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HomeMy WebLinkAboutW_5390_SJAMES M. HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR GENERAL NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT SHEET INDEX 1 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WEST IRVINE TERRACE & BALBOA ISLAND C-7966-1 VICINITY MAP CONTRACT NO. 7966-1 CONSTRUCTION NOTES WATER MAIN REPLACEMENT TITLE SHEET PROJECT NO. 23W13 & 23W11 RECORD DRAWINGS CITY OF COSTA MESA PROJECT LOCATIONS JOHN WAYNE > AIRPORT if NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ® SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE ([l) STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE C>()<J FIRE HYDRANT BLK BLOCK CATV CABLE TV !Iii WATER METER Cl CAST IRON STREET LIGHT PULL BOX i CENTERLINE ll!IJ CITY CITY OF NEWPORT BEACH ID) TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR :<,------o STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE c-GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE t,. SURVEY MONUMENT EXIST EXISTING FLG FLANGE SIGN FE FLANGED END FL FLOW LINE @ VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE 11111 IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END rn'I CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT -' CORING LOCATION MAX MAXIMUM ® MJ MECHANICAL JOINT ELECTRICAL MANHOLE MIN MINIMUM [EJ ELECTRICAL PULL BOX NG NATURAL GROUND N NORTH ~(tt&'.ttttt'.1 BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END -----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---Ct---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G---GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK s SOUTH --T TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STL STEEL --SP--T TELEPHONE SPRINKLER SYSTEM w WEST/WATER -x-x-x-FENCE W/ WITH BLOCK WALL PUBLIC WORKS DEPARTMENT APPROVED: ________________________ _ DATE: ______ _ LEGEND APPROVED: ________________________ _ DATE: ______ _ ~--~I NEW AC PAVEMENT I; • •, I NEW PCC PAVEMENT ™ PAVEMENT GRIND & OVERLAY CD CONSTRUCT B-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B ® cm4STRUCT 6 l~WI I DIAMETER C 900 PVC WATER MAl~J (SOR 14) PER CITY STD 106 A APJD D G) REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 1" METIER SERVICE PER CITY STD-502 WITH METIER 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 WITH METIER BOX AND COVER ® REMOVE AND REPLACE EXISTING WATER MAIN WITIH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B (j) REMOVE AND REPLACE EXISTING WATER MAIN WITIH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B. ® INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GATIE VALVE WITIH VALVIE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 ® INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATIE VALVE WITIH VALVIE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 @ CONSTRUCT TIHRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATIER MAIN IN PLACE @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ INSTALL 8" CLASS 150 (FE X FE) RESILIENT WEDGE GATIE VALVE WITIH VALVIE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 @ INSTALL 8" DUCTILE IRON BUNDE FLANGE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TIEE (MJ X FE) @ INSTALL 8" DUCTILE IRON TIEE (FE X FE) @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X MJ) @ INSTALL 8" DUCTILE IRON LONG BODY TRANSITION COUPLING (PVC X ACP) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8", 45' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 90" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 45" DUCTILE IRON BEND (MJ X FE) @ INSTALL 8", 22 1/2" DUCTILE IRON BEND (FE X MJ) @ INSTALL 8" X 6" (FE X MJ) DUCTILE IRON REDUCER @ INSTALL 8", (MJ X MJ) DUCTILE IRON SOLID SLEEVE {8) REPLACE DAMAGED LANDSCAPING IN KIND @ REMOVE AND RECONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CITY