS INDICATIED EXISTING WATIER LINE-SIZE AS INDICATIED EXISTING RECYCLED WATIER LINE-SIZE AS INDICATED PROPOSED SEWER LINE-SIZE AS INDICATIED EXISTING SEWER LINE-SIZE AS INDICATIED EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE-SIZE AS INDICATIED EXISTING HIGH PRESSURE GAS LINE-SIZE AS INDICATIED EXISTING STORM DRAIN-SIZE AS INDICATIED EXISTING TIELEPHONE CONDUIT EXISTING ABER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN-SIZE AS INDICATED EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETIE CURB EXISTING EDGE OF PAl/£.MENT (EP) PROPOSED WATIER VALi/£. EXISTING WATIER VALi/£. PROPOSED ARE HYDRANT (FH) EXISTING ARE HYDRANT (FH) PROPOSED WATIER SERVICE RECONNECTION EXISTING WA TIER METIER (WM) -SINGLE EXISTING WATIER METIER (WM) -DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALi/£. EXISTING AIR RELEASE AND VACUUM RELIEF VALi/£. EXISTING BLOWOFF ASSEMBLY EXISTING CAlHODIC TIEST STATION EXISTING CATCH BASIN (CB) PROPOSED MANHOLE (MH) EXISTING MANHOLE (MH) EXISTING ELECTRICAL OR llELEPHONE VAULT EXISTING POWER POLE EXISTING SURVEY MONUMENT EXISTING FENCE EXISTING STREET LAMP EXISTING TREE EXISTING SHRUBS == == :::J EXISTING PIPE ENCASEMENT -TYPE AS INDICATED ,,-:u------DENOTIES DETAIL NUMBER \!V DENOTIES SHEET NUMBER BASIS OF BEARINGS: lHE BEARINGS AND HORIZONTAL COORDINATIES SHOWN HEREON ARE BASED ON lHE CALIFORNIA COORDINATIE SYSTIEM (CCS83), ZONE 6, 2011.0 EPOCH, RELATIVE. TO lHE NORlH AMERICAN DATUM OF 1983 (NAO 83), AND WERE DETIERMINED BY GLOBAL POSITIONING SYSTIEM (G.P.S.) TIES TO TWO CONTINUOUS GLOBAL POSTIONING STATIONS (C.G.P.S.) REFERRED TO AS FVPK AND TRAK. SAID STATIONS ARE PART OF lHE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "AXED" HORIZONTALLY IN lHIS SURl/£.Y. lHE BEARING BETWEEN C.G.P.S. FVPK AND TRAK BEING S 6714'54" E, AS DERll/£.D FROM lHE POSITIONS FOR SAID STATIONS, IN SAID EPOCH, WAS USED AS lHE BASIS OF BEARINGS FOR lHIS SURl/£.Y. lHE ORlHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON lHE NORlH AMERICAN 1/£.RTICAL DA TUM OF 1988 (NA VD 1988) AND WERE DETIERMINED BY GPS TIES TO O.C.S. 1/£.RTICAL CONTROL MONUMENTS 1J-78-04, U-1415, AND NB2-7-77 (LEVE.LED IN 2015) ALONG YlllH lHE APPLICATION OF NGS GEOID HEIGHT MODEL "GEOID12B". BENCHMARK: VIERT CONTROL IS BASED ON lHE COUNTY OF ORANGE DEPT OF PUBLIC WORKS \/£.RT NETWORK (NAVD88, 1995 ADJUSTMENT) A TOTAL OF lHREE OCS BENCHMARKS WERE USED TO 1/£.RTICALLY CONTROL lHIS PROJECT: 1. BM IJ-78-04, FOUND 3.75" ALUM DISK STAMPED ORANGE COUNTY SURVEYOR BENCHMARK IJ-78-04 LEVELED IN 2015, ELEVATION IS 11.948. 2. BM U-1415, FOUND 3.75" NGS BRONZE DISK STAMPED U-1415 1988. LEVE.LED IN 2015. ELEVATION 9.120. 3. BM NB2-7-77, FOUND 3.75" OCS ALUM DISK STAMPED NB2-7-77. LEVELED IN 2015. ELEVATION 8.565. CONSTRlJC I ION NOTES WATER COl'i!S I RUCTION NO I Et:» G) INSTALL 12· C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATIED TRACER YIIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L ® INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATIED TRACER YIIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATIED TRACER YIIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L 0 INSTALL 4" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATIED TRACER YIIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 12" FLGxMJ RESILIENT WEDGE GATIE VALi/£. (Cl 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. ® INSTALL 8" FLGxMJ RESILIENT WEDGE GATIE VALi/£. (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATIE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. @ INSTALL 4" FLGxMJ RESILIENT WEDGE GATIE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. ® @) @ @ @ @ @) @) @ @) @) @ ® @ @ @ @ @ @ @ @) @ ® @ @ @ @ @ ® @ @) @ ® @ @ @ @ @ @ @ @ @ INSTALL WET BARREL ARE HYDRANT PER CNB STANDARD DRAWING STD-500-L INSTALL WET BARREL FlREJ:IYDRANT PER CNB STANDARD DRAWING STD-500-L AND DETAIL f2\ INSTALL WET BARREL FlR~RANT PER CNB STANDARD DRAWING STD-500-L AND DETAIL•~• REMO\/£. AND DISPOSE oFWisTING ARE HYDRANT, HYDRANT BURY, VALVE, AND LATIERAL INSTALL lHRUST BLOCK PER CNB STANDARD DRAYIING STD-510-L. RECONNECT EXISTING 1" METIER SERVICE PER CNB STANDARD DRAYIING STD-502-L RECONNECT EXISTING 2" METIER SERVICE PER CNB STANDARD DRAWING STD-503-L REMO\/£. INTIERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICA TIED YlllH CONCRETIE, AND ABANDON IN PLACE. REMO\/£. AND DISPOSE OF EXISTING PIPE. REMO\/£. VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMO\/£. VALVE, VALVE CAN, AND LID. PWG REMAINING PIPE ENDS AND ALL WllH CONCRETIE. RESURFACE IN KIND. REMO\/£. VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL @ . REPLACE PAVEMENT WllHIN ALLEY PER CNB STD DWG STD-140-L. CONSTRUCT NEW CONCRETIE CURB AND GUTTIER PER CNB BEACH STD DWG STD-182-L. CONSTRUCT NEW CONCRETIE SIDEWALK PER CNB STD DWG STD-182-L. CONSTRUCT NEW RESIDENTIAL DRIVE.WAY APPROACH Ill PER CNB STD DWG STD-164-L. 12" PVC SPOOL (LENGlH AS REQUIRED) 10" PVC SPOOL (LENGlH AS REQUIRED) 8" PVC SPOOL (LENGlH AS REQUIRED) 6" PVC SPOOL (LENGlH AS REQUIRED) 4" PVC SPOOL (LENGlH AS REQUIRED) 12" DI FLG TIEE 12"x8" DI FLG TIEE 12"x6" DI FLG TIEE 12"x6" DI MJxFLG TIEE 12"x4" DI MJxFLG TIEE 8" DI FLG TEE 8" DI MJxFLG TEE 8"x6" DI FLG TIEE 8"x6" DI MJxFLG TIEE 8"x4" DI MJxFLG TIEE 6" DI TIEE 6" DI MJxFLG TEE 12"x8" DI FLG CROSS 12"x6" DI FLG CROSS 8"x6" DI FLG CROSS 6" DI FLG CROSS 6" DI MJ CROSS 12" DI 45" ELBOW 8" DI 90" ELBOW 8" DI 45" ELBOW 8" DI 22.5" ELBOW RECORD DRAWING THIS IS A RECORD ORA WING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON TIIE 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 HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF TllE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, TIIE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY OR THE OWNER(S) OF THE UTILITIES INVOLVED. > ) > > > > > > ® @ @) @ @) @ (@ @) @) @ @) @ @ @ @ @ @ @ @ @ ® @ @ @ @ @ ® @ @) @ @) @ @) @ @ @ @ @ @) @) @) @ @ @ @ WATER CONS I RuCTION NO I ES 8" DI 11.25" ELBOW 6" DI 45" ELBOW 6" DI 22.5' ELBOW 12"x10" DI FLGxMJ REDUCER 12"x8" DI MJxFLG REDUCER 12"x8" DI FLG REDUCER 12"x6" DI FLGxMJ REDUCER 8"x6" DI MJxFLG REDUCER 8"x6" DI FLGxMJ REDUCER 6"x4" DI FLGxMJ REDUCER 12" DI FLGxMJ ADAPTIER 8" DI FLGxMJ ADAPTIER 6" DI FLGxMJ ADAPTIER 12" TRANSITION COUPLING 10" TRANSITION COUPLING 8" TRANSITION COUPLING 6" TRANSITION COUPLING 4" TRANSITION COUPLING 8" DI SLEE\/£. INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER lHE CROSSING UTILITY PIPELINE TO MEET DOW CRITIERIA. ABANDON IN PLACE EXISTING WATIER MAIN. 6" DI FLG TIEE 6" BLIND FLANGE 12"x8" MJxFLG TIEE CONSTRUCT NEW CONCRETIE CROSS GUTTIER PER CNB BEACH STANDARD DRAWING STD-185-L 6" DI 90" ELBOW INSTALL 8" FLG RESILIENT WEDGE GATIE VALi/£. (CL 150) PER CNB STANDARD DRAYIING STD-508-L AND STD-510-L-C. INSTALL 6" FLG RESILIENT WEDGE GATIE VALVE (CL 150) PER CNB STANDARD DRAYIING STD-508-L AND STD-510-L-C. 8" DI FLG 90' ELBOW INSTALL 12" FLG RESILIENT WEDGE GATIE VALVE (CL 150) PER CNB STANDARD DRAYIING STD-508-L AND STD-510-L-C. 6" DI FLG 45' ELBOW FOR WORK WllHIN STREET MORATORIUM, STREET SHALL BE REPAl/£.D PER CNB STANDARD DRAYIING STD-105-L-F. 12" DI 22.5' ELBOW INSTALL COMBINATION AIR/VAC ASSEMBLY PER CNB STANDARD DRAWING STD-515-L 6" DI SLEE\/£. 6"x4" DI MJxFLG TEE INSTALL 1" SERVICE FOR IRRIGATION PER CNB STANDARD DRAWING STD-502-L. ABANDON IN PLACE EXISTING PIPE, AND CAP. PROPOSED ON-SITIE SEWER, TO BE INSTALLED BY OlHERS. PROPOSED ON-SITIE GAS, TO BE INSTALLED BY OlHERS. PROPOSED ON-SITIE ELECTRIC, TO BE INSTALLED BY OlHERS. PROPOSED ON-SITIE CABLE TV, TO BE INSTALLED BY OlHERS. PROPOSED ON-SITIE TIELEPHONE, TO BE INSTALLED BY OlHERS. PROPOSED UTILITY EASEMENT INSTALL 4" MJ RESILIENT WEDGE GATIE VALVE (CL 150) PER CNB STANDARD DRAYIING STD-508-L AND STD-511-L-C. @ INSTALL 12"x8" FLGxMJ DI ECCENTRIC REDUCER ---------------& (@ 6" DI FLG 90" ELBOW @ 8"x6" DI FLG REDUCER @ 6" DI 11.25" ELBOW @ 12"x8" DI MJxFLG CROSS @ 8" DI FLGxMJ 90" ELBOW < < ' SEWER CONSTRUCTION NO I ES INSTALL 8" EXTRA-STRENGlH VCP PER CNB STANDARD DRAWING STD-106-L CONNECT TO EXISTING SEWER OUTSIDE OF MANHOLE USING AN 8" BAND SEAL SEWER REPAIR COUPLING. CONSTRUCT SEWER MAIN TIERMINAL CLEANOUT PER CNB STANDARD DRAYIING STD-400-L. INSTALL 6" SEWER LATIERAL CONNECTION TYPE "A" AND FITTINGS AS REQUIRED TO CONNECT TO EXISTING LATIERAL PER CNB STANDARD DRAWING STD-405-L CONSTRUCT 48" DIA MANHOLE PER CNB STANDARD DRAYIING NO. STD-401-L AND STD-112-L CONNECT TO EXISTING 8" SEWER USING AN 8" BAND SEAL SEWER REPAIR COUPLING. MANHOLE INl/£.RT ELEVATIONS TO BE AS SHOWN ON PLANS. REMO\/£. AND DISPOSE OF EXISTING SEWER MAIN. REMO\/£. AND DISPOSE OF EXISTING MANHOLE. CONSTRUCT DROP HOUSE CONNECTION AND REMOVE EXISTING (BROKEN). ABBREVIATIONS ABAND ABANDONED MH AB AGGREGA TIE BASE MIN AC ASPHALT CONCRETIE OR ASBESTOS CEMENT MJ ACP ASBESTOS CEMENT PIPE N AV AIR RELEASE &: VACUUM RELIEF VALi/£. NE AWWA AMERICAN WATER WORKS ASSOCIATION NW BC BEGIN CURVE NO BCR BEGIN CURB RETURN NTS BF BLIND FLANGE OCSD BFV BUTTIERFL Y VALi/£. OD BLK BLOCK PE BM BENCHMARK PCC CB CATCH BASIN It (PL) CCP CONCRETIE CYLINDER PIPE pp CIP CAST IRON PIPE PO CL CLASS PSI CNB CITY OF NEWPORT BEACH PVC CONC CONCRETIE PVMT CONT CONTINUOUS R (RAD) CPLG COUPLING REQD ~ (CL) CENTIERLINE RT DOW DIVISION OF DRINKING WATIER RW DIA DIAMETIER R/W DI DUCTILE IRON s DIP DUCTILE IRON PIPE SCE DWG DRAYIING sco E EAST SCH E, ELEC ELECTRICAL SD EC END CURVE SE EL ELEVATION SEB ENGR ENGINEER SHT ETC ETCETIERA SI.. EP EDGE OF PAVEMENT SPEC EXIST (EX) EXISTING SPPWC FL FLOWUNE FLG FLANGE ss FG FINISHED GRADE SSPWC FH ARE HYDRANT FT FEET STA G GAS Sll GALV GALVANIZED STR LT GB GRADE BREAK SW GNV GROUND NOT VISIBLE SWR GV GATIE VALVE TC HORIZ HORIZONTAL TIEL ID INSIDE DIAMETIER TS INV INVERT TYP IRR IRRIGATION UG LEB LARGE END BELL \/£.RT LF LINEAR FEET w LT LEFT WATCH WM MANHOLE MINIMUM MECHANICAL JOINT NORlH NORlHEAST NORlHWEST NUMBER NOT TO SCALE ORANGE COUNTY SANITATION DISTRICT OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POWER POLE PUSH-ON POUNDS PER SQUARE INCH (PRESSURE) POL YVINYI.. CHLORIDE PAl/£.MENT RADIUS REQUIRED RIGHT RECYCLED WATIER/RESILIENT WEDGE RIGHT-OF-WAY SOUlH, SLOPE OR SEWER SOUlHERN CALIFORNIA EDISON SEWER CLEANOUT SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUlH EAST SMALL END BELL SHEET STREET LIGHT SPECIFICATION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STAINLESS STEEL, SANITARY SEWER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STATION STIEEL STREET LIGHT SOUlHWEST SEWER TOP OF CURB llELEPHONE TRAFFIC SIGNAL (CONDUIT/CABLE) TYPICAL UNDERGROUND 1/£.RTICAL WEST OR DOMESTIC WATER WORK AREA TRAFFIC CONTROL HANDBOOK WATIER METER 0 C: □ ~ ~ □ u l:l E □ ,,., 0 cr, l:l @) 4" DI 22.5" ELBOW ~ @) 6" DI FLGxMJ 22.5" ELBOW ! @ 12" DI 11.25' ELBOW i @ RECONNECT EXISTING 6" ARE LINE C-7QQ 1-2 Vl ..--------...... ---------------,.-::.::.~--.. =-.:::;;;::-~==~==~==::.:::..------------------,,---....---------...----------------------------1~ & 07/24/19 RECORD DRAWINGS REvlEWED: LIDO VILLAGE ~ <( WATER MAIN REPLACEMENT PROJECT ~ STANDARD SYMBOLS, ABBREVIATIONS, CONSTRUCTION NOTES, BASIS OF BEARINGS 2 PSOMAS~-~--------~~ 3 Hutton Centre Drive Suite 200 Santo Ana. CA PATRICK ARCINIEGA, RCE 70740 AND BENCHMARK o 1-----+----+----------------------------+--------l'"=:::SE:'::N::::IO~R~C~IVlfL':::E:':N~Gl:-:'NE=E~R--t-___________________ ,--------------t; DESIGNED~G/BH DRAWN: CADD CITY OF NEWPORT BEACH W-5353-S ~ (714) 751-7373 Fox (714) 545-8883 1-----------1":J. ..._ ____________________________________________ ......, _______ ...... _____________ ...... _N_o ....... __ DA_TE_ ...... o_E_sc_R_1P_nON_o_F_R_E_v1_sio_N_s __________________ ....._A_P_PR_o_VE_D_c_H_Ec_K_ED_: ...... N_G._D_A_TE_:1_21.,_10_.1/_116....._ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...... SH_EE_T_3_o_F_2_6.....,; 4 AREA 1 - ALLEY S/O 44TH ST - 6" WATER MAIN PLAN AND DETAILS STA. 10+00.00 TO STA. 12+02± W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. r:-.-=-6" DOMESTIC WATER MAIN CONS I RUCTION NO I ES BEGIN CONSTRUCTION STA. 10+00.00 0 10 20 30 40 - -- -SCALE: 1" = 20' CONNECT TO EXISTING 12 AC PIPE PER DETAILEB I I I 17 "-I I 71 ~ J 36' 42 I I 50' LJ 90' KEY W. BALBOA BLVD D EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. EXIST. 12" AC PIPE EXIST. 6" AC PIPE STA. 9+92± 67 ~ EXIST. 1 ; 2• GAS ----11r,,_.......,.,,_~,54 16 25,,__-, EXIST. 12" AC PIPE CONNECTION AT STA. 10+00.00 SCALE: 1 /2" -1 '-o• ACP hlOIES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. ELEC END CONSTRUCTION GO UNDER STA. 12+02± CATV STR LT CONNECT TO EXISTING 8 AC PIPE 24 GO UNDER @ GO UNDER 24 PER DETAIL® I> 204@ 1; 208 210 4818 I @ @ ;,, X 21 ·ll 7 N5Y39'02"E 11+00 J 18 CAUTION ' L 15' / 2' SI '- 206 @ I 209 @ i @ 2tl @ 218 @ 20' 20' RIVER AVE. ALLEY S/0 44TH STREET EXIST. EDGE OF GUTTER EXIST. 6" AC PIPE FOR COTINUATION OF 6" PVC PIPE SEE ABOVE ---(;--- RECORD DRAWING I CAUTION I EXISTING POWER POLE (SEE NOTES TO CONTRACTOR NOTE 10) FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. CURB & GUTTER ;!l ;!l 15"± 7 EXIST. 8" AC PIPE i-----127 STA. 12+02± 13 38 EXIST. 8" AC PIPE CONNECTION AT STA. 12+02± SCALE: 1/2" -1'-0" @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-506-L AND STD-511-L INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-502-L @) REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. REPLACE CONCRETE PAVEMENT WITHIN ALLEY PER CNB STD DWG STD-140-L CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH Ill PER CNB STD DWG STD-164-L @ 12" PVC SPOOL (LENGTH AS REQUIRED) @ 8" PVC SPOOL (LENGTH AS REQUIRED) @ 6" PVC SPOOL (LENGTH AS REQUIRED) @ 8"x6" DI MJxFLG TEE @ 12"x6" DI FLG CROSS & {§) 6" 91 45" ELBOW 81 12" DI FLGxMJ ADAPTER 12" TRANSITION COUPLING 8" TRANSITION COUPLING 6" TRANSITION COUPLING FOR WORK WITHIN STREET MORATORIUM, STREET SHALL BE REPAVED PER CNB STANDARD DRAWING STD-105-L-F. NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. CONTRACTOR TO COORDINATE WITH SOUTHERN CALIFORNIA EDISON TO PROTECT IN PLACE EXISTING POWER POLE DURING EXCAVATION FOR PIPELINE. 11. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 12. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. 0 C 0 -~ 0 0 -0 E 0 -"' O> -<{ I -CL ,!. :r: ~ (/) c,, C ~ 0 L 0 1' 0 0 Q) a:: I N ;?, CJ) "' CJ) ~ -------------------------,...------..... ---------------------------.---..... --------------------------------------1/ p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 .&. 07 /24/19 RECORD DRAWINGS REVIEWED: CJ) w ~ ~ / 0 0 PA lRICK ARaNIEGA, RCE 707 40 8 l-----+----+---------------------------+--------l"=:::SE7'.':N::::IO=R~C~IVl'fl~E~N::7Gl:-:NEE~R--t--------------------,--------t 8 DESIGNED: DRAWN: ~ NG H CADD !z1 t-----------t ~ APPROVED CHECKED: DA TE: SHEET OF ~ ...._ ______________________________________________ ___.,.._ _______ ..._ _____________ ___. _ ___.,.._ ___ ..._ __________________________ .._ __ ...._ ___ _..N"'G...__ ... 12"-"'01 .... 16 ... ___________________ .._ _____ __,::;, NO. DATE DESCRIPTION OF REVISIONS 3 17 6" DOMESTIC WATER MAIN 2" GAS GO UNDER COhlS I RuCTION NOTES 0 10 20 30 40 - -- -SCALE: 1 " = 20' BEGIN CONSTRUCTION STA. 13+00.00 CONNECT TO EXISTING 12" AC PIPE PER DETAIL@ 43' 49'± 57' 97' W. BALBOA BLVD D KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOlES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. EXIST. 12" AC EXIST. EDGE OF GUTTER _LEXIST. TELE ---T T---T---T--+-PIPE --T---T-1---T---T--- ---c---G---c ---c ~y:::::£-Cflffl~~-===r-c -------t-c _LEXIST. 2• :A_S __ (64 EXIST. 6" AC PIPE STA. 12+93.27 13 43 STA. 13+00.00 61 16 25,J---I 64,1---11!·11-+-!HII-----'- EXIST. 12" AC PIPE EXIST. 6" AC PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE CONNECTION AT STA. 13+00.00 r 1 ~ SCALE: 1 /2" = 1 '-o• ACPNOIES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. f-i=Fr -. -H • N. It) .., @ I 206 EL.EC GO UNDER n I EL.EC i O UNDER 8" SWR O 3'± COVER GO UNDER 20' 15'± RIVER AVE. END CONSTRUCTION STA. 14+95± CONNECT TO EXISTING 8 AC PIPE PER DETAIL® ALLEY S/0 43RD STREET RECORD DRAWING TillS 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 HA VE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDIDONS 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 FIBLD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY OR THE OWNER(S) OF THE UTILITIBS INVOLVED. I CAUTION I EXISTING POWER POLE (SEE NOTES TO CONTRACTOR NOTE 10) FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. CURB & GUTTER -H io 7 7'1---1 EXIST. 8" AC PIPE 1---{27 ' ; '. i·:./:~· STA. 14+95± 13 38 EXIST. 8" AC PIPE CONNECTION AT STA. 14+95± SCALE: 1/2" = 1'-0" & @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L ® INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L @ INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L @ RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-502-L @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. @ REMOVE AND DISPOSE OF EXISTING PIPE. @ REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. ® REPLACE PAVEMENT WITHIN ALLEY PER CNB STD DWG STD-140-L @ CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH Ill PER CNB STD DWG STD-164-L @ 12" PVC SPOOL (LENGTH AS REQUIRED) @ 8" PVC SPOOL (LENGTH AS REQUIRED) @ 6" PVC SPOOL (LENGTH AS REQUIRED) @ 8"x6" DI MJxFLG TEE @ 12"x6" DI FLG TEE @) s• 91 45• ELB8W 61 12" DI FLGxMJ ADAPTER @ 12" TRANSITION COUPLING @ 8" TRANSITION COUPLING @ 6" TRANSITION COUPLING @ INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER THE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. @ FOR WORK WITHIN STREET MORATORIUM, STREET SHALL BE REPAVED PER CNB STANDARD DRAWING STD-105-L-F. NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOlES". 10. CONTRACTOR TO COORDINATE WITH SOUTHERN CALIFORNIA EDISON TO PROTECT IN PLACE EXISTING POWER POLE DURING EXCAVATION FOR PIPELINE. 11. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 12. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. 0 C: 0 ~ !I;, 0 u " E 0 t'l 0 cr, l:l L 0 u " 0:: I N 0 / (/J C-7001-2 vi ..--------...... ---------------,.---,-----..... --------------------------...... --..... --------....... ---------------------------~ & (/J w ~ 07 /24/19 RECORD DRAWINGS REVIEWED: LIDO VILLAGE <( ~ 0 AREA 1 -ALLEY S/0 43RD ST -6" WATER MAIN PLAN AND DETAILS 0 1-----+----+----------------------------+--------J-:::PA=TR:::~:'::c~=I0~~~~~ I ~V1f I E~:::~:':·N~~f::'JE=l~~- 740---t ________ s_T_A_._1_3_+o_o_._o_o_T_o_s_T_A_. _14_+_9_5_±_,-----------;i DESIGNED~G BH DRAWN: CADD CITY OF NEWPORT BEACH W-5353-S ~ 1-----------1":J. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santo Ana, CA (714) 751-7373 Fox (714) 545-8883 WATER MAIN REPLACEMENT PROJECT APPROVED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 26 / .._ ______________________________________________ ___,.__ _______ .._ _____________ __. _ ___,.__ ___ ...._ __________________________ ..._ __ ...._ ____ N_G...._ __ 12...._01.._1_6.._ ___________________ ..._ _____ __,:::, NO. DAlE DESCRIPTION OF REVISIONS 6 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 2 - SHORT ST - 6" WATER MAIN PLAN AND DETAILS STA. 20+00.00 TO STA. 23+91± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1" = 20' l'tl!O I ES 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" BElVIEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS. ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEYIPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEYIPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. STA. 20+00.00 6" DOMESTIC WATER MAIN CONNECT TO EXISTING 6 AC PIPE PER DETAIL® BEGIN CONSTRUCTION e01 STA. 20+00.00 CONNECT TO EXISTING 8" AC PIPE PER DETAIL 1 v, U1 CD 31---------------~~-~ 800/802 ,n 0 -- RECORD DRAWING 3 6" DOMESTIC WATER MAIN ' ' SJA.-22,f-6_5._5.!L ... f'. ' • •• \, \ . ' \--,\ ' \,) ' -'\."""1~,t~-~~ &: ~-'\"~,/ sr/4 65. ~ oc ---~s--- DETAIL® -"( ',/' ., - 0 -++-l~~~==.:,-=;::=;::::::..:;-m t .;. 15' GO UNDER U! GAS 618 GO UNDER 36TH ST. 71 ALLEY 15' u _u30 35TH ST. i!r"',...,.;:i~~~\ STA. 22+57.30 41 15" SD 4± COVER O GO UNDER . . 5 ,,......,,...... STA. 22+23.84 ,-....,-.... D STA. 21+24.08 6 CROSS PER DETAIL® SHORT STREET EXIST. 4" AC PIPE FOR CONTINUATION OF 6" PVC PIPE SEE DET L® 28,1---fl1----~~;;,!__--- l:l EXIST. EDGE -H 1-OF GUTTER CJ) d~ --------'L..f---l-1---------t--- f2 FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE ._, -. ' EXIST. EDGE OF GUTTER EXIST. 6" AC PIPE 3 EXIST. 2" GAS -,---+-Ii-' +-il'b ---',,-6 EXIST. 8" AC --i PIPE i-----;:27 -H <O - EXIST. 8" SEWER IDENTICAL POINTS EXIST. CURB 8,1-+--i FOR CONTINUATION 0~ PVC PIPE SEE DETAILt;7 3 EXIST. EDGE OF GUTTER GAS / EXIST. 2" ~' :," FOR CONTINUATION OF 6" PVC PIPE SEE ABO FOR CONTINUATION OF 6" PVC PIPE TO FH SEE ABOVE EXIST. EDGE OF GUTTER ---<29 ~ - 60 t co -29 STA. 21+24.08 13 45 FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. 8" SEWER KEY STA. 23+56.29 13 52 ~ END CONSTRUCTION STA. 23+91± rC-:cON~N,:EC-=aT=--'=To=°"=E=x1=sTl=N"'G=--=6""'" --=A-=c""'p=1p=E,-----{I67 WITH TRANSITION COUPLING EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. EXIST. 6" AC ~~ EXIST. 6" Cl PIPE PIPE ABND 2" UNK PIPE 8 COl'tl!S I RuCTION NO I ES @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. (z) INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. 16 @) @) @ @ @ @ ® @ @ @) INSTALL WET BARREL FIRE YDRANT PER CNB STANDARD DRAWING STD-500-L AND DETAIL 2 6 INSTALL WET BARREL FIR YDRANT PER CNB STANDARD DRAWING STD-500-L AND DETAIL 5 6 REMOVE AND DISPOSE OF ISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-502-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL ffi . ~ 8" PVC SPOOL (LENGTH AS REQUIRED) 6" PVC SPOOL (LENGTH AS REQUIRED) 4" PVC SPOOL (LENGTH AS REQUIRED) 8"x6" DI FLG TEE 6" DI MJxFLG TEE 6" DI FLG CROSS 6" DI 45" ELBOW 6" DI 22.5" ELBOW 59 8"x6" DI FLGxMJ REDUCER @ ® (@ @ @) @ @ @ 6",c4" DI FLGxMJ REDUCER 6" DI FLGxMJ ADAPTER 6" TRANSITION COUPLING 4" TRANSITION COUPLING INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER THE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. ABANDON IN PLACE EXISTING WATER MAIN. 6" DI FLG TEE CONSTRUCT NEW CONCRETE CROSS GUTTER PER CNB BEACH STANDARD DRAWING STD-185-L QZ) INSTALL 8" FLG RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. @ INSTALL 6" FLG RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. @ 6" DI 11.25' ELBOW FOR CONTINUATION OF 6" PVC PIPE TO FH SEE ABOVE FOR CONTINUATION OF 6" ®PVC PIPE SEE DETAIL 16 FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. 4" Cl PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE 3 FOR CONTINUATION 0%· PVC PIPE SEE DETAIL~ IDENTICAL POINTS 13 41 EXIST. 6" AC PIPE EXIST. EDG OF GUTTER co ECTION AT STA. 20+00.00 SCALE: 1 /2" = 1 '-o• CONNECTION AT STA. 20+00.00 '2 ~ SCALE: 1 /2" = 1 '-o• CONN SCALE: 1 /2" = 1 '-o• . 21 +24.08 ED CONNECTION AT STA. 22+66.75 SCALE: 1/2" = 1'-0" FH CONNECTION SCALE: 1 /2" = 1 '-o• o> ,. 'O N <( I --I-a. ~ :r: ;:), en o> _,; ,. 0 L 0 'O L 0 " <ll Cl:'. I N .3-(/) "' (/) ACP...,.OIES -------------------------,,-------..... ---------------------------.---..... ------------------------------------~ 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ <( ~ / 0 0 <D 0 <D l-----1------1-----------------------------l-------l-=='="'-"'-~~:-:=""----t----------------------.---------t □ ~ w z SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: t----------t~ SHEET OF .._ ______________________________________________ __,.__ _______ ..._ _____________ __, _ __,.__ ___ ....._ __________________________ ..._ __ ...._ ___ """"' ...... -"""" ..... .;.;.&,-------------------....i.-------:::e NG 12 01 16 7 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - MARCUS AVENUE - 6" WATER MAIN PLAN AND DETAILS STA. 25+00.00 TO STA. 31+49± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. BEGIN CONSTRUCTION STA. 25+00.00 CONNECT TO EXISTING 6" AC PIPE PER DETAIL@ I I I 11 8600 I I I I I I 8,tJ2 STA. 25+97.91 INSTALL 6" TEE AND CONNECT TO EXISTING 6" AC PIPE PER I DETAIL® I 84'!0 8408 I I I Q I I , ~, 8408 I 6" DOMESTIC WATER MAIN 3 I ~ I ,,:,, I I I /11 ,1, I 8402 8400 ,1 I 1,1 /1/ /' I I @ 8812 STA. 28+25.42 INSTALL 6" TEE AND CONNECT TO EXISTING 6" AC PIPE PER I DET II.® I @ I 88'lf) 8808 I I 8808 0 10 20 30 40 I M @ @ @ l @ @ @ @ @ ~ --~ I t1 15" c:n c, I I • .tO SCALE: 1 • = 20' D f "1 ¢ I -~ ,, 11 ' ~ ~ 1;1 / ;5:~. COVER 'v ~ -71 _ .. e~ f 11 _, I ..., I r ""15 1 1l1 l~I= •' ' ' ~ 1/-~ A -•• •• 0 ,, ' --u " -,-.;.... -·---~--r : -,/1 ----- s! -II -<...,,.> -I "--"-._,-.J --\ 7) i ,, I .7 J -LJ 17 i'ii ,.. ' J -. . I -Q r,,i 11 ·----' Fi,: -'+ ,I FC C, . /:::j Fi I ,,, --. y L"CI ,,, 4''c:.1 ··,\" , .. 4"CI \,'i 4"( \1\" 4'''.":I '/i ' 4"C 'iv' ' ,;_, \'i I I • ' ',i , , "' ~~ I 0 '/\~ \ / 0 ~ 1/1 '\ C ®-\ j&. ~ st c:i in ,, / S36"20'30"E ,,1 'T r..: I \ /' '\ -·--~ l1 .• . -,. __ • L"_:s ,, ___ ...,,·,". .. •· ... "---.J-L "---.J-L •• " · . • ~ '"' L -"~ -. 1/1 c-i ' J"G ~"r> ::'"G ~"r> ")" ,::; [A ~"r> ~"r> ·-v - ~ I ~ / •.7 / •.7 1,1 / ,_, ',, '/ , ' '1 ---~ -SL -n < , ~ r ,~,, •/ SI SL c,L SL n- SI ·:.; " < I ,I'\,,., .N'? ., I") -_..,.. .,II I I> " ;•, C '\. -""'> 4, c::: --), ., --,-~~ ~ <"" r, 7 5"'. r, -15"'. r,_? i ;; 11 , I~ ELEC I -I'. "'I ., - -::: f' - ~ '• ,-, ' ' GO UNDER • j 'l,,_,,j 1-..,,J' 1-..,,J' ,, • <..,,. I I .. ~ I 2.5' ;>-'\ ·, 3 I ,:, -~ I I @ ... @ @ @ @5.0' I I I I --,.,I 8U I '' 816 I 8U 8811 8809 UJ 1°' I I I I I I I I I l' :-1 -I --- - - - I - - - - - I I I . 351H ST. ALLEY 341H ST. ALLEY MARCUS AVENUE 0 LO + I-CX) ::c"" (!) • -< ~l- a.. (/) ow 1-z w::J w::c (/)(.) I-< :::E 3 INSTALL 6" TEE AND CONNECT 6" DOMESTIC WATER MAIN STA. 30+55.92 TO EXISTING 6" AC PIPE PER I I I I I ® I ; I DETAIL® 1, 1,1 I I I I J I // 8804 8802 8800 t~ ,1, I I 8212 N @ 8208 @ @ @ 3 ,11 @ l1I -I "' I !'\" c:n ~ .. /// VI ~5'± COVER 701 ~ (n) .M?.. r Ill c, / GO-UNDER ' I "' 1/ ~ --LJ_~- -,._ ,. •I -. -I I r1 L J C , I ,,, II -1/1 0 ~ 29+.QQ' ( I "!/ ~ '\30+00 4'':::1 \'/ !?. \'>/ 4"C '/i 4",-\!,' I I S36"20'30"E st 'b ,,, / ~ 0 --n ,/1 I I 1:..:''_j__, --':::'-··" iq. T. L/. i'ii' ----· I 1, . -".- ~ r-2'c ,,, ,, •.-. -,, -,, .. ,, L V 1/1 V V ~ -· V V 1/' 'CL ~(, -:::_;L-:;1 " / ,1, ---SI ·-; :,,_ . . I J -X / ,11 '-' I -,,, r -I I C 9 x12x18~ sTA. 29+24.21 / -- I @ @ I I 816 au I -- - -I --- - - - 33RD ST. ! I \I u \ I END CONSTRUCTION STA. 31+44± CONNECT TO EXISTING 6" VALVE I PER DETAIL@ 14 I 8208 8204 @ @ TEL I GO UNDER \ "-I I L'.;J ii\ I ',) 43:'11+,00 6s{,8)-\ I -/ L -1·.:'' 2/ -, .. -. ~ "'---'J ' SI SL I I j n CONTRACTOR TO R~fE- 3.0' I ~ PIPE TO MEET EXIS~NG AUGN 'ENT I C ~ I I ,'f_-I ,: ot I - --- ' ALLEY MARCUS AVENUE KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 &: 24 ON SHEET 2 AND SlD-105-L UNLESS NOTED OTHERWISE. 16 STA. 25+00.00 67 EXIST. 4" Cl PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. 4" a PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. 6" AC PIPE t---t.28 STA. 25+97.91 FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE I I I j; I, I ,_) ;:_-J:_1-------- 114 il~. t c' ------I _f _--n -----,, ------ ,,------tt~ 1--t!,._ -- (fs:, I /1 co 97' ' ', (I ' ./" I I I \ I r ~ ~ & > I I ~ ' -- ' ~ lf}f.iJ, ' I/,'., -i..--: ,,, <,, ~-~ J,@. L ·, '.