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HomeMy WebLinkAboutW_5317_SCI TY OF COSTA MESA ~ PROJEC T LOCA TION UNIVERSIT~ VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE ,,0, FIRE HYDRANT BLK BLOCK CATV CABLE TV rii!l WATER METER Cl CAST IRON &] STREET LIGHT PULL BOX Ii_ CENTERLINE CNB CITY OF NEWPORT BEACH ~ TRHFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :q----o STREET LIGHT C&G CURB AND GUTTER E EAST/ELECTRIC @ WATER VALVE EC END CURVE ECR END CURVE RETURN (:-GUY WIRE EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE ® VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE "" IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END 11!<1 CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT ~ CORING LOCATION MAX MAXIMUM MJ MECHANICAL JOINT ® ELECTRICAL MANHOLE MIN MINIMUM [D ELECTRICAL PULL BOX NG NATURAL GROUND N NORTH ~///U// // ,g BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---Ii_---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sea SEWER CLEANOUT SMH SEWER MANHOLE ---G---GAS LINE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK s SOUTH --T--TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CA TV-CABLEVISION LINE STL STEEL T TELEPHONE --SP~-SPRINKLER SYSTEM w WEST/WA TER -x-x-x-FENCE W/ WITH BLOCK WALL PUBLIC WORKS DEPARTMENT BALBOA ISLAND WATER MAIN REPLACEMENT PHASE I BALBOA AVENUE & OPAL AVENUE C-7173-1 . NO. 47961 LEGEND NEW AC PAVEMENT APPROVED: __ ~~---J"-''enkcc.c__.c-U:.-'{kc.c__,_ __ • _· _________ _ DEPJ+f PWD / CITYENGINEER RC.E. NO. 61527 NEW PCC PAVEMENT PAVEMENT GRIND & OVERLAY CONSTRUCTION NOTES (i) CONSTRUCT 12-INCH DIAM ETER C-900 PVC WATER MAIN (SDR -14 ) PER CITY STD-106-L 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L G) CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR -14) PER CITY STD-106-L 0 REMOVE EXISTING W.A TER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502-L WITH METER BOX AND COVER ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 2" METER SERVICE PER CITY STD -5 03-L WITH METER BOX AND COVER ® REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106 -L (j) REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CI TY STD-106-L. ® INSTALL 8" CLASS 150 (FE X MJ) RESI LI ENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CI TY STD-5 08-L, STD-510-L-C, AND STD-5 11-L ® INSTALL 6" CLASS 150 (FE X MJ) RESILIEN T WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CI TY STD-508-L, STD-510-L-C, AND STD-511-L @ INST.ALL 12" CLASS 150 (FE X MJ) RESILIEN T WEDGE GA TE VAL VE WITH VAL VE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD -511 -L @ CONSTRUCT THRUST BLOCK PER CI TY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREE T @ INSTALL NEW FI RE HYDRANT ASSEMBLY PER CITY STD-500-L FIRE HYDRAN T SHALL BE STANDARD STYLE WET BARREL AVK 2470 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER @ INSTALL 6" X 4" (MJ X MJ) DUCTILE IRON REDUCER @ INSTALL 8" X 6" DUCTI LE IRON TEE (FE X MJ) @ INSTALL 8" X 6" DUCTI LE IRON TEE (FE X FE) @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" X 8'' (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" X 8" DUCTILE IRON TEE (FE X FE) @ INST/I.LL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAP TER @ INSTALL 12" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 12", 22 1/2' DUCTILE IRON BEND (FE X MJ) @ INSTALL 12", 11 1/4" DUCTILE IRON BEND (FE X FE) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) ® INSTALL 8", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X FE) ® INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER {3) INSTALL 6", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 10" X 8" (FE X FE) DUCTILE IRON REDUCER ® INSTALL 6", 22 1 /2' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 22 1 /2' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 11 1/4' DUCTILE IRON BEND (MJ X MJ) DATE: J!J-B'• (7 DATE: /0-lf-'ZLJf 7 @ INSTALL 12" X 4" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ CONS TRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L @ INSTALL 4" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8" X 4" (FE X FE) DUCTILE IRON REDUCER @ REMOVE INTERFERING POR TIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABA NDON IN PLACE @ INSTALL 6", 11 1/4' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8", 45' DUCTILE IRON BEND (FE X MJ) @ INSTALL 12" DUCTILE IRON LONG BODY TRANSI TION COUPLING (PVC X CIP) ® CONSTRUCT 10-INCH DIA~1ETER C-900 PVC WATER MAIN (SDR -14) PER CITY STD-1 06-L @ INSTALL 4" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CI TY STD -508-L, STD-510-L-C , AND STD-511-L @ INSTALL 4" DUCTI LE IRON LONG BOD Y TRANSI TION COUPLING (PVC X ACP) @ INSTALL 12", 45' DUCTILE IRON BEND (MJ X MJ) @ PROTECT IN PLACE @ INSTALL 6" CLASS 150 (MJ X MJ) RESILIEN T WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD -510-L-C, AND STD-511-L @ CONSTRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ RECONSTRUCT PORTION OF EXIS TING PCC SIDEWALK PER CITY STD-180-L GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIA L PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAI LABLE RECORDS_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. STATIONING REFERS TO PIPE STATIONING. 4. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM. SLOP ING OF THE GROUND OR OTHER EQUIVALENT MEANS, TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICA TES THAT HAZARDOUS GROUND MOVEMEN T MAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMI T TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L_ ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E- 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. 9. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AND LANE CLOSURES AT (949)644-3106. 11. ALL FLANGE JOIN TS SHALL BE JOINED UTILIZ ING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA -N RUBBER. 12. FLEX AND TRANSITI ON COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICA TED FROM TYPE 316 STAINLESS STEEL. 13. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAI NTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STE ELS OR DUCTILE IRON WHERE APPROPIA TE, BUT MUST BE COATED LIBERALL Y WITH CORROSION PROTECTIVE MASTIC COMPOUND. 