STD-180 @ REMOVE AND RECONSTRUCT TYPE "A" CONCRETE CURB AND GUTTER PER CITY STD-182 @ INSTALL 8", 11 1/4' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS {E) INSTALL 8", 11 1/4" DUCTILE IRON BEND (FE X MJ) @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER CITY STD-185 @ INSTALL 8", 45" DUCTILE IRON BEND (FE X MJ) @ 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 TEE (MJ X FE) @ INSTALL 6" DUCTILE IRON CAP @ INSTALL 12" DUCTILE IRON TEE (MJ X FE) @ INSTALL 12" FLEXIBLE TRANSITION COUPLING @ CONSTRUCT 6-INCH DIAMETIER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B @ INSTALL 6" FLEXIBLE TRANSITION COUPLING @ INSTALL 6" CLASS 150 (MJ X MJ) RESILIENT WEDGE GATE VALVIE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 @ INSTALL 8" FLEXIBLE TRANSITION COUPLING @ INSTALL 8" X 6" DUCTILE IRON CROSS (MJ X MJ) @ REMOVE EXISTING TRANSITION COUPLING, 8" X 6" REDUCER, AND 12" PVC SPOOL AND CONNECT TO EXISTING 6" RWGV (FE X MJ) @ INSTALL 4" THICK TEMPORARY HOT MIX ASPHALT, TRENCH WIDTIH ~ CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH PER CITY STD-164 @ REPLACE PCC PAVIEMENT, MIN. 5'-WIDE WITHIN ALLEY PER CITY STD-140 @ INSTALL 6" DUCTILE IRON TEE (FE X FE) @ INSTALL 6" DUCTILE IRON ADAPTIER (FE X MJ) @ REMOVE TRANSITION COUPLING AND INSTALL NEW FLEXIBLE COUPLING AND CONNECT TO EXISTING WATER MAIN 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTIED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATIE, EXCEPT AS OTIHERWISE 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 EFFECTIVIEL Y GUARDED BY A SHORING SYSTIEM. SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS, TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 4 ABOVE FROM CAL-OSHA. 6. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L. ALL SAND USED FOR BEDDING SHALL BE MINIMUM 30 S.E. 7. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE AN 8 MIL LOOSE POLYETIHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF TIHE STANDARD SPECIFICATION. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED TO PIPE WITIH 10 MIL VINYL TAPE. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WA TIER MAIN FITTINGS IN ACCORDANCE WITIH THE CITY OF NEWPORT BEACH STD-516-A. 9. WATER MAINS SHALL HAVE A MINIMUM OF 36" OF COVER FROM FINISHED SURFACE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF A SHUTTING OFF OF ANY FIRE HYDRANTS AND LANE CLOSURES AT (949)644-3106. 11. ALL FLANGE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. 12. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATIER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 13. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREADED ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTIHER HARDWARE MAY BE CARBON STEELS OR DUCTILE IRON WHERE APPROPIA TIE, 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 FASTINERS SHALL BE MANUFACTURED IN TIHE UNITED STATIES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTIH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY TIHE ASTM AND TIHE ANSI SPECIFICATIONS. ALL FASTNERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER. 16. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT (949)644-3311 FOR PUBLIC WORKS AND (949)644-3011 FOR THE UTILITIES DEPARTMENT. 17. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATIED QUANTITIES ARE HORIZONTAL DISTANCES. 18. ALL MECHANICAL JOINTS SHALL BE INSTALLED WITH RETAINER GLANDS. 19. CONTRACTOR SHALL VERIFY DEPTIH AND LOCATION OF ALL WATER CONNECTION POINTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 20. THE CONTRACTOR SHALL INSTALL ON NEW PVC WATIER MAINS A 10 GUAGE INSULATED TRACING WIRE PER INSTRUCTIONS FROM UTILITIES DEPARTMENT. 21. FOR BALBOA ISLAND, THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STD-502. 