~> ~~;;::; 7 ~ ' 19 ..i; , V r, -, U) ,' ''<D -I I • -t H ,, +---T J,_',·, V -----Cl_ ... Cb_ _ _.., -•\ le I ---n ~ ••, : ~ ._,,~ ' J) I @~ ~ r I I c,r, '.j - I I ::, --I ..,, V1 FOR CONSTRUCTION OF PIPELINE SEE SHEET 14 32NDST. EXIST. 4" a PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE 1---{28 -'----l~+-!l---l16 EXIST. 6" AC PIPE - 40' -' / ~ L r I I--- L ) r '] I\'--( I ' I < ' I= < = F < = < --= < = ~- - ;;;=-;: ) • I 9 & @ 0 ® @ @ @ @ @ @ @ @ @ @ 41 @ @ @ @) @ CONS I RUCTION ~O I ES INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING SlD-106-L INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING SlD-508-L AND SlD-511-L. INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING SlD-500-L. REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL. INSTALL THRUST BLOCK PER CNB STANDARD DRAWING SlD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING SlD-502-L RECONNECT EXISTING 2" METER SERVICE PER CNB STANDARD DRAWING SlD-503-L. REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE ABANDONED PIPE AND BACKFILL PER CNB BEACH STANDARD DRAWING SlD-106-L REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL @ . 6" PVC SPOOL (LENGTH AS REQUIRED) 6" DI MJxFLG TEE 12" DI 45" ELBOW e• DI 45' EL.80W 6" DI FLGxMJ ADAPTER 6" TRANSITION COUPLING INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER THE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. 71 ABANDON IN PLACE EXISTING WATER MAIN. & @ 6" DI FLG TEE NO I ES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISTING FACLITIES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARlMENT 48 HOURS IN ADVANCE OF SHUlDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. ) t:: 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS . 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE EXIST. 4" a PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE RECORD DRAWING EXIST. 6" AC PIPE 1---{28 STA. 30+55.92 13 41 FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE 0 C 0 -!!?.. 0 (J .,, E 0 0 "' a, o> .. .,, rci <( I "' a. ~ :r: ;:)- en o> _,; .. 0 L 0 .,, L CONNECTION AT STA. 25+00.00 ,, 1 "' CONNECTION AT STA. 25+97.91 r 2"' CONNECTION AT STA. 28+25.42 ,, 3"' CONNECTION AT STA. 30+55.92 ,, 4"' 0 (J "' Cl:'. I N SCALE: 1/2" -1'-0" ACP 1-,,iQIES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECFICATIONS AND DI OR AWWA C-900 {DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. SCALE: 1 /2" - 1 '-o• SCALE: 1 /2" - 1 '-o• SCALE: 1/2" -1'-0" .3-(/) "' (/) -------------------------.....------..----------------------------.----,-------------------------------------~ p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ <( ~ / 0 0 <D 0 <D SENIOR CIVIL ENGINEER DESIGNED: DRAWN: l----+-----1-----------------------------J------J-===-"'-"'-~~:-,=""----f---------------------,--------tO ~ w z NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: SHEET OF t----------t~ NG 12 01 16 ,.._ ______________________________________________ __,,..._ _______ ..._ _____________ __, _ __,,..._ ___ ..._ __________________________ .._ __ ...._ ___ ....,....__ ........... .;.;,,1. ___________________ ...... ______ __,:::;;; 8 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - LAKE AVENUE - 8" WATER MAIN PLAN AND DETAILS STA. 35+00.00 TO STA. 39+50.00 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1" = 20° ELEC 11 GO UNDER jj BEGIN CONSTRUCTION STA. 35+00.00 INSTAU. 6 ELBOW AND CONNECT TO EXISTING 6" AC PIPE PER ,& DETAIL@ ~~ 38TH ST. -ff ... RECORD DRAWING 53,,..._-, EXIST. 6" AC PIPE STA. 35+00.00 13 97 8711 STA. 35+08.78 8" TEE AND CONNECT TO EXISTING 8" AC PIPE PER DETAIL® L FOR CONTINUATION 0~ PVC PIPE SEE DETAIL~ IDENTICAL POINTS 8709 3'± TO 90' ELBOW EXIST. 8" AC _/ PIPE ••. ·. .• FOR CONTINUATION OF 6" PVC PIPE SEE DETAIL® 16}---■ EXIST. 6" AC PIPE EXIST. 8" AC PIPE 211---i 8 7 2'± 1 ;:,.'"' ... -ff 00 - SI 27 16 8" DOMESTIC WATER MAIN ,---------------------<2 S36"19'59"E :•:;1 rr=---. 8809 37TH ST. 800 71 8807 STA. 36+18.86 8 x6 TEE AND CONNECT TO EXISTING 6" AC PIPE PER DETAIL® LAKE AVENUE 6 9 12 19 6 STA. 38+99.91 INSTAU. 8"x6" TEE AND CONNECT TO EXISTING 6" AC PIPE PER STA. 39+25.31 ALLEY DETAIL® I I 8.5' r 38+00 o) , I 8 0 0 • 0 LO + 1-::'\~==~"f:i;_]~ 0) 1- p • w ~w en ffi WW ~w l~-t+==_=~~_-:::_-:::=:!...J en ..+----..-i::c 001°'11S I RuCTION NO I ES @ INSTAU. 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTAILL PER CNB STANDARD DRAWING STD-106-L. @ INSTAU. 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. 0 INSTAU. s· FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTAU. WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L. REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL INSTAU. THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND Fill. WITH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL @· 8" PVC SPOOL (LENGTH AS REQUIRED) 6" PVC SPOOL {LENGTH AS REQUIRED) 8" DI FILG TEE £ 7.3'-7.L (_ :rR LT 1-U GO UNDER 38 8"xe· DI MJxFLG TEE I ~-<C ,.,.,,.~~~~~~~~~~~~~~~~~~~~-------- 8806 D 8801 <r "" I 5.2.,...'±.uwCO~VER-~ _& -;@-----R8""-fl0t-l Gj!IQll""--fE'I-LB~O~Wll---- 1 I GO OVER 36TH ST. KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 &: 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. 38 13 STA. 38+99.91 I ,,-, @ 8" DI 45' ELBOW @ 8" 01 22.5" ELBOW @) 8" 01 11.25" ELBOW @) 6" DI 45" ELBOW @ @ @ @ @) ® @ B"xe• t>I FLCxMJ ftEt>UCEft 8" DI FILGxMJ ADAPTER 6" DI FILGxMJ ADAPTER 8" TRANSITION COUPLING 6" TRANSITION COUPLING ABANDON IN PLACE EXISTING WATER MAIN. CONSTRUCT NEW CONCRETE CROSS GUTTER PER CNB BEACH STANDARD DRAWING STD-185-L @ 8" 01 F1:.6 !10' ELBOW @ 6" DI FILG 90' ELBOW @ 8"x6" DI FILG REDUCER STA. 35+08.78 13 35 EXIST. 6" AC PIPE NO I ES TO CONTRACTOR EXIST. 8" AC PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. EDGE OF GUTTER FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE -.----11-1 +-111 --;16 -ff io -1--{2,8 TA. 38+18.86 EXIST. 6" AC PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE FOR CONTINUATION OF 8 PVC PIPE SEE ABO EXIST. EDGE OF GUTTER 75>--- 81---1 GO UNDER \i'. ~-, C,\ 67}---U-+-1I-~~ EXIST. 6" AC PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. EDGE OF GUTTER 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 SHAILL BE MAINTAINED AT CROSSINGS. 3. WATER LINES TO BE INSTALl.ED WITH A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. AU. WATER MAIN FITTINGS SHAU. BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHAU. CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). AU. WATER MAIN FITTINGS SHAILL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. AU. TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHAILL BE REPLACED IN KIND. 7. THE CONTRACTOR SHAU. NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR AILL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHAILL REFER TO • ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHAU. REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST 0 C 0 -!!!.. 0 0 "C) E 0 N "' O> O> '-.... 0 '--. o> 3: "C) "' <>: I <D o._ ,!. :r: ~ u, o> C 3: 0 L 0 "C) L CONNECTION AT STA. 35+00.00 ' 1 ~ CONNECTION AT STA. 35+08.78 CONNECTION AT STA. 38+18.86 '3 ~ CONNEC I iON AT STA. 38+99.91 AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 0 0 " a:: SCALE: 1/2" = 1•-0• SCALE: 1 /2" = 1 '-o• ACP 1°'110 I ES 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 WITH LOCAL. STATE AND FEDERAL REGULATIONS. INSTAU. NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FILUOROPOLYMER {TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 {DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. AU. MATERIAL SHAU. BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALl.ATION. SCALE: 1/2" = 1•-0• SCALE: 1 /2" = 1 '-o• 11. AU. AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. I N ;?, Cf) ~ Cf) ;:!: -------------------------,...------..... ---------------------------.----,---------------------------------------1/ .& p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-88B3 07 /24/19 RECORD DRAWINGS REVIEWED: If) w ~ ; 0 0 PAlRICK ARaNIEGA, RCE 70740 8 l----+-----+---------------------------+-------f-=:::S:'::EN::::IO=R~C~IVl'fL'=E~N::7Gl:-:NE=E=R--t--------------------.--------;8 DESIGNED: DRAWN: ;;:. ~H ~ ~ t------------1~ APPROVED CHECKED: DA TE: SHEET OF / ...._ ______________________________________________ ___...._ _______ ..._ _____________ ___. _ ___...._ ___ ..._ __________________________ .._ __ ...._ ___ _..N"'G...__,;,;12"""'01"""""16 ... ___________________ .._ ______ _.::;, NO. DATE DESCRIPTION OF REVISIONS 9 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - LAKE AVENUE - 8" WATER MAIN PLAN AND DETAILS STA. 39+50.00 TO STA. 44+50.00 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1 " = 20' 8" DOMESTIC WATER MAIN 21-------------------~ o' 1----;:::==--=-==--====--=-8fJl~-====-=-=-.:==rl :: I~: --- ---~ --- -__ ,' ~ ~ h===--=--==-===--=a-=oo :..::===-.=-=-=i-1 ~:....=....::=-===-...:::;;; __ ,o 0 I ~••-0 j . ' ~o· 8810 l t-". -~ d I d t0 ~ ~ .. -=-=--=-=:!::::C-.:;:::_:-:;;==::::::::'.@ I~, ·~ ~8~-------====---_--,,,--.:-0 __ u_N_D_E_....,R_....J""-~ 11 ,✓-. I GO UND~~ _ _ _ 7 ~ __ _,? ~ i ~ -_ _ .;__ -t=-:--==v ~,~ '_:-=..:.~~+--2"'" :': "I~--.. _=-=I, i O I I J 'b . ~ ': b~,--;;=0=·-c=~-;;_.,-.,~-=·-··=·-:;~jij';,,~-:1..e-1--F_::::;:_,f_::::--~-=r ~-""°~--~,..~-o~·v-~~~~~~;~,~in~;~~~2-~cI:·-:•·: =_ =::;~-=::::~-=::::~-=::~-J~__:::::~_==-~-"!·c=~"'=\~\~~4~1!+~:0~===~;~2:··~;1 l' =~""'-~~4,tf-~i;;+Je::::::::::::::s·_c-;:·,~·: ii=ii~i=ic ___ 4_;+,..oo_:_1 h_"' _______ h_s_~tt'"'ttli·~•,:-::'rt"J.1- 1 _ 9 )_1'-----/ ____ s·_c_·,_·: 43_+..,o_o_'---... __ A ____ -r·_·;._i ~_.:.l'_-_ 1 , 1 _ 1 r-:::v :-+::;r-j""--1r_:c_. -t~:~~~;~~:~~~~~~~~~~~~~~~~~~~=~:=l"': ;:= W ~ ,_ ___ -~~+--+-:!:~ ______ -,~,-/;.-TH· Pi----~-\ _ ____ _ ____ _ ____ _ ~ I , ""@ S36i9'59"E \. _. 1 ~ ~ t::1 lr I ---..... --,_ 'i-i 44+00 8"21 \'/ ,_ t I l.75) vi (/) T -----------------++-+---\\ -------------t----++,,+-....., -----: vi ~ 31=:::::::=::::::::::¥t~====--==::==,~=nt~\\\==::::::::;sTL :::::::::::::::::=:::::::::==s;:a :::::::::::=====. ·===--~L I ~I~•~=~~,~§="'"'§=··.§=====~===========§•":§''• ==============~~:t='~-~; \~~\~::::::::::si=L =====::§:'·:::::· ::::::::,, ==::::::::::::::::::::::::::::::::::::~ /J =========_=,=,==l,=l _3 ~ i-, ' ~ ' I II -- r-: ' SL ~ SL -~ . . . . . , '2L ::I: 1------, -:::::,.::_--(:;~-~A.,. ---,-... , - -. ..--~ .. -- - - - -~:...:::...:::..:====I==-=1-,::J: ~ \i ~ --~ -- I 2" GAS/ I l - -~ I GO UNDER I I ,v: cc cc ...e:. \ ~ 28 I t 222 I~ : I l,.__ __ \ ___ zu._234_1/2 _____ -~--1 ...e:. ,---·\·\ -----1 I 11 s 1---------I 11 1----\ STA. 42+55.98 ------ ~ I , ;s • I 222 ,,, • C -- FOR CONSTRUCTION OF .../ 222 (,') - - - -' ' I PIPELINE SEE SHEET 11 ALLEY STA. 40+24.48 (LAKE AVE) = INSTALL 8"x6" CROSS AND STA. 52+92.31 (ALLEy) 35TH ST. ALLEY CONNECT TO EXISTING 6" D INSTALL 8"x6" CROSS AND AC PIPES PER DETAIL® CONNECT TO EXISTING 6" AC PIPE (EAST) PER DETAIL@ KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. EXIST. 8" Cl ' PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 67 171---- I I LAKE AVENUE & 16 EXIST. 8" Cl PIPE ~ FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE STA. 40+24.48 13 37 FOR CONSTRUCTION OF PIPELINE SEE SHEET 11 EXIST. 8" Cl PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE ~ ,T, <' ;a;; c,.1 ,ff io 34TH 16 ST. EXIST. EDGE OF GUTTER EXIST. 8" Cl PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE STA. 42+55.98 7 i--128 CONNECTION AT STA. 40+24.48 SCALE: 1/2" = 1'-0" CONNECTION AT STA. 42+55.98 r 2"' SCALE: 1/2" = 1'-0" 001'1S I HuCTION NOTES ® INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. (D INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L @ @ @ @) @ @ @ ® @ @) @ @ @ INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WI-IERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL@. 6" PVC SPOOL (LENGTH AS REQUIRED) 8"x6" DI FLG TEE 8" DI FLGxMJ ADAPTER 6" TRANSITION COUPLING INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER THE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. ABANDON IN PLACE EXISTING WATER MAIN . CONSTRUCT NEW CONCRETE CROSS GUTTER PER CNB BEACH STANDARD DRAWING STD-185-L NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARlMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WI-IEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM LIST AND EXCAVATION" PER THERE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING 0 C 0 -!!?.. 0 (J .,, E 0 (0 "' a, o> ,. .,, rci <( I r---a. ~ :r: ;:)- en o> _,; ,. 0 L 0 .,, L 0 (J <ll Cl:'. I N .3-(/) "' (/) ACP...,.OIES -----------------------....------..... --------------------------...---...... ------------------------------------~ 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ <( ~ / 0 0 (0 0 (0 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: l----1--------1------------------------------l------l-===-'"'-"'-~~:-:=""'"'"--t--------------------,--------t □ ~ w z NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: SHEET OF 1---------t~ NG 12 01 16 .._ ______________________________________________ __,.._ _______ ......_ _____________ __, _ __,.._ ___ ....._ __________________________ ..._ __ ......_ ___ """"' ...... -"""' ..... .;.;.&,-------------------....... -------:::e 10 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - LAKE AVENUE - 8" WATER MAIN PLAN AND DETAILS STA. 44+50.00 TO STA. 48+34± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1 " = 20' D ' I ~ 9 ' I i J "c A ,.,.., L -I -~ IB' 1.:::,, c:, ~ 2. • / -('J 1_1 1 .• • I r-4, KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 &: 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 16 67 . . ..... . r.