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HomeMy WebLinkAboutW_5382_S7J C) PROJECT LOCATION VICINITY MAP NOT TO SCALE PUBLIC WORKS DEPARTMENT BALBOA ISLAND WATER MAIN REPLACEMENT PHASE II PARK AVENUE WATER TRANSMISSION MAIN C-7173-2 DATE: /6-I l-1 'y 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 ED ITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTH ERWISE STATlED IN THE CITY'S STANDARD SPECIAL PRO~SIONS, 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. STA Tl ON ING 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 EXAM INATION INDICATlES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCR IBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STC-106-L-B. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E . 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOIN T DUCTILE IRON C110 (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 24" 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. COUPLINGS SHALL BE FORD ULTRA FLEX COUPLINGS WITH 315 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. 13. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTlLIZING 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 FASTlNERS 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 WRITTEN CERTIFICATION FROM THE MANUFACTURER. SYMBOL ABBREVIATIONS LEGEND 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. C 0 C 0 (IN ADDITION TO GREENBOOK SECTION 1-3.2) ◊ 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 VERTlCAL CURVE ,0, FIRE HYDRANT BLK BLOCK CATV CABLE TV l!ill WATER METER Cl CAST IRON STREET LIGHT PULL BOX Ii. CENTERLINE IE CNB CITY OF NEWPORT BEACH llSI TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR ~ STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATlER VALVE EC END CURVE ECR END CURVE RETlLRN ('-GUY WIRE EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTlNG FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE (® VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE Gil IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END 11'11 CABLE TV PUUL BOX IP&T IRON PIPE AND TAG LT LEFT ~ CORING LOCATION MAX MAXIMUM MJ MECHANICAL JOINT © ELECTRICAL MANHOLE MIN MINIMUM ELECTRICAL PULL BOX NG NATURAL GROUND [IJ N NORTH fu//l///td BUILDING NTS NOT TO SCALE ND NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END ~--~ PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---it---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 CALIFORN IA EDISON SQ SQUARE -CATV-CABLEVISION LINE STL STEEL T TELEPHONE --SP--SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BLOCKWALL I -I NEW AC PAVEMENT 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-B 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 CONSTRUCT 6-INCH DIAMETlER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B © 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 EXISTlNG WA TlER 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 EXISTlNG WA TlER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN {SDR-14) PER CITY STD-106-L-B 0 REMOVE AND REPL.~CE EXISTING WATlER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B. ® 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) RESILI ENT 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) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L @ CONSTRUCT THRUST BLOCK PER CITY STC-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 CLOW 850 SERIES WET BARREL HYDRANTS. @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ INSTALL 6" X 4" (MJ X MJ) DUCTILE IRON REDUCER @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ REMOVE EXISTING BLIND FLANGE AND CONNECT NEW PIPE TO EXISTING 12" (FE X MJ) BUTTERFLY VALVE @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTlLE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 12" (FE X FE ) DUCTILE IRON CROSS @ INSTALL B" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 12", 22 1/2° DUCTILE IRON BEND (FE X MJ) @ INS TALL 12", 11 1/4° DUCTILE IRON BEND (FE X FE) ® INSTALL 12" DUCTILE IRON TEE (FE X FE) @ INSTALL 8", 45o DUCTILE IRON BEND (MJ X MJ) (8) INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 12" (FE X MJ) DUCTlLE IRON ADAPTER @ INSTALL 6", 45o DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ PRO TECT IN PLACE ® INSTALL 6", 22 1/2° DUCTILE IRON BEND (MJ X MJ) @ RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY STD -180-L DATE: @ 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 12" X 4" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 4• DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 4• DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X GIP) @ CONSTRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B @ INSTALL 4" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL B" X 4" (FE X FE) DUCTILE IRON RED UCER @ 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 @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ INSTALL DUCTILE IRON BLIND FLANGE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ CONSTRUCT 2" COMB INATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L @ REPLACE ANY DAMAGED LANDSCAPING IN KIND @ REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE 17. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTlTIES ARE HORIZONTAL DISTANCES. 1B. ALL MECHANICAL JOIN TS SHALL BE INSTALLED WITH RE TAINER GLANDS. 19. CONTRACTOR SHALL VERI FY DEP TH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 20. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATER MAINS A 10 GLIAGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTILITIES DEPARTMENT REPRESENTATIVE, MATT BULLMAN (949)718-3416 21. THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST TlHE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CI TY OF NEWPORT BEACH STD-502-L. 22, IF GROUNDWATER IS ENCOUNTERED, CON TR AC TOR 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 REPOR T HAS NOT BEEN PERFORMED FOR THIS PROJECT. HOWEVER, CONTRACTOR MUST ACCOUNT FOR HIGH TIDE CONDITIONS AND RAIN EVENTS DURING CONSTRUCTION. DURING HIGH TIDE, STORM DRAINS MAY NOT BE FUNCTIONAL FOR DISCHARGE OF DEWA TERING 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 WI TH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOL YMER (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. SHEET INDEX -II) 0 0 0 E 0 t[) ..;- en ~ 0 ..c CL I -C ., E ., 0 0 l------------------------------------------1]- SHT NO, DESCRIPTION DJ TITLE SHEET 11] LOCATION MAP QJ PARK AVENUE 8 " WATER MAIN STA. 10+00.00 TO STA. 16+00.00 [TI PARK AVENUE 8" WATER MAIN STA. 16+00.00 TO STA. 22+00.00 @) PARK AVENUE 12" WATER TRANSMISSION MAIN STA. 22+00.00 TO STA. 26+50.00 COLLINS AVENUE 6" WATER MAIN STA. 10+00.00 TO STA. 11+28.00 []] I]] []] [fil [IQ] PARK A VENUE 12" WATER PARK A VENUE 12" WATER PARK A VENUE 12" WA. TER DETAILS DETAILS TRANSMISSION TRANSMISSION TRANSMISSION MAIN STA. 26+50.00 TO STA. 32+50.00 MAIN STA. 32+50.00 TO STA. 38+50.00 MAIN STA. 38+50.0D TO STA. 42+ 77.53 c,: ,<:; 0 :, "' C 0 "iii 0 (') _a 0 (D (J) I " ~ "' t[) ! Ct: I=! <(. ~ cr, C ~ ., ., C Cl'> C w C-7173-2 -;;; 1----------------------r-----------------------------------.-----=::--::-=::-::--=:-:-::7"'.:-==-:--=-::-:--:-::'.'":'":=-:--:-:-::-:-=--=-:::-:::----------------r.:=';7.";':::--::~:;;:;'.;;;-;;::;-;:::---,----------iro;;;;;:;;-;;:;;-:-------,------------------------=---===------------.~ EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: REVIEWED: TITLE SHEET ;:-BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZON TAL CONTROL STATION GPS NO. 6297 AND STATION GPS NO. 6298 BEING N53A39'24"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. DAY NIGHT ~:~c \ 1 BALBOA ISLAND WATER MAIN REPLACEMENT 1 SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 ~1 I~ ' ii-CJ PHAS.E II ;' SOUTHERN CALIFORNIA EDISON COMPANY (800) 611 -1911 ~ ' -:;_ BENCHMARK•. AT&T TlELEPHONE COMPANY (800) 3. 32 -1321 ~RK VUKOJWC 1-_ ___;S~N_;,_IO:....:..:;=~E~C~E _70_1_404--_____ P_A_R_K~A_V~E_N_U_E_W_A_T_E_R __ T_RA_N_S_M_1_s_s_1o_N-,-M_A_I_N __ ~--1 ~ CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 UTILITIES DIRECTOR N'."J~1,4<>10 :;, OCS BM NB3-19-92, ELEV. 6.455 NAVDBB OCS 1995 ADJUSTMENT, YEAR LEVELED 1992. ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 DESIGNED DRA\',N W 5382 S II) ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE NORTHWEST CORNER OF PARK AVE. AND TIME WARNER CABLE (714) 542-6222 ~ : AC : AC CITY OF NEWPORT BEACH •. -· -~ COLLINS AVE., 15 FT. NORTH OF THE CENTERLINE OF PARK AVE., 35 WEST PF THE CENTERLINE COX COMMUNICATIONS DATE: /0-o•/ ?f · ::i OF COLLINS AVE. SET IN THE SOUTHEAST CORNER OF A 4 FL BY 6 FT. CONCRETE CATCH BASIN. ~~~~---CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 Q / L ____________________ _J ___________________________________ ..L-------------------------------------l----------.1----------'---.....;.A,:;;:C.__,.;;10::.,,,:;D::,i5~1;;;.BL... ___________________ ___. _________ t:.: CITY OF COSTA MESA PA.C/Ftc JOHN WAYNE AIRPORT C "%--,,,,:, ~ 01' CITY OF IRVINE # PUBLIC WORKS DEPARTMENT BALBOA ISLAND WATER MAIN REPLACEMENT PHASE II 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-B. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON C110 (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 24" 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. ~ PROJECT LOCATION PARK AVENUE WATER TRANSMISSION MAIN 12. FLEX AND TIRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. COUPLINGS SHALL BE FORD ULTRA FLEX COUPLINGS WITH 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. VICINITY MAP NOT TO SCALE C-7173-2 APPROVED: ___________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 DATE: ______ _ 13. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTIRAINTS 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 WRITTEN CERTIFICATION FROM THE MANUFACTURER. SYMBOL ABBREVIATIONS LEGEND 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. C: 0 C: 0 ~ Ill 0 (.) 0 (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 ICA FIRE HYDRANT BLK BLOCK CATV CABLE TV 11111 WATER METER Cl CAST IRON STREET LIGHT PULL BOX It. CENTERLINE Ill[] CNB CITY OF NEWPORT BEACH l!lil TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR ~ STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE GUY WIRE ECR END CURVE RETURN c-EVC END VERTICAL CURVE J;. SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE E3I VAULT VENT FM FORCE MAIN e G GAS TIREE GV GATE VALVE ml! IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END lri'l CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT "' CORING LOCATION MAX MAXIMUM © MJ MECHANICAL JOINT ELECTIRICAL MANHOLE MIN MINIMUM [IJ ELECTRICAL PULL BOX NG NATURAL GROUND N NORTIH ~((/ltllttA BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTIRUCTION OG ORIGINAL GROUND PE PLAIN END ----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---It.---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--ELECTIRICAL LINE SW SIDEWALK s SOUTIH --T TELEPHONE LINE SCE SOUTIHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLE\1SION LINE STL STEEL --SP--T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITIH BLOCKWALL APPROVED: ___________________ _ ~--~I NEW AC PAVEMENT 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-B 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B © 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-B (j) REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B. ® 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) BUTTERFLY 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 CLOW 850 SERIES WET BARREL HYDRANTS. (i]) ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES ACTING CITY ENGINEER R.C.E. NO. 46214 @ INSTALL 6" X 4" (MJ X MJ) DUCTILE IRON REDUCER @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ REMOVE EXISTING BLIND FLANGE AND CONNECT NEW PIPE TO EXISTING 12" (FE X MJ) BUTTERFLY VALVE @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 6" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X CIP) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X CIP) @ 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 MJ) @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ PROTECT IN PLACE ® INSTALL 6", 22 1/2' DUCTILE IRON BEND (MJ X MJ) @ RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY STD-180-L DATE: ______ _ @ 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 12" X 4" (FE X FE) DUCTILE IRON REDUCER ® INSTALL 4" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X ACP) @ INSTALL 4" DUCTILE IRON LONG BODY TIRANSITION COUPLING (PVC X CIP) @ CONSTIRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B @ 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 @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 ® INSTALL DUCTILE IRON BLIND FLANGE ® REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET ® CONSTIRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STID-515-L @ REPLACE ANY DAMAGED LANDSCAPING IN KIND (§} REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITH CONCRETE (MIN. 18"), AND ABANDON IN ,,-...----<.PLACE ® INSTALL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ MOVE 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 6-INCHES OFF NORTH CURB FACE @ 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 ill 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, MATT BULLMAN (949)718-3416 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 STID-502-L. 22. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ACCESS PITS AND TIRENCHES 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 AND RAIN EVENTS 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 FLUOROPOL YMER (TRIP AC 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. SHT NO. DJ m ~ [±] @] [fil [TI [fil [2J [IQ] DESCRIPTION TITLE SHEET LOCATION MAP SHEET INDEX PARK AVENUE 8" WATER MAIN STA. 10+00.00 TO STA. 16+00.00 PARK AVENUE 8" WATER MAIN STA. 16+00.00 TO STA. 22+00.00 PARK AVENUE 12" WATER TIRANSMISSION MAIN STA. 22+00.00 TO STA. 26+50.00 COLLINS AVENUE 6" WATER MAIN STA. 10+00.00 TO STA. 11+28.00 PARK AVENUE 12" WATER TIRANSMISSION MAIN STA. 26+50.00 TO STA. 32+50.00 PARK AVENUE 12" WATER TIRANSMISSION MAIN STA. 32+50.00 TO STA. 38+50.00 PARK AVENUE 12" WATER TIRANSMISSION MAIN STA. 38+50.00 TO STA. 42+77.53 DETAILS 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. E 0 st 0 01 w (/) <( :r: a_l (/) N aJ "' §, Q) Ill 0 .c: a_l ~ C: Q) E Q) (.) 0 Q_ Q) "' -□ C: 0 Ill 0 0 .c 0 m (/) I N aJ "' "' t "' ~ ; c,, C: ·;:: Q) Q) C: c,, C: C-7173-2 !;;!-1-------------------.-=--=-=-,-:--=-=-==-=-:-::,.,.,..c=-=-------------------------.-----------------------------.-----.-----.-----....:::a=-=~=------.-----------.---------.-----------,.-------------------------------18 BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS fil 6/12/19 PER AS-BUILT APPROVAL RECOMMENDED: REVIEWED: TITLE SHEET ; THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONTAL ~fESS1 -□ CONTROL STATION GPS NO. 6297 AND STATION GPS NO. 6298 BEING N53'39'24"W PER DAY NIGHT ,i."· ~" BALBOA ISLAND WATER MAIN REPLACEMENT ~ CALL TOLL FREE RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 .c: 1-800-422-4133,_B_E_N_C_H_M_A_R_K_: ______________________ __, !~~~H~~tEit~:i~~p~~~ON COMPANY (~~~l 1~1-=-~~~1 MARK VUKOJEVIC PATRICK ARCINIEGA, RCE 70740 PHASE II ~ BEFORE You DIG CITY OF NEWPORT BEACH UllLITIES DEPARTMENT (949) 644-3011 (949) 644-3717 UTILITIES DIRECTOR No._ 076_07340-o SENIOR ENGINEER PARK AVENUE WATER TRANSMISSION MAIN m OCS BM NB3-19-92, ELEV. 6.455 NAVD88 OCS 1995 ADJUSTMENT, YEAR LEVELED 1992. a_ ~tfB_.t~SDH~o~7NiR:~~-E 1~0 ~~r-;;oi~~/~} \9H9l c1~lE~ELl~~RJ~i~sRTK Cf~~~R35°\yrtr~F ~~~N~~R~~~N6~BSL~NITATION DISTIRICT g;:i ~~~=~11~ l----+-----+---------------1 ,;!"1" ,_D_E-SI-GN_E_D,-A-C~D_R_A-WN_; __ A_C+----C-I_T_Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H ___ ~_w ___ 5_3_8_2 ___ s _ _, 1 THE CENTERLINE OF COLLINS AVE. SET IN THE SOUTHEAST CORNER OF A 4 FT. BY 6 FT. COX COMMUNICATIONS >---+-----+---------------1 DATE:_______ CHECKED: DATE: PUBLIC WORKS DEPARTMENT 1 12 ~ CONCRETE CATCH BASIN. AC 10 05 18 SHEET OF / .._ __________________ ....., _______________ .....,......., ________________________ ...... _________________________ ...... _ ___. ____ .._ ____________ ..._ _________ _._ ______ ..._ ___ ....,.,.___ _ ___.,....,......,...._ ___________________ ...._ ______ ___. - I ( I' I LEGEND ®-INDICATES SHEET NUMBER w ::, - z 1----1--------, ~ z <i: 1---- :;; r--'--~ --- 0:: w --i t------>---; 1-------l ~ 1---1-------, 1-------l • co - w ::, z w ~ --- ~ ::, a:: --- - "'",--- D ~ ~ i5 w ::, z w ~ D z - - -- 0 1---------i .---------, ~ i5 --- w ::, z ~ - w a:: 'i: 0.. ~ -- BALBOA 12" PVC WATER MAIN PARK ---,---. _, ~ 0 () w ::, z w ~ 1 _, ~ 0 () I I I I I I I I I I 111 ---~-- <( z w _, 0 0.. <( w ::, z w ~ <( z AVENUE AVENUE ~ 1-----; 1---------, ~ --- f- ~ ::c f-w :;; <( w ::, z w ~ I ----~-- 11 I I I I UJ z a: ~ <( :;; z 0 12 w t-t--------t-----l 1-------1 i t-1-------.---; ~ ..,._ __ 1\1 ADDE~D-N-EW~12" WATER MAIN BETWEEN -PARK AVENUE AND N BAY FRONT ALLEY (SE SHEET 1 & 12 & w w ::, ::, z z w ~ w ~ 11 I I ,---_J w z .---------, .---------, I --- 11111111111111111111 lllllll 1111111111111111111111111111 Hlllll 111111 LOCATION MAP SCALE: 1" = 1 oo' & 6/12/19 PER AS-BUILT ~ES.!/ i-L . AJ1 ,._.:; ~ ;;'.; No. 70740 Exp. 06-30-2 ~ CJVlL Qrc.u; NO. DATE DESCRIPTION OF REVISIONS 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-7173-2 REVIEWED: LOCATION MAP BALBOA ISLAND WATER MAIN REPLACEMENT PHASE II PATRICK ARCINIEGA, RCE 70740 PARK AVENUE WATER TRANSMISSION MAIN SENIOR ENGINEER DESIGNED: DRAWN: CITY OF NEWPORT BEACH W-5382-S AC AC CHECKED: DATE: PUBLIC WORKS DEPARTMENT ___________________________________________________________________ ..._ ________________________ ......._ ______________ ..__ ............ _._ _________________ ...... _____ __, SHEET 2 OF 12 AC 10 05 18 C: 0 C: 0 -., 0 u 0 E 0 co 0 a, -~ r') 0 ....... co 0 w (/) <( :r: 0.. I (/) N co I') ; ., ., 0 ..c: °7 -C: ., E ., u 0 Q_ ., "' L ., -0 ~ ,:, C: 0 ., 0 0 .a 0 [D (/) I N ro r') LO t a:: ~ ; O> C: ·c: ., ., C: O> C: ~ D D <( ~ ,:, ., L 0 ..c: ~ ~ [D ~ ., L ., ., ~ i---------------1-------------+------------+-----------+-----------+-------------l----------------l-----------_J_-----------U,---__ EXISTING SURFACE OVER CEITTERU ~rP TP'.-----t.--t------------t---------------1-------------t------------l 1-------, 10 }----t---------t--------7 ----------t--------+--------t------------t--------+-----------:;fl---------t------------f--------+--------+-----[TI100-----I I I I v S 0.0033 S 0.0024 0 g 7 0 C l--------------j-------------t-------------t-----------+-------+---+-----------+----------+----+--+-----+-----------l l-~~c9"','i'----~---------+--------l------+-----------+------------k<::il I W ' t '-------------1 w ~z ~~ i--------------+------------+-----------+-----------+--------+------1----------------1-----------_J_--/-J.!,,-H ,----f------+---------::~-SJlk----------+------+---+----------+-----------l------------l , l~ z l ~f "°N ) ar " Q 0 I- ';, v .-, + ~ :'J: LO -+------l----------------l-----------_J_---<0--l-<G-f-------+-----------mll-----------+-------,,',-l-----+-----------l-----------,i-,-l....