22. FOR WEST IRVINE TERRACE, THE CONTRACTOR SHALL MOVE AND RELOCATE METER BOXES TO SIDEWALK. TIHE CONTRACTOR SHALL ADJUST THE WATER SERVICE ON THE PRIVATIE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STD-502. 23. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW CONNECTING PIPE, FITTINGS AND VALVES. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. INSTALL LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING AND DI OR AWWA C900 (DR 14) PIPE SPOOLS CUT TO FIT AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION. ---------------------------------------- C: 0 C: 0 -(/) " u 0 E 0 L{) ci:i "' ;o u C/i I 0 Ol ,.., "1 t ~ I tO tO Ol " I u -C: Q) E r------------------------:::::::::;::=:,~::::::~::::::::::::::::::::::::::::::::::::::::::::::;--. ~ 0 Q_ Q) [l:'. TITLE SHEET 2 SHEET INDEX MAP & DETAILS 3 PLAN SHEET BONNIE DOONE TERRACE 4 PLAN SHEET BONNIE DOONE TERRACE 5 PLAN SHEET BONNIE DOONE TERRACE & MALABAR DRIVIE 6 PLAN SHEET DOLPHIN TIERRACE 7 PLAN SHEET DOLPHIN TIERRACE 8 PLAN SHEET RAMONA DRIVE 15 PLAN SHEET ALLEY 400-8, MARINE AVENUE AND ALLEY 400-A Lt_ ADDED WATER MAIN REPLACEMENT WORK 9 PLAN SHEET K-THANGA DRIVE, SANTANA DRIVE, PATOLITA DRIVE & SANTANELLA TERRACE 10 PLAN SHEET SANTANELLA TERRACE DELETED LITTLE BALBOA ISLAND 11 PLAN SHEET SERENADE TERRACE WATER MAIN REPLACEMENT WORK 12 PLAN SHEET BALBOA ISLAND ALLEY 402-A & ALLEY 402-8 ~ Lt_ 13 PLAPJ SI IEET LITTLE BALBOA ISLAND ALLEY 122 A, ALLEY 122 B, ALLEY 425 A &: ALLEY 425 D 1-4 DETAILS These Record Drawings have been prepared based on the best avallable Information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. -(/) ; (/) I 0 Ol ,.., "1 t [l:'. ~ ; "' C: ·c: Q) Q) C: "' C: ;;!- 0 ----------------------------------------------------------------------------------------------------,,---------------------..... ----------,,-------------------------------□ <{ CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: THE BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEY GPS STATIONS "6226" TO "SACY" BEING N1'36'57.5"W. SOUTHERN CALIFORNIA GAS COMPANY --------------------------------------SOUTHERN CALIFORNIA EDISON COMPANY BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "S-1415", A 3-3/4" NGS BRASS BENCHMARK DISK SET IN TIHE SOUTHWEST CORNER OF A 6 FT. BY 4 FT. CONCRETE CATCH BASIN LOCATED ALONG THE NORTHERLY SIDE OF BAYSIDE DRIVE, 0.3 MILES SOUTHEASTERLY OF THE CENTERLINE OF PACIFIC COAST HIGHWAY. ELEV.=12.026 FT. (NAVID 88, YEAR LEVELED 2011). 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) 332-1321 (949) 644-3011 (714) 962-2411 (714) 542-6222 NIGHT MARK VUKOJEVIC, P.E. (949) 644-3717 DIRECTOR UTILITIES DEPARTMENT DATE: _______ _ APPROVAL RECOMMENDED: MICHAEL J. SINACORI, P.E. ASSISTANT CITY ENGINEER DATE: _______ _, No. 70740 EXP. 08-30-22 ~c1vn .. ~ OJi'cAL~ REVIEWED: PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER ~ u Q) ~ 0 .i:: :g [I] .-----..-----------------------------------3,-DESIGNED: DRAWN: (/) AC AC CHECKED: DA TE: ~ Q) --------(/) SHEET OF 3-PA 9 02 22 ,._ ______________________ ,._ __________________________________________________________________________ ..... .._ _______________________ ......,..__ ......... ...., .... ____________________________ ___._ 2 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 EAST C O A S T H I G H W A Y B A Y S I D E D R I V E SHEET INDEX MAP WEST IRVINE TERRACE BONNIE D O O N E T E R R A C E B O N N I E D O O N E T E R R A C E K-T H A N G A D R I V E SA N T A N A D R I V E PA T O L I T A DR I V E S A N T A N E LL A T E R R A C E S E R E N A D E T E R R A C E D O L P H I N T E R R A C E D O L P H I N T E R R A C E RA M O N A DRI V E MAL A B A R D R I V E SHEET INDEX MAP BALBOA ISLAND AL L E Y 4 0 2 - A AL L E Y 4 0 2 - B GR A N D C A N A L MA R I N E A V E N U E ON Y X A V E N U E AM E T H Y S T A V E N U E BALBOA AVENUE BALBOA AVENUE PARK 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 JA D E A V E