· •---~-; .. • •. ·-:• ' ~ ., - :.,. ' . j,... 0 ~ ~ r.: - 'b N ~: I ·-- EXIST. 6" AC PIPE ~-•· ... : 'lo; ·, . .;. ·,,; .... "7--/-..J:t,~------<::· • t -·~ 16 u C'.I EXIST. 8" Cl PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE __ ....,_ ___ .... 1-----"---- ,_1 7 STA. 44+B1 .BO 13 37 FOR CONSTRUCTION OF PIPELINE SEE SHEET 12 CONNEC I ION AT STA. 44+81.80 SCALE: 1 /2" = 1 '-o• ACP l\ilOIES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CllY INSPECTOR PRIOR TO INSTALLATION. I I ., X ' \ h b"U ._,,,, \ ~ 7+00/ '/cl I I I I I& \ ' ---~ ..__ / LAKE AVENUE EXIST. EDGE OF GUTTER EXIST. B" Cl PIPE FOR CONTINUATION OF B" PVC PIPE SEE ABOVE 16 ___ 1 I -ti ix, ~ -ti j,... 6 EXIST. 6" AC PIPE S A. 47+12.B2 ~--1~1+-!11e --1167 EXIST. 6" AC PIPE EXIST. B" Cl PIPE FOR CONTINUATION OF B" PVC PIPE SEE ABOVE CONNECTION AT STA. 47+12.82 SCALE: 1/2" = 1'-0" i I / ", 32' END CONSTRUCTION STA. 48+34± (LAKE AVE) STA. 63+53(32ND ST.) CONNECT TO E.ROPOSED B" PIPE PER DETAILr4'\ \~r.,/ r-- 9 -+---I • /"" JI I \. ® 0 ® @ @ @) @) @ @ 3 001'1S I RuCTION NO I ES INSTALL B" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L. INSTALL s· FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L. INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L. REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL@. 6" PVC SPOOL (LENGTH AS REQUIRED) 8"x6" DI FLG TEE 40' I 40' ( i &@ 6" DI 45' ELBOW BO' \ / r I 32NDST. 6 @) @ 8" DI FLGxMJ ADAPTER 6" TRANSITION COUPLING INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER 11-IE CROSSING UTIUlY PIPELINE TO MEET DDW CRITERIA. @ CONSTRUCT NEW CONCRETE CROSS GUTTER PER CNB BEACH STANDARD DRAWING STD-185-L. NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN B MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF 11-IE CllY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CllY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CllY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CllY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING 0 C 0 -!!?,, 0 (J .,, E 0 (0 "' a, o> ,. .,, rci <( I 00 a. ~ :r: ;:)- en o> _,; ,. 0 L 0 .,, L 0 (J <ll Cl:'. I N .3-(/) "' (/) ------------------------,-------..... ---------------------------.---..... ------------------------------------~ p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8B83 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ <( ~ / 0 0 (0 0 (0 l-----l-------l------------------------------l-------l-=='="'-"'-~~:-:=""----t---------------------.--------1 □ ~ w z SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: t-----------t~ SHEET OF ...._ ______________________________________________ __,.__ _______ ..._ _____________ __, _ __,.__ ___ ..._ __________________________ .._ __ ...._ ___ """"'...__ ...... ...,_.;.;,o, ___________________ ...... ______ .....,:::;;; NG 12 01 16 11 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - ALLEY S/O 36TH ST - 8" WATER MAIN PLAN AND DETAILS STA. 50+00.00 TO STA. 53+09± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1" = 20' I I BEGIN CONSTRUCTION STA. 5o+OO.OO 208 @ I ~--~ 6" DOMESTIC WATER MAIN ~-----------------~3 I END CONSTRUCTION STA. 53+09± (ALLEY) - STA. 40+24.48 (LAKE AVE) CONNECT TO EXISTING 6" ACP PER DETAIL® CONS I RUCTION "'O I ES @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING SlD-106-L 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING SlD-508-L AND SlD-511-L. @ @ INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING SlD-502-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG J 1 '/"i'. L ® @ @) WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. D I ' 45' ' n I I 90' , I BALBOA BLVD KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 &: 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. EXIST. 12" AC PIPE 641--~11-11-+--iHII EXIST. 6" AC PIPE 13 67 STA. 50+00.00 -----<25 -H in ,.; 54.1--~11-11-+-+111 ----'- EXIST. 12" AC PIPE in EXIST. EDGE OF GUTTER CONNECTION AT STA. 50+00.00 SCAILE: 1/2" = 1'-0" ACP r-..io I ES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. C b~ "" 201' @ @ @ @ @ I 20/1 211 218 216 I . @ @ 211' 2111 ' -- @ 221 ALLEY S/0 36TH STREET FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE / EXIST. 2" GAS ' I EXIST. 2" G~~. ---,,,---- FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE 28 J I'--\.- I I/ 1104._7'3• I I~.·•· ~1~--SlR LT / _______ ,-_, 4 ,0 UNDER 20, 20,l - I ~ 'o-+-+---------1·---+-<,.__.~• 1 ~-,: I 40' I ; . \i;''-:,~tt-1------'-71-..ct-.... tt-:::!.~,~~~~~~~~~, --.. FOR CONSTRUCTION OF & LAKE AVE. PIPELINE SEE SHEET 9 STA. 53+09± 67 EXIST. 6" AC PIPE CONNECTION AT STA. 53+08± r 2" SCALE: 1/2" -1'-0" ® @ REMOVE AND DISPOSE OF EXISTING PIPE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REPLACE PAVEMENT WITHIN ALLEY PER CNB STANDARD DRAWING SlD-140-L CONSlRUCT NEW RESIDENTIAL DRIVEWAY APPROACH Ill PER CNB STD DWG STD-164-L @ 12" PVC SPOOL (LENGTH AS REQUIRED) 8 6" PVC SPOOL (LENGTH AS REQUIRED) 12"x6" DI MJxFLG TEE 6" DI 45" ELBOW 6" DI 22,5• ELBOW 8"x6" DI FLGxMJ REDUCER 12" TRANSITION COUPLING 6" TRANSITION COUPLING FOR WORK WITHIN STREET MORATORIUM, STREET SHALL BE REPAVED PER CNB STANDARD DRAWING STD-105-L-F. 8"x6" DI FLG REDUCER 12"x8" DI MJxFLG CROSS "'O I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUlDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSlRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING 0 C 0 -!!?.. 0 (J .,, E 0 (0 "' a, o> ,. .,, rci <( I a, a_ ~ :r: ;:)- en o> .,; ,. 0 L 0 .,, L 0 (J <ll Cl:'. I N .3-(/) "' (/) -------------------------,,-------...... ---------------------------.---..... ------------------------------------~ p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ <( ~ / 0 0 (0 0 (0 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: l---+------1-----------------------------J-----J-==':='-'-"'-~~:-,="-'----f-----------------------,---------tO ~ w z NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: SHEET OF t----------t~ NG 12 01 16 .._ ______________________________________________ __,.__ _______ ..._ _____________ __, _ __,.__ ___ ....._ __________________________ .._ __ ...._ ___ """"'.....__ ........... .;.;,o, ___________________ ...... ______ __,:::;;; 12 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - ALLEY S/O 34TH ST - 8" WATER MAIN PLAN AND DETAILS STA. 55+00.00 TO STA. 58+10± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. BEGIN CONSTRUCTION STA. 55+00 ELEC CONNECT TO EXISTING 12" AC PIPE GO UNDER 6" DOMESTIC WATER MAIN ~------------------~3117) - - ELEC ELEC GO UNDER GO UNDER END CONSTRUCTION STA. 57+91.73± (ALLEY) • STA. 44+81.80 fLAKE AVE) CONNECT TO EXISTING 6" AC PIPE PER DETAILffi CONS I RUCTION NO I ES @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L 0 10 20 30 - -- -SCALE: 1" = 20' 40 PER DETAILEB \ 18 (; IQ@ ¢1 204 @ 208 @ 210 l f) I @ I @ 21:,. 214 218 I @ 21\ FOR CONSTRUCTION OF~ 1 @ PIPELINE SEE SHEET 10 11 'Q]7 0 ® @ INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L D --+--+-----< -+--+---+ " - / 37' ,, 45' 45' I 90' . • BALBOA BLVD KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTI,ERWISE. EXIST. 12" AC PIPE ----ll ,+-ll---!Hlli---164 67 STA. 54+96.00 EXIST. 6" AC PIPE /,,EXIST. 2" GAS ~ L I._; GO UNDER ~---ll ~o-+-tHlf---<64 EXIST. 12" AC PIPE ~ U) □ -"A5u -u, C. .,,._ ___ ,..... = __ '\. ~-----' '°,i-.-----;,➔·.:·:~--~,--'°-t-t-~---".-'~ &V I... ' °"' _ ~~~~:;:;;;;;.,;. ;::;:;:;;~;·"T~,~=;;~';;;;:-:J.:;;;!;;;;:::;;;;;;;:::;*;:;;;;:;;;:~s2~~~~";;f±F"tj;Jg;;;;;;a;,,,~_ -b!J,,i~~~+oo~[J,a= / -1-----11 _J , I,_ l l, ,~ " a -;=:;""'c; i -~ ______ .,_',-G, _,~--+-•-_,_,_s __ &_+_oo ___ ,.,.1,--·'°-_+--'...,,,_ ... ,·.·_G, ..J-----~, .•. .,.\..._\ ____ -_· _,, -"---•-_:1+00 ,_ 7 -~ / ,r 1/ "\ I -;-;_.;:. ---, - .,. CAUTION I \ ~'tiNDER .---""", ~1--.orr·1 /@ I • 20:6 9lo' \ " 206 I @ I • EXIST. EDGE OF GUTTER 13 32 21 207 @ 218 I 216 I 217 I 219 I 221 I I @ ! @ ! @ ! @) I I ~ 40•, t----• 209 @ 211 @ LAKE AVE. ALLEY S/0 34TH STREET FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE RECORD DRAWING FOR CONSTRUCTION OF PIPELINE SEE SHEET 10 @ @ @ @ ® @ @ @ ® @ REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL. INSTALL TI,RUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-502-L RECONNECT EXISTING 2" METER SERVICE PER CNB STANDARD DRAWING STD-503-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITI, CONCRETE, AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE . REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITI, CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL@. REPLACE CONCRETE PAVEMENT WITI,IN ALLEY PER CNB STD DWG STD-140-L. CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH Ill PER CNB STD DWG STD-164-L @ 12" PVC SPOOL (LENGTI, AS REQUIRED) @ 6" PVC SPOOL (LENGTI, AS REQUIRED) @ 12"x6" DI FLG TEE &@ 6" DI 22.s· ELBOW 61 12" DI FLGxMJ ADAPTER 12" TRANSITION COUPLING 6" TRANSITION COUPLING . . . . . . . . . . . . . INSTALL 6" FLG RESILIENT WEDGE GATE VALVE (CL 150) PER CNB , STANDARD DRAWING STD-508-L AND STD-510-L-C. ' @ FOR WORK WITI,IN STREET MORATORIUM, STREET SHALL BE REPAVED PER CNB STANDARD DRAWING STD-105-L-F. ~ NOTES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTI,, 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 WITI, A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE TI,E PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITI, RETAINER GLANDS UNLESS SPECIFIED OTI,ERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETI,YLENE ENCASEMENT PER SECTION 207-9.2.6 OF TI,E CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. TI,E CONTRACTOR SHALL NOTIFY TI,E CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. TI,E CONTRACTOR SHALL NOTIFY TI,E CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. TI,E CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT TI,E TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO TI,E MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM LIST AND EXCAVATION" PER TI,E CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. 0 C 0 i 0 CJ .,, E 0 "' "' 0) o> 3' .,, ,,-; < I 0 ~ n. e!. :r: ~ ., o> C "j; [' CONNECTION AT STA. 55+00.00 0 .,, ~ 0 u SCALE: 1 /2" = 1'-o• ACPNOIEd 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 WITI, LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITI, TYPE 316 STAINLESS STEEL HARDWARE WITI, FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY TI,E CITY INSPECTOR PRIOR TO INSTALLATION. " tl:'. I N ;?- (/) "' (/) < --------------------------------------------------------...---...... ------------------------------------/ p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana. CA (714) 751-7373 Fax (714) 545-8883 &. 07 /24/19 RECORD DRAWINGS REVIEWED: (/) w ~ ; 0 0 1---+----+----------------------------+------l PATRICK ARCINIEGA, RCE 70740 ~ SENIOR CIVIL ENGINEER '° 1----1------1-----------------------------l------l-:-:oE=-=s~IG==:NE=D::.:: -"'-'i=::'DRc"A"'WN::.a:=:.a-+-------------------"'T""-------t ~ NGH ~ -------~ APPROVED CHECKED: DA TE: SHEET OF ;)-NO. DATE DESCRIPTION OF REVISIONS NG 12 01 16 ,.._ ______________________________________________ __,,..._ _______ ~---------------'---',..._ ___ ...._ __________________________ .._ __ ...._ _______ ....__......_....._ ....... ___________________ __._ ______ __,:::;; 13 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - 32ND STREET - 8" WATER MAIN PLAN AND DETAILS STA. 60+00.00 TO STA. 64+60.00 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1" = 20' BEGIN CONSTRUCTION STA. 60+00.00 INSTALL 6" TEE AND CONNECT TO EXISTING 6" AC PIPE PER DETAILffi & 8 107' L' 5'-----,--- Q ' ,,', D ~ Ill -i--- • Ill ~ 108 SEASHORE DR. 109 ', \ \ - C· ,-. N53'4228 E \ 110 10" SWR 9':I: COVER GO OVER ' 49 STA. 61+04. ol c D c; I I I I W OCEANFRONT KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. RECORD DRAWING EXIST. EDGE OF GUTTER EXIST. 6" AC PIPE 1---i~'-11-,1'1 ----- 57·1---1t-, +-1,1 ----~ EXIST. 6" AC PIPE \ ULTJ IJNJT 8 ADDRESSES. >---'-+--_, \ \ ~1-='===-'='",;----r-,=:T"1'7',, ...... -;,'-,t ~---p•'7[~•~t-±= ...... =i-~~"----;:~ N53'42'28"E 62+00 'b . . 8" DOMESTIC WATER MAIN ~------------------<2 2.8' 00 N53'42'31"E 49 STA. 64+34.87 N08"42'28"E 64+00 '-"--------~--,----+----+-- STA. 63+53.21 1 in 10 i: 7 , I INSTALL 8"x12" CROSS AN CONNECT TO EXISTING 12" AC PIPES \PER 1 DETAIL® --:::::~====:;;:;;:;::~==:::::::J 32ND STREET FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE FOR CONTINUATION OF 8" PVC PIPE .:H SEE AB-;:.O~VE:=.,__~1--+-f'D -,--f--t-1@,,..__.,.__ "----+-+! ... , .. ;. ·.· ... ,. '-"-'~~-"'(•··· BALBOA BLVD EXIST. 12" AC PIPE FOR CONTINUATION OF 8" PVC PIPE rn--......t.~ .... sEE ABOVE STA. 63+53.21 13 42 EXIST. 12" AC PIPE CONNECTION AT STA. 60+00.00 CONNECTION AT STA. 63+53.21 SCALE: 1/2" -1'-0" SCALE: 1/2" = 1'-0" CO"'S I RuCTION NO I ES ® INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L. @ INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. @ INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. @ REMOVE ABANDONED PIPE AND BACKFILL PER CNB BEACH STANDARD DRAWING STD-106-L REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL @· @ 12" PVC SPOOL (LENGTH AS REQUIRED) @ 6" PVC SPOOL (LENGTH AS REQUIRED) C ~!= ~]:=ttM~i; ;E= = J & @ 12"x8" DI FLG CROSS @ 8" DI 45' ELBOW 58 8"x6" DI MJxFLG REDUCER @ 8"x8" Bl Fl.:6xMJ REBUCER @ 12" TRANSITION COUPLING @ 6" TRANSITION COUPLING @ ABANDON IN PLACE EXISTING WATER MAIN. = @ INSTALL 6" FLG RESILIENT WEDGE GATE VALVE (Cl 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. FOR WORK WITHIN STREET MORATORIUM, STREET SHALL BE REPAVED PER CNB STANDARD DRAWING STD-105-L-F. "'O I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1 . 