----------1 ~ f"") ~ + co+ co l"'1 tO ..;.. r--- C a -N..-N 1-------------1-------------t-------------j-------------j--------u.,+----+-----------+-----------+----,,o:~·-II • "",------+-----------.ill ' f->~-► Vl zt-: Z rY' I- V .== LO 10 VJ -I ;::;_ > z 1,-, - ...... 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A _/ 1 "=20' HORIZ: _,c_-.. __ 1/,,.£~_,<C....::,,=eeC_.:,,,._~-,~'f-'-~--L"-c;='"'--c=-'~,c;:-::f,A,='A'--c-~ r------------:;7-;::::-------------:;~-;:-:::-------------;-;--'-:::-;:-------------:-:-":::--:--------'----:-'-'.::--:-----------:-1-::-:-----------_J_----------....I....----------..J....--------------L-------------L----------....L----------....L--....:..:::..:..:..:...._..:.1_"=_4:...' __ --I § 1 Q+QQ 10+5Q 11 +QQ 11 +5Q 12+QQ 12+50 13+QQ 13+50 14+QQ 14+50 C VERT: 15+00 15+50 16+00 / EXISTING7 , I 8"W(PVC) Jl "' ' ' I I I I I I I -1 I :,-'I V ,~ '" ' ' I -0 -I EXISTING- \ 6"W(CIP) -T . -:!! w ( \ -, IV I V V V - CONSTRUCTION NOTES w ~ G) CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B @ 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 SID-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE CLOW 850 SERIES WET BARREL HYDRANTS G]) ABANDON EXISTING WATER MAIN IN PLACE @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ CONSTRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L @ REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE STA. 11 +03.98 8" CROSS 12+00 I I I ' I\ ;,,.. (1"' , ALLEY 417B -,...... ? .... 0 ....J w I <( :J -0::: z 0 N I ./~ _d ww a3 ~ w )I, w I ~ & 6/12/19 ll'(l' ~~ ,,,e '\-~ '°o. EXISTING ALLEY 416A 6"W(ACP)~=i::r-f.:>< • 5 --,_ -R/W I-w AVENUE EXISTING CURB -N I w :J I zz 0 0 0::: w N I -EXISTING Cf> EXISTING SIDEWALK \ I 0 I~-----, J7 <( > C) <( ~ 1 O"W(CIP) -' ~ ~ ,,,,. 0 ~ I I L.J __ \.J J e ' w ,JI - "'-w I " \ ' 0 ( 14+ h) I \ 0 co ,-' ALLEY 416B PER AS-BUILT - w ' ' 0 0 I I '-t ·si- N ,, _, -w ' ·1-, w I LO N -I ~ w,, --~ -"' ~ ~: ' 0 w w, ' I ¾ .P , :-c;==-X =G· + w -:--w-= w co / /~ 15+00 I -I 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. REVIEWED: PLAN AND PROFILE C-7173-2 ~fllSS[~ ~~i.:.~ \.. A,f<'✓ ~ BALBOA ISLAND WATER MAIN REPLACEMENT <S:~ 4;.;, PHASE II i: i~ PA TRICK ARCINIEGA, RCE 70740 PARK AVENUE WATER TRANSMISSION MAIN No. 70740 SENIOR ENGINEER Exp. 06-30-21 ~~ C!Vl\.~ DESIGNED: DRAWN: CITY OF NEWPORT BEACH W-5382-S ,~ Q;'CA'L AC AC CHECKED: DATE: PUBLIC WORKS DEPARTMENT " -"' " CJ " 0 w Cf> <I: :r: 0..1 Cf> N IX) I') §, ., "' " .c 0..1 -C ., E ., CJ " a. ., "' " 0 .0 " m Cf> I N IX) I') LO t "' ~ ; "' C C: ., ., C "' C ~ 0 0 <I: ~ " i" " .c ~ m ~ "' L ., "' 3-...._ ____________________________________________________ __,__..J.... __ ....J.... _______________ ...J.... _____ .....J.. __ ~.i,._~l.:;;/;;:J.~--------------....L-......:::,__.....:..::::.....J_ NO. DATE DESCRIPTION OF REVISIONS SHEET 3 OF 12 AC 10/05/18 1--------------1----+--------+------------+-----------+-----------+-----------+-----------+--J==isXla+ING-alJRcAG!s-G-VisR--+-------------+------------+------------+------------+------------+-----------I }-----+----t-------+----------+----------+----------+----------+-----------ti/'.....__!C~E~N~T~ER~L~IN~E~O'.!:_F_!P::!_IP~E=-----t-----------t-----------t------------j-------------f--------------jf----OJD-----1 1------1 1 0 / 1 0 I Z< I o/, ..---------------1-----+--------+------------+---~--------+----.-~1/--;.:--r nca!?-----+-----------+----------+-+-----------,l'-'/--+-----------+-----------+-----------+------------+-----------+------------1 1 --------,====----r======~---=-=_j+=-=-=-=----:--::==-----1 ----::;/c,,,.~-------1 --:/?"<&,__/_-;aa:;~1<:~s'-----r----------=t ==--::...-=-=-----:====-=-=-=----=r./=1==----====-/7 /":...=-=-=-=-=1-~-==-=-=-=-=-=--==-=-=-=-=-=-1-======----=====--t ====-----====,-------===r==-~===---~----------==i----------1 -~ / / / 1----------------1----+-~'o- 1---------l:~cS--;'.'---~-.;;::---+1,~'l,,'--/-----j--------t-'/--------+1t -0~_ S=Q ,.OQ6- 0 ,Q s 0.00 ' r"-n / I "-,..,... / ~ ' 0 ' ~ "" I) "" "" ~ en "" ii1 " c;;i :==================~::~=======:oen-+-_--"<c-----+-----------+----------/-if--t----------+---------+---"d-7~"':S,~,"------------+-----------+-----::,:::========:=====================:===;:_o+----'~~-S'-----+-----------'!P.+------~Fn-~;,..,_----'~"'+~=----------I ~1----+-----+------------+-----------/--+-~w,...,__ ________ +---------en-+---+~-1-----------+------------+----~ .. fl~ u : ~ i"~ -+----, 1----+-----+------------+----------+---+--r-W L!.:::,, I ·•-H:------+------------+--~·::-c·f---------t-------------<1'1------~T,. 52 o· 1-· 9 ~ ~ ~ ~ ::: 52 1---------'-+-'1-ffi' co'$' 7 •1-----1-------------1t-----------+---1-,~;,,•-+l--------+---------l;u'.-l-l---+---+---------+-----------l------'l--t-J-----t------------t---00-+----------1t-----------------t:::-t--------~*-,:C'S~---''-+-'+----------1 1--------------':;::----l------<DN 1----,:E-1-----1-------------11----------c'.5-+=3'1=;['-'s-Roo_·...:.m::===============:===========/:1:-\_r._~_~,~~.;,-~-:==~====~~+-~ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -++---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ++---_ -_ -_ -_ -_ -_ -~_,,__-~~.H~-----t-----------1-----;,::::+----------11-------------'F•·I-------~-~--,~l-+-----------1 ...: M 9 ~ rn .-I◄ m LO ± ~ 6 e ~ co N 8 LO 1----------.c ,-...:F-l -~'------""+ LO + v : ~-...._ -. ...... N 11 ' ~ N ~ · ·<z ~ ._ e i------a"<D~~.c.,-"'~<Dcf.-"e-----t------------+----------<BN 1--+-r-<O"' --, a, ~'t--------------t------------+-----f-~--l--;t-----+------------i---..:··-{ ~ J! <C i ...... rn .. ---1--=-+-F'\--•---------I (J) ~ ~ 11 ~ .---± ~ ± ~ ± n .± 'q" ~ ~ ~ z n 2 {/)/"~ (J) ~ 1----------:-UJ-':-J-.t!!E.:-----<!';::: _,. ,C: > -0 -0 ~ --lS-DJ UJ l----1-1of------::::;.+t--'---~-·r 2--'en!ll..L;Z;;_ __ -+----------+----------.,+.!!:"++.r+11-+'-------l---------.t.J>"L_+-~~1~:---------f-------------jf-------------j-----------+-----------t-----------+------~'---'::::::._~7 t 't-:----{::Il1on-----l ~ 11 j::~ ,:::~ 1-:~ ,:::~ L i1t ~UJ ~UJ :--' . :--' -. 1----------t--J-l':1: ·1-·--+------+-----------+-----------+--f-1\--------+--------+--+----------+----------+--------.-----+-----------+-----------+-----------t-----------t~H'lf·:J----------I d" ii"i /1\ d" ii"i ~ Cl) ~rv • • -----v ~ ~ v/ '-./ '-./ V v V v "----. ~ --v 'v . .._,,-.,/,,.--y --v-V -----v--v v/ '-./ V V 'y-"' ~ Cl) SCALE: \.. I / \.. • / HORIZ: 1 "=20' ~----------l-----+---::::::::~•~.,A._::::::::~L,A..._:'.'.:::::::-A~~.A_~.L A~~ee:A'.':,..__/4,,..,,,~=-"A~=C,•__,,--=,,,A'--""'-=-='A"--::-h __ . s:-✓=•'7•,--, _,/',..._ ./"---_.,/\.__ /\.._ A & /'-"\_ A A •-=~-'-'--ct?''<:::::-A • ---I --...... -VERT: 1''=4' c: ---------~----~-----~----------~----------~----------~--------~-~----------~----------~----------~----------~----------~----------~----------~-----------10 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 ALLEY 415A ALLEY 414A 20+00 20+50 21+00 ALLEY 413A ' ' " -------~--H .1. In_}. H-,------- 21+50 SEE DETAIL "U" - ON SHEET 10 --fi -, -X 6"W(ACP) I CT Ir I'-._ W I __; □':1-1-1-1==te'====Tt.XISTINc, ' "' t--t'=,-----------------,~---·--1•,,.-I l i7 '' ~-11 ,r; ~ ~ ~ & ~ □ 7 l'-14---1:ti -~ ---, a= ~ -I -EXISTING ~~~(~~~)-+---i ~ ~ ~ -R/W ~ ..J -I ~ UJ ..J / 1 ~ -R/W I 6"W(CIP) ..J 22+00 ~-.!. ,v z ~' 0 0 PARK EXISTING 7=ii"'H AVENUE ~ I-z I g g I _I_ ~ z r.H-1WI EXISTING SIDEWALK\ ~ w ~ UJ j I~~~ ~ ~ 6"W(ACP) ~ ~ ~ <( UJ l/,\1 N N EXISTING SIDEWALK\ p-1/l I EXISTING ~ ,r; <( UJ -,r;~ ~ ,~ EXISTING CURB -1 ~ ~ 112 '~ 1 -EXISTING 11D 'f -w ~ ~ r r=::: V 1 ~ EXISTING CURB -1 1 O"W(CIP) -1 / g, ~ \ '54' u ~ I L / Y',J>' J3J) 10"W(CIP) ~ ~,,-r - -, -I I I I , /II /, B g l==~_:t::,,__l=l=it-i:~+m!::=====;:L~•x====-=-:,:x'=-=-=-==.t~~:,:x,=:s,;=\=.=:xc;...t-_-_-_,11 ,I, ' l' :-1=n=~i!-+;==~-==+=-'i~I -~4 -MJ~'i-:=-'...:~~_p~~r;f1;,rT1::~~=-=~_11;==itt;~~~~~7,::==::::9,~~r~:r,1w=;·,~~~~~~!;~~~J I( / "'"), _'I.._ _)_~----= ·---J -1~ ~------D _'::::'_ ___ 1=-1,,x 1-)J 1"-\ ,1 g + w /-/ ~_w __ --_-_-::__w __ -1--_-::__w __ --_-::_-::__w__,ct4--__ w __ ~/__,," ,1-----r w_'\. 0 1 -.;.-......,-1 --+-w --w ~-w ,,, / ~ -w --w ~'--w ct w --w / v --~ w w w w , / .. , , w -~ w , w __ w :: w 1 ~ + ! ~ +-/_/--~~~--\-\1-___ 1_4.....,(C?)r-cp•2+/2\-1 ___ 17_;+.,o;..✓ __ ,., ____ -f-/;.._;.....;i;;·~J;-/...;'~'-1-: __ ;_, +--1-+-__ 18_;+-o_o_:_!.J..._.,../_/ __ ➔,,,..' __ ---_\-1\ __ N_5_Y_o9_'.,..1o_"_w_1_9;+-o-o __ ....1..cp1 __,,._/+-~-/-+--+~--;--+1---H--,a:.....,_;/ __ -...,-<,r,;7 _______ ""T'/_/ ___ "':-:1---\..1,\_-_-__ 2_~+-o-0)_1_4_(1)~;:==----\-"1:i..e,---6:lj-c&-,~;..;.!:_w~_1~-ic_)-+j _"'_'\--f ~ ~ -UJ -• E ,-~/ -,✓ CONC. E ( ~8 ~ _X_6_"_(_F_EEX MJ) ., " -UJ ~ ' ---1 '-<,,siA. 16+20.62' 11 8" x 6" (F ,,x MJ) STA. 18+3 9.89/ ,_ !!!--,,,. ,,,, STA. 20+64.24 ---1c-,.,._ • ~ I UJ f ' \8# CROSS DUCTILE II N TEE ~ 12" CROSS . 3 11 DUCTILE IRON EE 12" CROSS Ji I UJ Cl) \ '/;,, \ , , ....__'-"-./--✓~•._A..A.../'--4-,.__,.~/_ SEE DETAIL "G" en EXISTING ,r; ' Cl) (.) SEE DETAIL "V ill '--.._,-.J'._.,__,,__,.._."-lir_.....,,.~·~' ~ SEE DETAIL "F" ' •· , 12"W(PVC) (.) I-ON SHEET 9/,.) I!/ ON SHEET 9 , / ON SHEET 9 H---< 7 / I- <( t-----.., en ,, • • • --. {;j ,,,,..------+---+-------,:c::,..=-----,, µ ,.,., , / / , r.==~===~,.----=-c===~==~=l. \, ,r; <( 2 r--~--_\-',----------,,'---'-,1 /._ C ==-&'/21/3·: T •• \_) 7 C 'rx • X ~ X =x ~ •• , ' I ~ ~f-E ''-J"r ____ ~X_<..I..__~7 --;:_;':::...-=--=-x==-~---x~--~--;x ~ '----l~R=;pc:;;;l ~ 1+---+-EXISTING ~ / jO , e_~o 11 -EXISTING-+--+-' 1 t+---~-+--~+-+ EXISTING ,. I t I -- , en~ 6"W(ACP) ~----------I ~ I I 6"W(ACP) ';&, )'( -R/W I ~ 6"W(CIP) $ I I ,r; " ' ~ a, o N EXISTING CURB -..