N U E ABALONE PL AB A L O N E D R NORTH BAY FRONT ALLEY SOUTH BAY FRONT ALLEY SOUTH BAY FRONT ALLEY B A L B O A I S L A N D C H A N N E L SEA D R I F T D R I V E EL P A S E O D R I V E AL L E Y 4 2 2 - A AL L E Y 4 2 2 - B ALLEY 425-A ALLEY 425-B E A S T C O A S T H I G H W A Y MA R I N E A V E N U E WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT SHEET INDEX MAP & DETAILS TYPICAL DETAIL ABANDONMENT WATER SERVICE CONSTRUCTION - TYPICAL DETAIL WEST IRVINE TERRACE ALLEY 400-A ALLEY 400-B I I R/Wo ---+--_J_ ------+--- REPLACE EXISTING SIDEWALK PER CITY STD-180 ' ' --0--T---D-. I I REMOVE EXISTING WATER METER BOX, AND INTERFERING PORTIONS OF EXISTING SERVICE LINE AND FITTINGS AND CONNECT NEW SERVICE LINE TO EXISTING. DAMAGED LANDSCAPING/HARDSCAPE SHALL BE REPLACED IN KIND. E ___ I_ -~ ------- -~---------- - ~-'-- >'------------- ---~ ' " EXISTING ACP WATER MAIN EXISTING CURB & GUTTER NEW WATER SERVICE PER CITY STD-502 NEW PVC WATER MAIN NOTE TO CONTRACTOR: FOR EXISTING WATER SERVICE BOXES THAT ARE LOCATED BEHIND THE SIDEWALK, THE CONTRACTOR WILL BE REQUIRED TO RELOCATE THE NEW WATER METER BOX TO THE SIDEWALK AREA, ADJUST THE WATER SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY STD-502. NOT TO SCALE & ADDED WATER MAIN REPLACEMENT WORK 15 lir L ------ 1 I I I I 1 ~~~~ ' -- - - L'"t:::ltH::;:,:L::t~~ I ~ ~ t ~ --lz - Lh~ ~ 1-=-'- -- f--------------_r I I - r=I----- 7 !L___J " - I -~ - ~ -- -L rl I I 71 1 I I ~ I I I- I I - I I _I . I I I NOT TO SCALE 0 = SHEET NUMBER I J _I _-Y _J IT - - DELETED WATER MAIN REPLACEMENT WORK & ON LITTLE BALBOA ISLAND. REPACKAGED, l BID AND CONSTRUCTED UNDER CONTRACT NO. 7173-3 (W-5396-S) ! ' ' I ' L L EXISTING ACP WATER MAIN ~ ~0-B~ ABANDONED IN PLAC~~--• ~------------------------- PLUG W/CONCRETE j L 18" MINIMUM - -~ I I I I I I I I ~ -~ l .. " ' -- ' ' - L NEW PVC WATER MAIN TRENCH WIDTH PIPE REMOVAL (SEE SPECIAL HANDLING REQUIREMENTS FOR ACP WATER MAIN) --------------~ ------------------------- j L PLUG W/CONCRETE 18" MINIMUM NOT TO SCALE PER AS-BUILT NO. DATE DESCRIPTION OF REVISIONS APPROVED No. 70740 EXP. 0B-30-22 REVIEWED: NOT TO SCALE (I]= SHEET NUMBER PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 9 02 22 • • < i § I ;; ' ~ ~ r ~ " ~ ' ~ ~ J l ~ ~ I I j • I j ~ ! ' e !l'-• 1 : • !' ! • f SHEET OF i ? ~ 3 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 DO L P H I N T E R R A C E MA T C H L I N E S T A . 1 5 + 5 9 . 2 6 SE E S H E E T 3 BONNIE DOONE TERRACE BONNIE DOONE TERRACE MATCH LINE STA. 10+62.06 SEE SHEET 6 K THANGA DRIVE MATCH LINE STA. 12+49.67 SEE SHEET 9 MA T C H L I N E S T A . 2 1 + 6 0 . 0 3 SE E S H E E T 4 MA T C H L I N E S T A . 1 5 + 5 9 . 2 6 SE E S H E E T 3 PATOLITA DRIVE MATCH LINE STA. 14+63.04 SEE SHEET 9 SANTANA DRIVE MATCH LINE STA. 13+56.14 SEE SHEET 9 DETAIL "A" CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET -R/W _;::,,. _____ _ ------------------------------------- 1 16+00 \ 17+00 S 77'37'57.42" E 500.39' 18 00 ---".,_--CATV---CATV---,lm(=---CATV---CATV-'s;:--CATV---CATV---v----CATV---CATV 1----CATV---CATV---CATV----'!i ---G---G---G---G ~~-G G G _G~~~-~-G~-~=~G=~~~ __ G~---G G I ro r::: I G) CONSTRUCT 8-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 METIER BOX AND COVER 0 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 2" METIER SERVICE PER CITY STD-503 WITH METIER BOX AND COVER ® INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GAllE VALVE WITH VALVE BOX AND RISER PER CITY STD-512. STD-516-C. AND SID-513 ® INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GAllE VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE EXI TING 6"W(ACP) I EXI . TING SIDEWALK EXI · TING CURB & GUTTER @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) @V INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ H~STALL 8", 45' DUCTILE IROtJ DE~m (Md )( Md) @ INSTALL 8", 