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HomeMy WebLinkAboutW_5396_S15TH CITY OF COSTA MESA -1:-1 � '.l UPPER : l'i\Vrns11Y PUBLIC WORKS DEPARTMENT BALBOA ISLAND WATER MAIN REPLACEMENT-PHASE 3 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 CONTRACTORSHALL 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 GRE/1.TER 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 ASDESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6.ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND USEDFOR BEDDING SHALL BE MINIMUM 30 S.E. 7.ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITH 10 MIL VINYL TAPE. 8.THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THECITY OF NEWPORT BEACH ST0-510-L. 9.WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 10.THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTINGOFF 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 ANDHEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUN/1.-N RUBBER 12.FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVEALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. � PROJECT LOCATION CONTRACT NO. 7173-3 PROJECT NO. 23W11 13.PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALLBE 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. VICINITY MAP NOT TO SCALE DATE: 14.BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ALL THREADEDPARTS COATED LIBERALLY WITH AN APPROVED ANTI-SIEZE COMPOUND. 15.ALL BOLTED AND THREADED FASTNERS SHALL BE MANUFACTURED IN THE UNITED STA TES OF AMERICAAND 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 MANUF/1.CTURER. SYMBOL ABBREVIATIONS LEGEND 16.THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURSIN ADVANCE OF PERFORMING ANY WORK AT (949)644-3311 FOR PUBLIC WORKS AND (949)644-3011 FOR THE UTILITIES DEPARTMENT. (IN ADD1110N 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 (Q) ST ORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE D.FIRE HYDRANT BLK BLOCK CATV CABLE TV r;g WATER METER Cl CAST IRON 00 STREET LIGHT PULL BOX Ci_ CENTERLINE CNB CITY OF NEWPORT BEACH Im TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR � STREET LIGHT C&G CURB ANO GUTTER E EAST /ELECTRICWATER VALVE EC END CURVE ECR ENO CURVE RETURN (-GUY WIRE EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE � VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE � IRRIGATION CONTROL VALVE GB GRADE BREfa.K GE GROOVED ENO ll'll CABLE TV PULL BOX IP&T IRON PIPE ANO TAG LT LEFT � CORING LOCATION ,IAX MAXIMUM MJ MECHANICAL JOINT (I;) EL ECTRICAL MANHOLE MIN MINIMUM [IJ ELECTRICAL PULL BOX NG NA TUR AL GROUND N NORTH kuzuttA BUILDING NTS NOT TD SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---Cf---CENTERLINE RET RETAINING RT RIGHT ----S ----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G---GP.S LINE SMH SEWER MANHOLE SHT SHEET --E--EL ECTRICAL LINE SW SIDEWALK s SOUTH --T--TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STL STEEL --SP--T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BL OCKWALL L.