-, 1 t --I□ N nn I"') f"")LO LOLO 3:: -X I ALLEY 415B CONSTRUCTION NOTES CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B CONSTRUCT 8·-1NCH DIAMETER c-9-oo PVC WATER) MAIN (SDR-14) PER CITY STD-106-L-B ... • • A (j) REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH OIAMETER C-900 PVC WATER MAIN (SOR-14) PER CITY STD-106-L-B. @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT ANO RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET 11 ~ 1 1 EXISTING SIDEWALK I CJ ~ ~ ~ '-' ~ ~ --hf I I I I I ,i..-..r-s,,.-.. t---==.---------------+--1 3_ 1-Tt------------------i t----1,------------------1 ,:,;~~1~!2==-___ ___, _ri rr • ,r; ~ I I I (8} INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) ~ REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE ALLEY 414B ALLEY 413B ABANDONED __j 12"W(CIP) 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-7173-2 C " -"' " (.) " E " ,-.. 0 w en < :r: 0..1 en N 00 ..., §, ., "' " .c 0..1 -C ., E ., (.) " a. ., Ct'. 'CJ C " "' " 0 .0 " ID "' I N 00 ..., ,n ~ Ct'. I==' ; "' C ·c: ., ., .!: "' C ~ 0 @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANOARO STYLE CLOW 850 SERIES WET BARREL HYDRANTS .--------------------------------,,-----------.-----------.------------------------------10 PLAN AND PROFILE .§. G] ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE EXISTING BLIND FLANGE AND CONNECT NEW PIPE TO EXISTING 12" (FE X MJ) BUTTERFLY VALVE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE NO. 6/12/19 PER AS-BUILT DATE DESCRIPTION OF REVISIONS No. 70740 Exp. 06-30-21 <l>~ CIV!\. ~ '""' (ia' CA\.~ REVIEWED: 'CJ BALBOA ISLAND WATER MAIN REPLACEMENT ~ PHASE II m PATRICK ARCINIEGA, RCE 7o74o PARK AVENUE WATER TRANSMISSION MAIN f SENIOR ENGINEER ~ t-------.-----+-----------------------------1/ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH W-5382-S ~ l---------1 ~ CHECKED: DATE: , ,. , , PUBLIC WORKS DEPARTMENT SHEET 4 OF 12 ;;, AC 10;05;18 ----------------------------------------------------------------------------------------------------------~------------...... ------------------------------------ 1-------------1-------------+------------+---------------j---------------t-=-T t..XISTING--SURrA-Cc Ov'Er< CENJERLINL OE-e1e::>.>(i:-:,__----l-------------l----ll-----------+----------+----------+----------+----------+-----------t--------------i I------, 1 0 w (.) .,~ 10 1------------1----~-------l------------+----------+-------=-:-----+f-----------t----------;::;---t--t----------i---------------ii--~zl __ ,,;<C;,._ ___ -----, __ ---1------------+------------+------------+------------i 0"/ 0)' .._G' : i:5 ,0~ -/ ' " __] 3/ / / ' ~ / ( / ' ,,.~0/ S 0.0034 / ! 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I c O OO.t 3 0 0 2 \ "'-- ' ..._ L,,-"" :/' LO ' 0 ' m > !fl ".,, t:J w, ---+~-----------+-----------+-----------+-----------1 L _______ _J•W·2~----------l--------¼0"~(--~"<"",•~~------------l-----+---------+-----,>-£ll-----!f---------+---------{!}f---f-\-+,~+------t-----------FiT-----i-----i:,r 0 ,-' >-"' w > r I\ ~ ..._ ' 0 \ (.) < 1---------------1-------------+-------eo::l-__ ---ll--------------l---+--------/-1,-----,~-,-·<--------+--------------f x "' A L, ,-© 0:: <( 0 ->- ' 1-1-----+----------~·l+----------,,o->--,,;=x --o -1------------+-----------+-----------+--------------a ~ X m >N ...___ ' "'-,~-1---------,,...--J------------+----------;~-1------ll--------------1---+----------+--f-i::-cl---/---------t----------"' 10 1-->---l---<-----1-------------l-l-------"'-+-,::;::'+-----Llo''"';>-l------------+-----------+-----------+------------1 a ~ :s:: I"') + = l-l------l------------"'.-I-I-----_J ~.+--~~-(0 -1------------+-----------+-----------+--------------a • 0),-.... t-; t.::: _-I ~ (_o.i-+----J--------------'!lj+-----c,i+--'?-j-_JlLl,t_ "f-------------t------------j-----------------ii---------. + 2'1 "' - N 'o . '<I' ---~ + co + m <( -"'-~ CJ) 0 ' -. '-G · Q ~ rfi ' . + .~ + '~ + ;!;j ~ 1-"?---------t-rnl'l~+------------t----------is, -~?+---'AH-"·H-"1-l-"+-',-----t-----------c,;1~_ t, ~ ~ ~ § <t:--'°: +~-----------t-----------c-, N ~~------~*:r'::~ jl_____J=CJ..1-+---------+-----------+-----------+--------------a >-~ -s:---+------------r-------..c-,C: ,> r-I, r-> Cl) "-' ~ -i.::: -· Cl) ~: !';: "' "' 'SI-N > ...: . --' -:1!: .<ii-II ,c: ~ ~- ~ lO LO LO " 0 " 0 " 0 ,, II . II , ,... > e:: > e:: > /1\ r,; w ' L j I I ...J w I :I= -:,.-, ·-.. ' d' iii ..... z (/'I :z (/) z (/) z ..;;;. -~ z z z z ~---.,__,,. w, j I I ...J w :,.-, .. d' iii 10 ~ Cl) ~ Cl) 1-----~~------t-----------t-----------(,~_,NS-i'"---RtlCT 450 i...1 :JF-1-z~-900-(Ct-z11ct)-PV-e-WMER -M:td M~, --------l--------+---------"~=----------+-------+-------t--;:-;;SC~AL-;:::--E:---------i HORIZ: 1 "=20' VERT: 1 "=4' c L ________ _JL _________ _j __________ _j __________ -1 __________ ----=..J.-=--=-------------=-:-1-:--:------------:::-~:::::-1--------~~;-;;------------;;;~;;;-----------::;;;~:;:::-----------'------------'------------'---------i go 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 ~ " STA. 25+97.99 = EXISTING _r STA. 26+49.43 ~ ffi 8 STA. 10+00.00 BEGIN 6" PVC 10"W(CIP) HOR. BEND 0 ALLEY 411A WATER MAIN CONSTRUCTION -12", 45" DUCTILE IRON W COLLINS AVENUE 13 12 '(_ BEND (MJ X MJ) N ::::, 2 ExIsTING ----::;H'"Ht~" .,, _ • • • <( AVE Nu E 6"W(ACP) I -550-·~ ALLEY 412A --R/W Ill\ ,P"...- ----i;:::i-,1----1"/f ~ EXISTING PARK "' - I 0 0 N I a_ w ~ EXISTING I ~ R/W j,''6' ~ EXISTING SIDEWALK\ -~ ~ ~ 8 . - - - . .& 1 O"W(CIP) I;;: !fl" EXISTING SIDEWALK ~•'==~:ill / -"'---Y1,, '--5, EXISTING CURB -\ Iv~ ( . '--12"-lO I "'\. ";'~DD_ 1" SERVICE-(4) \ _526_ I EXISTING CURB --~ ,t.: -c>~ ~ % I ~\.-~ 6"W(CIP) EXISTING 10"W(CIP) ~ I -0 N w I 0 ~·' ~,,,:.V II _'L) ___ _, 'l/.:C..~J '-.J' ~ " .:,-' [,~:_ r ------~-_j u l u _ ~----( F I ___ ~_':::,,' V r.,, 0 '-/u ./ ,·~ ✓ i '-,I'\ ,I'\ o oq-= -' --;u L , ~ · '-" , ,r---,,~ w ---+ w --, w -~ w • ./ --1 • . -w w 0 ~w / , _____,,/' ~-vA'. v·l> -<$," w w w I w ~ ' + • \'1 W --I/ '1 W -~ W ,,1-ijj -¾:;:;;;::...:!!...-=-===--'~====...:!!...-ti:=:=-.:~====~W~==:::;"t.,.A,, VV \ Ii\ / : ~ ,, N / <v ' 0 -t-G---G / ' G-L -" ' / STA.-25+06" / '54\ 'oxo0 1 ~~ / ~ ~ N "<;f" ( (1) 14 / 0 / : ~ 14 (1) 1 '\2. ~ u/v \ , 2" AIR VAC ffi t!3) -:::y 'J; t \ \~ 32 11 ., ., ~)'.,o ~ ... <t: I-I~ T 23;,oo / N 53"09'10" w 24;00 ' '° I , _( --~ " , . , -I \ __ t / ~ ~ ,. , , v-v~ \ 0 b I '-l-I N '-l- I-w <·, A -I /X, 450.QQ' -' _ _f ~ ~.\ V' C/) w '\ I ,'/;=, ,,._ l\l,,_. ~7 ~-~ l_i0'c"~ ., J / ~I p,, t p,.\l,,, r Y""' I ~-_\, I -•a W I ~ -l = ~ l ~ ~~ -~ 1 ~ "'', ,,._ " ~ ,,. , -, ~ l□v ,~ ~ ~. 11.: -R ~ ;;.,1 . , R\ --v rJ 18"sD v j .11 ,-=ill' I ,, '"'"' " ,,l~,D f ' \ ,_-~ 'Y~-l'v ~ R\l;;:lfl I IY_ ~,~ .. --=-" ~ ' Z Cl) ' \'> N<-_j/E ~ •, ,~ ,= , ,.. ~ " ·"• ,·1 E/-=,....=.,-;-£-_-F-,--E-+--l--E_.'c,,_~t::=t=~='=='~tC,==~~ ,,E · E STA. 2 89.56 / •·, ~6' _J w C STA. 22+82.0 0 ;-~ ./ 8" X 6" (FE X MJ) / -STA. 25+00.24 ..___ ,._1-,"./ HOR. BE D \ ~ \ v-" "' V . E I W 12" CROSS 'i 1 1 11 DUCTILE IRON TEE ,. 12" CROSS SEE DETAI •s•-3 Q.. ~\\ Cl) • SEE DETAIL "I" ~ ' " SEE DETAIL "J" ;;: "-/ {) ON SHEET 9 ;;: • • ~ ON SHEET 9 (49\ • e) ON SHEET O \ -s, "-~. ~ ~ ---------.--+,-~----,').,,-,-----t, ~----..., '/~:.,i:::====1==~----::::.::......::'.'...:~'._'.'._ __ __'=:::::: \ ')., w cl'_,_ • '(fl ~ ' 0 I "' "' ~ 1_ j v ' x---1x -c :~ " .-"11'_,,~"="'·'-t---1P -~·-+ ---'-+-----I ' I J rx X !-+-<"HD; -I ~ \ ~ ~cl'-ocl't. -rt:., ~ (--;.J./ I I I I I I -527-!fl rx I ~ R/W ~-V ~ ~ ~ ~ I ...- "' EXISTING ___,__,__ ~ R/W ,-... "' co EXISTING_..___ " :;J <( ~ ~ 6"W(ACP) Ht==lhW EXISTING CURB -~ 9 6"W(ACP) g -EXISTING CURB -'\' - 1 ~ -~ S -1 EXISTING SIDEWALK Cl)W . ,.O EXISTING SIDEWALK □ 1,P ALLE\ 411B V~ g ---'-------==:::J---1 □ LI. □ ALLEY 412B CONSTRUCTION NOTES - a ll'.'. ::::) I- • "o I 0 "' -I \ -- (i) CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B @ CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B \ ~ EXISTING ' @ 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 CLOW 850 SERIES WET BARREL HYDRANTS 4"W(ACP) "-..._ ..___ \ \,A ""'\. ,_ STA. 11 +28.00 CONNECT TO EXISTING 4" WATER MAIN SEE DETAIL "T" ON SHEET 10 C-7173-2 E 0 N N 0 w !fl <( :r: "-1 !fl N IX) "' §, ., " 0 .c "-1 -C " E " " 0 a. " 0:: 'O C 0 0 0 .0 0 m !fl I N co "' lO t 0:: ~ ; "' C ·c: " ., C "' C ~ 0 @ ABANDON EXISTING WATER MAIN IN PLACE ,----,------,-----------------------,-----------.==:::::-------,--------------------------------i~ PLAN AND PROFILE ~ ill 6/12/19 PER AS-BUILT REVIEWED: @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) @ REMOVE VALVE, VALVE CAN, ANO LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 (§) REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITIH CONCRETE (MIN. 18"), AND ABANDON IN PLACE 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. ~ u'()' ~~ ,,.e ~ ~ "'o. ~fllSS[~ A~i.:.~ \.. A,f<'✓ ~ <S:~ 4;.;, i: i~ No. 70740 Exp, 06--30-21 ~~ C!Vl\.~ ,...., Q;'CA'L 'O BALBOA ISLAND WATER MAIN REPLACEMENT ~ .c PHASE II ~ PARK AVENUE WATER TRANSMISSION MAIN m 1--.....:::::=::.:....:;==::.:,__--+----------------------,--------------1~ W-5382-S E 1---------J ~ PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AC AC SHEET 5 OF 12 ?' L_ ____________________________________ ___L.~.....::.:.:.:.......1.:.:.:.:.:.:~.:......:.:..:..:...:, _______ ,1..__ ___ ___..___~____,:.