90' DUCTILE IRON BEND (MJ X MJ) @ REPLACE DAMAGED LANDSCAPING IN KIND @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETIE CROSS GUTTER PER CITY STD-185 I C1l N r--- 1 ~ "' 'vJ 3:: ro U) o:i st .,., f" N ~ (f) :!I 3 ' -0" EXISTING -J ~ 8"W(PVC) 1 111 I I 8 --@YW11 ---Ct_ 20 10 I I @ EXISTING I' I 8"W(PVC) ~ NOT TO SCALE G -------------------- I 0 t') r--- 1 NO. DATE X D PER AS-BUILT DESCRIPTION OF RE'v1SIONS V >-L ' • ·.1;--,. ------------ .. ' -' < 2) < tt >c_ ------- CATV---CATV---CATV---CATV--- IJ?l--'H->11 R / EXl~TING SIDEWA) 1----4: ·=-''L..1JEXIS~G_9!.lls-'& GUTTER -1211- APPROVED EX1£JING 6"W(AC No. 70740 EXP. 0B-30-22 C RE'v1EWED: PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 9 02 22 -- ,-- 1 0 ---, s ---1 E 7.76' • < i § ! ;; ' ~ ~ r ~ " ~ ' ~ ~ J l ~ ~ I I j • I j ~ ! ' e !l'-• 1 : • !' ! • f SHEET OF i ? ~ 4 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 MA T C H L I N E S T A . 2 7 + 5 6 . 7 8 SE E S H E E T 4 MA T C H L I N E S T A . 3 3 + 5 5 . 0 5 SE E S H E E T 5 M A T C H L I N E S T A . 2 7 + 5 6 . 7 8 S E E S H E E T 4 M A T C H L I N E S T A . 2 1 + 6 0 . 0 3 S E E S H E E T 3 BONNIE DOONE TERRACE BONNIE DOONE TERRACE CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET . / ------71 ----'- V -'vi -- • . 1419--,,._.......,, CD CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND 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 WITH METER BOX AND COVER 0 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 2" METER SERVICE PER CITY STD-503 WITH METER BOX AND COVER ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 ------ > I , • l • • @ ABANDON EXISTING WATER MAIN IN PLACE @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) I ., -- . / -f.--. ..::, u ~ ---....:. , --------- I -- --............ ---~-------______ , -/ -=-' -- y - ., -------.,---------A .A A ---- J. A J ~ ' A ~ I ' -1 15- I . I I I j ! j i ,-/2\-,--,----....---------------------,-----,,....--------..-RE_\,1_E_W_E-D:--------.------------------------------,_ PER AS-BUILT ! !l'- NO. DATE DESCRIPTION OF RE'v1SIONS APPROVED CHECKED: DA TE: SHEET OF ! 6' ~ f if -t-C ~ t,> i-P-A-TR-I-CK_A_R_C-IN-.IE_G_A._RC_E_7_07_4_0 _______________________ ....-________ !>_ .. ~;•• SENIOR ENGINEER No. 70740 EXP. 0B-30-22 c DESIGNED: DRAWN: 1---------if AC AC i; PA 9 02 22 , ,._ __________________________________________________________________________________ ...., __ .._ ____________________________ ___. ___ _,. _________ ..._ ______ __, __ _._= __ ..... ______________________ ..._ _______ _,~ 5 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 BONNIE DOONE TERRACE RAMONA DRIVE MATCH LINE STA. 43+23.35 SEE SHEET 8 MA L A B A R D R I V E MATCH LINE STA. 40+12.68 SEE SHEET 5 MALABAR DR I VE MA T C H L I N E S T A . 3 3 + 5 5 . 0 5 SE E S H E E T 4 MA T C H L I N E S T A . 4 0 + 1 2 . 6 8 SE E S H E E T 5 DETAIL "B" EAST COAST HIGHWAY SANTANELLA TERRACE MATCH LINE STA. 25+50.00 SEE SHEET 9 DETAIL "C" CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET □ ---- ' D ~ ~ v I <Xl N D <D "' N s e,S s s s s 1 D -34 00 S 49"24 14.86" E ATV G TV " TV G c~v GCATV CATV -1,/ 1,/ 1,/ R/W EXIS EXISTING CURB & GUTTE' ~_____/ -718 Y: ~~i\M~~q~°"1VJf"io:rf:-c=:.~~=,~~---O s CD CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B @ REMOVE EXISTING WATER SERVICE LINE FROM TIHE EXISTING MAIN TO TIHE WATER METER AND INSTALL A NEW 1" METER SERVICE PER CITY STD-502 WITH METER BOX AND COVER ® 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 ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 1 531.52' G s s 35+0 / G CATV0 G CATVG -------- EXISTING 6"W(ACP) -15 3- EXI TING 6" (ACP , I 4' 7" \ 1 o· I 50'-Q" --- s 8 -1,/ ~ I ~ w ! ' D <D "' ..., N r> D v z ---0 --- STA. 35+67.06= STA. 43+73.52 RAMONA DRIVE s -1601- /,\ REMOVED HORIZONTAL BENDS BETWEEN STA. L!..:', 41+96.45 TO STA. 42+00.64 AND CONTINUED 11' PIPE OFFSET FROM STREET CENTERLINE TO STA. 43+81.94 ·-- s 43 00 ~ \::::±-s '"' G I - G 3 EXISTING 2"cu WATER SERVICE EXISTING 8"W(PVC) / I .