__ __ _JI NEW AC PAVEMENT ��-�I NEW PCC PAVEMENT -1 PAVEMENT GRIND & OVERLAY'----- CONSTRUCTION NOTES 0 REMOVE ANO REPLACE EXISTING WATER MA!N WITHNEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY ST0-106-A AND B 0 REMOVE AND REPLACE EXISTING WATER MAIN WITHNEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 0 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 0 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 1'' METER SERVICE PER CITY STD-502 WITH METER BOX AND COVER ® INST.'<LL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-513 .l1ND STD-516-C ® INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGEGATE VALVE WITH VALVE BOX .'<NO RISER PER CITYSTD-512, STD-513 AND STD-516-C 0 INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-513 AND STD-516-C ® REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET ® INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-501. FIRE HYDRANT SHALL BE CLOW MODELNO. 850 OR JONES MODEL NO. J4040 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER PIPE, FITTINGS AND APPURTENANCES @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DEPARTMENT AT 949 W. 16TH STREET @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ INSTALL 6" (FE X FE) DUCTILE IRON TEE @ INSTALL 8" (FE X FE) DUCTILE IRON TEE R.C.E. NO. 61527 @ INSTALL 12" (FE X FE) DUCT!LE IRON TEE @ INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 6" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 12" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 6", 22 1 /2' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 6" DUCTILE IRON (MJ X MJ) SLEEVE @ CONSTRUCT 8-INCH DIAMETER C-9DO PVC WATER MAIN (SD4-14) PER CITY STD-106-A AND B @ INSTALL 8" X 6" (FE X FE) DUCTILE IRON REDUCER @ INSTALL 6", 11 1 /4' DUCTILE IRON BEND (FE X MJ) @ INST/I.LL 6" CLASS 150 (FE X FE) RESILIENT WEDGEGATE VALVE WITH VALVE BOX AND RISER PER CITYSTD-512, STD-513 AND STD-516-C @ INST/I.LL 12" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 12" X B" (FE X MJ) DUCTILE IRON REDUCER @ INSTALL 8", 45· DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-513 AND STD-516-C ® INSTALL 8" X 6" (FE X FE) DUCTILE IRON TEE @ INSTALL 1 O" X 8" (FE X FE) DUCTILE IRON REDUCER @ BUTT FUSE 10" FLANGED ADAPTER TO EXISTING HDPE PIPE @) CONNECT TO EXISTING 6" (FE X MJ) RESILIENT WEDGE GATE VALVE @ INSTALL 6" (MJ X FE} DUCTILE IRON TEE @ REMOVE AND DISPOSE OF EXISTING WATER MAIN @ INSTALL 6", 11 1/4' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8" DUCTILE IRON (MJ X MJ) SLEEVE @ INSTALL 8", 45' DUCTILE IRON BEND (FE X FE) @ INSTALL 8", 11 1/4' DUCTILE IRON BEND (FE X MJ) @ REPLACE DAMAGED LANDSCAPING IN KIND @ REMOVE AND RECONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CITY STD-18D @ REMOVE AND RECONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER PER CITY STD-182 @ INSTALL 12" X 6" DUCTILE IRON TEE (FE X FE) @ INSTALL 12" DUCTILE IRON ADAPTER (FE X MJ) @ INSTALL 6", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 6" DUCTILE IRON CAP @ INSTALL 12" DUCTILE IRON TEE (MJ X FE) ® INSTALL s"x 6" DUCTILE IRON CROSS (MJ X MJ) @ CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH PER CITY STD-164 � REPLACE PCC PAVEMENT, MIN. 5' WIDE WITHIN ALLEY PER CITY STD-140 17.WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES AREHORIZONTAL DISTANCES. 18.ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 19.CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL Wi'TER CONNECTION POINTS PRIOR TOCOMMENCEMENT OF CONSTRUCTION. 20.THE CONTRACTOR SHALL INSTALL ON NEW PVC W/1.TER MAINS A 10 GU/I.GE INSULATED TRACING WIREPER INSTRUCTIONS FROM UTILITIES DEPARTMENT REPRESENTATIVE, LOREN LOVE (949)718-3410 21.THE CONTRACTOR SHALL MOVE ANO RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STD-502. C: 0 C 0 � "'0 () 0 0 (JJ er, 1-----------------------------------------ln SHEET INDEX � 1-----------------------------------------I� TITLE SHEET 2 LOCATION MAP & SHEET INDEX 3 ALLEY 413-B AND ALLEY 413-A 4 ALLEY 412-A AND COLLINS AVENUE 5 ALLEY 408-B, ALLEY 400-A AND ALLEY 406-A 6 ALLEY 406-C, ALLEY 406-B AND ALLEY 406-A 7 ALLEY 422-A, /1.LLEY 422-B, ALLEY 425-A AND ALLEY 425-B 8 DETAILS o> " 'O (/) CD Ol "' C'1 s: / (I) "' 0 n_l � C (]) (I) u 0 Q. (I) 0:: C: 0 :::,c u C 0 UJ 0 0 .0 0 [I] (/) I CD 0) er, I{) I s: / Cl: s: / "' C � (I) " C 0, C: C-7173-3 �r------------------------r------------------------------------,-------=--=--==-=-=:-:-:-:--:-=::-:-=--=--=-----,--,,,,.,,,.-------,r-::,-::------:-=--.----------.....-----------1-----------,--=------------------------------18EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED REVIEWED: s BASIS OF BEARINGS: CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONT,I\L CONTROL STATION CPS NO. 6297 AND STATION GPS NO. 6298 BEING N53"39'24"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: OCS BM NB3-19-92, ELEV. 6.455 NAVD88 OCS 1995 ADJUSTMENT, YEAR LEVELED 1992. ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE NORTHWEST CORNER OF PARK AVE. AND COLLINS AVE., 15 FT. NORTH OF THE CENTERLINE OF PARK AVE., 35 WEST PF THE CENTERLINE SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DAY (800) 624-8153(800)611-1911 (800) 332 -132 1(949)644-3011(714)962-2411(714)542-6222 NIGHT (949)644-3717 UTILITIES DIRECTOR DATE: o·/&?· z 3 �FFSS/� BALBOA ISLAND -:;, • ,""' \,. Ail,,,,-1-WATER MAIN REPLACEMENT -PHASE 3 � � � � S ACORI, RCE 46214 ASSISTANT No. 70740 EXP. 08-30-23 A CINIEGA, RCE 70740 TITLE SHEET f NIOR ENGINEER m r:-::=:-:=--r::-::-:-::,:-:----t----------------------.----------1:;c, CITY ENGINEER DATE cg -� f -Z. '3 C!V\\, DESIGNED: AC DRAWN AC CITY OF NEWPORT BEACH W-5396-S �"' CHECKED DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 8 =?.. PA 7 25 23 / _______________ __.,,, ________________________ ....i.... ___________________ ..J_ ______ ....1...-______ ...1-_____ ___L, __ ....:..::,1____,;,,/,:,,:;;;:J,,;:;;:;,L ______________ _J... _ ___,:�__;:__,1_ OF COLLINS AVE. SET IN THE SOUTHEAST CORNER OF A 4 FT. BY 6 FT. CONCRETE CATCH BASIN. PUBLIC WORKS DEPARTMENT DEPUTY PWD / CITY ENGINEER R.C.E. NO. 61527 CONTRACT NO. 7173-3 PUBLIC WORKS DIRECTOR R.C.E. NO. 47961 GENERAL NOTES BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 LEGEND 1 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TITLE SHEET BALBOA ISLAND C-7173-3 EMERGENCY TELEPHONE NUMBERS SYMBOL ABBREVIATIONS DAY NIGHT BENCHMARK: BASIS OF BEARINGS: VICINITY MAP 10471 F W O C ALI TY CI O F N E N I AR A H C RT OP B E SHEET INDEX PROJECT NO. 23W11 WATER MAIN REPLACEMENT - PHASE 3 CONSTRUCTION NOTES