~,:;.i___-------------'-------'-DATE DESCRIPTION OF REVISIONS CHECKED: DATE: 10/05/18 NO. AC CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1 EXISTING SURFAC OVER 1--------------1------------+------------+------------+------------+------------+-----;/--~bCE:N+E:RblNE:----Gf'----Pl "E:----------+-----------+-----------1-----------------,1---------------1------------+-------------i 1-------, 10 }-----+--------t------------t--------+--------+--------+---,;l-------+--------t------------t--------+--------+--------t------------t---{TI100-----1 0 '" '!2 (/) 0 N ll'." (.) " ~ > • z N + rn ~ -N ui - ~ lC) + ,.... i.::: " -· <I!-Cl) ~: ~ 10 w ' L I I -....J w I -:I:: :,..., --.. ' d' iii ~ Cl) <:.,, / / / V " ~·~ ' (0 ,.... N II z /,\ / ' w I=! ~ (0 -.x rn N -Cl 0 (0 -"'--· ~ ~ ci "' + + ~ ,.... co co ,n " N • -c-,· N ik---' ~ II ,-::: z -~ z / / I I I M •a (/) 0 (.) N - Q ::i + Ol ,-::: •a l " "-6' '-: 0 ,.... N II z / ( ~ w .... • (0 >X . N rn -Cl N -'O. CD i ~ > + + (0 (0 0 co 0 Ol ' N 'N > ,--<(-II ' ~ !";; f ,-::: ,a z - / / / ( _J_ S-0.0008 co ' 0 ' _. 0 (/) \ 0 iY "-&-(.) • "._.J' N 0 - st + -- IQ .,,- + --0) . ' N _!_ II ~ .-: ,-::: f ,a Cl) ~ w, 10 ....J w I -:I:: ~ --.-■ ■ I d' iii ~ Cl) ceNSTR:tlef-6f)Q L F OF-1-2 ~ ➔flo-teL-zf)EfyPVe 'v ~--TER M:A-f~rct~---+-------t---------+---------+--------=t -S~CA-LE-: ---------I HORIZ: 1 "=20' VERT: 1 "=4' C ---------~------------+----------~------------+----------~------------+-----------~----------~----------~----------~----------~----------~----------~-----------10 26+50 27+00 27+50 28+00 28+50 29+00 • . ill STA. 26+61.43 ' 1 ~------HOR. BEND 12·, 45· DUCTILE IRON ALLEY 409B 29+50 30+00 30+50 31+00 ALLEY 408B 31+50 32+00 ALLEY 407B 32+50 LO 0 \. BEND (MJ X MJ) --. EXISTING 1 ~ 0 _ ("') W 'u~~-W ' 6"W(ACP) ::) -706-• , v _ Z ::) LO EXISTING --' 4"W(ACP) ~, -~ -600-N '-.. R/W w I -I 0 0 N I I (Il W I 6"W(CIP) .!. ~ W I ("') '-' 0 0 EXISTING SIDEWALK -• 0 0 -N N -R/W >-z PARK EXISTING ],_ AVEN LJ E O z it EXISTING -;; EXISTING SIDEWALK\ 0 ::) > 8 ~ <( > -EXISTING O , 1 o"w(CIP) p N ,.,, <( I N EXISTING O ;;: -EXISTING 1 ;;;._ -12"w(cIP) N <( o C:--.14 (i) I ' EXISTING :uRB -i /LL_ , ; ,1 ;;;._ (i) c:-I -1o"w(cIP) ~ '" 12"w(cIP)1 f c:.-'--ill O <( L 1 14 i :, l-o ~ (' tJ> '-' I ,.-,-v--v---,....,_v-~ l\,';}11 ~J~L._1__',;;;;l ~~~=~~*~ti L.:=r:=+l-,-----+J-~' ~I I ,.( \,L ' '-.. -804-I I QJ ) ::, (/) I II Ce ~ /J:z==='\ \7~~~~~~~~s;;,=-==-----~"'7" / 121---!("l\l'i < I J I A / •= L..L..,,,,---t=='i'==a!..,.--------l----~l.~,,q:r(l'"", ~ l. :::.. 5• -EXISTINI -'URB ~ I I I I If ~'\ 0 • --r-,, \ ( / t-1 ~ -~..... _'-L.._1 r •. ·-i-r--b-W -~. 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I-/ 21111 00 n '---,_,,., '---'-2sII ee , ; \,_ 2e1I ee / '1. ,tj !10IeII eeN 89•11'ii>" 'w' 600• \ 02II ee '1' '~ : 1- ~ I -"" :31~ I 88 -7( W '' '' ' ' I '' ' '' I '' < ' \. •: '' I ''I ~• '' \....,_ / ., I ' ,d \ '' '' ., "' ' I '' ~ : '' I '' / ~ ~ W ~ ~I\.~ 1-((Cc(( •~f~~j -_PJ~ ((~I-,~~~~~~~) E @ • ( ;1 ~~~=((~J:;;=~3:v>~ ((,.;,~~,~If~•~:~) @(IT 'E---E---E ( P-11~•.~~ "',~ \,,,.,"·v'-,~l~,~10~~~-r-ff E\~ \~ ~ E-~ ~ I ·-'-' z w ~µ E .,. 'E 4 )} E ~ .~ , • c -/ E ----"le' -~l.----1--:l. -......_--'----""""--JJ/'\\ ___ -_~-----'~--"--=...-~-'-~--"'-!..:f' =+-+-IT'5,,---'il'----'+ Jl __ '+--·-==.-_,,JIC..J-_--'JI'--'-'''-~ -~ j)..;_ y ')} ~ p ' 1 => ....., _, JI --=-JI .Jj • .;;;3'))" , '\. ,, Cl) ~ 12" CROSS 12" CROSS ,n w 01 °1 12" CROSS -' 1/ -....J w ~ STA. 27+15.64 ;' ~r _ _.,,,, --,, 12"-WATER M-AIN WAS CONSTRUCTED ~x~ .,. STA. 29+34.50 ;---.,,..,. • • STA. ~./.14 J/7 v~'" _,.,. 's::::::::_/:,.... "('~ ~....J WW 1 6' OFF THE NORTH ClJRB FACE_. . -v, (' ,-Cl) I SEE DETAIL "K" '-' '------·:-,: -• SEE DETAIL "L" ;;: 5l ~ "._ SEE DETAIL "M" I (.) ON SHEET 1 O ON SHEET 10 " ON SHEET 10 w3: '-' "(' (.) i t-~---------~I : "~~ en ,, ;~ ~ ~~~i?'~~~---~1;::~11))-~~--,~1;::~11"('~""~, ,_ I -t<;'i~,,,.w~~~~~~~~~~~~~\:,,,.:~~:;~~~~~":£====:::~ C/l fo --1----------------'"'t-t i '-' l, (f""" -R/W l " / I I 1~ / ~ 11 I '..J ")J ' , I l 7 I I I I (0 N -I EXISTING --H -:' 6"W(ACP) 5 i,:y I .;;;:;111 • I ~ ' !: c, EXISTING CURB -EXISTING ---t--lH f-X-~ 1 4"W(ACP) 1 H N'2_, EXISTING SIDEWALK 3: I -(0 (0 N N --I I I (0 N N -w -I I ,_ _______ --r+-----i ltt----------------l r---__ ~-----~I'". xi~-----~ I ------EXISTING _ ~ -6"W(ACP) ------- ALLEY 409C CONSTRUCTION NOTES (i) CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B @ CONSTRUCT THRUST BLOCK PER CITY STD-510-L @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO TIHE UTILITIES YARD AT 949 W. 16TH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE CLOW 850 SERIES WET BARREL HYDRANTS @ ABANDON EXISTING WATER MAIN IN PLACE @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) {§) CONSTRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L ALLEY 408C ALLEY 407C & 6/12/19 PER AS-BUILT 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 far its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. REVIEWED: PLAN AND PROFILE C-7173-2 @ REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE ~ 1 ~fllSS[~ J~i.:.~ \.. A,f<'✓ ~ BALBOA ISLAND WATER MAIN REPLACEMENT <S:~ 4;.;, PHASE II i: i~ 2e PATRICK ARCINIEGA, RCE 70740 PARK AVENUE WATER TRANSMISSION MAIN No. 70740 SENIOR ENGINEER Exp. 06--30-21 o_ ~ ~~ C!Vl\.~ DESIGNED: DRAWN: CITY OF NEWPORT BEACH W-5382-S ,-....: Q;'CA'L AC AC NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 6 OF 12 C 0 ~ " 0 " 0 E 0 I') N 0 w (/) <I: :r: 0..1 (/) N co I') §, ., " 0 .c 0..1 -C ., E ., " 0 a. ., "' 0 0 .0 0 rn (/) I N CX) I') ,n t ll'. ~ ; "' C ·c: ., ., C "' C ~ 0 0 <I: ~ "O i" 0 .c ~ rn ~ rn L ., " 3-AC 10/05/18 ,__ __________________________________________________________________________ _._ _______ ___. ______________________ .._ _______ ___. ______ _., ______ ....__._ ____________________ _._ ______ ___._ EXISTING SURFACE OVER /'---eEN'fERtlNE-0 P-PIP"'"_-----------+------------+------------+------------+-----------+-----------+---------------1 1-------, 10 }-----+--------t------------f--------+--------+--------t---;f---------f--------+--------+--------t------------f--------+--------+-----[TI100-----I I I I / / i-------------J=========t==t===::!S:::-~O~.n~nn~R ===:j::;;=====¥:=,=====t============t====~=======t==========<:~,~nn~!O!~,n==?l=========::::::l/lllM=l============l=:::::::<:~n:::n~nn=::::?======t=====::::ljl::::::====t=====<:,n~~nnn~?=====l=====\l=,==::"=::~O~..Q~-G:!+~•,S::n--=--=i-+-----------1 / / 0 &-w ,n -I=! (/) ' 0 A-w ,I=! ,.---u <D X .---> <D X 0 " ' ' N N [ll '"' -0 N -+ ~ ' ~ ... > ~ M ~ ' t ~ <D "' ~ '° + 0) + N + N N ,-.. "' ,-.. "' ,-.. i.::: en-N , N ,.. ) N . 0 + :1l ~ II en .:: .:: ~ -"' z "' z 10 w -- ' + ... , .:: ,n L I I -...J w I :-I= :--' .. .. ' d' iii ~ en ' N' ,-.. "'• >IL z -" (/) 0 u ' N --Lfi -+ lO "' ' 0 ' -r' A-~, > f-(/) ~ <D X 0 H ---------,1-------------1-,cr+·----+--------+----------1 0 ---.---N, N [DS:? I --i -----+-----------+=l---'"'Ll--------'l-J'+------------1 > ,-.. ~ > • ~ ....... N N + l-l-------1------------+~st----f-------1"t"1-f-------------l lO IXi M + ,-.. "' < + "' + "' ,-.. ,-.. 'N > , ~- IX) ,-.. IX) ,-.. A" N"\ ----+------------,,.i-.+-----------+-----------+---------,.--,r,·t-'-o-t----+------------t-t")" N rJ N ........ e--i----+------------+-«-=--,--J.! <(r-·1 --!'11------=i....:--H'-""01------------1 ,_ ~ .,,_ .:: f-> ,n z (/) z ..== -I-, en .._,, , .... z ..... z -w, 10 ...J w I :-I= d' iii ~ en ceNSTR:tlef-6f)Q LF OF-1-2~ ➔flo-teL-zf)EfyPVe 'v ~--TER M:A-f~rct~---+-------t---------+--------+--------=t -S~CA-LE-: ---------1 HORIZ: 1 "=20' VERT: 1 "=4' C ---------~----------~----------~----------~----------~----------~----------~----------~----------~----------~----------~----------~----------~-----------10 32+50 33+00 w I 0::: w I N I => w --.... I -a.. z 0 0 a.. w &~ 0 N <( > I en <( _r ,..., /~ I 0) ~w 1 •I'-(-oo ~ -~ ~ I > > I CONSTRUCTION NOTES w 33+00 I <D N -I I CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SOR-14) PER CITY ST0-106-L-B @ CONSTRUCT THRUST BLOCK PER CITY SID-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 CLOW 850 SERIES WET BARREL HYDRANTS @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) @ REMOVE EXISTING VALVE, CUT AND PLUG ENDS OF PIPE WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE 33+50 34+00 34+50 35+00 -R/W I ALLEY 406C 1 (/) 0 )> r "' 2e o_ ~ 35+50 36+00 36+50 37+00 37+00 I .. ,. I E E 'f-P !'-. <'"" EXISTING -----t-tl 6"W(ACP) ., ALLEY 405C 37+50 38+00 38+50 ALLEY 404B E-XIS'FINEl 6"W(ACP) R/W I "' -EXISTING SIDEWALK ~ 14 "' EXISTING CURB -1 1104 , , x-w, r;-, I ~ w w -------=-.JI --~--~ , ► p <D I ) I :~ ; ~.'.) I ~ I -ALLEY 404C 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-7173-2 C 0 -" 0 " 0 E 0 <D N 0 w (/) <I: :r: o._l (/) N IX) "' §, ., " 0 .c o._l -C " E " " 0 a. " "' 0 0 .0 0 [ll (/) I N tX) "' lO t "' ~ ; "' C ·c: " ., C "' C ~ 0 ,--,---.-----,------------------------,,----------,-----------.-----------------------------to <I: & 6/12/19 PER AS-BUil T ~fllSS[~ J~i.:.~ \.. A,f<'✓ ~ <S:~ 4;,;, i: i~ No. 70740 Exp. 06-30-21 ~~ C!Vl\.~ ,-....: Q;'CA'L NO. DATE DESCRIPTION OF REVISIONS REVIEWED: PATRICK ARCINIEGA, RCE 70740 PLAN AND PROFILE BALBOA ISLAND WATER MAIN REPLACEMENT PHASE II PARK AVENUE WATER TRANSMISSION MAIN ~ "O i" 0 .c ~ [ll 1-----~-----+-----------------------,----------1~ W-5382-S ~ SENIOR ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DATE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1----------1 " SHEET 7 OF 12 ?' AC 10/05/18 .._ __________________________________________________________________________ _._ _______ __. ______________________ ...._ _______ __, ______ _._ ______ ....