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTEs". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. E 0 LO .,., Ol "' " .,, .,; < I --a. ~ :r: ;:)- en "' _,; " 0 L 0 .,, L 0 " "' Cl:'. I N .3-(/) "' (/) ACP r-..io I ES -------------------------,,-------..----------------------------.----,-------------------------------------~ 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 {DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ < ~ / 0 0 <D 0 <D l-----1------1-----------------------------l-------l-=='='-'-"'-~~:-:="-'----t----------------------.---------t □ ~ w z SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: t----------t~ SHEET OF .__ ______________________________________________ __,,.._ _______ ...._ _____________ __, _ __,,.._ ___ ..._ __________________________ .._ __ _._ ___ "'"""'...__.....,...._"""' ___________________ ....,_ ______ .....,:::;;; NG 12 01 16 14 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 3 - 32ND STREET - 8" WATER MAIN PLAN AND DETAILS STA. 64+60.00 TO STA. 69+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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. D 209 T 7 2,··ss 65+00 ' 8" DOMESTIC WATER MAIN 2 )--------------------, T 7 T 7 ' T 7 -~----~ _,,_ I .. .. " . ' ' '. -'. KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OlliERWISE. .\ STA: :S+55:!;t' , . A .. A •• INSTALL 8-x4-TEE AND CONNECT TO EXISTING 4" AC PIPE PER DETAILED = A'' A. .,/ :JJ './1 • f-¾---1,, -,ri I \ 12" DOMESTIC WATER MAIN 1J-----------------------, '<i-. I] p ~,:::::,,, .. ~ -§ _ J;amp~s~ • \ STA. 48+34.44 "(LAKE Avd INSTALL 8" TEE AND CONNECT TO PROPOSED 8" PIPE PER DETAIL ® ' ' I I 1:~ ~- •1 -~ ' T ' ji ' 811 I -' □ □ ' --\ I, / -:;;,L - . ~, ' 7 ' END CONSTRUCTION STA. 69+39± (32ND AVE) = STA. 31+44± (MARCUS AVE) CONNECT TO PROPOSED 12 VALVE PER DETAIL EB 818 __J / I I I \8. SWR 6.4'± COVER GO OVER T 7 1 T 7 1 FOR CONSTRUCTION OF PIPELINE SEE SHEET 8 N09'21 '35"E CONS I RuCTION NO I ES CD INSTALL 12· C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 8" C-900 {DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L ® INSTALL 12" FLG><MJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. @ INSTALL 8" FLG>CMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. ® INSTALL 4" FLG>CMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL lliRUST BLOCK PER CNB STANDARD DRAWING STD-510-L REMOVE INTERFERING PORTIONS OF EXISllNG PIPE, CUT AND PWG WHERE INDICATED Willi CONCRETE, AND ABANDON IN PLACE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL Willi CONCRETE. RESURFACE IN KIND. @ 12" PVC SPOOL (LENGlli AS REQUIRED) @ 10" PVC SPOOL (LENGlli AS REQUIRED) @ 8" PVC SPOOL {LENGlli AS REQUIRED) @ 4" PVC SPOOL {LENGlli AS REQUIRED) @ 12" DI FLG TEE 8"x4" DI MJxFLG TEE 12" DI 45' ELBOW 8" DI 22.5" ELBOW 32ND STREET 1. CONTRACTOR SHALL VERIFY DEPlli, LOCATION, AND DIMENSIONS OF EXISllNG FACILITIES AND CONNECTION POINTS PRIOR TO NOTES TO mNTRACTOR @ @ 12"x10" DI FLG,cMJ REDUCER 12"x8" DI MJxFLG REDUCER 12"x6" DI FLG>CMJ REDUCER 12" DI FLGxMJ ADAPTER CONSTRUCTION OF MAINS. RECORD DRAWING 2. A MINIMUM CLEARANCE OF 12" BETWEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. ® @) FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 0 10 20 30 40 - -- -SCALE: 1'' = 20' EXIST. 4" Cl PIPE •-----<16 STA. 65+55.97 r...r... EXIST. 4" AC PIPE i--129 ,fl ;., FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. 2" GAS CONNECTION AT STA. 65+56 SCALE: 1/2" = 1'-o• ACP...,.OIES FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 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 Willi LOCAL. STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS Willi TYPE 316 STAINLESS STEEL HARDWARE Willi FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 {DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY lliE CITY INSPECTOR PRIOR TO INSTALLATION. FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. 8" Cl PIPE STA. 66+83.73 32ND S = STA. 48+34± LAKE AVE 27 ------~-"(; EXIST. ~-GAS 7 ,fl ;., 3. WATER LINES TO BE INSTALLED Willi A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE lliE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS Willi RETAINER GLANDS UNLESS SPECIFIED OlliERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYElliYLENE ENCASEMENT PER SECTION 207-9.2.6 OF lliE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS. ETC. SHALL BE REPLACED IN KIND. 7. lliE CONTRACTOR SHALL NOTIFY lliE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. lliE CONTRACTOR SHALL NOTIFY lliE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. lliE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT lliE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO lliE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER lliE CITY OF NEWPORT BEACH WEBSITE. r----..11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. STA. 66+92.53 STA. 48+34.44 -+I 55 ;., XIST. 8" Cl PIPE FOR CONTINUATION FOR CONTINUATION OF 12" PVC PIPE OF 12" PVC PIPE SEE ABOVE SEE ABOVE . 4" Cl PIPE EXIST. 4" Cl PIPE FOR CONTINUATI OF 12" PVC Pl SEE ABOVE EXIST. 2" GAS EXIST. 4" Cl PIPE FOR CONTINUATION OF 12" PVC PIPE SEE ABOVE @ @ @ @ @) @ [&@ 80 5 t----< 8" DI FLGxMJ ADAPTER 10" TRANSITION COUPLING 8" TRANSITION COUPLING 4" TRANSITION COUPLING INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER lliE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. INSTALL 12" FLG RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. 4" DI 22.5' ELBOW J FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE & SHEET 8 6'± STA. 69+35.22 13 47 EXIST. 10" Cl PIPE 0 C 0 i 0 " 'O E 0 r,.. "' 0, "' ~ 'O "' < I N ~ a. ~ :r: ;:)- en "' ,,; ~ 0 L 0 'O L 0 CONNEC I ION AT STA. 66+84 CONNECTION AT STA. 67+96 CONNECTION AT STA. 69+39 r 6 " " <ll Cl:'. I N SCALE: 1 /2" = 1' -o• SCALE: 1/2" = 1'-o• SCALE: 1/2" = 1'-o• .3-(/) "' (/) -------------------------,,-------..... ---------------------------.---..... ------------------------------------~ p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ < ~ / 0 0 <D 0 <D l-----+-----1-----------------------------l-------l-=='="'-"'-~~:-:="""'"-t--------------------,--------t □ ~ w z SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: t-----------t~ SHEET OF ...._ ______________________________________________ ___,.__ _______ ..._ _____________ ___, _ ___,.__ ___ ....._ __________________________ .._ __ ...._ ___ ..;.;.;;....,__.....,....,......, ___________________ ...... ______ .....,:::;;; NG 12 01 16 15 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 4 - 30TH ST - 8" WATER MAIN PLAN AND DETAILS STA. 70+00.00 TO STA. 74+49± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 0 10 20 30 40 - -- -SCALE: 1" = 20' BEGIN CONSTRUCTION STA. 70+00.00 CONNECT TO EXISTING 12" AC PIPE I I 2 8" DOMESTIC WATER MAIN I S76'05' 46"E ELEC GO UNDER END CONSTRUCTION STA. 74+49± CONNECT TO EXISTING 8 Cl PIPE ' ii,' ,:, PER DETAIL$ I I I I 201 #1 208 #1 206 #1 207 STA. 74+30.89 7 JS INSTALL 8"x6" MJxFLG 8001 I II \. 201 #2 I aoa #2 I 206 #2 ' -=1 _ -=1 _ --------._________. Wl ip-,"'v'•"-.t 50 STA. 74+26.33 \, i !1 / \ , I I L 2"c ------2"~ ------__ ,___ ::f': lQ L _J L n -----+, -+,-"-1, -____ ,,~ ------~cP'""r ------~+4'e--------~ ·~--------+,,,"_:::~ --+---+-- ' ·~ . 71+00 ,--- 11: I I 1 23' 200 202 I 204 I 208 I ,: I I I BALBOA BLVD D 13 74 STA. 70+00. KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. EXIST. 12" AC PIPE 64-1---IIHt-+-tHII ------,- 2511---i 25>---i 64,1---IIHt-+-tHII ---~ EXIST. 12" AC PIPE FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE I EXIST. 6" Cl PIPE CONNECTION AT STA. 70+00.00 SCALE: 1 /2" = 1 '-o• ACP 1-,,iQIES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. .-----------. II x......---------1 208 FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 210 13 50 STA. 74+ 78.09 X I 212 I I 72+00 ' ")\' ) k , I 214 I I -X 218 N53'3 '46"E I 206~'2 2201ft 30TH STREET EXIST. 8" PVC PIPE EXIST. 8" PVC PIPE 73+00 . in CATV GO UNDER 50 STA. 74+45.32 NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARlMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANT$. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING CONNECTION DETAIL AT STA. 74+83.09 '2 ~ SCALE: 1/2" = 1'-0" & 07 /24/19 RECORD DRAWINGS p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DAlE DESCRIPTION OF REVISIONS APPROVED 11 11 _..,,, - I E . I I I I ' ' ' ' ' ' ' C NEWPORT BLVD (SOUTH BOUND) NEWPORT BLVD (NORTH BOUND) ® © 0 @ CONS I RUCTION NO I ES INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING SlD-106-L INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L. @ ® RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-502-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. @ REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. 5 & @ @ @ @ @) @ @ @ @) 74 @ REVIEWED: 12" PVC SPOOL (LENGTH AS REQUIRED) 8" P't'C SPOOL (LENGTH AS REQUIRED) 8" DI MJxFLC IEE 8"x6" DI MJxFLG TEE 8" DI 45' ELBOW 8" DI 22.5" ELBOW 12" TRANSITION COUPLING 8" TRANSITION COUPLING 6" TRANSITION COUPLING 8" DI SLEEVE 12"x8" DI MJxFLG TEE FOR WORK WITHIN STREET MORATORIUM, STREET SHALL BE REPAVED PER CNB STANDARD DRAWING STD-105-L-F. PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD CHECKED: DA lE: NG 12 01 16 SHEET OF 0 C 0 ..., !l/.. 0 CJ 'CJ E 0 "' "' "' "' '-.... 0 '-. -- c,, ~ 'CJ si' --= I "' -a. I f-:r: en / en c,, _,; ~ 0 L 0 'CJ L 0 CJ <ll Cl:'. I N 0 / en "' en --= f-/ en w Cl:'. f- --= ~ / 0 0 <D 0 <D 0 ~ w z N / :::e 16 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 5 - ALLEY S/O 32ND ST - 8" WATER MAIN PLAN AND DETAILS STA. 80+00.00 TO STA. 85+10± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. I 14' BEGIN CONS I RIJCTION STA. 80+00.00 CONNECT TO EXISTING 6" PVC PIPE PER DETAIL EB 0 10 20 30 40 - -- -SCALE: 1" = 20' 8" DOMESTIC WATER MAIN ,2 x17) (NEED DDWAPP V. _\ --------. ~ STA. 81+14± soo,1'2o·w ~ I INSTALL 5-lEE AND CONNECT 8" DOMESTIC WATER MAIN 2 END CONSTRUCTION STA. 85+10.73 (ALLEY) - STA. 92+48.00 (VILLA WAY'l CONNECT TO EXISTING 8" AC PIPE PER DETAIL ED '\ , :J; 1/J-----.., TO EXIS(D 6" AC PIPE PER STA. 82+87.98 l1 , / DETAIL 2 / ~ J, : ~ -: LJ ,,. : f ' "'"f I : ,,. ® ® : ® V L ( I ' •.,., -I .. " , I~ ,+, ---~, x, 2:·A.,. '!J-- r.:;· ::1 \\;' _ _._ _ _.__ A --1' ~:J "-" n• -I I 114,6' -I- ~ I / -I I i ALLEY VII I AWAY ALLEY S/0 32ND STREET FOR CONSlRUCTION OF PIPELINE SEE SHEET 17 KEY D EXISTING CONCRElE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOlES 23 &: 24 ON SHEET 2 AND SlD-105-L UNLESS NOlED OTHERWISE. 81 STA. 80+00.00 ABND. 6~'\. PIPE~ 8" SWR GO OVER FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. 6" PVC PIPE 63 EXIST. GUTTER EXIST. MH FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 13 35 STA. 81+14± 1----{28 13 53 67>---"~,+-1,1 ---~ EXIST. 6" AC PIPE EXIST. MH CONNECTION AT STA. 80+00.00 CONNECTION AT STA. 81 +15.38 SCALE: 1 /2" = 1 '-o· SCALE: 1 /2" = 1 '-o· 35 13 STA. 92+48.00° (VILLA WA'!? FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE 8" SWR GO OVER -------2":; .. .-, EXIST. 8" AC PIPE STA. 92+56.00 VILLA WA 66 STA. 92+49.50 VILLA WA i---<:27 FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. MH CONNECTION AT STA. 85+10.73 SCALE: 1/2" = 1'-0" CONS I RUCTION NO I ES ® INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULAlED lRACER WIRE. INSTALL PER CNB STANDARD DRAWING 510-106-L @ INSTALL 8" FLGxMJ RESILIENT WIEDGE GAlE VALVE (CL 150) PER CNB STANDARD DRAWING SlD-508-L AND SlD-511-L-C. @ @ @) @ @ @ @ INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" MElER SERVICE PER CNB STANDARD DRAWING SlD-502-L RECONNECT EXISTING 2" MElER SERVICE PER CNB STANDARD DRAWING STD-503-L. REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICA lED WITH CONCRElE, AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRElE. RESURFACE IN KIND. @ 8" PVC SPOOL (LENGTH AS REQUIRED) @ 6" PVC SPOOL (LENGTH AS REQUIRED) @) 8" DI FLG lEE ~ @) 6" DI 22.5' ELBOW @ 8"><6" DI MJ><FLG REDUCER @ 8"x6" DI FLGxMJ REDUCER @ 8" DI FLGxMJ ADAPlER @ 6" DI FLGxMJ ADAPlER @ 8" lRANSITION COUPLING @ 6" lRANSITION COUPLING @ 6" DI FLG 45' ELBOW .&.@ 8" DI FLGxMJ 90' ELBOW @ RECONNECT EXISTING 8" FIRE LINE NOTES 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" BETWIEEN EXISTING UTILITIES AND PROPOSED PIPELINES SHALL BE MAINTAINED AT CROSSINGS. 3. WAlER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONlRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL lRAFFIC LOOPS, SlRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONlRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUlDOWN OF ANY FIRE HYDRANTS. THE CONlRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY lRAFFIC LANE CLOSURES. 8. THE CONlRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWAlERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONlRACTOR SHALL REFER TO "ACP NOlES". 10. TO IDENTIFY AREAS UNDER SlREET MORATORIUM AT THE TIME OF CONSlRUCTION, CONlRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "SlREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WIEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING 0 C 0 i 0 " "O E 0 "' "' "' ~ a. ~ :r: ;:)- en "' _,; ~ 0 L 0 "O L 0 " <ll Cl:'. I N .3-(/) "' (/) ACP r-..io I ES -------------------------,...------..----------------------------.----,-------------------------------------~ 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 FITTINGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STAlE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (lRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MAlERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 .