RECORD DRAWINGS 2 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-3 LOCATION MAP & SHEET INDEX BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 AG A T E A V E N U E OP A L A V E N U E TO P A Z A V E N U E LOCATION MAP TU R Q U O I S E A V E N U E CO L L I N S A V E N U E CO L L I N S A V E N U E RU B Y A V E N U E RU B Y A V E N U E DI A M O N D A V E N U E DI A M O N D A V E N U E SA P P H I R E A V E N U E SA P P H I R E A V E CO R A L A V E N U E CO R A L A V E N U E AP O L E N A A V E N U E AP O L E N A A V E N U E AM E T H Y S T A V E N U E AM E T H Y S T A V E N U E ON Y X A V E N U E ON Y X A V E N U E MA R I N E A V E N U E MA R I N E A V E N U E GR A N D C A N A L PARK AVENUE PARK AVENUE BALBOA AVENUE BALBOA AVENUE NORT H B A Y F R O N T NORTH BAY FRONT S O U T H B A Y F R O N T SOUTH BAY FRONT ALL E Y 4 1 3 - B ALL E Y 4 1 3 - A ALL E Y 4 1 2 - A AL L E Y 4 0 7 - B AL L E Y 4 0 6 - C AL L E Y 4 0 6 - B AL L E Y 4 0 6 - A LEGEND TYPICAL DETAIL ABANDONMENT BALBOA AVENUE PARK AVENUE AB A L O N E A V E N U E CR Y S T A L A V E N U E AB A L O N E D R ABALONE PL AL L E Y 4 2 2 - A AL L E Y 4 2 2 - B ALLEY 425-A ALLEY 425-B SOUTH BAY FRONT ALLEY JA D E A V E N U E B A L B O A I S L A N D C H A N N E L AL L E Y 4 0 8 - B AL L E Y 4 0 1 - B AL L E Y 4 0 7 - C AL L E Y 4 0 7 - A RECORD DRAWINGS 3 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN SHEET C-7173-3 MA T C H L I N E S T A . 1 0 + 8 5 . 6 3 SE E S H E E T 3 B E L O W MA T C H L I N E S T A . 1 0 + 8 5 . 6 3 SE E S H E E T 3 A B O V E ALLEY 413-B ALLEY 413-A ALLEY 413-A AL L E Y 4 1 8 - M PA R K A V E N U E A L L E Y 4 0 0 - J COL L I N S A V E N U E CONSTRUCTION NOTES SO U T H B A Y F R O N T N O R T H B A Y F R O N T DETAIL "A" AL L E Y 4 1 8 - M A L L E Y 4 0 0 - J DETAIL "B" ALLEY 413-A ALLEY 413-B BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 RECORD DRAWINGS 4 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-3 ALLEY 412-A COLLINS AVENUE COL L I N S A V E O P A L A V E N U E AL L E Y 4 0 0 - J A L L E Y 4 0 0 - I M A T C H L I N E S T A . 1 0 + 7 8 . 3 2 S E E S H E E T 1 3 B E L O W MA T C H L I N E S T A . 1 0 + 7 8 . 3 2 SE E S H E E T 1 3 A B O V E B A Y F R O N T N O R T H PA R K A V E N U E DETAIL "C" ALLEY 412-A CONSTRUCTION NOTES PLAN SHEET BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 DETAIL "E" DETAIL "D" RECORD DRAWINGS 5 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-3 ALLEY 408-B BA L B O A A V E N U E PA R K A V E N U E CONSTRUCTION NOTES PLAN SHEET BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 ALLEY 406-A A L L E Y 4 0 0 - F MA T C H L I N E S T A . 1 7 + 9 8 . 0 0 SE E S H E E T 6 N O R T H B A Y F R O N T ALLEY 406-A A L L E Y 4 0 0 - F DETAIL "J" RECORD DRAWINGS 6 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-3 ALLEY 406-C ALLEY 406-B PA R K A V E N U E AL L E Y 4 1 8 - F MA T C H L I N E S T A . 1 1 + 9 8 . 0 0 SE E S H E E T 6 B E L O W MA T C H L I N E S T A . 1 1 + 9 8 . 0 0 SE E S H E E T 6 A B O V E MA T C H L I N E S T A . 1 7 + 9 8 . 