14_ BOLTED CONNEC TORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 15. ALL BOLTED AND THREADED FASTNERS SHALL BE MAN UFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTNERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 16. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUB LIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949)644-3311 FOR PUBLIC WORKS AND (949)644-3011 FOR THE UTILITIES DEP ARTMENT. 17_ WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES . 18. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS 19. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNEC TION POINTS PRIOR TO COMMENCEMEN T OF CONSTRUC TION. 20. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAINS A 10 GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTI LITIES DEPARTMENT REPRESENTATIVE, LOREN LOVE (949)718 -341 0 21 . THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STD-502-L. 22. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHAL L 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 REQUIREMENTS . A GEOTECHNICAL REPORT HAS NOT BEEN PERFOR MED FOR THIS PROJECT. HOWEVER, CONTRACTOR MUST ACCOUN T FOR HIGH TIDE CONDITIONS DURING CONSTRUC TION. DURING HIGH TIDE, STORM DRAINS MAY NOT BE FUNCTIONAL FOR DISCHARGE OF DEWATERING FLOWS. 23. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW CON1\IECTING 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 LONG BARR EL 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 INSTA LLATION. C 0 C 0 ~ u, 0 " 0 E Q_ N ,n N ~ <D u, 0 _r: CL I (f) " ~ "' <fl 5' / ~ 1-------------------------------------------1 a3 E SHEET INDEX SHT NO_ DESCRIPTION OJ TITLE SHEET [I) LOCA TI ON MAP [TI BALBOA AVENUE 8" WATER MAIN STA. 10+00.00 TO STA_ 22+00.00 COLLINS AVENUE 6" W./\TER MAIN STA. 10+00.00 TO STA. 12+26.19 [Ij B./\LBOA AVENUE 8" WATER MAIN STA_ 22+00.00 TO STA. 29+20.65 []J OPAL AVENUE 12" WATER TRANSMISSION MAIN STA. 10+00.00 TO STA 16+13_54 [II DETA ILS [TI VALVE (CUT-IN) REPLACEMEN TS & DETAILS RECORD DRAWINGS These Record Drowlnge hoY8 been prepared based on inform<:1Hon submitted, In port, by others. While this information Is bellewd to be rel1able, City of Newport Beoch is not responsible for Its accuracy, nor for errors or omissions whlch may haw been incorporot•d Into theee plans as a result. <D " 0 Q_ <D Ct: C 0 ::a -0 C 0 vi 0 0 .D 0 CD If) I " ~ ,,., ,n i 0:-w >- <l'. s: / D> C ~ <D '" C D> C w PIPE, VALVES AND APPURTENANCES C-7173-1 ~ 1-----------------------.-------------------------------------~------------------------------,----------.-------------.-----------l------------,-------------------------------I ~ BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED APPROVAL RECOMMENDED: REVIEWED TITLE SHEET 0 ya~ BALBOA ISLAND WATER MAIN REPLACEMENT 1 C./\LL TOLL FREE 1-800-422-4133 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6297 AND STATION GPS NO. 6298 BEING N53'39'24"W PER RECORDS ON FILE I THE OFFICE OF THE ORANGE COUN TY SURVEYOR. BENCHMARK: OCS BM NB3-19-92, ELEV. 6.455 NAVD88 OCS 1995 ADJUSTMEN T, YEAR LEVELED 1992. ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE NORTHWEST CORNER OF PARK AVE_ AND COLLINS AVE., 15 FT. NORTH OF THE CEN TERLIN E OF PARK AVE., 35 WEST PF THE CENTERLINE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CI TY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 NIGHT (949) 644-3717 ~ ~rGEO EMUROOcH UTILITIES DIRECTOR ~Ee S ACOR!, RCE 462;4 SSISTANT CITY ENGINEER DATE: \0-"l--\7 No. 70740 Exp. 06-30-18 PATRICK AR NI , RCE 70740 PHASE I ~ SENIO NGINEER m,:: BALBOA AVENUE & OPAL AVENUE 1------.-------1----------------------~---------1 .'? CITY OF NEWPORT BEACH W-5317-S i DESIGNED: DRAWN: AC AC CHECKED: PA DATE 10 3 17 PUBLIC WORKS DEPARTMENT SHEET 1 OF 7 ? L-----------------------L-------------------------------------L.------------------------------1----------1------------'------------L---_.,:..:;:.i __ .,:,;;;.~.;.:,.1----------------------l----...,;_---....I C- OF COLLI NS AVE. SET IN THE SOUTHEAST CORNER OF A 4 FT. BY 6 FT_ CONCRETE CATCH BASIN. CITY OF COSTA MESA PA.C/Ftc ~ PROJECT LOCATION JOHN WAYNE AIRPORT C "%--,,,,:, ~ 01' CITY OF IRVINE # VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALl/f. @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN 1/f.RTICAL CURl/f. ;(). FIRE HYDRANT BLK BLOCK CATV CABLE TV ill WATER METER Cl CAST IRON STREET LIGHT PULL BOX ct. CENTERLINE ISl:J CNB CITY OF NEWPORT BEACH In) TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR ~ STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURl/f. GUY WIRE ECR END CURl/f. RETURN c-EVC END VERTICAL CURVE t,. SURVEY MONUMENT EXIST EXISTING FLG FLANGE ~ SIGN FE FLANGED END FL FLOW LINE ~ VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALl/f. lliil IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOl/f.D END [l'lJ CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT -' CORING LOCATION MAX MAXIMUM ® MJ MECHANICAL JOINT ELECTRICAL MANHOLE MIN MINIMUM [£J ELECTRICAL PULL BOX NG NATURAL GROUND N NORTH ~///ll//t/t'.1 BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END ----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---ct.