&. 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ < ~ / 0 0 <D 0 <D l-----1-----1-----------------------------l--------l-===-'"'---'"'-~~:-:="'-'---t--------------------,--------t □ ~ w z SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: t----------t~ SHEET OF ...._ ______________________________________________ __,..._ _______ ..._ _____________ __, _ __,..._ ___ ..._ __________________________ .._ __ ...._ ___ """"'...__ ...... ...,_.;.;,o, ___________________ ...... ______ .....,:::;;; NG 12 01 16 17 AREA 5 - VILLA WAY - 8" WATER MAIN PLAN AND DETAILS STA. 90+00.00 TO STA. 92+56± W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 17 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. z 0 10 20 30 40 - -- -SCALE: 1" = 20' BEGIN C ONSTRUCTION CONNECT TO STA. 9o+OO.OO Lr,, EXISTING 8" AC PIPE)\ PER DETAILEB 4 J Ir , -v ' :: / C) I\ - E' . --1-E /-, ~; \;:- I ' ,,"-, \90 . --~-~ T 7 :~ r \ = = s . in -------@ C ) 4.9' p D 601 KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. ACP "-iO I ES 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. ""' ~ I t ::o r.- " ' ·- ALLEY 8" SWR ,= 4·± COVER°\!9 GO UNDER ;... ...,_ -~r f ,. -, 1:(' ~;s ~ iri -T 7 r .. C - fJOO -ff -:.i- 8" DOMESTIC WATER MAIN 2 15" SO 1.6 ± COVER ,Q GO UNDER ELEC I GO UNDER ~ V 1J~-Y • I\~ ./ --. • ' C •J -' .. --· ,, .. / .. I'' .. / $ T 7 ~L '...:' ·, ; Si:✓/1 /1 !p • ' LEC I/.\ ,, &I GOU DEi I ,, I I i '.::, I I + I J I I I . ,, I . I ' 31STSIREET VILLA WAY 2:7)----l 6!----1 27·1-----1 EXIST. 8" AC PIPE EXIST. GUTTER 6 STA. 9o+OO.OO 13 35 EXIST. 8" AC PIPE Lr,, 15" SD , END CONSTRUCTION 1.6 ± COVER O FOR CONSTRUCTION STA. 92+56.00 GO UNDER CONNECT TO EXISTING 8" AC PIPE OF WATER PIPELINE 19 SEE SHEET 16 PER DETAIL@ ll I I I . iZ. ~ 16 -•QI , I/ tn .I - -;;;~1,1 · --- -,:c;. . . . ' C I / . . . . ::::;", -·v1,,-- N00"11'23"E 92+0 , lrs \ / /) I J IT"-:-; -; - /T '·-y /_, ,,..., , T 7 ' ' T T I ,, " 2·c; ., I , . , ' / I -u---I -me'7: / I TELE/ ~ '"' I '"ft GO UNDEI ~ :7; STA. 91+57.30~9112) ,. ,, .. , I GO UNDE'l_ -6(JJ 81 SWR I C 7.3'± ,f·: OVERU • GO OVER , I - --I• FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. MH c,~ . . i I V I v: '1 I ALLEY CONNECTION DETAIL AT STA. 90+00.00 SCALE: 1 /2" = 1 '-o• Lr,, 07 /24/19 RECORD DRAWINGS p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DAlE DESCRIPTION OF REVISIONS APPROVED REVIEWED: CONS I RUCTION NO I ES ® INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L @ REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L @ @ REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. @ @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL LL'\. ~ @ @ @ @) CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH Ill PER CNB STD DWG STD-164-L 8" PVC SPOOL (LENGTH AS REQUIRED) 8" DI FLG TEE 8" TRANSITION COUPLING (PVCxAC) INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER THE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS. ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARlMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD CHECKED: DA lE: NG 12 01 16 SHEET 0 C 0 ..., !l/.. 0 CJ -,:, E 0 oJ "' 0, 0, .:::::. .... 0 '-. -- c,, ~ -,:, "' --= I "' -a. I f--:r: en / en c,, _,; ~ 0 L 0 -,:, L 0 CJ "' Cl:'. I N 0 / en "' en --= f--/ en w Cl:'. f-- --= ~ / 0 0 <D 0 <D 0 ~ w z N OF / :::e 18 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 6 - LIDO PARK DRIVE - 8" WATER MAIN PLAN AND DETAILS STA. 95+00.00 TO STA. 98+25.00 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. < ·1-.,-----------1----------+-----------+----------t----------+------------11----.--------+---------1 - EXISTING ·· URFACE OVER 1----------1-----------t---------"Fli5-Sict<r--------t----------t--------/-r.1EN1ER□NE\lrf'IPC--------1------------;1------------;---+----------t---------1 1--------T"""--------------10--------1-------"r<:-------it7'_.....---------t------r -------,-----------r-----------;-----------t---i \,,~------1--------1 FH ,, . .-----------,------------,-------------,---,.e:;s~---------,----.>·=-0.001-------t----------t------------M-+----------+------~---t-~J?"'-- S--0.001 1-------------------1---•0-----~o~"----------+---------+----------+------1 N ,._ l--------+-----------+------------1,~f-----------+-------------+----------+-----------u:i" ,-:+----+---------------1----+-~=+---- 1--------+-----------+---'10-----~ o, .1.,_--1--------------1--,e: <O 0, 0, • <»o .z w :::r: DEPTHS-OITTXISTINC.UTI□TIEs-sHOW!'.ARqESTIMATED S1NCE1H 1---------+-----------+----------1----------+WERE...NOT~l:IOWN....QN_AVAIL.ABLE-RECOR . $._CONlRAC., .. ~ n,c.~---f---+----------+-----------+------------lf-----------+---.--------1 SHALL VERl,FY DEPTIHS OF ALL CROSSING TILITIES PRIOR TO 1---------+-----------+----------1--------~s~TA~R~T~O~rWO .... ,~R~-~---------+-------~ ,,.-----.,:+o_....._ 13 83 STA. 95+27.13 STR LT GO UNDER TELE GO UNDER 12" SWR UNK COVER GO OVER BEGIN CONSTRUCTION STA. 95+00.00 INSTALL 12 TEE AND CONNECT TO EXISTING 12" AC PIPE PER DETAIL @ S47"35'5i'"E 84 STA. 95+34.00 0 10 20 30 40 - -- - (, I\.,--' :;, I ' ' SCALE: 1" = 20' LAFAYEI IEAVE. STA. 95+61.00 9 12 STA. 96+70.26 ,-..,-.. L _I I I I I --c"s~ ---r---------'s+'---• ' ·-- 8010 S68'11'18"E . 96+70± CONNECT TO EXISTING VICE +87± INSTALL NEW 6 ERVICE ,,.-----.._ 97 C 16 •. ',, •. ',.... ·•· .. , . STA. 98+02.94 .,,...'-"-+00.,,,-----... 12" DOMESTIC WATER MAIN 71 ,', ·'/<·• ... STA. 97+82.52 9 12 18 15" SD 3.5 ± COVER 7o GO UNDER / • ...._<?> -~o· 1 SCALE: HORIZ: 1"=20' VERT: 1"=4' KEY CONS I RUCTION NO I ES CD INSTALL 12· C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L. @ INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. ® 0 ® ® @ @ @ @) @ @ @) INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VAILVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VAILVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL 4" FLGxMJ RESILIENT WEDGE GATE VAILVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-502-L RECONNECT EXISTING 2" METER SERVICE PER CNB STANDARD DRAWING STD-502-L REMOVE IN'TERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WlllH CONCRETE, AND ABANDON IN PLACE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PWG REMAINING PIPE ENDS AND FILL WlllH CONCRETE. RESURFACE IN KIND. @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL@. @ 12"x6" DI MJxFLG TEE @ 12"x4" DI MJxFLG TEE @ 12" DI 45" ELBOW @ INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER llHE CROSSING UTILITY PIPELINE TO MEET DDW CRITERIA. @ ABANDON IN PLACE EXISTING WATER MAIN. @ 12"x8" DI MJxFLG TEE @ 12" DI 22.5" ELBOW @;) INSTALL COMBINATION AIR/VAC ASSEMBLY PER CNB STANDARD DRAWING STD-515-L 1\10 I ES 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 WlllH A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OllHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANS1 A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. llHE CONTRACTOR SHALL NOTIFY llHE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. llHE CONTRACTOR SHALL NOTIFY llHE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. llHE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWA'TERING AND DISPOSAL ACCORDING TO LOCAIL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES" . 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT llHE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO llHE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM LIST AND EXCAVATION" PER llHE CITY OF NEWPORT BEACH WEBS1TE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING STA. 95-1-94.95 6 74 INSTALL 12"x8" TEE AND CONNECT TO EXISTING DOUBLE CHECK VAILVE VAULT STA. 96+97± ..__,...._33.., INSTALL 12"x6" TEE AND INSTALL NEW 6" FIRE SERVICE 6" SWR UNK COVER GO UNDER LIDO PARK DRIVE INSTALL 12"x6" TEE AND CONNECT TO EXISTING 6" AC PIPE PER DETAIL@ 6 ~~--cf 4Y D EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 &: 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. ~ 0 C: 0 -~ 0 0 "O E 0 CX) "' 0) c,, ~ "O <D <( I <D -(]_ ,!. :r: (f) / "' c,, C: 'j 0 L 0 " L 0 0 ., a:: I N ;?- (f) "' (f) AOPl'IIOIE$ <( -------.....-------------------....... -----.£...---------------------...... ----------~================!... ____ _J/ 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 WlllH LOCAL. STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WlllH TYPE 316 STAINLESS STEEL HARDWARE WlllH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY llHE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07/24/19 RECORD DRAWINGS REVIEWED: (f) w ~ <( ~ 0 0 1----+-----+----------------------------+-----l PAlRICK ARCINIEGA, RCE 70740 8 SENIOR CIVIL ENGINEER «> 1--.f..-----1-----------------------------1---~::--:DE:-:S~IG"':NE:':D"": '-==-T::'DR="A"'WN::.a:=:.:-+-------------------"'T"""--------1~ NGH ~ -----------1~ APPROVED CHECKED: DA TE: SHEET OF .'.:!, NO. DATE DESCRIPTION OF REVISIONS NG 12 01 16 .._ ______________________________________________ ___....._ _______ ...._ _____________ ___. _ ___....._ ___ ..._ __________________________ ......._ __ ....._ ___ .........,...__......_........_ ....... ___________________ ....... ______ ___,:::;; 19 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 6 - LIDO PARK DRIVE - 8" WATER MAIN PLAN AND DETAILS STA. 98+25.00 TO STA. 102+64± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. gi o. :i!:: N 1-c,2 t--------t--------t---------t-----------t-------------t----=i:cv·, 15Tiff<.SORFAC o,~,------------------t-------------t---------------t-----------t------t---------+-----rO-ori-____ --+----------+----------+------1~EmERUN&---OF-~R11>--------------ll---------------l------------t-----------t------!:l! F o: ~ ~-,< 0--l&J ·~----+-----------+--E.'>..--------+---1---------+------------11-----------+----------~/i'' .-FH -'JA•'<· ------------1-------1 ·-----1--------1 --• s•~-=n~~onot=--------11----+-----------t t--------+-----,.-----~,__----+------------+---+--------+------------+----------------1t-----------+-------------fl----------+--~~G;&;S.·'-------1t----+--------------< t--------+--------1w1at· -a1-(ft-,-----.----------------r-,--------.-----------,---------------ii----------,---------4 ----------t,;;m,----;-1 -----;,-----:,-;;;;:l;;;;;;;;t--------.-------. w t--------+-----------+----------t----------HS1HAbl--\lERIF¥--OEP:rH6-QF-Ald.----GR8SSING-· -tm START OF WORK. 99+00 100+00 0;() 101+00 12" DOMESTIC WATER MAIN ~----------------------<1 102+00 SCALE: HORIZ: 1"=20' VERT: 1"=4' G) &© ® ® ® @ @ @ @ ® @ @) @ @ CONS I RUCTION 1\.10 I ES INSTALL 12" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L INSTALL 4" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. INSTALL 4" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL. INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L RECONNECT EXISTING 1" METER SERVICE PER CNB STANDARD DRAWING STD-503-L RECONNECT EXISTING 2" METER SERVICE PER CNB STANDARD DRAWING STD-503-L. REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. REMOVE VALVE, VALVE CAN, AND LID. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID. PWG REMAINING PIPE ENDS AND FILL WITH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL @ . CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH Ill PER CNB STD DWG STD-164-L @ 12"x4" DI MJxFLG TEE @ 12" DI 45" ELBOW @ 12" DI FLGxMJ ADAPTER @ ABANDON IN PLACE EXISTING WATER MAIN. ~ @ INSTALL 12" FLG RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. & @ 6"x4" DI MJxFLG TEE RECORD DRAWING END CONSTRUCTION 14 D fJfJ' 821.A-F 888.A-F r::=;=~cB-f~~~ ... , :~::_~· ~ 1 _ 0 -0+~~ 2 _-•:_:-e,'=-~-=--?~-~ '\ .--. -=.--=.__.:::;ct.,!: .. t, "-= .c.· c ---__ --~-~E_T_J~-:-, ..,~T2-._::_1 _w ,=: ,=-r=, ~E~~>':_.:-:_.:-:_~ 2·c_ ,;., -----+1~--s·::: j. 'l:rt=:;:..==--:"v.~11";:::"" IE 2/G.: IE ------,t-:(G I ;;•~ C.A ; r-C:.~~ 71 --~1 E -t-+---E I E .:_"'-;"::_,=;. ~~1 E~±------t-E -2"-c; ---~ --~a ,---____ ,.. \\' \'.-' 71 STA. 99+09.30 KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 &: 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. STA. 100+42± 534 -.l~Ns=T~A~LL:-:-1~2rx~4--=TE=E::-eA~ND-C~O~N~N=Ec=T='"=TO~ EXISTING 6" FIRE SERVICE i;.._.c SL ·----+-----~-~-R':_=t_s._-_------"-- --+--T ---t-----T---T---T--------, 9 12 STA. 101 +49.89 880 LIDO PARK DRIVE I.J TELE GO UNDER ELEC GO UNDER I ' 2" GAS I-'. I ; _/ / 0 10 20 30 40 - -- -SCALE: 1 " = 20' I I STA. 102+29± CONNECT TO EXISTING 6 AC PIPE PER DETAILffi 70t"J'08 ~ JV4707 ------ . ' r 'J ' / I C -. 1\.10 I ES 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 COi/ER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. 0 C 0 i 0 CJ .,, E 0 C1> "' C1> o> 3' .,, <D < I r---~ o._ e!. :r: ~ ., o> C "j; [' 0 .,, ~ 0 u " tl:'. I N ;?- (/) "' (/) < ACPNOIEd ------------------------...------..... --------------------------..---..... ------------------------------------/ 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana. CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: (/) w ~ ; 0 0 t--+----+----------------------------+--------1 PATRICK ARCINIEGA, RCE 70740 ~ SENIOR CIVIL ENGINEER '° 1----1-------1-------------------------------l-------l-:-:oE=-=s~IG==:NE=D::.:: -"'-'i=::'DRc"A"'WN::.a:=:.a-+-------------------"'T""-------t ~ NGH ~ ,__ ______ ~ APPROVED CHECKED: DA TE: SHEET OF ;)-NO. DATE DESCRIPTION OF REVISIONS NG 12 01 16 .._ ______________________________________________ ___,,.._ _______ ...._ _____________ ___, ___ ,.._ ___ ..._ __________________________ .._ __ ...._ ___ .....,....__......_ ............. ___________________ ...... ______ __.:::;; I\_ EXIST. 