__._ ____________________ ...._ ______ __._ 1--------------1------------+------------+------------+------------+-----~-"=)(/-5'FING-SlJRF-AGE-0-VER~-------+------------+------------+------------+-----------+------------+------------+---------------< CENTERLINE OF PIPE 0 '15~ 1------1 10 }-----+-----------+---2 l~-----+----------+----------+-----+-----+----------+----------+-----------+-+-~,,:,,;z'l _-+-----+----------+----------+----------+-----{TI10D-----I Z<>'. = 0:: l----------+-----------+----'NH·l-~w:,~~~~~~~~~:•-,'ts•~-----------+--------------r------+-------+-------------i-----------+------------+---+-----+-------i-------------i------------i-----------------1i---------------a ~u ~~-----~~----~---------~~-----~----i--------------+---------~1/ ::, ·U.UU/8 0 /2\ -w I::! '° X ' ,, / (/) 0 u S 0.000/ • S 0.0011 w .= I{) ·-' II > •X"'~'CIP~•)=-==-=i)cf-------t------------t------------t--------------1 f- ' 0 ' rn ~ N (!) ~ -" ~.~,-1-----------+-------=1-_p:::++-\--'ffi'-l---------+--------"·~=+---+-----------+------------l---------=1------11-------------l -'=+-------l-----+------------+-----------+-----------+----------I 9, N ~ m ~ r,,_ + N ~ --~l---------+--------'2~--+-----------+-----------+------l---l----+-----------.µ!.>!---~....._+-----l-------------11-------------1-----------+-----------I I{) I{! 7' 0 en ~ ,~ :r;:: ~ <:! ~ + +, +<0 +sr + 0 + m 1--------~~~~~~---------+------~"'r,~~~~n"',~ "''° 0 ~ ~ -• ,-, ~ , 1:--~..-,1-Ns-. --------+-------~,.,,~N~. ---+------------+------------+-------t"a.s-----+------------+-..++--s----~.-+------+------------+------------+-----------+------ l-----------+=-J-F l-----------+--------<l'-.J!c--! ,i--.;:c-,---<C-11,---------+--------<t;-:f-.!11~-+-----------t-----------t-------<t: (J) ~: t: z ,t:; z ~ ~ ~ f I-~ m N ,,., ' N ' l"i u ~ • II l----j -10}---+,~~-------+-----__..iil..l.:aa._~'-~,:J-___i,2..L= ______ + _____ _j,Qcl...=.._+--------+---------+--------'lll..l.::a;___-+--------~....ia..l~----1~~---~--------+----------+---------+----{::: LU, ,:: ,:: z ~ •a z " l'"l'"'I i::: LO 10 en l- ...J LU ~ + I :-':: -~ 1------------f' 1----------1-:---''+H" :~t----------+------------+-----------+-----------+-----------+-----------+----------+-----------+------Fll-h d' iii -. 7' ;--- ~ en LU 'en SCALE: HOR/Z: 1 "=20' VERT: 1 "=4' C: ---------~------------+----------~------------+----------~----------~----------~----------~----------~-----~-----+------------+-----------~----------~-----------10 38+50 39+00 39+50 40+00 I-'' 40+50 41+00 ALLEY 403B . ' 41+50 42+00 SEE SHEET 11 FOR 12" WATER MAIN ON ONYX AVENUE ~ LU 11 ---'q.t,1-P -~--'"',,,-, -5 ' -I ·~·-- -R/W c3 ~ ~ ~ 6 >--+t-~~~~~~) ~ [$'. :x >---+-1--R/W -1304- 42+50 ALLEY 402B ' -(/) i+I -+-EXISTING 12"W(CIP) -- 43+00 EXISTING SIDEWALK~';'~ :{0' LU LU 11 uJ ~ p ARK 1---l"-H-~3' EXISTING A VEN u E ~ ---0 ( : ~ EXISTING SIDEWALK\ EXISTING CURB -14 I / 33>-<1 'l2: > -I L (I ~I) I 00 , )<( <( I V J .)_ ',' '14' 12"W(CIP) -',' / J '14 "11 J ,.J ~[.'\-1-,1 EXISTING CU, u I \ J, ~ ~ X, ~ '-, ~ l(,'~~u~~§~~=~\_V="'f\!_;)~§s========"'=='--: Lx,-, J \_V \c::; \._I) 0 ' J '----:J -•• I. ~ • --s . I I t" ,.,-.. ~ . = L:: ~ I -LI, r'-, ,, I -1306-rf---,.. h :;:t=I--J:==I===~~~~';;';:;';'~~"-'-'= I ®~ I END CONSTRUCTION 12" WATER MAIN STA. 42+ 77.53 LO J.,\ r w \J w ('OJ ~ i w u, w r ! W +--~ W --• • W --;---....._ C; ..1 r i , ~ ,- ' ' + e ;, LEX/STI.~G Ill -• < \ / ~I '-CO (10J15 \ I 00 I"--~-----T'""-----+-4;_-l:15~"~c:n_-l8~--'--+~--!;_:'°:;.4_.J.. _______ ==='~==l;J",~l==~\~=t,=~-'4======'°~===1,===='--"':::::::'.,~';;;;:;~==========--~\--+='°~----============,===t'~-_,:1'::~-=-=-=-=-=-=-= ': f-~ 39+00' ., 11 , "'\ J.._ 40+00 / ' f 41+00 N 89"11'00" \ 0[42+00 I -I '-c:( UJ V ~ V I ·.1. ( ;t V V V V I V V V \ V V I ~.I w V V V V I V V ; • I-LU ~ ;; ~ " Ir:-.• ~,r " 11 • \ " ,1 , I " 01 " ,1 • ,; , I " 427.53' " ,-'-, , , \ ., I , , , L = } _j en I ~ ~' El\~ _t®''-E--E~ E /~'«.A..~~--«~,.~ 1c· =~'-((,g"~ 'U= ~ r(=.r1 ot'~"1------1';,,31~51ll------,'::✓-;:::;-H: .( ,( ,::-.•~~,r,·~~~J·'~l·__i::?J===l-J.--==== LU en 'll-. i-,l □ '-• A " • 111 I□ ~ )I~ .,;;?}~, ~~ I ~ '" ·~~~~~~~ ~□ D ~ = -. II z LU ....:.r, ,'-. ~ 1--'\. 132 < '--I) E _;;jl>)) 't' )} =,,.,.,11.. ?; ,~ ~ ~I) • ~ ''l).. JI .P' _;;:,:t / !~) , __ r~-li.,,_="-~.IJ-,1)_ .. _~_,,, ___ -_)I __ __,!___. H•-~ W --W · -...J LU I .:::: r STA. 40+37.36 }' •• / a ~ (/) 1 2" CROSS ,,, o o en ('~ Ill-EXISTING ----~-,v 1 1 I 8 1 B"SD SEE DETAIL "Q" 0 N 3' () "' ON SHEET 10 "' I?;: '° sr ~ t-----------....,~~-~~"'-I I✓~---------------------" /----t----t--.---.,,--------"", r=e===;:1=============~ft-~s~ WIIJb~'===========r~~=======::io~ ~r==:~~±=;Ej.,~--~~~ / 'IV""" (/) l -X X X x---X X I / [;< .J I 1 I 1 I.Lt -1305-~ l D ~ F-[Qj "'"' ~------"'. I R/W 7/ *' 11 I -1205-"' ~ ~ xi ~ ~; _ EXISTING CURB -~ ' ::J ,ex I ~~ -~ <O ~~ 1 n "' I I 1 :_ EXISTING SIDEW ,LK 1 1>-->+--EXISTING ~ , 4"W(ACP) 11 i ', B~ (1 N ~ -~ I ~ f- □ ~ EXISTING 8"W(ACP) EXISTING 6"W(ACP) ALLEY 403C ALLEY 402C CONSTRUCTION NOTES G) CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B ® REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) (8) INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) RECORD DRAWINGS SEE DETAIL R ON SHEET 8 STA. 42 I 55.55 12" TEE ® 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 12" CLASS 150 (FE X MJ) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-508-L, STD-510-L-C, AND STD-511-L (8} INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) 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. @ 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 CLOW 850 SERIES WET BARREL HYDRANTS @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ INSTALL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) ~ 1 & 6/12/19 PER AS-BUILT ~fllSS[~ J~i.:.~ \.. A,f<'✓ ~ <S:~ 4;.;, REVIEWED: @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES 2e i: i~ PA TRICK ARCINIEGA, RCE 70740 No. 70740 SENIOR ENGINEER Exp. 06-30-21 o_ ~ ~~ C!Vl\.~ DESIGNED: DRAWN: ,-....: Q;'CA'L AC AC NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: I I > > > > ' > > > > > ' I ' > > ' N - V V • ;f; m--EXISTING EXISTING I I : 111 -8"S(VCP) 12"W(CIP) .i.!_ I I~-~--- 4~ ·M 'I' LEX/STING I I I CURB E=T 11--I !i! @ r.v I EXISTING l1),15 111 B"W(ACP) 1 2• :I: 'I' I I I I 11 I I I I cp 10 u -- _ _1_~~~~~'7'~1015 -t"1 ---+---+,------1 I I 1_:i ~ !_!) @)~) '1'' ? C'J - ~ I II ' I : '1 : , ) i"ili@· I I I I I I' I I I I I I I, I 'I' I I I I, I < < ) I I I EXISTING 15 lJ UJ 8"W(ACP) 23 I -" • " & DETAIL "R" NOT TO SCALE PLAN AND PROFILE I C-7173-2 BALBOA ISLAND WATER MAIN REPLACEMENT PHASE II PARK AVENUE WATER TRANSMISSION MAIN CITY OF NEWPORT BEACH W-5382-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 12 C: " -" " <.> " E " 0 w (/) <>'. :r: 0..1 (/) N co ,,., §, ., " " .c 0..1 -C: ., E ., <.> " a. ., 0:: C: " :a; " 0 .0 " rn (/) I N co ,,., >!) t 0:: ~ ; "' C: ·c: ., ., C: "' C: ~ 0 0 <>'. ~ " i" " .c ~ rn ~ " L ., " 3-,._ __________________________________________________________________________ ...__....._ ___ ___. ______________________ ...._ _______ ___. _______ ......_ ___ ...._....__._ ____________________ ...._ ______ ___._ AC 10/05/18 EXISTING WALKWAY 2 [ EXISTING 6"W(CIP) ~~r 1 1 J======~=:1:--N I I CURB 111 9 1 o' +1-EXISTING -------t---, H---------- 6"W(PVC) f' <D CONNECT NEW PIPE jU, TO DEIST. 8" Md 7Tf DUFFERFLY 'VALVE NEW REDUCER Ii I EXISTING 8"W(PVC) <D EXISTING 53 PLANTER 15 f11 22 111 I EXISTING --:ffl~ 6"W(ACP) m 3:_ :I: I I I 111 I I Ul ' IX) I I 11 46 <D N EXISTING 6"W(CIP) ' <D I <D EXISTING IRRIGATION VALVE BOX I I EXISTING CURB EXISTING CURB BEGIN CONSTRUCTl':::0:::-;N--.::,,~ EXISTING 1" WATER SERVICE FOR PLANTER ACROSS THE ROADWAY. STA. 10+00.00 THIS NEW METER BOX HOUSES 8" X 6" (MJ X MJ) CONNECTION POINT ONLY (COUPLING) DUCTILE IRON REDUCER METER IS LOCATED IN THE OTHER 0 /'... _ _,,,--'-. PLANTER LOCATION & DETAIL "A" ---- NOT TO SCALE EXISTING 6"W(CIP) FUTURE PHASE Ill REPLACEMENT 111 I I 7 I I I Ul ' IX) I 11 I I I 111 I I I I I I ----,--EXISTING 111 8"S(VCP) 'i:, I 0 N -... & DETAIL "B" NOT TO SCALE EXISTING PIPE (SIZE & MATERIAL PER PLAN)] -E- MAIN SIZE TRANSITION COUPLING (SEE NOTE) NOTE TO CONTRACTOR: 3' MIN. n EXISTING PIPE (SIZE & [MATERIAL PER PLAN) -==a- MAIN SIZE TRANSITION COUPLING (SEE NOTE) 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 DETAIL "H" NOT TO SCALE EXISTING 6"W( CIP) FUTURE PHASE Ill REPLACEMENT EXISTING CONCRETE WALKWAY (W=7'-10", L=11') I I EXISTING I I 6"W(CIP) 11 I EXISTING R/W 1+1t-----+-EXISTING 111 [ EXISTING STREET I I LIGHT CONDUIT ------~~~-1~~-- 4 }--+-lMMJ-I I I I 36 ! ~51i~NG 38, J---+----.-EXISTING CURB I I 8"S(VCP) I : I : M EXISTING 10"W(CIP) ' ROPE PIPE 12" OFFSET 'i:, I <D l'l i ~1! ~7----,1 I I I N : 11 I I 0 I 0 N t:::::=-=.-:::::=-:..:-:..::::l~:Gttf~~-=--=-=-::::,·-----+ -... <D -... EXISTING CURB EXISTING ] l'l r=-=-;=-=~~~⇒~~~:i:;:::::------_j_ EXISTING 6"W(CIP)----W FUTURE PHASE Ill REPLACEMENT DETAIL "G" NOT TO SCALE CURB I I EXI G 6"W(ACP) DETAIL "I" NOT TO SCALE EXISTING CONCRETE WALKWAY (W= 7' -7") 15 r EXISTING 15 6"W(ACP) 22 Iii ,,------EXISTING 6"W(ACP) N rr,-EXISTING Ill 6"W(ACP) 11 34 m--EXISTING 1 I 1 6"W(ACP) N -E~~~(~~~ 16 .. ~ -~ ---w4:-i1r,-- EXISTING 6"W(CIP) !;J,E-==--=J=-=--=-~- EXISTING~ 10"W(CIP) ~--------------------EXISTING7 (8) 10"W(CIP~ _ l E_--_--_-=------i-----1-5-_--1 11 46 1'1 . ~ N ' [ ~J (rtt-t+t1-EXISTING O> 11 5• •1-EXISTING---- 11 6"W(ACP) I I'-<D I in 1 I u, 6"W(ACP) I : 1 1 1~1 EXISTING] CURB 111 11 111 11125 Ii 11 Iii 4 25 111 - LEXISTING 6"W(ACP) 8 EXISTING CURB 2 EXISTING] CURB 0 ~ 11 I 9 111 i Ii-EXISTING lJ" 6"W(ACP) <D ~ -... 