---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G---GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK s SOUTH --T TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STIL STEEL --SP--T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BLOCK WALL PUBLIC WORKS DEPARTMENT BALBOA ISLAND WATER MAIN REPLACEMENT PHASE I BALBOA AVENUE & OPAL AVENUE C-7173-1 APPROVED: ___________________ _ DATE: ______ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 LEGEND ~--~I NEW AC PAl/f.MENT APPROVED: ___________________ _ I; . . . .. I NEW PCC PAVEMENT ~ PAVEMENT GRIND & OVERLAY CONSTRUCTION NOTES CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L ® CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN {SDR-14) PER CITY STD-106-L 0 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN {SDR-14) PER CITY STD-106-L © REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502-L WITH METER BOX AND COVER ® REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 2" METER SERVICE PER CITY STD-503-L WITH METER BOX AND COVER ® REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN {SDR-14) PER CITY STD-106-L 0 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L. ® INSTALL 8" CLASS 150 {FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L ® INSTALL 6" CLASS 150 {FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 12" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE WET BARREL AVK 2470 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES DEPUTY PWD / CITY ENGINEER R.C.E. NO. 61527 @ INSTALL 6" X 4" {MJ X MJ) DUCTILE IRON REDUCER @ INSTALL 8" X 6" DUCTILE IRON TEE {FE X MJ) @ INSTALL 8" X 6" DUCTILE IRON TEE {FE X FE) @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" X 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 12" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 12", 22 1/2' DUCTILE IRON BEND (FE X MJ) @ INSTALL 12", 11 1/4' DUCTILE IRON BEND (FE X FE) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ INSTALL 8", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 6" DUCTILE IRON TEE {FE X FE) @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6", 45" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 10" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 11 1/4' DUCTILE IRON BEND (MJ X MJ) DATE: ______ _ @ INSTALL 12" X 4" (FE X FE) DUCTILE IRON REDUCER ® INSTALL 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ CONSTRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY SID-106-L @ INSTALL 4" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8" X 4" (FE X FE) DUCTILE IRON REDUCER @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ INSTALL 6", 11 1/4' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8", 45' DUCTILE IRON BEND (FE X MJ) ® INSTALL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @) CONSTRUCT 10-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY SID-106-L ® INSTALL 4" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L ® INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) (§:} INSTALL 12", 45' DUCTILE IRON BEND (MJ X MJ) @ PROTECT IN PLACE @ INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L ® CONSTRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY SID-515-L @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY STD-180-L GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. STATIONING REFERS TO PIPE STATIONING. 4. 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. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTILY WRAPPED AND TAPED TO PIPE WITH 10 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD-510-L. 9. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AND LANE CLOSURES AT (949)644-3106. 11. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 12. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 13. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPIATE, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 14. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 15. ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTNERS SHALL BE ACCOMPANIED BY WIRITTEN CERTIFICATION FROM THE MANUFACTURER. 16. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT {949)644-3311 FOR PUBLIC WORKS AND (949)644-3011 FOR THE UTILITIES DEPARTMENT. 17. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 18. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 19. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 20. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAINS A 10 GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTILITIES DEPARTMENT REPRESENTATIVE, LOREN LOVE (949)718-3410 21. THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STD-502-L. 22. 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 REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PERFORMED FOR THIS PROJECT. HOWEVER, CONTRACTOR MUST ACCOUNT FOR HIGH TIDE CONDITIONS DURING CONSTRUCTION. DURING HIGH TIDE, STORM DRAINS MAY NOT BE FUNCTIONAL FOR DISCHARGE OF DEWATERING FLOWS. 23. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW CONNECTING PIPE, FITTINGS, AND VALVE. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL 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. C 0 C C ~ Ill C u C E a_ <D ,,., QJ Ill C ..c a.I (/) r-- ;;:j §, ~ --------------------------------------C SHT NO. DESCRIPTION [I] TITLE SHEET [Ij LOCATION MAP SHEET INDEX IT] BALBOA AVENUE 8" WATER MAIN STA. 10+00.00 TO STA. 22+00.00 COLLINS AVENUE 6" WATER MAIN STA. 10+00.00 TO STA. 12+26.19 [I] BALBOA AVENUE 8" WATER MAIN STA. 22+00.00 TO STA. 29+20.65 @J OPAL AVENUE 12" WATER TRANSMISSION MAIN STA. 10+00.00 TO STA. 16+13.54 []J DETAILS [zJ VALVE (CUT-IN) REPLACEMENTS & DETAILS 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 for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. C-7173-1 QJ E QJ u C a_ QJ £l:'. C C :::;; L QJ ~ ~ 'C C C 'iii C 0 _(l C rn (/) I r--~ ,,., "' t £l:'. ~ ; c,, C ·;:: QJ QJ C c,, C _';;!- 0 t------------------------,------------------------------------.------------------------------.----------r----------r-----------1-------------.------------------------------to <( CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6297 AND STATION GPS NO. 6298 BEING N53'39'24"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: OCS BM NB3-19-92, ELEV. 6.455 NAVD88 OCS 1995 ADJUSTMENT, YEAR LEVELED 1992. ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE NORTHWEST CORNER OF PARK AVE. AND COLLINS AVE., 15 FT. NORTH OF THE CENTERLINE OF PARK AVE., 35 WEST PF THE CENTERLINE OF COLLINS AVE. SET IN THE SOUTHEAST CORNER OF A 4 FT. BY 6 FT. CONCRETE CATCH BASIN. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMM UNI CATIONS DAY (800) 624-8153 (800) 611-1911 (800) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 NIGHT (949) 644-3717 APPROVAL RECOMMENDED: GEORGE MURDOCH UTILITIES DIRECTOR DATE: ______ _ APPROVAL RECOMMENDED: MICHAEL J SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DATE: ______ _ REVIEWED: PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER TITLE SHEET BALBOA ISLAND WATER MAIN REPLACEMENT PHASE I BALBOA AVENUE & OPAL AVENUE ;3- 'C :ii C ..c ~ rn I-----~-----+---------------------~-------~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5317-S ~ Ill CHECKED: DA TE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 7 3-PA 10317 ,._ ____________________ ___. __________________________________ ..... ___________________________ ..._ _________ .._ _________ .._ _______ ___. ______ ....., __ ...._...._...._ ____________________ ..._ ______ __._ Cl) z ...J ...J LEGEND @-INDICATES SHEET NUMBER --=--=-- 3 10' [ >-[I] ::, 0:: w ::, z ~ >-[I] ::, 0:: r------i 7 0 z 0 ::;; < 0 w ::, z ~ 0 z 0 ::;; < 0 " LOCATION MAP SCALE: 1" = 1 oo' NO. DATE DESCRIPTION OF REV1SIONS w 0:: I 0.. 0.. < Cl) w ::, z w ;'c w 0:: I 0.. 0.. cli w ______ _ J J ------------------- _E!A.LB~ ...J ~ 0 u w ::, z ~ ...J ~ 0 u --=--=-- L--J No. 70740 Exp. 06-30-1 CJVI\, OF Cl,l.o < z w ...J 0 0.. < w ::, z w ;'c < z w ...J 0 0.. < ( l • REV1EWED: SENIOR ENGINEER f- ~ I f-w ::;; < w ::, z ~ f-Cl) [ [ ' ~ z 0 l l- '. w z ii: < ::;; [ .. • F;l!:"--~"'i-....---J I j...j.-~~-'l'ee[e-----1 1 l. C a C C ..., "' C u C E C. " ,,., QJ "' C ..c: a.I (/) " ;;:j §, ..., C QJ E QJ u C C. QJ a:: L QJ ..., ~ "Cl C C "' C a -" C m (/) I " -,,., ,n I ~ a:: ~ <( ~ "' C ·.:: QJ QJ .!: "' C C-7173-1 1 0 LOCATION MAP ~ BALBOA ISLAND WATER MAIN REPLACEMENT ~ ..c: PHASE I ? BALBOA AVENUE & OPAL AVENUE m r==-----~-------+----------------------.----------1~ DESIGNED: DRAWN: W 5317 S "' AC AC CITY OF NEWPORT BEACH - -~ "' PUBLIC WORKS DEPARTMENT SHEET 2 OF 7 .3-CHECKED: DA TE: PA 10317 BEGIN CONSTRUCTION ,-..._,-..._ 8" PVC WATER MAIN 11 19 STA. 10+00.00 EXISTING 6"W(CIPJ' I \ FUTURE PHASE Ill REPLACEMENT -------"~--1 SEE DETAIL "A" / _ ....___✓ON SHEET 6 ' I I , lz I I N 53"08'03" W 37.68' X l'A.1-0+ 3 7. 68 ,-..._,-..._,-..._ -'---t.R /W -600- XISTING SIDEWALK EXISTING CURB 6' D EXISTING ---1=-TI 6"W(ACP) EXISTING--+-+-, 8"S{VCP) / STA. 11 +59.85 8" CROSS SEE DETAIL "B" ON SHEET 6 I -0 t'l I w => z w ~ I 0 >-0 t'l ca I * => 0:: EXISTING ---±----J.. 6"W(ACP) EXISTING --1----lH --8 "s(v;;,.c:ci'p ),----,=\=i:l EXISTING CURB STA. 13+81.41 8" CROSS SEE DETAIL "C" ON SHEET 6 (/] 8" PVC WATER MAIN -747--749- ow z => Oz ~w ~> 0 <( -800-l--R/W I XISTING SIDEWALK ~-~ 0 0 '--'.-----_,...--,x,---"'---x--'-"--~L----'+----,E ---E ---E ----B X E ~ E E x-[_ X E -E ~ I '-a, -'-N ~ I '-'- I\/ 'V I I I I I I --I N I / 3 w => z w ~ Cf) z .....J .....J 0 (.) E 3 6' ~-3' 29'-o" 40'-Q" - 9 0 0 + N - a, ,,-; N N $ w ' r--- IX) ... i::, z 0 0 + -- 27 w I 11 I <O N N I <O N N I 11+00 1'"' ~ I H"d==-= WI I w w ' j e:j w w w 1 • w w x-- 1 I st N N I 6" PVC WATER MAIN I I ~ N N N N I N N I STREET LIGHT 55 CONDUIT I 0 N N I I IN IXl; EXISTING -N IXl CURB I -N I I <O -N I I N --.... <O -N EXISTING -+---+1 8"S(VCP) I I R/W I \ STA. 10+00.00 BEGIN CONSTRUCTION 6" PVC WATER MAIN COLLINS AVENUE I / ( \ w I \ I ± S I EXISTING --+-+<H / 'j' ;'!: ~ 4"W(ACP) '-I ~ ----~ w L 'j' EXISTING ____..-l-i I I - - SIDEWALK J L SEE DETAIL "p" EXISTING CURB 3' ON SHEET 3 CONSTRUCTION NOTES 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L 0 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L ® INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STID-508-L, STID-510-L-C, AND STD-511-L ® INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STID-508-L, STID-510-L-C, AND STD-511-L @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STID-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE WET BARREL AVK 2470 @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ ABANDON EXISTING WATER MAIN IN PLACE @ INSTALL 6" X 4" (MJ X MJ) DUCTILE IRON REDUCER @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 8" DUCTILE IRON TEE {FE X FE) ® INSTALL 8", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 6", 45' DUCTILE IRON BEND (MJ X MJ) @ CONSTRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L ® INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING {PVC X ACP) ® PROTIECT IN PLACE @ INSTALL 8", 90' DUCTILE IRON BEND (MJ X MJ) @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "O" ON SHEET 6 @ INSTALL 8", 45' DUCTILE IRON BEND (FE X MJ) @ INSTALL 8", 11 1/4' DUCTILE IRON BEND (FE X MJ) N 89"11'45" W 600' 13+00 ' ' 0 0 I I . 0 AVENUE -... t'l E ~ rr,= I I I ~ I "' -r---I N <O r---N N N I ~ ~ N I "' ------- ~1 :;,---l --j=c=I =~ EXISTING _c 4"W(ACP) p CJ1 w I J ------ 1 -7 ----~ :tt1--1t---EXISTING 6"W(CIP) ~ FUTURE PHASE Ill W -R/w STA. 18+21.33 (/] REPLACEMENT I .....J ......, 1-D r --Q:; w I => I a.. z I 0 -801- ~ 1 8" CROSS I I c2 z--' I -o I I 1-,1---EXISTING o I 2,.._~1-~-EXISTING SIDEWALK O 1 _ ~7 EXISTING SIDEWALK\ g 7 I 6~E S~~i1L6 E \_ I ~ 8"S(VCP) :.... 7 Q W I O 0 ,.. ~ > / EXISTING CURB -0 ci -J ~[,,> EXISTING CURB -I 1--~ l (.) <( / LC) I~ -w'tt-1===~' ::_-rr~l"~=c ~c!J;;;:;;~£/~tV I I /_ ...... -'t908--' -~ I I L ,. ~ 0 a.. w w I t'l ~ ~ II ~ill q ~ I ~ M (/] I~ 7\4"; ~ ---9 I I / \ \ ' + -, t=X ,____\ / "--D---~--_s-~~7--"-,""= 0 M / \ . I-~ i1 _..:::::::,'.:::::::~:::::'.::::~:'.::::'.::::=~~======:::.-i, ______ i::==============4' :i:,===-.J~~:::=i::::1====:!==:t2=:;:$;===~,==::::::::...._.,....,,... __ ::::; "-..:::;;::==~-'.:::==~==~=i=:::I C'\I 1- / 1 I ' I I N 89'12'17" W 405' 1s ' <( W (z 17+00 18+00 19+00 20+0( <( W \ I-W j_ STA. 16+01.60 \.=., w \ / I-W cnw Icn "' /,_.....____~8"_cR_oss_ ----BALBOA ---"---/ -VENUE cnw cnI / SEE DETAIL D .______ ~ ../ ' ' j 0() ' I b IXl '°') I I ' ·o a, ., ' -f-N st I ___L Z W c--ON SHEET 6 Z W ' --w .....JW .....J Cf) .. ,,_. Cf) ~ / ' -I -- I * 1 r-:7 I o i II R/W -7 1 ° - r i~' I : l j : -n 77 I - -. -,~- ,r ~ I ' ' I I I I --A 0 ~11 ~,: ~ ~ w I J, EXISTING CURB -~ ~ I ~ ~ EXISTING ~ . ' ~ r-10"S(VCP) CJ1 13: EXISTING 8"S(VCP) I I r--- I I I st I I I EXISTING p--4"W(ACP) r --0 - - - -~ CJ1 ,1 ::: I I _J N I N I - - I I{) N N I I r---N N I w 1 EXISTING SIDEWALK~ f---- ----- ---- I ... N N -- I EXISTING 6"W(CIP) L... FUTURE PHASE Ill II> REPLACEMENT ~ l - - ~,--1 7 L~ N N I ----- EXISTING--+---.'