12" AC PIPE ~-----IIHI-II--IHll---1164 .:H IO FOR CONTINUATION OF 12" PVC PIPE SEE SHEET 19 STA. 95+00.00 13 30 1---{25 EXIST. 12" AC PIPE CONNECTION AT STA. 95+00.00 SCALE: 1/2" = 1'-0" EXIST. 6" AC \ I PIPE j 67 ~~ I 1 ____ _ FOR CONTINUATION OF 12" PVC PIPE SEE SHEET 20 ----128 ,...,.....,__---!,5 5 EXIST. 6" AC \ i ,...P-IP_E __ \~---•16 ---+-t· p :_ 811----i EXIST. 6" AC PIPE .:H 10 1--(28 i!: CONNECTION AT STA. 102+29± SCALE: 1/2" = 1'-0" EXIST. 6" AC PIPE EXIST. 6" AC PIPE EXIST. 6" AC PIPE FOR CONTINUATION OF 12" PVC PIPE SEE SHEET 18 ,,., ... <.·,-,~-,-~_ .. _\ -~ FOR CONTINUATION OF 12" PVC PIPE SEE SHEET 19 STA. 98+02.94 & CONNECTION AT STA. 98+02.94 SCALE: 1 /2" = 1 '-o• COhlS I RuCTION NOTES @ INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L @ @ @ @ @ @ @) @) @ @ @) INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. 12" PVC SPOOL (LENGTH AS REQUIRED) 6" PVC SPOOL (LENGTH AS REQUIRED) 12" DI FLG TEE 12"x6" DI MJxFLG TEE 6" DI 45" ELBOW 12"x6" DI FLGxMJ REDUCER 12" TRANSITION COUPLING 6" TRANSITION COUPLING INSTALL 12" FLG RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 4B HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 4B HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. 11. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING THIS IS A RECORD DRA WJNG 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) WlLL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HA VE BEEN INCORPORATED INTO THIS DRA WJNG. ACTUAL 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 CITY OR THE OWNER(S) OF THE UTILITIES INVOLVED. a C: " ~ ~ " u "'Cl E " r-- 0 "' "' ,. "'Cl ui _J ;'.'= w 0 I <D <( I co "'Cl L a u " 0:: I N 0 / (/J C-7001-2 vi ..--------...... ---------------,.---,-----..... --------------------------...... --..... --------....... ---------------------------~ ACPNOIES & 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 WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR--14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. p s 0 M A s 3 Hutton Centre Drive Suite 200 Santo Ana, CA (714) 751--7373 Fox (714) 545--8883 (/J w ~ 07 /24/19 RECORD DRAWINGS REVIEWED: LIDO VILLAGE <( WATER MAIN REPLACEMENT PROJECT ~ 0 AREA 6 • LIDO PARK DRIVE· 8" WATER MAIN PLAN AND DETAILS 0 1----+----+----------------------------+-------J-:::PA=TR:::~:'::c~=10~~~~~ 1 ~V1f 1 E~:::~:':·N~~f::'JE=l~~- 740 ......., ________ s_T_A_._9_5_+_o_o_.o_o_T_o_s_T_A_._9_8_+_2_s_.o_o,.. ______ ....... -t j DESIGNED~G BH DRAWN: CADD CITY OF NEWPORT BEACH W-5353-S ~ 1-----------1 ":!- APPROVED CHECKED: DAlE: PUBLIC WORKS DEPARTMENT SHEET 20 DF 26 / .._ ______________________________________________ ___,...._ _______ ..... _____________ ___. _ ___, _____ ..._ __________________________ ..... __ ...... ____ N_G..._ __ 12..._01.._1_6....._ ___________________ ..... _____ __,:::, NO. DAlE DESCRIPTION OF REVISIONS z 7 CONNECT 0 10 20 30 40 - -- -SCALE: 1 " = 20' RECORD DRAWING 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 HA VE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL 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 CITY OR THE OWNER(S) OF THE UTILITIES INVOLVED. 001\.1S I RuCTION NOTES @ INSTALL 8" C-900 (DR 14} PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L @ INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. @ INSTALL 8" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. 0 ® INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L @ REMOVE AND DISPOSE OF EXISTING FIRE HYDRANT, HYDRANT BURY, VALVE, AND LATERAL @ INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L 2 8" DOMESTIC WATER MAIN --STA. 107+58.70 49 [~~~:~:~~~~~~~~!.~~~~~~~~~:~:~:~~~~:~~~~~:~~~~:~~~~:~!.~~:~~~~~:~:~:~!~~:~§.=~~~=~:~:~) @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE, AND ABANDON IN PLACE. D KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 22 AND STD-1D5-L UNLESS NOTED OTHERWISE. STA. 105+12.00 EXIST. 3" GAS c_; -H 8 j,... FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. 6" Cl PIPE -+----+-,--+--7"G --~--J"c; STA. 104+92.70 13 gg 6in---l-, u, I / \_EXIST. 6" Cl PIPE CONNECTION AT STA. 105+00.00 ' 1 ,,,. SCALE: 1/2" = 1'-0" VIA OPORTO EXIST. 6" Cl PIPE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE GO CINDER 3'± VIALIDO ---+..taa•-----,(- EXIST. 6" Cl PIPE /;/ I I ! END CONSTRUCTION STA. 108+00± CONNECT TO EXISTING 12 PVC PIPE PER DETAIL® FOR CONTINUATION OF 8" PVC PIPE SEE ABOVE EXIST. 12" PVC PIPE - EXIST. 12" TEE EXIST. 12" PVC PIPE @ @ REMOVE VALVE, VALVE CAN, AND LID. PLUG REMAINING PIPE ENDS AND FILL WllH CONCRETE. RESURFACE IN KIND. REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL@- 6" PVC SPOOL (LENGTH AS REQUIRED) ® 8"x6" DI FLG TEE 56 12"x8" DI FLG REDUCER .& @ 8"x8" Ell fUlxMJ "EE1t1ee:" 62 8" DI FLGxMJ ADAPTER & @ 6" DI FLGxMJ ADAPTER 67 6" TRANSITION COUPLING @ INSTALL ONE CONTINUOUS SECTION OF PVC PIPE, CENTERED UNDER THE CROSSING UTILITY PIPELINE TO MEET DOW CRITERIA. 71 ABANDON IN PLACE EXISTING WATER MAIN. 6" BLIND FLANGE 8" DI FLG go• ELBOW INSTALL 12" FLG RESILIENT WEDGE GATE VALVE (CL 150} PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. 8"x6" DI FLG REDUCER 6" DI 11.25" ELBOW NO I ES 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10}. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY lHE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. 0 C: C, ~ !I, C, () ""Cl E C, t--0 a, "' ;: ""Cl t--<( I a, -a. ,!_ I ~ en "' C: -~ C, L CONNECTION AT STA. 2+18.29' 2" CONNECTION AT STA. 108+00± '3,,,. 0 ""Cl L 0 () SCALE: 1 /2" • 1 '-o• SCALE: 1 /2" • 1 '-o• " 0:: I N 0 / (/J C-7001-2 vi ~ ------------------------r--,-...---.-------.--------------------------.....,.-----r----------r--------------------------, UJw Lil 07/24/19 RECORD DRAWINGS REvlEWED: LIDO VILLAGE ~ <( p S O M A SI--+----+----------------+------, WATER MAIN REPLACEMENT PROJECT ~ --------AREA 7 -VIA OPORTO -8" WATER MAIN PLAN AND DETAILS 0 3 Hutton Centre Drive 1---+-----+-----------------------------1-------1 PATRICK ARCINIEGA, RCE 70740 STA. 10S+OO.OO TO STA. 108+00± ~ Suite 200 1--l----l----------------------------i---~;::;SE~Nl;:;'ORc:....::Cl7v1r;;L ~EN:;-;;G;;;IN:=:EE::.:R_+-------------------,-;-:-;-;:::--=:::--::::--1; ~;,n:) ¢;1"::..7~~3 Fax (714) 545-8883 DESIGNED~G BH DRAWN: CADD CITY OF NEWPORT BEACH W-5353-S ~ L..::~ ..... ~ ..... ..::::. ..... ..,..c.::.....,,.....:::::::... ..... ....:::::....,.,...::::::...,.....~ ...... ...c~ ..... ~ ..... ..::::. ..... .....c.::...... ..... :::::::... ..... ...:::::....,.,...:::..... __________ ....J. _______ ...J. _____________ --L,._N_o.--L. __ DA_TE_--L,.D_E_sc_R_IP_nON_o_F_R_E_v1_S1o_N_s __________________ ...1...A_P_PR_o_VED.L.c-H_Ec_K_ED_:.....:,:N:::,G1,.D_A_TE..:: 1::.2~0~1 ..:,16::.a... ____ P_u_s_L_1c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...._SH_EE_T_2_1_o_F_2_6.....,~ 22 AREA 7 - 32ND STREET - 6" WATER MAIN PLAN AND DETAILS STA. 200+00.00 TO STA. 204+47± W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. BEGIN CONSTRUCTION STA. 200+00.00 I STA. 200+06.57 I 87 STA. 200+29.74 I\ '-ROAD STRIPING -----~- 6" DOMESTIC WATER MAIN ,------------------< 1 1-10 I EL ENTRANCE b ;,, a, CD FOR PLAN OF ON-SllE 4• SEE BELOW LEFT PVC PIPE SEE SHEET 2 MATCH LINE STA. 202+ 75.00 STA. 201+58.68 8 86 INSTALL BLIND FLANGE 13 76 STA. 202+39.52 6" DOMESTIC WATER MAIN ,---------------------11 • I I I 1)- I 15 _'j __ ,----------------- 0 --[=--G --=--=-----G 0 -E(Tq---[,'TS' -·,-; _, ·-, - -',',' _. ·-------w - • 0 IC) 208+00 1-+ :::c (0 (.!) 0 ~ NI'--'----...__....__+'---+"'......_---...___......_......,. ______________ ...__....__...__...____, STA. 208+46± STA. 208+74± CONNECTION POINT 1.-: - • • V STA. 208+74± 67 CONNECT TO EXIST. , 11 // I' 'I // ___ 6"W_JP_VC_~, : ~ <( STA. 207+13± 0 lii t-==----""7/'-'-'_9 ~72~===--- CD ----==-----==------==------==c---------c==-----' I // <CW z w-w ....J 1---- (/) :::c ~ <(,__ __ ::E 6" DOMESTIC WATER MAIN ~-------------------11 // I' I I 'I // II ,-------------------, ------------l 32ND STREET ", I ' 1' ,, ,I ,, 1 11 I 6" DOMESTIC WATER MAIN ,--------------------11 17 STA. 204-1-31.85 HOTEL ENTRANCE EXIST. 6" lEE EXIST. 6" PVC PIPE 13 5 STA. 200+00.00 TO EXISTING lEE FOR CONTINUATION OF 6" PVC PIPE SEE ABOVE CONNECTION AT STA. 200+00.00 SCALE: 1/2• = 1'-0" 6" DOMESTIC WATER MAIN END CONSTRUCTION ~s11iFA.m200T+rE22±rnm,mr----17 12" ACP PIPE KEY 1 D EXISTING CONCRElE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOlES 23 &: 24 ON SHEET 2 AND STD-105-L UNLESS NOlED OTHERWISE. BLOCK WALL FOR CONTINUATION OF 6" ~ A PVC PIPE SEE ABOVE > , )- -:_ ._ / / ._. .•-. .-;.,.. .. ·-~'/·_ . .-\-.:~,r-/ / .......... ~-----f"""-/ / 13 52 / / / 28 ..... :.-. -.· .· ... •. ·• 6'± 67 CONNECTION AT STA. 204+68± SCALE: 1 /2" = 1 '-0" STA. 204-1-52± EXIST. 6" Cl PIPE CD 0 ® ® @ @ @ @ @ ® @ @ 72 @ @ @) @) @ @) @ ® ® @ @ CONS I RuCTlON NOTES INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULAlED TRACER WIRE, PER CNB STANDARD DRAWING STD-106-L AND STD-105-L-B. INSTALL 6" FLGxMJ RESILIENT WEDGE GAlE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL 4" FLGxMJ RESILIENT WEDGE GAlE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING STD-500-L INSTALL THRUST BLOCK PER CNB STANDARD DRAWING STD-510-L-A. RECONNECT EXISTING 2" MElER SERVICE PER CNB STANDARD DRAWING STD-503-L REMOVE INlERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICA lED WITH 6" THICK CONCRElE, AND ABANDON IN PLACE. REMOVE AND DISPOSE OF EXISTING PIPE. 6" PVC SPOOL (LENGTH AS REQUIRED) 6" DI 45" ELBOW 6" DI FLGxMJ ADAPTER 6" TRANSITION COUPLING 6" DI FLG lEE 6" DI 90" ELBOW & 6" DI SLEEVE 6"x4" DI MJxFLG lEE INSTALL 1" SERVICE FOR IRRIGATION PER CNB STANDARD DRAWING STD-502-L ABANDON IN PLACE EXISllNG PIPE, AND CAP. PROPOSED ON-SllE SEWER, TO BE INSTALLED BY OTHERS. PROPOSED ON-SllE GAS, TO BE INSTALLED BY OTHERS. PROPOSED ON-SllE ELECTRIC, TO BE INSTALLED BY OTHERS. PROPOSED ON-SllE CABLE TV, TO BE INSTALLED BY OTHERS. PROPOSED ON-SllE lELEPHONE, TO BE INSTALLED BY OTHERS. PROPOSED UTILITY EASEMENT NO I ES TO CONTRACTOR 1. CONTRACTOR SHALL VERIFY DEPTH, LOCATION, AND DIMENSIONS OF EXISllNG 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. WAlER LINES TO BE INSTALLED WITH A MINIMUM COVER OF 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WAlER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WAlER MAIN DEWAlERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING 0 C 0 -!;!, 0 " "O E 0 ~ .... 0, "' ~ -.0 _j ~ 0 I I 0 N a. ~ I ;:)- en "' _,; ~ 0 L 0 -.0 L 0 " <ll Cl:'. I N .3-(/) "' (/) --------~:::;;;;;;;;;:::::...:::::::;;;;:::::....::::=::::::.,.::::;;;;;:::::::...:::;;;::;;:::::..,.:::::=:::::....::::::;:::::....::::::::::::....::;:;;:::::::..,.::::;;;;;::::...:::::;:::::....:::::::::::.....:::::::::::.....::::::::::....::::::::::....::::::::::.....:::::::::._:::::::::::......:::::=:::::.._.::::::::._::;=::::.......::::::;::::......::::::::.. _____ ,.... ________________________ ---1 ~ p s 0 M A s 0 10 20 30 40 - - 3 Hutton Centre Drive Suite 200 - -SCALE: 1" = 20' Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS REVIEWED: PATRICK ARCINIEGA, RCE 70740 (/) w ~ < ~ / 0 0 <D 0 <D l----1------1------------------------------l---1-==c==-'-'-"'-,":,~~"-'----+--------------------,--------tO ~ w z SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: t---------t~ SHEET OF .._ ____________________________________________ ......, _______ ....... _____________ ....__ ...... ___ ...... _________________________ ....._ __ ...... ___ ...;.;.a. ..... ....a""""""""""'--------------------...... --------':::e NG 12 01 16 23 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 7 - VIA OPORTO - 8" SEWER MAIN PLAN AND PROFILE STA. 110+00.00 TO STA. 116+12± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. ID .... €) -+ --< 110 f 110 I I =-0.003 0 0 ID c-,lz -i- 10 6-10 6H -. ~ -.... -< '> ~ 1/l z 1/l CONSTRUCT 80 LF 1 8" EXTRA STRENGlH WP BEGIN CONSTR1 UCTION STA. 110+00.00 o REMOVE EXISTING LAM HOLE 476 ,'_i L SL [ r STA. 110+14 STA. 110+82.00 [ /---L2_[g] I ~- I' ' • IT 1. I r I .. ' ' 5 ~ 0 + ·a, ,.; :,; 111 r_n E _ 0 11 ·, rl i=:u- I I I I I-r Ir r 111+00 ... t-+ ~ FOR CONSTRUCTION OF SEWER PIPELINE SEE SHEET 24 112 STA. i_/' 11 11 11 11 11 11 [ l SL lj J I-r r -I I-r NOO ii t-+ -I "b ;., <'I - I I CONSTRUC 339 LF OF 8" EXTRA SirRENGlH VCP II II ,:.,r; 're +~ -t' I- '54"E + -I t- .!S....I u 113 c.;L './) r X 113+00 co / VIA MALAGA VIA OPORTO CTION NOIES @ CONSTRUCT NEW CONCRETE CROSS GUTTER PER CNB BEACH STANDARD DRAWING STD-185-L INSTALL 8" EXTRA-STRENGlH VCP PER CITY OF NEWPORT BEACH DWG NO. STD-106-L CONNECT TO EXISllNG SEWER OUTSIDE OF MANHOLE USING AN 8" BAND SEAL SEWER REPAIR COUPLING. CONSTRUCT SEWER MAIN TERMINAL CLEANOUT PER CITY OF NEWPORT BEACH NO. STD-400-L INSTALL 6" SEWER LATERAL CONNECTION TYPE "A" AND FITTINGS AS REQUIRED TO CONNECT TO EXISTING LATERAL PER CNB STANDARD DRAWING STD-405-L CONSTRUCT 48" DIA MANHOLE PER CNB STANDARD DRAWING NO. STD-401-L AND STD-112-L CONNECT TO EXISTING 8" SEWER USING AN 8" BAND SEAL SEWER REPAIR COUPLING. MANHOLE INVERT ELEVATIONS TO BE AS SHOWN ON PLANS. REMOVE AND DISPOSE OF EXISTING SEWER MAIN. REMOVE AND DISPOSE OF EXISTING MANHOLE. CONSTRUCT DROP HOUSE CONNECTION AND REMOVE EXISTING (BROKEN). 0 z NOTES TO CONTRA 1. CONTRACTOR SHALL VERIFY DEPlH, LOCATION, AND DIMENSIONS OF EXISllNG 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. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE lHE PROPOSED PIPELINE PER SPPWC 224-1. 4. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 5. lHE CONTRACTOR SHALL NOTIFY lHE CITY FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 6. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. p s 0 M A 3 Hutton Centre Drive 10 20 30 40 Suite 200 Santa Ana, CA s - -- -SCALE: 1 " -20' (714) 751-7373 Fax (714) 545-8883 & 07 /24/19 RECORD DRAWINGS NO. DAlE DESCRIPTION OF REVISIONS L STA. 09 \ \ \ \ \ D L 12" MIN. .§!.__, L EXTRA STRENGlH VCP 114 FOR CONSTRUCTION OF WATER PIP LINE SEE SHEET 21 STA. 114+49 I-+ FOR CONSTRUCTION OF WATER PIPELINE SEE SHEET 21 KEY I- -I 115 r -Ir I- 115+00 EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 & 24 ON SHEET 22 AND STD-105-L UNLESS NOTED OlHERWISE. APPROVED REVIEWED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: NG H CADD CHECKED: DA lE: NG 12 01 16 116 116+00 ,,,-.,--_, END CONSTRUCTION r-..r-,. STA. 116+16.18 RECORD DRAWING SCALE: HORIZ: 1 "-20' VERT: 1"=4' VIALIDO SHEET II " I /} X': OF 88~ 0 C 0 -i!/., 0 " -.:, E 0 0 sj- m m '-sj- 0 '---- "' ;: -.:, I'-<( I -0 1/l I f-:r: 1/l / en "' C -~ 0 L 0 -.:, L 0 " <ll Cl:'. I N 0 / 1/l "' 1/l <( f-/ 1/l w Cl:'. f-<( ~ / 0 0 <D 0 <D 0 ~ w z N / :::e 24 W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 AREA 7 - VIA MALAGA - 8" SEWER MAIN PLAN AND DETAILS STA. 120+00.00 TO STA. 122+75± 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. 1--------1➔-----1~0----------------------------------------------11--------------------------~ 1---------------~0--\'------------------1 I-------;)----+-------~ !-------t---------=E-XIS-llNG--eONCRE"TE~---------+---------1-----+----------1------------+------+------,._-----1----------+--+---------+-----------1 1---------'I-·0------- 12T MIN. LJ LJ -------'•---©0,----------+-~---------+--------1--------l•-------11----1---------1-----------1 1----1----1-----+----------©0,----------+--------1 BEGIN CONSTRUCTION STA. 120+00.00 I 8 120 I _,_ --------+II -l -_~, ,_ ~ --- I ~ I I --+-E FOR CONSTRUCTION OF SEWER PIPELINE SEE SHEET 23 -/ E I- co Iii 121 E 12f +oo <D Iii 0 CONSTRUCT 275± OF 8" EXTRA STRENG 8" SEWER MAIN x---- SI l ~· 9"51'09"E I ~--:_ ____ f-_ ,,, E \+ I I 122 123 VIALIDO X X ;.. t_ --1 X w ~-+-"N'l-lw ~--E -ct --c -~,_ I-.::i, L + -t----c>--,-<=, ,e',----= __ cl-, ,,I , --+--- l-~~l~~L=·_=_~.J.-;;, __ ~:t_:lf-;;;_~~::~-=,::t~~7l-~~,=.,..;T~_:=~=i::~{-:::T~;;;-i2ll?tfl?i-=.'f~,f,JT;;~~:~1t:.'.'.:'=,;;t~~T~~1 ~~~~~~f-~::::;;J:r_,,,--~;;;· =, ~~~::.+f_a.::J:===±===i=:~;:::::>,=, ==~======~~~~;::::::::::::::- D ,,, -' VIA OPORTO KEY EXISTING CONCRETE PAVEMENT FOR REPLACEMENT LIMITS SEE GENERAL NOTES 23 c!lc 24 ON SHEET 2 AND STD-105-L UNLESS NOTED OTHERWISE. O STA. 120 88 STA. 121+64 VIA MALAGA 476 +04 p s O STA. 12 69 I 0 M A s & 07 /24/19 END CONSTRUCTION STA. 122+77± '"'R:,,E"'"M""o"'"VE==-s""E""WE=R....,.M~A~IN~TE=R=M=1N~A~L--<10 CI.EANOUT RECORD DRAWINGS SCALE: HORIZ: 1"=20' VERT: 1"=4' REVIEWED: CONS I RIJCTION NOlES @ CONSTRUCT NEW CONCRETE CROSS GUTTER PER CNB BEACH STANDARD DRAWING STD-185-L INSTALL 8" EXTRA-STRENGTH VCP PER CNB STANDARD DRAWING STD-106-L CONSTRUCT SEWER MAIN TERMINAL CLEANOUT PER CNB STANDARD DRAWING STD-400-L INSTALL 6" SEWER LATERAL CONNECTION TYPE "A" AND FITTINGS AS REQUIRED TO CONNECT TO EXISTING LATERAL PER CNB STANDARD DRAWING STD-405-L REMOVE AND DISPOSE OF EXISTING SEWER MAIN. NO I ES 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. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 4. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 5. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 6. ALL AC PAVEMENT REPLACEMENT SHALL BE A MINIMUM OF 6" AC/6" AB. RECORD DRAWING 3 Hutton Centre Drive PATRICK ARCINIEGA, RCE 70740 0 10 20 30 40 - -- -SCALE: 1 " = 20' Suite 200 SENIOR CIVIL ENGINEER Santa Ana, CA DESIGNED: DRAWN: (714) 751-7373 Fax (714) 545-8883 NG H CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DAlE: NG 12 01 16 SHEET 0 C 0 -i!/., 0 " -.:, E 0 -+ Ol Ol -'--+ 0 '---- CJ> ;, -.:, r-.: < I N 0 Vl I f-:r: Vl / en CJ> _,; ;, 0 L 0 -.:, L 0 " <ll Cl:'. I N 0 / Vl "' Vl < f-/ Vl w Cl:'. f-< ;;, / 0 0 <D 0 <D 0 ;;, w z N OF / :::e 25 NUMBER W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 LOCATION DETAILVALVE NUMBER NOTE: 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. -~ -----.::--.. ) 2 • 3 <P"""- \. '\. (/ (if>· -!" Qi) )r==!J. 9:: ID a. s: w z 0,.\s---,1 _, u.!2::ian--.,,..--' 1-------l> "'r;:· ~:==;;t=, \) . ... NOT TO SCALE VALVE REPLACEMENT LOCATIONS f .&. f& VALVE REPLACEMENTS I • I .. :..:. .-~· . . -·.: .:... •-; ·-. .:...:. , . . I ' I .. -· . -Ill -■ 0 N05_062 BALBOA BLVD &: 44TH ST 0 N05_127 BALBOA BL VD &: 38TH ST I • I ··-----..... ,--. .. ---•. ------I~ I --·--_ ... , - 0 N05_168 MARCUS AVE &: ALLEY N/0 36TH ST [!] N05_135 FINLEY AVE &: ALLEY S/0 36TH ST 0 N05_169 MARCUS AVE &: ALLEY S/0 36TH ST [!] M05_098 MARCUS AVE &: ALLEY S/0 36TH ST 1) APPROXIMATE LENGTH OF PROPOSED PIPE SPOOLS FOR WATER MAIN RECONNECTION IS 2'±. ACPNOIEd 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 WITH LOCAL. STATE AND FEDERAL REGULATIONS. INSTALL NEW TEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT • ft - 2 3 • - 4 5 6 6 AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. ) ) EXIST. PIPE (SIZE AND MATERIAL PER PLANS) PROPOSED MAIN SIZE PVC PIPE EXIST. PIPE (SIZE AND MATERIAL PER PLANS) __.,~ --◄I~-- MAIN SIZE TRANSITION COUPLING (SEE NOTE) 3' MIN MAIN SIZE NOIES: TRANSITION COUPLING (SEE NOTE) AN MJ DI SLEEVE SHALL BE USED WHEN EXISTING PIPE IS PVC OR DUCTILE IRON. TRANSITION COUPLINGS SHALL BE USED FOR ALL OTHER PIPE MATERIALS. PIPE RECONNECTION r1" SCALE: 1 /2" = 1 '-o• 8" BF 405 N05 341 12" GV4 EXISTING 12· FLG TEE 000 • (PROTECT IN PLACE)~V ,<.;. \ 'N05_0 ~ ) 12" BFV ""I N05_062 ' ~ ~5 12'' BFV N05 101 12" RWGV INSTALLED PREVIOUSLY 440Q, 0'.'"' 481 o ~ '~\ t>': EXISTING 12" AC PIPE 4" I N05 CHANNEL PL & 44TH ST BALBOA BLVD &44TH ST NOT TO SCALE ED 05 038 EXISTING 12" AC PIPE BALBOA BLVD & 38TH ST ED NOT TO SCALE , " BF\ / 05 1E '\ ~~~~ 1/ EXISTING 6" AC PIPE :>: ·). EXISTING 6" AC PIPE ,r.Q,, ,, , • C. - U' "'00~ ' '-"o >'...;«" u',-, <9 ti'~ u',,_ MARCUS AVE & ALLEY NOT TO SCALE ED 4" Gv , EXISTING 4" AC PIPE '"f, N05_13 \ "I EXISTING a• AC PIPE FINLEY AVE &ALLEY NOT TO SCALE EXISTING 6" AC PIPE & 9 ''',~/ <91 ,, ~ <"n . r, tlfi. " ' ~~ , '"~ ~? \ \ ,,. EXISTING 6" PVC PIP 9:,cf'.> ~~~~_;;_-;;7,~ " <.i'u' ~ \ CC EXISTING 6" AC PIPE MARCUS AVE & ALLEY NOT TO SCALE ED 001\1S I RIJCTION NOTES (D INSTALL 12· C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L [~~~~~] @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L INSTALL 4" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING STD-106-L INSTALL 12" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-510-L-C. 0 INSTALL 6" FLGxMJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L. = @) 12" DI 45" ELBOW [~~=!,-~~~=) 67 6" TRANSITION COUPLING 68 4" TRANSITION COUPLING & @ 6" DI FLG TEE @ INS'fALL 12" F'LG RESILIENT WEflCE CATE 't'AL'f'E (et 150) PER CNB --,$5'1TnllAHN9B1AlliFRffl9H9BIRttA~•t,MMN16GHST95fl3~58Bt8-L,-,Alrl'Nlll9HS5'T9FB-~51tt81-1=L-<8&..------ @ INSTALL 4" MJ RESILIENT WEDGE GATE VALVE (CL 150) PER CNB STANDARD DRAWING STD-508-L AND STD-511-L-C. 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS. ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARlMENT 48 HOURS IN ADVANCE OF SHUTDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARlMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER MAIN DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOTES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSITE. RECORD DRAWING 0 C 0 1 0 u .,, E 0 N "' 0, -0 9-., o> C "j; [' 0 .,, ~ 0 u " tl:'. I N ;?- (/) "' (/) < ----------------------------------------------------------------------------------------------1/ (/) w ~ & 07 /24/19 RECORD DRAWINGS REVIEWED: ; 0 1---1-----1----------------------------+-----1 VARIOUS VALVE REPLACEMENTS AND DETAILS g PATRICK ARCINIEGA, RCE 70740 o SENIOR CIVIL ENGINEER '° 1---1-----1----------------------------1---l-::Dc::ESc::'IG::::N'::'ED~:"'-"'"'r'-=D~RA:..::WNa:.a:=:.:.-+--------------------r---------t~ NGH ~ -------~ APPROVED CHECKED: DA TE: SHEET OF ;)- p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS NG 12 01 16 ..._ ____________________________________________ ___. _______ ___._ _____________ _._ _ _._ ___ _._ _________________________ ....,_ __ _._ ___ ........,..,_ _ __.__......_ ........ __________________ ....,_ _____ ____,:::;; 26 NUMBER W-5353-S 26 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT LIDO VILLAGE WATER MAIN REPLACEMENT PROJECT C-7001-2 LOCATION DETAILVALVE NUMBER NOTE: 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 CITY OR THE OWNER(S) HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL OF THE UTILITIES INVOLVED. J -- ((, 0 '" \. (/ (if>· '\. -!" Qi) )r==!J. 9:: ID a. s: w z 0,.\s---,1 ~ NOT TO SCALE VALVE REPLACEMENT LOCATIONS VALVE REPLACEMENTS 0 M05_048 BALBOA BLVD &: ALLEY S/0 33RD ST ~ M05_051 BALBOA BLVD &: ALLEY S/0 33RD ST @] M05_050 BALBOA BLVD &: ALLEY S/0 33RD ST lg] M05_049 BALBOA BLVD &: ALLEY S/0 33RD ST @] M05_085 SEASHORE DR &: 34 TH ST [El M05_188 BALBOA BLVD c!c ALLEY S/0 32ND ST ~ M05_178 BALBOA BLVD c!c ALLEY S/0 29TH ST ~ M06_042 LAFAYETTE AVE c!c 32ND ST @] M06_043 LAFAYETTE AVE c!c ALLEY S/0 32ND ST 1) APPROXIMATE LENGTH OF PROPOSED PIPE SPOOLS FOR WAlER MAIN RECONNECTION IS 2'±. ACPNOIEd 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 FITTINGS. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL. STAlE AND FEDERAL REGULATIONS. INSTALL NEW lEE/VALVE ASSEMBLY AS SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS SlEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING PER SPECIFICATIONS AND DI OR AWWA C-900 (DR-14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MAlERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. 1 1 1 1 2 3 4 5 6 EXISTING 12" AC PIPE ~ .,~ 7:, f. EXISTING 6" AC PIPt ' L EXISTING 12· AC PIPE 8 EXISTING 1 FLG CROS (PROlECT IN PLACE ~A BLVD &ALLE'I' ED EXISTING 6" AC PIPE ' • ' ~ ,,~ ' \ ~ 1-{;) -- EXISTING 6" AC PIPE ~~ORE DR & 34TH ST ED EXISTING 12" Av::E/2~ , o; <,_.<:> >-if. 12" GV ,I}-M05_ 191 ~o Buried Valve 'b~ "'].,']., i"' EXISTING 6" AC. PIPE EXISTING 12"X6" FLG 1EE (PROTECT IN PLACE) ~;,. EXISTING 12" AC PIPE o' V '-\ ,,._ BALBOA BLVD & ALLEY NOT TO SCAILE MO \ EXISTING 6" AC PIPE \'o <?0 \ \ EXISTING 12"x6" FLG lEE (PROlECT IN PLACE) EXISTING 12" AC PIPE BALBOA BLVD & ALLEY® NOT TO SCALE _ EXISTING 12" AC PIPE \ _$ See Detail 032 M06 7 1-a..-,--ir=-,-,'-----i~EXISTING 12"x6" FLG lEE (PROlECT IN PLACE) ...._ ______ __, ! LAFA'rl: I IE AVE & 32ND ST ~ NOT TO SCALE 0 530 ALLEY LAFAYEI IEAVE&ALLEY NOT TO SCALE EXISTING 12"x8" FLG TEE (PROlECT IN PLACE) ED co~s I RuCTION NO IE$ G) INSTALL 12• C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULAlED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING SID-106-L @ INSTALL 8" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULATED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING SID-106-L @ INSTALL 6" C-900 (DR 14) PVC PIPE, INCLUDING 10 GAUGE INSULAlED TRACER WIRE. INSTALL PER CNB STANDARD DRAWING SID-106-L @ INSTALL 12" FLGxMJ RESILIENT WEDGE GAlE VALVE (CL 150) PER CNB STANDARD DRAWING SID-508-L AND SID-510-L-C. @ INSTALL 8" FLGxMJ RESILIENT WEDGE GAlE VALVE (CL 150) PER CNB STANDARD DRAWING SID-508-L AND SID-511-L-C. (D INSTALL 6" FLGxMJ RESILIENT WEDGE GAlE VALVE (CL 150) PER CNB STANDARD DRAWING SID-508-L AND SID-511-L INSTALL WET BARREL FIRE HYDRANT PER CNB STANDARD DRAWING SID-500-L. 6" DI lEE 12" DI 45" ELBOW 12" TRANSITION COUPLING 8" TRANSITION COUPLING 6" TRANSITION COUPLING 6" DI 90" ELBOW 1-110 I Ed 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 36" BELOW FINISHED SURFACE. 4. CONTRACTOR TO PROVIDE SUPPORTS FOR PIPES/CONDUITS CROSSING ABOVE THE PROPOSED PIPELINE PER SPPWC 224-1. 5. ALL WATER MAIN FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINTS WITH RETAINER GLANDS UNLESS SPECIFIED OTHERWISE. FITTINGS SHALL CONFORM TO AWWA STANDARDS C-110 (ANSI A21-10). ALL WAlER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY STANDARD SPECIFICATIONS. 6. ALL TRAFFIC LOOPS, STRIPING, REFLECTORS, ETC. SHALL BE REPLACED IN KIND. 7. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUIDOWN OF ANY FIRE HYDRANTS. THE CONTRACTOR SHALL NOTIFY THE CITY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ANY TRAFFIC LANE CLOSURES. 8. THE CONTRACTOR IS RESPONSIBLE FOR ALL WAlER MAIN DEWAlERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. 9. WHEN CUTTING, REMOVING OR CONNECTING TO EXISTING AC PIPE, CONTRACTOR SHALL REFER TO "ACP NOlES". 10. TO IDENTIFY AREAS UNDER STREET MORATORIUM AT THE TIME OF CONSTRUCTION, CONTRACTOR SHALL REFER TO THE MOST RECENT EDITION OF "STREET AND ALLEY MORATORIUM UST AND EXCAVATION" PER THE CITY OF NEWPORT BEACH WEBSllE. RECORD DRAWING 0 C 0 -!!/., 0 u .,, E 0 N "' 0) 0, ;, -c, "' 0 9-., 0, C "j; [' 0 .,, ~ 0 u " tl:'. I N ;?- (/) "' (/) < ------------------------,,-----,------,-------------------------...... -----,,--------------------------------------1/ (/) w ~ .&. 07 /24/19 RECORD DRAWINGS REVIEWED: ; 0 1---1-----1----------------------------+------1 VARIOUS VALVE REPLACEMENTS AND DETAILS g PATRICK ARCINIEGA, RCE 70740 o SENIOR CIVIL ENGINEER '° 1---1-----1-----------------------------1---l-::Dc::ES""1G::::N'=ED~:-'--"'-"r'-=D~RA:.::WNa:.a:=:.:.-+--------------------r---------1~ NGH ~ -------~ APPROVED CHECKED: DA TE: SHEET OF ;)- p s 0 M A s 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS NG 12 01 16 ..._ ____________________________________________ ___. _______ __._ _____________ ...... _ ...... ___ ...... _________________________ ...._ __ ...... ___ ........ ..._ _ __.__......,...._ __________________ ...._ _____ ____,:::;;