2 EXISTING CURB 9 \ I -... 1 I I I r-EXISTING I i'I I I I 8"S(VCP) I 11! 111 ~7......-, I ~ I I ~!i! I I lfd N ~ I I I EXISTING CONCRETE 111 cl---._ I ;!_ALKWA y (W= 7'-9") 11 __J~ 111--- ~ <D 15 22 I 7 ~w & D ET Al L "C" & DETAIL "D" ~EXISTING 6"W(ACP) EXISTING 6"W(ACP) NOT TO SCALE 4 NOT TO SCALE 2'-6" 3' EXISTING -fT7 & DETAIL "E" & DETAIL "F" 6"W(ACP) 1 I I I '"'-J------,lt,1----,".--------T '-'"'-' I I I -... 33 11 rl ----.r--EXISTING I I 8"S(VCP)/ ~ _ = 1 1 1 ~ ~ 111 @ /,;;/~LEXISTING -> //. 10"W(CIP) , //; / EXISTING 11 1 /// ~ //.' 12"W(CIP) 111 / / 0 /, / / N 11 1/ 111 II to 'N 111 II -... ,......r--+-----l38 TING 6"W(ACP) DETAIL "J" NOT TO SCALE EXISTING CONCRETE WALKWAY (W=9'-3") CONSTRUCTION NOTES CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B ® CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B © 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-B 0 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B. ® 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) BUTTERFLY 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 CLOW 850 SERIES WET BARREL HYDRANTS (8) ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES NOT TO SCALE NOT TO SCALE 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. @ INSTALL 6" X 4" (MJ X MJ) DUCTILE IRON REDUCER @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ REMOVE EXISTING BLIND FLANGE AND CONNECT NEW PIPE TO EXISTING 12" (FE X MJ) BUTTERFLY VALVE @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ 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) {5) INSTALL 12" X 6'" DUCTILE IRON TEE (FE X MJ) @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6", 45" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ PROTECT IN PLACE @ INSTALL 6", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY STD-180-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 12" X 4" (FE X FE) DUCTILE IRON REDUCER ® INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ 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-B @ 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 @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ INSTALL DUCTILE IRON BLIND FLANGE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET ® CONSTRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L ® REPLACE ANY DAMAGED LANDSCAPING IN KIND (§) INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 6", 90" DUCTILE IRON BEND (FE X MJ) @ INSTALL 6", 90" DUCTILE IRON BEND (FE X FE) C-7173-2 C 0 C 0 -" 0 " 0 E 0 ~ 0 w Ul <I: :r: 0..1 Ul N IX) l'l §, ., " 0 .c 0..1 -C " E " " 0 a. " "' 0 0 .0 0 m Ul I N a) l'l "' t "' ~ ; "' C ·c: " ., C "' C ~ 0 ,----,------,-----------------------,----------.==::::-------,-------------------------------i~ ffi 6/12/19 PER AS-BUILT REVIEWED: DETAILS ~ No. 70740 . 06--30- C/Vll, Cl> CA\. "O BALBOA ISLAND WATER MAIN REPLACEMENT ~ .c PHASE II ~ PATRICK ARCINIEGA, RCE 70740 PARK AVENUE WATER TRANSMISSION MAIN m 1--_...:S::::E::.:N:.::IO.:.:.R...;E::.:N::::Gl:.::NE=E.:.:.R __ +---------------------.--------1 ~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH 1--W_-_5_3_8_2_-S---i i PUBLIC WORKS DEPARTMENT SHEET 9 OF 12 3-NO. DATE DESCRIPTION OF REVISIONS CHECKED: AC DATE:10 05 18 L_ ____________________________________ ___L.~.....::.:.:.:........1.:.::.:.:.:.:~.:......:.:..:..:...:. _______ J...._ ___ ...J...._~____,:.~,:;.i.__-------------L..------'- <D EXISTING EXISTING 6"W(ACP) 10"W(CIP1 (14) 1n1t EXISTING 22 1111 I 8"S(VCP) II I I l"f-i-rl-------11--. -~ E ____ ':]_ -----------1---3 ------ EXISTING CURB 9 N I - I 33 1: to ' N I I L EXISTING CURB A--+---!38 I I I I I I I II EXISTING CONCRETE WALKWAY (W=8') [EXISTING CURB I : I: I Iii 7 ~,..111 I I 15 I 22 ~ 1 IW EXISTING 6"W(ACP) DETAIL "K" NOT TO SCALE II I I I I I: : I : I I I I I I I I I I I I -... <D 'b EXISTING] CURB EXISTING] CURB . -N ill ,.-,,--, 1--+++-EXISTING 6"W(CIP) --- 7 I I 111 I I I I I I I I V) 00 I I I I I I I I I lEXl~ING 6"W(ACP) DETAIL "L" NOT TO SCALE 1 <D EXISTING CONCRETE WALKWAY (W=8') DETAIL "S" NOT TO SCALE EXISTING CONCRETE _l:M I I 38 I I I EXISTING CURB f17-EXISTING ! I ! I 8"W(ACP) WALKWAY (W=7'-10") I I 4 11 I: N N I I I: 7 I 11 I: I I I: 16 1: "' 11 I I ~ t41 15 ill EXISTING EXISTING----' 8"W(PVC) I I EXISTING CURB XISTING "-' "W(PVC) EXISTING~13 R/W 12 14 @~~~~~~K -+ 2 : -•--1-.i---1nP ~ F.H. .=---=-'=11 _ EXISTING _j • ---= =-- 1 O"W(CIP)_J EXISTING 14 CURB 51 EXISTING 10"W(PVC) 18 46 I I 15 50 I I I I I I Ii !_EXISTING 111 1 O"W(PVC) I I I I I I I 5'-o" s'-o" n-------111-----+-EXISTING 6"W(CIP) FUTURE PHASE Ill REPLACEMENT ~EXISTING R/W EXISTING BACK OF EXISTING :-7 ALLEY APPROACH _12·w_( c_IP) _J _&_4 l---"f'--fA----.l,~"--+-.L...1 ___ _ -------+ -------'<,----,---EXISTING EXISTING 6"W(ACP) E~ -j1~ (j4) [ EXISTING _T_ 12"W(CIP) =-3- EXISTING] CURB EXISTING j CURB 40 Ol 43 15 I I I I I I I 43 I 1 1 I 15 I I I <D 0 I 11 ~---!38 l-/<-.ilul1-·w 1:-EXISTING CONCRETE WALKWAY (W=7'-9") EXISTING 4"W(ACP) EXISTING CURB EXISTING STREET LIGHT CONDUIT ----,-= ===-~ 12"W(CIP) 11 46 I 11.__+-"-_,, 3' 11 II ;;: to ' ' <D ' <D ,,, I 'b .i,,,\,-----<D-48-N-;;=c----1---1-~ II 10 0 00 N EXISTING CURB ] EXISTING j CURB ill DETAIL "M" EXISTING_)', R/W EXISTING SIDEWALK EXISTING CURB EXISTING 10"W(PVC) \ D ET Al L "T" NOT TO SCALE NOT TO SCALE EXISTING BACK OF ALLEY APPROACH EXISTING----< R/W 3,_0.111 II 7'-Q" I EXISTING 6"W(CIP) FUTURE PHASE Ill REPLACEMENT . .,,,-EXISTING ,y 4"W(ACP) ill DETAIL "N" NOT TO SCALE CONSTRUCTION NOTES CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0) CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B 0 REMOVE EXISTING WATER SERVICE LINE FROM TlHE 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 TlHE EXISTING MAIN TO TlHE WATER METER AND INSTALL A NEW 2" METER SERVICE PER CITY STD-503-L WITH METER BOX AND COVER 0 REMOVE ANO REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B (j) REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-L-B. ® 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 WEOGE GATE VALVE WITH VALVE BOX ANO RISER PER CITY STD-508-L, STD-510-L-C, ANO ST0-511-L @ INSTALL 12" CLASS 150 (FE X MJ) BUTTERFLY 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 YARO AT 949 W. 16TlH STREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE CLOW 850 SERIES WET BARREL HYDRANTS @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ INSTALL 6" X 4" (MJ X MJ) DUCTILE IRON REDUCER @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 @ REMOVE EXISTING BLIND FLANGE AND CONNECT NEW PIPE TO EXISTING 12" (FE X MJ) BUTTERFLY VALVE @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X CIP) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER <D I ':..!- 3'-6" N 7 EXISTING j CURB 15 <D <D (4148~==::jrft----( 9 I 'b to ~ I --+---<38 EXISTING] CURB 38 I I I I I 15 i Ii I t EXISTING 6"W(ACP) ill DETAIL "O" NOT TO SCALE EXISTING CONCRETE WALKWAY (W=7'-9") N N 3 7 WI 1'1 lEXISTING 6"W(ACP) ill DETAIL "P" NOT TO SCALE EXISTING CONCRETE WALKWAY (W=7'-9") 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. @ 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 MJ) @ INSTALL 12" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ PROTECT IN PLACE ® INSTALL 6", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ RECONSTRUCT PORTION OF EXISTING PCC SIDEWALK PER CITY STD-180-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 12" X 4" (FE X FE) DUCTILE IRON REDUCER ® INSTALL 4" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ 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-B @ 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 @ REMOVE VALVE, VALVE CAN, AND LID AND RECONNECT PIPE PER DETAIL "H" ON SHEET 9 ® INSTALL DUCTILE IRON BLIND FLANGE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TlH STREET ® CONSTRUCT 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY STD-515-L @ REPLACE ANY DAMAGED LANDSCAPING IN KIND @) INSTALL 8" (FE X FE) DUCTILE IRON CROSS C 0 C 0 -" 0 " 0 E 0 0 lO 0 w V) <I: :r: 0..1 VJ N 00 ,,, §, ., " 0 .c 0..1 -C " E " " 0 a. " "' 0 0 .0 0 m V) I N 00 ,,, lO t "' ~ ; "' C ·c: " ., C "' C 4"W(ACP) ilf--------------_ _,, C-7173-2 ~ D ET Al L "Q" I WL_EXISTING NOT TO SCALE 12"W(PVC) DETAIL "U" NOT TO SCALE 0 ,----.------,------------------------,,----------,-----------.------------------------------to <I: ill 6/12/19 PER AS-BUILT REVIEWED: ~fllSS[ ,:,~ \.. A,f<' PATRICK ARCINIEGA, RCE 70740 No. 70740 SENIOR ENGINEER , 06-30- DESIGNED: DRAWN: C!Vl\. Cl> CA\. AC AC NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TIE: DETAILS BALBOA ISLAND WATER MAIN REPLACEMENT PHASE II PARK AVENUE WATER TRANSMISSION MAIN CITY OF NEWPORT BEACH W-5382-S PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 12 ~ " i" 0 .c ~ m ~ " L " " 3-AC 10 05 18 ,._ __________________________________________________________________________ ...__....._ ___ ___. ______________________ ...._ _______ ___. ______ _., ______ ...._...._ ____________________ ...._ ______ ___._ -EXISTING SURFACE OVER t----------t------------t------------+-----------+-----------+------------+------------+-----+--~uENT t.Ku1,,jt. ur r we I 10 I t----------t------------+------------+-----------+-----------+------------+------------+------h2-4:__Ml'I IM S 0. )008 S 0.0040 s o.ooo;g S 0.0040 0 -co 0 r-: . 