( SIDEWALK EXISTING-I R/W I I 16 43 15 >-+---m EXISTING--+-----, CURB 1111 EXISTING--+----+----< 4"W(ACP) 1 4' 3' DETAIL "P" NOT TO SCALE N I N I I - I C-7173-1 C: a C: C ..., "' C u C E C. a, t'l Q) "' C .c: a.I CJ1 r--- ;;:j §, ..., C: Q) E Q) u C C. Q) "' C: C :::;; L Q) ..., ~ "Cl C: C 1ii C a ..0 C m CJ1 I r----t'l I{) t "' ~ ; c,, C: ·;:: Q) Q) C: c,, C: _';;!- 0 ,---,--.-----,------------------------,,----------,-----------.------------------------------to ffi 06/11/18 PER AS-BUILT REVIEWED: PLAN AND PROFILE ; NO. DATE DESCRIPTION OF REVISIONS No. 70740 Exp. 06-30- C)vn, OF CJ,!. PA TRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER "Cl BALBOA ISLAND WATER MAIN REPLACEMENT ~ .c: PHASE I ~ STA. 10+00.00 TO STA. 22+00.00 m 1-----~-----+------------------------,---------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5317-S ~ 1----------1 "' CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 3 OF 7 ;?-PA 10317 ,__ __________________________________________________________________________ _._ _ _._ ___ __. ______________________ ...._ _______ ___. _____ __,_ __ ....,....._ ...... ____________________ ...._ ______ __._ 0 0 . 0 0 + NC") 1----- -- ----ii J "' I I EXISTING _:-:::\=.._!f'9" I I I 0 0 ,,., 8"S(VCP) I .; I I EXISTING --+--t. 6"W(ACP) V) I / i-- 1---L...!l'c-,;;c,-,:;:--=i::::;;:;""'li:--=F---:c/-r C l_ r J J bd T___r ...:c_u, -:f:. ---I I ' I_ 12 \ ~--------------~ ~ - f's - \ I -R/W I EXISTING SIDEWALK\ g EXISTING CURB -I ' I ,-------,______ 11 I ' j 23+00 I-- en >-w I :::) I-z Ww ~~ FUTURE PHASE II -12" WATER TRANSMISSION MAIN I . STA. 27+01 .46 I □ -1---------------II VJ L i J u I \_ ~rr=--=~_-- ----- -----=--::::::.1=x~ ---- ----- --_--I IV) I 8" CROSS I I I 0 0 ,,., I I STA. 24+80.47 STA. 25+82.38 I EXISTING--+--+-1-1 8°° CROSS 8" CROSS W 8"S(VCP) J EXISTING--+--! I --. ,-,- 6.W(ACP) I SEE DETAIL "H" SEE DETAIL;/'I" Ei~ I'-. ...J ---1=1::\'1=~~ b . -ON SHEET 6 ON SHEET 6 1\.7 11,-~ r---~ m ~G~J~1Gp~2;r~c111~) --= 8 I ~,,-,..--' ~ '---! -y z > REPLACEMENT / , ~ 1() ~ ,r--........__ (~L....]H.-L-9""""'~====il=-''--r---+----I " 0 <( / 8 ---;:7 ------· 1 :f:. '\__/\'"" ) 3 * 3 3 -: 3--\-'.-~~==..:==~~---:=--3-~-=~~~~=")~~-i==rE=====S~-E::~1==7,~~........!::a:~~==t===f'=~===='E''=1===:f'===-ci:> .._,. , , ~;t-----+------:--::----"':"""~-,1·~-~"+/i&-----!'+' ------------T"""--,----Jl +---...L..-----------+--+---1 N_ I- ~ ' N 89"13'57" W 600' / " \ 7i q -/1f -- X I I N '-0 ~ ' 0 ,,., 0 "' I 0 ,,., ;,..; -I J I I I ~ 3 3 SEE DETAIL "J" ~\ L... - ON SHEET 6 ,,., ' -EXISTING SIDEWALK I ~ __/ EXISTING CURB -~ =- R/W --i u \ E I E E E D \ ''-' oPM oPM oPM I L / _j_ ...L ..l... _J ~ I-<( w I-w en I wen r \ ....,_,____ - STA. 22+61.47 -~~_8_"_C_R_O_S_S __ BALBOA_ b I b I __b ,,., ! ~ \ 21+00 AVEN --1--UE,---26100 ~ \ 27+/b ;:!: tl1 I ~ _=:_ -,,L _ _ _ / en Ien ----Z WI, -WI \ .....J en r----"~-------'O',- I (.) ' ,- V) ~ ~ 0 0 . 0 0 I V I -1101- 1----- - w z 0:: <( ~ - - I L :;; -1103- EXISTING " 8"S(VCP) ~ EXISTING 6"W(ACP) c ~ -- - l V) I LI □ ...n.. ~~ I 0 0 ,,., I / SEE DETAIL "G" ON SHEET 6 - / ~ I '<-" -e x X II I 1"'---,/ I I -1107--1109-I I I I _J_ __ ' ---- - - I I L <( I R/W V) 0 EXISTING SIDEWALK EXISTING """ EXISTING CURB □ 8"S(VCP) >-□ w EXISTING .....J b 6"W(ACP) I <( 0) + E ---E ----'--\\'l--~------l----1-----1----f-l----l-,----1 CX) """ 1--------, ~ -- C\J V) N 89"13'57" W ·~ 120.65' ' =s . ~ 11 11 m 11 I -0 ,,., I . I-<( w I-w en I w en zw -w 2 GO UNDER EXIST. 18"SD BALBO 'j' 29+00 ~ j . ' ;,-, \ ....,d~'7Ez--'---G-~~~ !;ca-;_~-=--c:::::so -'==~ -= -='\.. sn::::::--3EV)i--':::::so -=r ~-====:..._;===so-== :so: = p st "' ~ ~ ~ AVENUE .....J en ~-r""'-----'-~ I (.) ~ ~ . o! n CONSTRUCTION NOTES I <D u NI N <( I @ CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L ® REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "o" ON SHEET 6 STA. 29+20.65 8" CROSS SEE DETAIL "K" ON SHEET 6 □ V) r-r!!!-----....... -,L-□ co I I EXISTING ..... N 0 I '-8"S(VCP) r---~ """ N N r--- I N EXISTING >-N 4"W(ACP) w I ~---r .....J <( I I ID N N I - -- - END CONSTRUCTION 8" WATER MAIN STA. 29+20.65 - - ' ~~~/ w -1-__..... ......... - -__.,,.. -- ;r; , I C: D l c:~ 0 ,1 > 3 3 7 r - - FUTURE PHASE II -12" WATER -+--t--+-1+-i TRANSMISSION MAIN I "'' P, r' 1. ) r c,/ __ );)~ C lC, ~ , r '-, ,J'-, M ) I ~3 I I I . I <D N I/ N I zw -w 1-------r"-,=EE===YE====~E-===~E"==:::::::::;~,-~".......j _J en " 77 V) ...J-~---t--EXISTING I p-(.) I I ~~ ~ gi y ~--1-¥-.c1r=tt,--~ FUTURE PHASE Ill 1 Is -u-r ~ 8"S(VCP) ' EXISTING 12"W_(_C-IP_) __ ----N--+.,,-~..-'-1 f---b---___________ ---1t--+,t·,a:H"i5~□:'..'::::==--R-EP_LACEMENT ~ -,I l .=>I, •. 0 1 C-7173-1 C: 0 C: 0 ~ U\ 0 u 0 QJ U\ 0 ..c: a_l V) r--- ;;:j §, ~ C: QJ E QJ u 0 a_ QJ £l:'. C: 0 :::;; L QJ ~ ~ 1J C: 0 "iii 0 0 _(l 0 rn V) I r---~ ,,., "' t £l:'. ~ ; "' C: ·;:: QJ QJ C: "' C: _';;!- 0 ,---.,..-----,-----------------------.----------,---------,------------------------------10 PLAN AND PROFILE ; No. 70740 Exp. 06-30- C)vn, OF CJ,!. REVIEWED: PA TRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER 1J BALBOA ISLAND WATER MAIN REPLACEMENT ~ ..c: PHASE I ~ STA. 22+00.00 TO STA. 29+20.65 rn !-----~----+--------------------.,..-------~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5317-S ~ 1----------IUI .._ ______________________________________________________________________ .....__N_o_ • ...__D_AT_E_..._o_Es_c_R_1P_T1o_N_oF_RE_V1_s1_□N_s _____________ ....._ ________ ._c_H_Ec_K_rn_, ___ P_A.._D_A_TE_,_l_.0_3.._1_7...._ ____ P_U_B_L_I_C_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ___ .....__s_HE_E_T_4_o_F_7__,;?, 5 W-5317-S 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-1 OPAL AVENUE PA R K A V E N U E CONSTRUCTION NOTES STA. 10+00.00 TO STA. 16+09.27 PLAN AND PROFILE BALBOA ISLAND WATER MAIN REPLACEMENT PHASE I BE G I N C O N S T R U C T I O N EN D C O N S T R U C T I O N CONSTRUCT 585.44 LF OF 12" C-900 (CL 200) PVC WATER MAIN CONSTRUCT 16 LF OF 10" C-900 (CL 200) PVC WATER MAIN CONSTRUCT 12.11 L.F. OF 8" C-900 (CL200) PVC WATER MAIN 1----------+--------->.,----" .. L-+-'1------------+-----------1------------+-----------1------------+-----------+------------+-----------+------------+-----------+------------+.