& 37+00 SEE DETAIL "c" ON SHEET 5 G / SEE DETAIL "B" ON SHEET 5 '-----1 -1615- ING VG) EXISTING 6"W(ACP) ----=.}-- -1619- EXISTING-i~ 8"W(PVC) I 31 I"' I 17 STA. 37+22.82 14 20 10 ,_ ____ EXISTING 8"W(PVC) -J-18 NOT TO SCALE ,& CONTRACTOR OFFSET TEE TO STA. 37+22.82 'o *- "' -l() pl a, ..., (/] " -<Xl -..., I 0 ..., r--- 1 STA. 39+21.88 25 1 O D TING W(ACP) ~,./--'·' -W 3 '-3" I v N r--- 1 11 TING &w ALK EXISTING RETAININGl WALL 17 B & GUTTER PE AS REQUIRED TO STA. 41+92.82 EXISTING BACK OF WALKWAY EXISTING CURB & GUTTER E-= EXISTING_j 6"W(ACP) 7x;:;tB:~~~3~4=-="==--=EX=~S-T-IN_G-:s=-3-'- 6"W(PVC) 30 S 13"18'50.38" E 1 11.65' NOT TO SCALE /,\ CONTRACTOR CONNECTED TO EXISTING WATER L!..:', MAIN AT STA. 43+93.59 AS EXISTING WATER MAIN WAS POTIHOLED AND LOCATED IN THE GUTTER LINE. @ ABANDON EXISTING WATER MAIN IN PLACE f @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) @ INSTALL 8", (MJ X MJ) DUCTILE IRON SOLID SLEEVE ! PIPE, VALVES AND APPURTENANCES (,;;/, @ REPLACE DAMAGED LANDSCAPING IN KIND ~ @INSTALL 8" DUCTILE IRON TEE (FE X FE) ~ .--,-..,...-----,.-------------------.----.------------r~==-------"T"-----------------------------,t. @ INSTALL 8" CLASS 150 (FE X FE) RESILIENT WEDGE '33' REMOVE AND RECONSTRUCT 4-INCH THICK ,& PER AS-BUILT REVIEWED: ~ GATE VALVE WITH VALVE BOX AND RISER PER CITY @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER \:;::;) CONCRETE SIDEWALK PER CITY STD-180 'l'- STD-512, STD-516-C, AND STD-513 ~ ., . i @ INSTALL 8", 45· DUCTILE IRON BEND (MJ X MJ) ~ REMOVE AND RECONSTRUCT TYPE "A" CONCRETE .__e,-.. 1 @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CURB AND GUTTER PER CITY STD-182 /3: PATRICK ARCINIEGA, RCE 70740 I CUT AND PLUG WHERE INDICATED WITIH CONCRETE @ INSTALL 8", 22 1/2' DUCTILE IRON BEND (MJ X MJ) @ REMOVE AND RECONSTRUCT 8-INCH THICK SENIOR ENGINEER ~ (MIN. 18"), AND ABANDON IN PLACE ~ CONCRETE CROSS GUTTER PER CITY STD-185 N~·oJ~~6~22 ~ @ ~ INSTALL 8" X 6" (FE X MJ) DUCTILE IRON REDUCER ~ 1-DE-S-IG_N_ED_:_..,..D_R_AW_N_:--+------------------------------ii 18 REMOVE EXISTING VALVE, SALVAGE AND RETURN TO ~ INSTALL 8", 45· DUCTILE IRON BEND (FE X MJ) crvn.. AC AC m UTILITIES DIVISION AT 949 W. 16TH STREET OFCAL t L--------------------------------------------------------------------------.L.N_o_ ...... __ oA_T_E_ ...... o_Es_c_R_1P_n_oN_o_FR_EV1_s_1o_N_s __________ ..... _AP_P_R_ov_E_D,L.. _______ __,._c_H_Ec_K_rn_:....;P.;.A;a...DA_TE_..;:9;,,.,;;,02;..;2aa,2.._ ____________________ .._sH_E_E_T __ o_F __ ... ~ 6 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 MATC H L I N E S T A . 1 0 + 6 2 . 0 6 SEE S H E E T 3 DOLP H I N T E R R A C E M A T C H L I N E S T A . 1 6 + 6 5 . 3 2 S E E S H E E T 6 DOLPHIN TERRACE M A T C H L I N E S T A . 1 6 + 6 5 . 3 2 S E E S H E E T 6 MA T C H L I N E S T A . 2 2 + 3 0 . 1 6 SE E S H E E T 7 K-THANGA DRIVE MATCHLINE 10+54.00 SEE SHEET 9 SANTANA DRIVE MATCHLINE STA. 10+52.27 SEE SHEET 9 CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET \. -1023- -1200- R □ -~---CATV---CATV---CATV -CATV 18+00 s .s. ---------~ E -----E -----E E E E Cll E IV>-l---k--;:-G G G G;-:_=-=--=-+=E~iG2=:::::::~;:::~:f:~'=::;;::~~ 0 I a, st E G G -- 13 K ANGA DRIVE STA. 1J,t-24~86- 0 STf 10+00.00 -1 19 CD CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND 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 WITH METER BOX AND COVER 0 REMOVE EXISTING WATER SERVICE LINE FROM THE EXISTING MAIN TO THE WATER METER AND INSTALL A NEW 2" METER SERVICE PER CITY STD-503 WITH METER BOX AND COVER < 1125,- ® 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 ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATER MAIN IN PLACE I I I I -1137- G @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8", 45" DUCTILE IRON BEND (MJ X MJ) {8) REPLACE DAMAGED LANDSCAPING IN KIND ' co ' O'I I . ~ r<) B EX NGJ31DEWALK r:J.!._..