0 0 SE E S H E E T 5 ALLEY 406-B ALLEY 406-A BA L B O A A V E N U E SO U T H B A Y F R O N T DETAIL "H" AL L E Y 4 1 8 - F ALLEY 406-B DETAIL "I" PLAN SHEET BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 CONSTRUCTION NOTES RECORD DRAWINGS S S00° 46' 33"W 397.74'10+00 11+00 12+00 13+00 S SIGN SIGN S SIGNSIGN SS S14+00 14+90 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN SHEET C-7173-3 BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 7 BAY FRONT ALLEY 425-A CRYSTAL AVE ALLEY 422-B BAY FRONT ALLEY 425-B ABALONE AVEALLEY 421-B GR A N D C A N A L MA T C H L I N E S T A . 1 3 + 5 0 . 0 0 SE E S H E E T 7 SEE DETAIL "L" ON SHEET 8 SEE DETAIL "M" ON SHEET 8 1 49 STA 18+04.58 (ALLEY 422-B)= STA 12+87.21 (ALLEY 425-B) 10 ' - 0 " 5' - 0 " 10 ' - 0 " 8' - 0 " 5' - 0 " 10 ' - 0 " 8' - 0 " 5' - 0 " 60'-0" 3'-0"27'-0"30'-0" 40'-0" 10'-0"10'-0"8'-0"12'-0" 2'-0" 40'-0" 20'-0"20'-0" 10'-0" 1'-0" 15 ' - 0 " 13 ' - 0 " 7' - 6 " 15 ' - 0 " 13 ' - 0 " 7' - 9 " 15 ' - 0 " 13 ' - 0 " 7' - 6 " 4 4 4 4 4 PARK AVE EXISTING SEA WALL EXISTING 6"W (ACP) EXISTING 6"W (ACP) EXISTING LANDSCAPED MEDIAN 54 ALLEY 422-A EXISTING CONCRETE PATHWAY ROPE PIPE AS REQUIRED TO AVOID IRRIGATION AND ELECTRICAL CABINETS STA. 14+30.37 TO STA. 14+73.27 42.90' 53 53 EX. IRRIGATION CONTROLLERS (PROTECT-IN- PLACE) EXISTING BRICK PAVERS (PROTECT-IN-PLACE) BAY FRONT ALLEY 422-B MATCH LINE STA. 17+75.00 SEE SHEET 7 MA T C H L I N E S T A . 1 7 + 7 5 . 0 0 SE E S H E E T 7 44 45 46 46 45 EXISTING 8"W (ACP) EXISTING 8"W (ACP) EXISTING 6"W (ACP) EXISTING 6"W (ACP) 13 EXISTING 6"W (ACP) 53 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 1 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502 WITH METER BOX AND COVER 4 5 INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 8 REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET 9 INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-500-L. FIRE HYDRANT SHALL BE STANDARD STYLE WET BARREL AVK 2470 10 CONSTRUCT THRUST BLOCK PER CITY STD-516-A 13 REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET 15 INSTALL 6" DUCTILE IRON TEE (FE X FE) 20 INSTALL 6" FLEXIBLE TRANSITION COUPLING 18 INSTALL 6" DUCTILE IRON ADAPTER (FE X MJ) 38 INSTALL 6" DUCTILE IRON TEE (MJ X FE) 49 INSTALL 6", 45° DUCTILE IRON BEND (MJ X MJ) 44 REPLACE DAMAGED LANDSCAPING IN KIND 45 REMOVE AND RECONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CITY STD-180 46 REMOVE AND RECONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER PER CITY STD-182 50 INSTALL 6" DUCTILE IRON CAP 7 INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 53 CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH PER CITY STD-164 54 REPLACE PCC PAVEMENT, MIN. 5'-WIDE WITHIN ALLEY PER CITY STD-140 1 PER AS-BUILT ALLEY 422-A MA T C H L I N E S T A . 1 3 + 5 0 . 0 0 SE E S H E E T 7 BALBOA AVE R/W 40'-0" EXISTING 4"W (ACP) 1 SEE DETAIL "K" ON SHEET 8 10'-0"10'-0"8'-0"12'-0" EXISTING SIDEWALK EXISTING CURB AND GUTTER EXISTING 8"W (PVC) 10 ' - 0 " 1' R/W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 454 STA 10+00.00 BALBOA AVENUE & ALLEY 422-A BEGIN CONSTRUCTION EXISTING 6"W (CIP) 5'- 0 " 5' - 0 " 7' - 0 " 10 ' - 0 " 1 DURING CONSTRUCTION IN ALLEY 422B, ALLEY 425A AND ALLEY 425B THE CONTRACTOR DISCOVERED THAT THE EXISTING WATER MAINS WERE ACP. THE CONTRACTOR INSTALLED NEW WATER VALVES AT