---l'--.--------l I / C:XIS+ING---SIJRl"AG~VO:~ 1------l 10 f----+----------'c,--+----;:,''----1-----------+--------------ll-------------+------------l---------------b'---C~E~N~TE=-cR~Ll~N~E_O~F---'-P~IP~E=-----+-----------l------------+-----------l------------+-----------tt----t-----l 10 1---l > I > I } ' I ' I S-0.0064\ I , \ - v. ~ \ , .. _____f;,v7'_ =-------------j-------------j---------------j-------------j---------------j--------------t------------t-------------t------------t------:7-,,_,/ ___ ---\.------f f-----lt----------J ✓ / ✓ V \ .;;_ IU~'~l~W"'M~".""':E =--------1 ~ \... S 0.0564 0 ,,~-,f~,\'~,,,,,,-'--0 ~ ~ ---I"'\.,, / / 1-----------lt!",:__~:__--+--1--=+---'1--------+---11--n,,,L---------+----+-------+--------+----------+---------+----------+----------+---------+----------+-------+---++---+-------1 :,...,.........-"-N w ~,~ ( f- <~ ~ ~ t-----------t----------m ·t-·\c-·Y,--;-------~N-l---lf-'N-l------------+---~(Ilcl--------+-------------+------------+-------------+------------+-------------1------------+-------------lf---------+----+>---t---------- (3 ..... ...... (.!) ~ u o cp ..-ro -st (1) LJ1> <( l-----------t----------<0-· l--+-¢1---1f---------,ro·f---t-,N t------------+----,.-,,,1-------+------------+-----------+------------+-----------t------------+-----------t------------+--------'!-H·----i1H ----t--,~-----l I"-..-LO Ol 9 ~ .-CO 1----------+---------=t-+-'1'-l--,---+---------e f--+-e+------------11-----e>t--------+------------t------------+------------1------------+-----------1------------+-----------+----------i~'l--t---'~---+'"-:,:-------1 8 N A ~ .,.'f.-'+--------,+~,"~'7-lr :=-+-t-::t"7------------11------':c+=+"!::.'!-------+------------t------------+------------t------------+-----------1------------+-----------1---------"·k.--t----';c~tt----t:~-<~"-------1 "',·~~ ..-..-} ' ..-..... ,-.---,.... ~ L• >f-1-----------t,~~•~•~..-----~~•b!!:--'">-<tl " • " ·J1--'------+------------1------------+------------1------------+------------1------------+------------+--------+----+1---+~z ~(J)ci-------1 4!, ~ ~ t: ~ h "",t--;-c,t--------~t--<e.·t-~'!:""ir t=<r-1-~<::-----------1i-----~f::ct ~ -q-~ sq-~ 1------l -1 0 l------+s==~x;.,~,,,_ ____ __.ll..l.:"-'1-"l't"P---<'-/-. 11 \,------------'lll.:"'--!f-lU.l-"''----------+---.!D..J-"=---------11-------------+-----------l-------------+-----------l-------------+-----------l------------+-------..fl{}+----:...t+---+J:_,;;,...:~,:,-z-1-1 Dl---1 0 ~ ,±CO -ft LO t~~ t-----------t-e§·➔0e!-'::::,----------+-----------+-----------+------------+-----------+------------+-----------+------------+-----------+------------+-----------+---------'!H-"'!--~~----f~~,,-----I 0 Z ..-.-.-.,... ..... a::: .l. 0 • II II • Z!,.J.J ~~== ~~ t ~ 1--0~ 1----------+-;--s2e-1------------l-----------+-------------ll-------------+-----------l-------------+-----------l-------------+-----------f------------+-----------f---------"-t.p'----'tJ;;_---'-"-'"u.U~------I < ~ 0 (1) u u 10+00 10+50 G) CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY SID-106-L @ CONSTIRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE WET BARREL AVK 2470 @ ABANDON EXISTING WATER MAIN IN PLACE (§) INSTALL 12", 45' DUCTILE IRON BEND (MJ X MJ) @ CONSTIRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY SID-515-L 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 I __/ SCALE: 16+00 HORIZ: 1 "=20' VERT: 1 "=4' EXISTING 1 O"W(CIP) FUTURE PHASE II -12" WATER TIRANSMISSION MAIN C 0 C 0 ..., "' 0 " 0 E 0 N 0 Q) "' 0 .c: a.I (1) ,..._ ~ "' ; ..., C Q) E Q) " 0 C. Q) Ct:: C 0 ::, -0 C 0 "1n 0 0 -" 0 (Il (1) I ,..._ ~ "' I{} t Ct:: ~ ; "' C ·.:: Q) Q) C "' C _'.!:J- o @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "O" ON SHEET 6 .----...------,-----------------------"T""----------.----------""'T-------------------------------10 & PER AS-BUil T REVIEWED: ; @ CONSTIRUCT BOLLARD PER CITY STD-918-L NO. DATE DESCRIPTION OF REVISIONS No. 70740 Exp. 06-30-!B ~.,. crvn, ~ ~7 OF CALlf'.:-9 PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER -0 Q) ~ 0 .c: f (Il 1------.------+----------------------...--------~ DESIGNED: DRAWN: en ~ ~ ~ 1----------1 "' CHECKED: D~ ~m ~ ~ PA 10/3/17 / ._ ______________________________________________________________________________ ..__...._ ____ .._ ______________________ ..... ________ ___. ____ ....... ...._ ____ .._. ___ ...._ _____________________ ._ ______ ...... _ ALLEY 412-A r EXISTING R/W 61 6"W 15 w I ABANDON ---7-r-8 I EXISTING 6" I !!1i~!1 @) 46 (2) 2 FH SERVICE ~ LINE AT EACH EXISTING 6"W(CIP) --~ END FUTURE PHASE Ill REPLACEMENT DETAIL "A" NOT TO SCALE 10' ALLEY 2' 18" 4'-6" 2' EXISTING CURB I EXISTING Ill EXISTING ---+lµt<--' 6"W(ACP) Iii w'iol~7 8"S(VCP) UJ 2215 EXISTING CURB I') DETAIL "B" N 27 NOT TO SCALE .---EXISTING 6"W(ACP) 12· I I I;:> 60 2 I') IN 35 ,,.......,....--1 t EXISTING 6"W(ACP) UP 11 7 1 1 1 I TO EXISTING FH TEE 15 ~ fl EXISTING ~-. _T-= ~I ' Iii I 8"S;P) FH ~-~ •mo 15 I 11 N EXISTING 6"W(CIP) FUTURE PHASE Ill REPLACEMENT ------iii~ 61 15 ~ + 12· ' co I N N FH DETAIL "C" NOT TO SCALE 18" 4' 8 >----o-EXISTING I 8"S(VCP) I :i 11 15 r ~ U--..+,-l N~ I I '-CC/"--'-' 53 15 L.liL EXISTING I lJJ 4"W(ACP) DETAIL "D" NOT TO SCALE I') EXISTING 6"W(CIP) FUTURE PHASE Ill REPLACEMENT EXISTING CURB 7 1 EXISTING 6"W(CIP) FUTURE PHASE Ill REPLACEMENT 2' 2' rn 1/l (!) 