---_---EXISTl~t CURB / & GIJTTER _,027-~ .--- ' V 0 ~ ix, E E G --- 0 0 -1201- SANTANA DRIVE -1207- @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER CITY STD-185 13 E -~- 00 EXISTING 6"W(ACP) -TI EXI S 55"37'27.28" E E G G ---- NG CP) 3 -1215- -1220- R/W EXISTING SID ALK'rv--v--✓ CATV 481.18' 21+00 s 1- E G E G □ _ ,,,l',- ROP Pl ~ REQUIRED .92 TO STA. ,~----s~ . ---.,,,, ~ , , I \ =v=- 0 0 -122~ ! ., ~ ~ --CAT I "a ~ I ; I ~:i0 -1288- 22+00 s _,,,9 CA f i .---,---------------------------------------..-----------------------------------------if Lt REVIEWED: PER AS-BUil T ,:,'!-~ No. 70740 . 08-30-22 crvn.. CIFCAL NO. DATE DESCRIPTION OF REVISIONS APPROVED 'le, f PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER I i 1-----.-----------------------------------i DESIGNED: DRAWN: AC AC I CHECKED: DATE: PA 9 02 22 SHEET OF -------------------------------------------------------------------------------------------------------------------------------------...... ---------------------------------- 7 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 DOLPHIN TERRACE M A T C H L I N E S T A . 2 2 + 3 0 . 1 6 S E E S H E E T 6 MA T C H L I N E S T A . 2 8 + 7 4 . 7 6 SE E S H E E T 7 PATOL I T A D R I V E MATCH L I N E S T A . 1 0 + 5 1 . 9 6 SEE S H E E T 9 SERENADE TER R A C E MATCHLINE ST A . 1 0 + 5 2 . 0 0 SEE SHEET 11 DOLPHIN TERRACE MA T C H L I N E S T A . 2 8 + 7 4 . 7 6 SE E S H E E T 7 M A T C H L I N E S T A . 3 4 + 7 9 . 4 1 S E E S H E E T 8 CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET - ~/;1,rv - s ~ s 0 - G ~------------- 0 CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND 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 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 WITH METER BOX AND COVER ® INSTALL 8" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVIE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 ® INSTALL 6" CLASS 150 (FE X MJ) RESILIENT WEDGE GATE VALVIE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 C/l G ~:.:--;:..:-~· ~\ '11 I 0 0 st ~ I s l!\i, G J!l_ - s G .... .-· I 30+oo ,.. Z'i I @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) I I I -1500-I I r--c~:::...-=,,-;:_~-,.1-,l=J/ I Cl\ T'v, 'CATV-· -- s-.--s _J_ s s s 31+00 X Xc---X -1437- @ INSTALL 8" DUCTILE IRON TEE (FE X FE) C ' 0 I I!) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8", 45' DUCTILE IRON BEND (MJ X MJ) 'F' ' 0 I ;.,,s "' @ INSTALL 8", 22 1/2' DUCTILE IRON BEND (MJ X MJ) @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER CITY STD-185 -1506- □ --d(rv:- __J_ s IX) z s G s E "7 G (/) 1 ---cA1 26+00 "' s ~ E G E G G --------- STA. 25+49 0= STA. 10+00. 0 SERENA TV--CC-CIITV s sl 32+00 E E G G ----- 5 2 Ell Ell CIITV ~ E G 0 ----·CA (J1 o. 0 ' s (/) Ell 0 ' "'· I ' G I I I a,_ s \ E E s E 1517- -1408--1416 ·ro -u,rv --cerv=---c,,,w---CATV CAT\/---- 28+00 E -----+-,1/~'-44--E---E--- 1518- (/) G 4 27+15. BEND \ ---_s ___,. E G I I E G E G +-~-G G--- - - --- E G X _ 'i.,l... X -1419- STA. 27+49.98 TO STA. 34+ 78.68 684.70' - - & CONTRACTOR ELIMINATED A 45' DUCTILE IRON BEND AND ADDED 22.5' DUCTILE IRON BENDS AT STA. 35+40.42 AND STA. 34+64.91 -- 10 27 STA. 3 ,+64.91 HOR. BEl~D 1 S 8~2'18.61" E 14.50' -~35- r- f i -/i\-,-------,,----------------...... --..... ---------------..... --------------------------11. PER AS-BUil T REVIEWED: ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED 'le- ~ . i ._,<v I fl, PATRICK ARCINIEGA, RCE 70740 I SENIOR ENGINEER i No. 70740 . 08-30-22 crvn.. CIFCAL 1-DE-S-IG_N_ED_:_....,_DR_A_W_N_: ----------------------------------11 AC AC m ! CHECKED: DA TE: PA 9 02 22 SHEET OF -------------------------------------------------------------------------------------------------------------------------------------...... --------------------------------- 8 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 MATCH LINE S T A . 