0 q -+ :!: + :Q -c-J -"' " " z ,::: > ,-: > -~ z -z f-> -z u I- u ~ I-L{) co IJJ ';;' -z..: 'z - s n nm .. (fl 0 u X a:i -c-J . " ,-: > -z 0 -N . " L75 :t -· ..... -, -. ~ ..... I-r'"'I IJJ 7' 10 ' 0 ' ('1 Q UJ L---1---------+---------'-'-·~---------+----------+----------+----------+----------+-----------+-----------+-----------+-----------+----------+--------~z-UJ 10 10 Q t----------t----------~~:aa--,~------------1-----------1------------t-----------t-----------t-----------+-----------+-----------+-----------+-----------+-----------i-t-i'rr---------1 ;;; 6w _. ~ "' -~ I I I -' ,.,.. ,-: N I.I.I (fl - .L -' rn 1---------+--------+--------+------1----------.:re~eN-S=fRl:l&r-5-51 -:-00--L-F-0F-1-21Lfr..900-E6L---200}--PVC 'vvA-"fER-MA:t-~•'~J-----1------+-------+--------+------.!ae'-rr.lli~------1 SCALE: HORIZ: 1 "=20' VERT: 1 "=4' C t----------~----------~----------~----------+-----------+-----------~----------~----------~-----------+------------+------------+------------+-----------~----------1 0 10+00 ''I ~~ Ii ~ SEE S~EET 8 FOR --+Ir'~ 1-+---+-#!J'--+-------1 PROPP'."EO 12" WATER I II _ -,½ __ MAIN 9 1 PARK AVENUE /p ~I / I1 ./ ·.:•,._ -----~ I I ~ f-"-f'\-/\.-'11 / h-~ ,....,_ h..,;;...o )=--.,x:,::.:::::-~'=~x-::::;:..u / -/ /, E BEGIN CONSTRUCTION 12" WATER MAIN " 11 35, ONYX AVENUE STA. 10+00.00 = STA. 41 +35.60 7 PARK AVENUE X -, ¥. ' UJ ::J z UJ ~ ::::.::: 0:: <( a. CONSTRUCTION NOTES l l l CD CONSTRUCT 12--INCH DIAMETER C--900 PVC WATER MAIN (SDR--14) PER TRENCH DETAIL ON SHEET X ® CONSTRUCT 8-INCH DIAMETER C--900 PVC WATER MAIN (SDR--14) PER TRENCH DETAIL ON SHEET X @ CONSTRUCT THRUST BLOCK PER CITY STD--510--L @ INSTALL 12", 22 ~-DUCTILE IRON BEND (FE X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @ 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 - 10+50 I ABANDONED EXISTING 12"W(CIP) TRAN'ISMISSION MAIN . 11+00 11+50 ' 12+00 --210----212-- I ' ' Jiiiiiit,-~;;z::. SCALE: 1 "=20' 12+50 13+00 13+50 --221--223- --214----216----218----220----222-- 14+00 14+50 15+00 15+50 -225- --224----226-- "' I "' I "' I ~ ~ I I ' EXISTING 8"W(PV~) PER ~ 1 BALBOA ISLAND HASE 1 [ ~JECT (W--531 -s) 1 ' n : I -, r -,os-I , I L_ g ~\U / l ____ ~J]! __ _,_ ~ ~ 15t00 <( I- I cb f-UJ 1 Cl) UJ CONNECT TO EXISTING UJ 12"(FE X FE) DUCTILE z_ IC/) IRON CROSS _J UJ ..1--~---77,---,,-x-:£;-'l-;::-.---,=----_-~---=----,-=-=._---1_ B lli r .. ," '1 --7'◊--(6•-=~ ~ • I R/W -I l.Fl'-+---I ,-------1 ~ L I ' EXISTING CURE L I EXISTING SIDE~11LK I ::IE 111 .. :----1 30•-o.. I _, ~tt----tt--~--H-7~''-t--1 o· -o· ~-I I _.J I \.._ 40'-o" )'<_ ,I ~ ' ., I --300-- '-'- --300 1/2 -- RECORD DRAWINGS --302-- I I ' ' 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-7173-2 C 0 ~ Cl) CJ " CJ E CJ L{) -- w (fl <( :r: 0..1 (fl <N co "' ~ ., Cl) 0 ..c 0.. I ~ C ., E Q) " 0 a. Q) [t'. ·" 0 :::;; u C CJ Cl) 0 0 .0 0 m (fl I N co "' L{) ,k / CJ:'. ~ ; a, C ·.:: Q) ., C a, C ;!!- 0 ~----------------------------~-----------------~-----------------------------10 <( PLAN AND PROFILE ~ u Lt, 6/12/19 PER AS-BUILT REVIEWED: i" BALBOA ISLAND WATER MAIN REPLACEMENT _g PATRICK ARCINIEGA RCE 70740 [FROM STA. 10+00 TO STA.15+50] ? ASSISTANT CITY ENGINEER m 1-------,,-------+---------------------.----------1~ DESIGNED: AC DRAl'IN: AC CITY OF NEWPORT BEACH W-5382-S E ---------1 3l DATE:lO/OS/18 PUBLIC WORKS DEPARTMENT SHEET 11 OF 12 3,-NO, DATE DESCRIPTION OF REv1SIONS CHECKED: AC EXISTING SURFACE OVER l------------lf-------------l-------------t-------------l-------------+----+==----e~1N'fERl:INE-ierP IP~F---------+-----------+-----------+--------1-----+-----------+-----------+-----------+----------l 1----------j 10 l--------ll------------+------------+----------+-----------+----+------l------------+------------t----------+------+----+----------+-----------+----------1--------1 10 1------1 i-------------Jr"""--------..:S:_-..;09 0;:;;0~5~1=========~=::::;:========i==========S=0-*0~:,0~2R:::::=========f==r=======~========::::':=:!'n~hn~n"-~=========F======l==-----=="":fli_j_z'.'._W(.C.'..'.'.IP'::!:.)::IJJ ______ 1 __________ 1 __________ 1 _________ 1 <O --OCl 0 1--------11-,,:-si,-----------t-----------+--+---------+-----------+-----------+--+---------+-----------+-----------+-------t,_;=-----t------------t-----------+-----------+-----t 0 1-------------lh ~~------------tt---------------j--,...,~-+---------+------------+------------+--~~-•l-----------l-----------+-----------+-------~----+------------+------------+------------+----------I z • ~ z '--T sj-± 0 ro~ -ID---------+-----------+-----------+---,~-=-------------1t--------------1-------------1-------+-----+-----------+-----------+-----------+-------------, i-----------------.=1i------------------1-----------+----..·-1al't--------------1t--------------1-----------+-~,;i:_-.;:,11--------+-----------+-----------+------l-------+-----------+-----------+-----------+------------I i-=: > V) z 0 ~-------~A~l--------------1-----------+-~~Z •.--· 10 + 7 Ll, 0 ...... . ~ . u Cl) V I I I -~n-. l------"CLfr---------+----------+----------+----------+----------+-----------+----------+----------+-----fl=i::~1'--lL,---+----------+----------+----------+---~-1Q f-----l z ....J I ~ A" "5 [ I I w ~ VJ (j) t'--L' -+ '-v, , - --w ---------+----------+----------+----------+----------+----------+----------+----------+--------169 -~<(~--1--------------il--------------1-----------+-----------1 7 """'t-----+-----------+-----------+-----------+-------------1 '-'-' CD --------t----------t-\c:;ICQ.NS--m.-lJG+-, ~2-7-.--19-bF-G-F-~~G--9QQ-1G-b--2Q1 )-\ 0 v~A+e.R-MAi ... ~"--~----+-------+-------""W"-+-Cl)"--"-------+-----1-------+-------+----------.I t [7 -SCALE: - HORIZ: 1 "=20' VERT: 1''=4' C 1-------------1~-------------t----------~----------~----------~----------~----------~----------~----------~---------t----~----------~----------~----------~---------o O C 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 I ' ' ' ' ' EXISTING I ' I I ~ EXISTING I -319-I I I I I 8"S(VCP) 1 • ~ I 8"W(ACP) I :I -:~:TING SIDEl ALK 111 111 : : : : i ----------rl-- ---- ---- - I I I EXISTING Cl R3 -' -323-I I I ~ 11 i ~ :I 0 II -309-I -311-y ~----r' I 321 .I 11 ,_ J 111 -325-I II I O -327-I I I -333-I i. I -339- I I I I I I I I I I I I~" ,:t -313-I : I -315- LO+ l ~I _L..1 ~~:-c;::_=_::;_;=_=_=_=~j-l~======----(~,1-1-=I ~,rrv-rv-r-n -317-~fJ~. ''I-.. j. I ~ -~ ( n-\.17 _ ~ I I r+--,_ DECK io I ·11 i ' 4'-o" -- .,. c__] ,L__, ====='=!!-'' ->\1-.. ( . --='c'cj,"\,,S ) 10 • I ~ I • ' ' .r ' r ~ ...... I-X _Q._x ~~ ~,i=::;c;c;,a,:,;;dc' --r1'-+-----:x l)<''-+-~x _ ~ -'c---l ~-':':"~-,==~ Cf/A"-',hl------+-'-->&'I _L,u = -.:v-1 ~c1-=-1~~~~-~r~,~-s j,.._,./V l J \___, , 1 1 .... E~ "' ti > \~~.i x X ->'t ='.L $ ~ 16;00 17+00 N 0•50•47" E 411 _1•9 •• }-)'--' ,u-:-uu • 19;00 r , ! 1 • ~A-·.~ 00 ww , c_ , ;__ , b 0 1 -1 1 , r SEE DETAIL v ~ • , I 8 j• ONSHEET12 ~ V5 ONYX 'j' 'j' <O AVENUE ~ !·1 l ' I END CONSTRUCTION 12"W(PVC) -l-------------------------=========~;~~~~=----,-=-----=--------=~l-=gl-----=~~~~~~====::=-~---~7 ---1-117s;-J·ll-LJ l(__]c~o~NN:E~C~T~T~o~E:x1!sT~1N:G~1!2·~w~(A~C~P:) ___ J ....J W Ii STA. 19+77.79 ~ (j)W ~ ~ ' ~:'<Y \ J ••; ~I,, -'-' -----~ " ~ [X ___ x ' ,-1 x--~x r o--1 a::a:-c;rv::::-@J I ::,,?-)vO~X ---;T> --::.. t ~ \ r v, -X ~'\ ~ . rX X,-----iX (\ XA I-<( ~ '_ -a +-- - - -=---=~~========~~='e==::='=~,......I - - - - -'I - - - - -I - - - -y----_y_ -1 --) ( -'-\' ~, '"\ ,_)-326-~~~ , "r-rv-..1 T - - -~-{-I~,~ F ==-===-'=-======'-~~ ~ v,, \;i -> c~ D" 7J-) r" : 111, ,-I "'\..J --'"'' I \ · ~ _306_ 1 -308-1 1 -314-1 -315-1 -318-11 -320-I x1 -322-1 _324_ 1 -326 1/2-' 1 33o-, 1 I -1301 - J, ,--., -~, ; ,, f: j -312--310- -304-i i i i i -316 1/2-I i i i ! -;~:TING CURB-i ~ i i i l t :;!~;;:: ,;,- 1 EXISTING SIDEWALK 11 I I I I I I I I I I I i xi I I I I I I I I I I I I I Ii .1--:':----,L I~--------------- I CONSTRUCTION NOTES CD CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER TRENCH DETAIL ON SHEET X ® 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 12" CLASS 150 (FE X MJ) BUTTERFLY 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 @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE 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 hove been incorporated into these plans as a result. 21+00 21+50 15 -20 ' -EXISTING >-< 11 >-< EXISTING 3~ CURB· ~ I rn I I B"W(ACP) 111 NI <O I I f--© I, I 6 111®'--I I I , } -II-r-llt---{30X11X1s) - -I 0 cb I (.!) ~ I . ' : 1 • I, I :1:@) ,, I, I 111 I I I' I I I I CJ) • 0:, 111 I I I' I I I I I, I 111 I I I, I 12•-s!I: 3'-6" I Ii I I, I I 111 I 11~?5 I I, I '·Yr-,_=.,,==-L_JL~ • ~ ----------~, 111 •➔ 12 46 I I 46 I 13 I '11 ffHf-----'- '---" I I ' : I: 24 I I L-EXISTING UJ Lµ 12"W(ACP} ------------< 15•.,-I DETAIL "V" NOT TO SCALE C-7173-2 Cl ~ "' Cl u Cl E Cl I{) I{) 0 --N ....__ n ~ <O 0 "' 3: "'Cl w (/) <( I a. I (/) N OCl n I{) ~ i:: Cl :::; "'Cl i:: Cl lii Cl 0 ..Cl Cl m (/) I N OCl n I{) I 30 / Q:'. ~ <( 30 / "' C ·c: ., ., .!: "' C ~ 0 @ ABANDON EXISTING WATER MAIN IN PLACE ,----.-----.------------------------,,------------.-----------.------------------------------tO <( & @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER 6/12/19 PER AS-BUil T ~=1~ PIPE, VALVES AND APPURTENANCES 1~i-\,, ,IJ/l' ~ @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON ~-,1v 4 REDUCER :z .... e: ~~~ fa.. " ... ► @ INSTALL 12" DUCTILE IRON TEE (FE X FE) SCALE: 1 "=20' No. 70740 i;~ @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X MJ) NO. DATE DESCRIPTION OF REVISIONS REVIEWED: PATRICK ARCINIEGA RCE 70740 PLAN AND PROFILE ~ ., BALBOA ISLAND WATER MAIN REPLACEMENT _g [FROM ST A.15+50 TO ST A. 20+00] (/) / 30 m ASSISTANT CITY ENGINEER DESIGNED: DRAWN: ------,------t------------------------.--------~ W-5382-S ~ AC AC CITY OF NEWPORT BEACH 1----------1 "' CHECKED: DATE: AC 10/05/18 3-PUBLIC WORKS DEPARTMENT SHEET 12 OF 12