00 ~ DETAIL "E" NOT TO SCALE 10' ALLEY 3' 2'-6" 2' 2'-6" EXISTING CURB '--+-EXISTING 6"W(ACP) N 27 27 DETAIL "F" NOT TO SCALE 10· ALLEY 2· 18" 6'-6" l'I I I 27 EXISTING --~ Ill EXISTING lµ 6"W(ACP) I ii w'iol~7 8"S(VCP) UJ 2215 27 DETAIL "G" NOT TO SCALE 10' ALLEY 2' 8' ni----EXISTING 6"W(ACP) 7 EXISTING __ I ii 6"W(ACP) w DETAIL "H" NOT TO SCALE EXISTING CURB I') EXISTING CURB I') ;,-, EXISTING CURB ;,-, 63 * NOTE TO CONTRACTOR: * FLANGE SHALL BE ACCESSIBLE AND CLEAR FROM CONCRETE THRUST BLOCK FOR FUTURE 12" WATER MAIN CONNECTION FUTURE 12"W TRANSMISSION MAIN-PHASE II FUTURE 12"W TRANSMISSION MAIN-PHASE II DETAIL "I" NOT TO SCALE EXISTING 12"W(CIP) 2, lfil''ls" 50 FUTURE PHASE Ill I REPLACEMENT---+--~, 15 EXISTING CURB ;,-, EXISTING SIDEWALK EXISTING] R/W EXISTING 6"W(ACP) EXISTING CURB N --..r1I 1 9 27 62 '-+++--EXISTING 12"W(CIP) FUTURE PHASE Ill REPLACEMENT DETAIL "J" NOT TO SCALE ALLEY 401-A 2· I 111 11 10' ALLEY 3' I I 1/l ' co -♦ ' I 9 5 111 5' EXISTING R/W I 0 EXISTING ' N CURB FH 8" BUTTERFLY VALVE ~ Ill 53 11 1 lw EXISTING-uJ 15 4"W(ACP) EXISTING SIDEWALK EXISTING CURB DETAIL "K" NOT TO SCALE BEGIN CONSTRUCTION STA. 10+00.00 59 15 46 ---- ' ID I 'st ------+ ---- 54 11 15 ' ID I ;,-, l EXISTING 12"W(CIP) -* 0 ,,,., EXISTING 6"W(ACP) EXISTING -----1~ 8"W(ACP) 20 15 4'-11" DETAIL "M" NOT TO SCALE 11 31 R/W EXISTING~ EXISTING~ . 10"W(CIP~½:_ _ ~ EXISTING-~ CURB FUTURE PHASE II REPLACEMENT F.H. FUTURE 12"W-~ TRANSMISSION MAIN-PHASE II 65 EXISTING PIPE (SIZE & MATERIAL PER PLAN)l £- 3' MIN. n EXISTING PIPE (SIZE & r MATERIAL PER PLAN) -3- MAIN SIZE TRANSITION COUPLING (SEE NOTE) MAIN SIZE TRANSITION COUPLING (SEE NOTE) NOTE TO CONTRACTOR: PROPOSED MAIN SIZE PVC PIPE AN MJ DUCTILE IRON SLEEVE SHALL BE USED WHEN EXISTING PIPE IS PVC OR DUCTILE IRON. TRANSITION COUPLINGS SHALL BE USED FOR ALL OTHER MATERIALS. PIPE RECONNECTION D ET Al L "O" NOT TO SCALE CONSTRUCTION NOTES CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L G) CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L ® REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L 0 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L. ® INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L ® INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 12" CLASS 150 (FE X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE WET BARREL AVK 2470 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" X 8" DUCTILE IRON TEE (FE X FE) (§) INSTALL 12" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X ACP) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 12" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 12", 22 1/2" DUCTILE IRON BEND (FE X MJ) @ INSTALL 12", 11 1/4' DUCTILE IRON BEND (FE X FE) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ INSTALL 8", 45· DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X FE) @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6", 45" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 10" X 8" (FE X FE) DUCTILE IRON REDUCER {E) INSTALL 6", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 11 1/4" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 4" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ CONSTRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L @ INSTALL 4" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8" X 4" (FE X FE) DUCTILE IRON REDUCER @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE AND FITTINGS, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ INSTALL 6", 11 ¾" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8", 45" DUCTILE IRON BEND (FE X MJ) @ INSTALL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ CONSTRUCT 10-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L '---EXISTING 2 6' 8 51 8"W(ACP) EXISTING '59\ SIDEWALK~ 2· r-1 7 I EXISTING 1 O"W(CIP) -=-=ii- FUTURE 12"W TRANSMISSION MAIN-PHASE II DETAIL "N" NOT TO SCALE ® INSTALL 4" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L ® INSTALL 4" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X ACP) (§) INSTALL 12", 45" DUCTILE IRON BEND (MJ X MJ) ® PROTECT IN PLACE @ INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L ® CONSTIRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY STD-180-L @ INSTALL 8" X 6" (MJ X MJ) DUCTILE IRON REDUCER @) INSTALL 6" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X CIP) @ INSTALL 12" X 8" (MJ X MJ) DUCTILE IRON REDUCER @ INSTALL 12" DUCTILE IRON BLIND FLANGE @ INSTALL 8" DUCTILE IRON BLIND FLANGE ® RECONSTRUCT PCC CURB ACCESS RAMP PER CITY STD-181-L-B, CASE J @ INSTALL 8", 90' DUCTILE IRON BEND (MJ X MJ) ® REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "Q" ON SHEET 6 @ CONSTIRUCT BOLLARD PER CITY STD-918-L @ INSTALL 12" DUCTILE IRON (FE X FE) SOLID SLEEVE ® INSTALL 8", 11 1/4" DUCTILE IRON BEND (FE X MJ) @ INSTALL 12" X 10" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 10" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 10" CLASS 150 (FE X FE) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ INSTALL 10" (FE X FE) DUCTILE IRON CROSS @ INSTALL 10" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) C-7173-1 C: a C: C ..., "' C u C E C. I') st Q) "' C .c: a_l 1/l r-- ;;:j §, ..., C: Q) E Q) u C C. Q) "' C: C :::;; L Q) ..., ~ -□ C: C "iii C a ..0 C m 1/l I r--~ I') "' t "' ~ ; c,, C: ·;:: Q) Q) C: c,, C: _';;!- 0 EXISTING R/W EXISTING 12"W(CIP) ,--,---.-----,------------------------,,----------,-----------.-----------------------------to ffi 10/13/20 PER AS-BUILT REVIEWED: DETAILS ; DETAIL "L" NOT TO SCALE NO. DATE DESCRIPTION OF REVISIONS No. 70740 Exp. 06-30- C)vn, OF CJ,!. PA TRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER -□ BALBOA ISLAND WATER MAIN REPLACEMENT ~ .c: PHASE I ~ m 1-----~------+-----------------------,----------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5317-S ~ 1---------1 "' CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 6 OF 7 ;?-PA 10317 ,._ __________________________________________________________________________ ...__...._ ___ ___. ______________________ ....._ _______ ___. _______ ......, __ .....,....._ ...... ____________________ ...._ ______ ___._ t • 5" GI /K09_081 ~ " " ~ . .,..,, ~ DETAIL 1 NOT TO SCALE $' ..s DETAIL 2 NOT TO SCALE DETAIL 3 NOT TO SCALE "'J. B" GV Ko--;;::07 -' 3/ . 5 8 7 !!f}A'li f.ilt IJ.LJ I 10 9 ,...,!'<I"'--... ---. ·""' .- i .t4i1" 1M --... 1----111...--• ·---~ -~~----• I,.___,..__, PAR.KAVE ::FR DN :T :5 I I 16 17 18 11 - ' --. 20 12 ~---1 ' ,---11----,1' 13 I I J ,1----i~---' I I I ( • 21 22 VALVE REPLACEMENT LOCATIONS ~ 8 ~ s • • i! ~ ~ ~ w 12'" GV ~ ''" 1(09_197 • " 0 0 • " ~~ " ~ :tP 1947 " ,. BFV ,. 13'/ t::00_2.24 PARK K09_195 -;;. ~ • \ O" BFV • K09_200 ~ w • • ~ H z ~ l'l 22 1f2 ::i a::: ,n !'l "' -<{ "' " ~ ~ El 121 ::!: 0 ", 0 DETAIL 4 NOT TO SCALE 8" G'/ "' -. L09_U64 IN--=,,.