VARIOUS LOCATIONS, BUT WATER MAIN REPLACEMENT WORK FOR THESE AREAS WAS DELETED. SEE DETAIL "N" ON SHEET 8 SEE DETAIL "O" ON SHEET 8 1' DURING CONSTRUCTION, EXISTING WATER MAIN WAS LOCATED APPROXIMATELY 1' FROM R/W 1 10 RECORD DRAWINGS S 14+90 SIGNSIGN S W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN SHEET C-7173-3 BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 8 1 22 1 13 2 1 1 1 20 5 10 R/W R/W R/W R/W R/W R/W R/W EXISTING 8"W (PVC) EXISTING 8"W (PVC) EXISTING 8"W (ACP) EXISTING 8"W (ACP) EXISTING 6"W (ACP) 38 BALBOA AVE AL L E Y 4 2 2 - A PARK AVE AL L E Y 4 2 2 - B ALLEY 421-B SO U T H B A Y F R O N T AL L E Y 4 2 5 - A 10 5245 EXISTING SIDEWALK 53 5454 54 46 1 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 2 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 3 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 5 INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 7 INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 10 CONSTRUCT THRUST BLOCK PER CITY STD-516-A 13 REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET 20 INSTALL 6" FLEXIBLE TRANSITION COUPLING 22 INSTALL 8" FLEXIBLE TRANSITION COUPLING 23 INSTALL 12" FLEXIBLE TRANSITION COUPLING 45 REMOVE AND RECONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CITY STD-180 46 REMOVE AND RECONSTRUCT 4-INCH THICK CURB AND GUTTER PER CITY STD-182 48 INSTALL 12" DUCTILE IRON ADAPTER (FE X MJ) 47 INSTALL 12" X 6" DUCTILE IRON TEE (FE X FE) 38 INSTALL 6" DUCTILE IRON TEE (MJ X FE) INSTALL 12" DUCTILE IRON TEE (MJ X FE)51 52 INSTALL 8" X 6" DUCTILE IRON CROSS (MJ X MJ) 53 CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH PER CITY STD-164 54 REPLACE PCC PAVEMENT, MIN. 5'-WIDE WITHIN ALLEY PER CITY STD-140 1 1 PER AS-BUILT 1'- 0 " 1 6 INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 3' 3' 3' 5 20 2 22 5 6 6 EXISTING 6"W (ACP) 13 7 20 20 3' 3' 7 20 1 1 EXISTING 6", 22.5° (MJ X MJ) DUCTILE IRON BEND EXISTING 6"W (ACP) EXISTING 6"W (ACP) EXISTING 6"W (ACP) EXISTING 6"W (ACP) 1 18 INSTALL 6" (FE X MJ) DUCTILE IRON ADAPTER 18 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502 WITH METER BOX AND COVER 4 4 15 ' 20 20 4' 4' 1 1 EXISTING 6"W (ACP) 7 RECORD DRAWINGS ALLEY 407-C ALLEY 407-B ALLEY 407-B ALLEY 407-A ALLEY 407-A SO U T H B A Y F R O N T AL L E Y 4 1 8 - G PA R K A V E N U E BA L B O A A V E N U E N O R T H B A Y F R O N T A L L E Y 4 0 0 - G MA T C H L I N E S T A . 1 5 + 5 9 . 0 5 SE E S H E E T 9 B E L O W MA T C H L I N E S T A . 1 5 + 5 9 . 0 5 SE E S H E E T 9 A B O V E MA T C H L I N E S T A . 2 1 + 5 6 . 0 6 SE E S H E E T 9 B E L O W MA T C H L I N E S T A . 2 1 + 5 6 . 0 6 SE E S H E E T 9 A B O V E 9 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-3 PLAN SHEET BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3RECORD DRAWINGS DETAIL "Q" DETAIL "R" CONSTRUCTION NOTES DETAIL "T" 10 W-5396-S 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7173-3 PLAN SHEET BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3 PA R K A V E N U E BA L B O A A V E N U E ALLEY 401-B ALLEY 407-C SOUTH BAY FRONT ALLEY 418-G DIAMOND SEWER PUMP STATION DETAIL "P" DETAIL "S" DETAIL "V" CONSTRUCTION NOTES RECORD DRAWINGS