=i,,, 6" r:J,/ 31 L09,:218 3H1 m DETAIL 5 NOT TO SCALE =--=--"" •- =-----------= -----~ I rm 9: ~ "' ,;:~ i I w r e, C ~ ~ s· "' -e l'O~ 2f6 1 UJ ~R "fN B" c;; I l 00 ?14 ' 10 1 ~ / c'u)~_y9 -I , • ;,1·0,1/ 6" Gil ~ ~L 09_237_ 4 ~ ~~ ' u:m_1,s ~ , "' . ~ w ~ a > ~ • 319 112 <{ . " a " "' ~,12 w , " ~ ~ ~ • -" 0 a )15 Tl? g: 11~ ,:, . '" " '" z " 313 1,'::' e - >,,,-m .. " ' ~ " ca ~,., 1/2 ~ JII 1/2 ~ ''" m -:a; .g: ~ I " a::: ~ " (ai I ~2 .'lo? 112 ~, I • 301 • NOTE TO CONTRACTOR: *4" VALVE L09_237 SHALL BE UPSIZED WITH NEW 6" RWGV. DETAIL 6 NOT TO SCALE ,, .. ~-~ " ~ " • < " NOT TO SCALE ~ ~ ,,. a , ' ' "' -. 1uu1 .., 100, "'" " --.., I "'' "'' ;;;::c-w 0" ' ~ §~ ~- £ ~ ~ § • 8" GV 6'. &v ~ L09_234 I L19_221 • " t ~30 112 331 112 '"' -~ -''" "" O" '3{ -s ·--Gv-- ' t'ri:09-235-L09_2i9 ' -N • ~ N _J N N " " " ~ ~ • 0 N N " " " 0 322 1/2 " N (.) "' N " " 321 112 320 112 - DETAIL 7 NOT TO SCALE NORTH 1101 110, 1105 110, ""' 1111 w 1201 1120, 1205 1207 ""' " ~ 8'GV ~ 8"GV <t L09_223I ~ Lb9 219 I \ 8" ACP 1958 W-488 ,.k -J,\ • ~ 6" GV ,!_ 3.331/2 • ~ 4~ GV ~/ ~LD9.:.222 "'' ~-ill_ 0 ~' I-" Cl) • " "~ N >-" • 0 I • • ~ I-~ N ,_, " w N • ~ N " ::!: " 0 ;; <{ 0 • ;; " ~ NOTE TO CONTRACTOR: *4" VALVE L09_242 SHALL BE UPSIZED WITH NEW 6" RWGV. DETAIL 8 NOT TO SCALE 9 1211 -1303 1305 13CJ7 0 0 "' 0"' :, -;, -UJ ;; 12" GV~ ~ ~ " -12· 0/ ii,' V ~09_21, L 101027 -" f?:r GV il ::l 12" GV * 1311 ------ .,/ " "' ., r -io~ i'L ,-2·10--f . -L09~216 -12':..._G1d -..,_, W 326112"" L 10_025 .-- ::1 > <{ 326 0 • "' ~ "' ~ "' -- "' "' "' "' ., z "' 1'i 0 0 ~ "' ., "' - NOTE TO CONTRACTOR: *12" VALVE L09_218 SHALL BE DOWNSIZED WITH NEW 8" RWGV. DETAIL 9 NOT TO SCALE ., " "' ~ " ., "' ., ;; ., ;; - • ex◄ R:C:D .8" GV ---;-t.:09:210 r (l 1¥8 F • ,. I.II ta ' z ~ - a::: <{ ' ~ ~ § . 14 15 NUMBER ,.._., .... _,. 11.11-➔---I ;::;. t-..... ----1< t---lt----111 '"" I 1311 141)1 1403 1405 w ~ 8" GV L1 0_039 I ~S RED ~ 0 i ~ ~ ~ ~ 1-407 -:;: "' ----8" BFV ~ L10_038 I 6" GV ' ' \ L 10_035 ~ "' 0 32 "' i 3;> "' ~ "' 2 • "' ~ < " • DETAIL 10 NOT TO SCALE '" j ~ 117 112 ., 01 J '17 " 1 -:i ai ., 112 1n "' Sill 112 ' ' -5' 2 5" BFV ~ 6"" BFV K09_156 • ~ 0 K09 153.,_.,_ . --r ACP 1986 • >-• al :::, '°" 606 600 a::: iOO ,02 704 706 FRONT DETAIL 11 NOT TO SCALE ' a· BFV K09_ 141 710 VALVE NUMBER K09_233 K09_078 K09_086 K09_196 L09_054 L09_057 L09_216 L09_215 L09_237 L09_235 L09_228 L09_222 L09_242 L09_218 L09_218 K09_156 K09_153 K09_139 K09_142 K09_222 K09_167 K09_212 N - ~ -- --- :;: - - -,5 1J2 N ~ 205 0 -0 ~ ., 0 -N - ~ " ~ " ~ " -" VALVE REPLACEMENTS LOCATION DETAIL S. BAYFRONT ALLEY BETWEEN AGATE AND OPAL AVE. S. BAYFRONT ALLEY AND OPAL AVE. 2 PARK AVENUE AND OPAL AVENUE 3 PARK AVENUE BETWEEN ONYX AVENUE AND MARINE AVENUE 4 N. BAYFRONT ALLEY AND COLLINS AVENUE 5 N. BAYFRONT ALLEY AND COLLINS AVENUE 5 N. BAYFRONT ALLEY BETWEEN COLLINS AVENUE AND RUBY AVENUE 5 N. BAYFRONT ALLEY BETWEEN RUBY AVENUE AND DIAMOND AVENUE 6 N. BAYFRONT ALLEY BETWEEN DIAMOND AVENUE AND SAPPHIRE AVENUE 6 N. BAYFRONT ALLEY BETWEEN SAPPHIRE AVENUE AND CORAL AVENUE 7 N. BAYFRONT ALLEY BETWEEN CORAL AVENUE AND APOLENA AVENUE 7 N. BAYFRONT ALLEY BETWEEN APOLENA AVENUE AND AMETHYST AVENUE 8 N. BAYFRONT ALLEY BETWEEN AMETHYST AVENUE AND ONYX AVENUE 8 N. BAYFRONT ALLEY BETWEEN ONYX AVENUE AND MARINE AVENUE 9 N. BAYFRONT ALLEY BETWEEN MARINE AVENUE AND GRAND CANAL 10 S. BAYFRONT ALLEY BETWEEN COLLINS AVENUE AND RUBY AVENUE 11 S. BAYFRONT ALLEY BETWEEN RUBY AVENUE AND DIAMOND AVENUE 11 S. BAYFRONT ALLEY BETWEEN DIAMOND AVENUE AND SAPPHIRE AVENUE 12 PARK AVENUE ALLEY BETWEEN SAPPHIRE AVENUE AND CORAL AVENUE 13 S. BAYFRONT ALLEY BETWEEN CORAL AVENUE AND APOLENA AVENUE 14 S. BAYFRONT ALLEY BETWEEN APOLENA AVENUE AND AMETHYST AVENUE 14 S. BAYFRONT ALLEY BETWEEN AMETHYST AVENUE ONYX AVENUE 14 < ~ 111 ,a 0 117 - u;i • 0. ~ w 11-4 1.12 ;i ,,, ~ ~ iSI:: 112 It.:: 11.1 112 112 112 112 " 113 -• ,,, :.! <( 110 Ir.'.! a. 110 1f2 3 -<( Q 110 = 110 (J) 1oe 1!.'.! la7 1/2 106 $ ill I flx4 REO 107 • 0 6. ~F\I w 8" z K09l 739 a::: 0 -I 8" ~ "' Q. KO <{ oO Q. 800 602 , .. 806 aos ;;; ;;,; 900 902 ~ DETAIL 12 NOT TO SCALE N w ~ fl i w ~ 202 11'2 ~ 202 • 8" Gv ~ 6" 0 ~ KOE 200 1t::! K09,:18.6 00 1000 12" CIP 1947 6" GV K09_142 6" Gv I w K09_203 / a::: ~ ~ ~F: I " " Q. • ~ Q. " " 0 " <{ N ' (.) N en " " N DETAIL 13 NOT TO SCALE u. ~-~ ~ ~ 0-, 0 -J ~ ~ -___$_ --- ~ <{ .,. 115 112 I-o.: "' -z -o: en ~ ~ --<(, 115 --!:l;l i);j -" 1i1211'2 -f:ii .,. '" ~ ... ---112 --~ 0 111112 l0 110 112 -<{ :a 111 1,0 -<{ 2 ~ 8 6" BFV 5 :g 6" BFV -4 6'" BFV 0 ~ -ill -K09 167 '-.. 0 --<: K0J_222 fl X 4 RED -1 4 ..... K09_2 12 ____ ~ I <{ 8 _1 BJ ~ '" z 8" w I ' >-_J K09_178 I 0 I- 1004 1006 Q. w 1000 1010 <( 1100 11M 1104 1106 1108 1110 ~ 1200 1202 1204 SOUTH DETAIL 14 NOT TO SCALE NOTE TO CONTRACTOR: CONTRACTOR WILL BE RESPONSIBLE FOR WATER MAIN DEWATERING. THE EXISTING VALVES FOR BALBOA ISLAND HAVE DETERIORATED AND WILL NOT ISOLATE WATER FROM MAINS WHERE CONTRACTOR WILL BE REPLACING VALVES. IT IS RECOMMENDED THAT UP TO TWO 6-INCH PUMPS BE AVAILABLE TO DEWATER TRENCH FOR THESE VALVE CUT-INS. ' 6.X4 RB) ACP 1986 12Cl6 1208 ,: C a C C ..., "' C u C E C. " st QJ Ill C ..c: o._l (/) " ;;:j §, ..., C QJ E QJ u C C. QJ a:: C C ::;;; L QJ ..., ~ ""Cl C C Ill C a -" C m (/) I " -"' ,n I ~ a:: ~ <( ~ "' C ·.:: QJ QJ .!: "' C C-7173-1 1 ,----,-----------------------------.------------.------------.-------------------------------10 NO. DATE DESCRIPTION OF REV1SIONS REV1EWED: PA TRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER VARIOUS VALVE REPLACEMENTS & DETAILS ~ ""Cl BALBOA ISLAND WATER MAIN REPLACEMENT ~ ..c: PHASE I ? m 1------..-----+------------------------.----------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5317-S ~ ---------13l PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 ,3-CHECKED: DA TE: PA 10317 _______________________________________________________________________________ .... _ .... ____ .... ______________________ .... ______________ .... __ ............ _____________________________ _