3 4 + 7 9 . 4 1 SEE SHEET 7 MA T C H L I N E S T A . 4 0 + 4 4 . 5 9 SE E S H E E T 8 RAMONA DRIVE MA T C H L I N E S T A . 4 3 + 2 3 . 3 5 SE E S H E E T 5 MA T C H L I N E S T A . 4 0 + 4 4 . 5 9 SE E S H E E T 8 SERENADE TERRACE MATCH LINE STA. 19+71.6 4 SEE SHEET 11 R A M O N A D R I V E SANTANELLA TERRACE MATCH LINE STA. 22+79.14 SEE SHEET 10 SANTANELLA TERRACE MATCH LINE STA. 23+99.64 SEE SHEET 9 CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET -- r---.r---. STA. 35+ 4 'CJ'C./ HOR. BEND --------- I I I I I __, I I ' •o I ,. LO ~ 10' ci n N J> --< ·a w <1 " 0 0 ~ +-~ v I\ ,,., 0, I N ,,., . "' ,,.-N· -r----. ,#" I >'n \'s ~~ '\ (_1_, m<;i " .... CJ1 I ;,, I ~ ii ~ -I I Lt_ CONTRACTOR ELIMINATED A 45" DUCTILE IRON BEND AND ADDED 22.5" DUCTILE IRON BENDS AT STA. 35+40.42 AND STA. 34+64.91 S 87"09'1.59" W j 34.30' TA. 36+6 OR. BEND -714. _ ___.../ ,~::~( ,IDEWALK h'i T ~URB & GU" "ER \~EXISTINC r--...... 6"W(ACP I ,~ I " , " --II "\ -:=CAfv'. ·u -CflTV 'b ·o V) @ I I a I-,,., s LO ;n s -' }, E I -" ~ co "---E .L s 42t00 1 N 40"32'34.60'"-E 212.64' [---[-_----~+--,+ \ Cl I I ,, ·u -" w -"' ' w ',/ \ w ~ ~ / ' " ----------.. '• C} EXISTING SIDEWALK-~ EXISTING CURB & GUTTER- EXISTING 6"W(ACP) I ~------LO -I . I - I ~ w I I -( J lD -I ---,rr ~rf -,r 7r-r:rr ~~c_=-11'l<ISTING 6;, (ACP) 1,/ i-o H--~ st ' 0 0 + ": I co (, CD )':. ' C'4J-----k ,:: ;..._ E G +29.56= iA. 20+39.78 20 10 SERENADE TERRACE I CD ,,., LO -I ~-CATV= , • 0 0 I I 0 ;.-, LO ,,., .39+00 ~-co E ',/ EXI Tl G Pt-------0-•_,,• ~A~1--, R Plc l"IP!s....;\S RE G I I rnSTI,c ,,'.f AC< EXISTING c_r B & GUTTER -624- A. 36+99.6-i S_TA_._4_0-±Ji'l-.94 '65.34' ~ -6 0- ~,8- Lt. NO. DATE CD CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND 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 WITH METER BOX AND COVER ® 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-51.3 ® 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-51.3 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ INSTALL 8", 45" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 22 1/2" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 11 1/4" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8" (FE X FE) DUCTILE IRON CROSS @ INSTALL 8", 11 1/4" DUCTILE IRON BEND (FE X MJ) @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER CITY STD-185 PER AS-BUil T DESCRIPTION OF REVISIONS APPROVED REVIEWED: e,'1-~ ,, PATRICK ARCINIEGA, RCE 70740 "' ... SENIOR ENGINEER No. 70740 . 08-30-22 CIVIi., DESIGNED: DRAWN: AC AC OF CAL CHECKED: DATE: PA 9 02 22 j I c,rn1~ ----. & I • • j a; ' • s ~ .f " ~ ~ ! l ! • i i • • 2 ! • ~ ~ • f j m I, ~ ! ffi • '!:-• i I 0 i • : m ~ SHEET OF ! 9 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 K-THANGA DRIVE SANTANA DRIVE PATOLITA DRIVEMA T C H L I N E S T A . 1 0 + 5 1 . 9 6 SE E S H E E T 7 MA T C H L I N E S T A . 1 4 + 6 3 . 0 4 SE E S H E E T 3 MA T C H L I N E S T A . 1 0 + 5 2 . 2 7 SE E S H E E T 6 MA T C H L I N E S T A . 1 3 + 5 6 . 1 4 SE E S H E E T 3 MA T C H L I N E S T A . 2 5 + 5 0 . 0 0 SE E S H E E T 5 MA T C H L I N E S T A . 1 0 + 5 4 . 0 0 SE E S H E E T 6 MA T C H L I N E S T A . 1 2 + 4 9 . 6 7 SE E S H E E T 3 SANTANELLA TERRACE MA T C H L I N E S T A . 2 2 + 7 9 . 0 7 SE E S H E E T 1 0 SANTANELLA TERRACE MATCH LINE STA. 10+62.06 SEE SHEET 10 RA M O N A DR I V E CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET G G CD CONSTRUCT 8-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 ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ INSTALL 8" DUCTILE IRON TEE (FE X FE) @ INSTALL 8" (FE X MJ) DUCTILE IRON ADAPTER @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER CITY STD-185 -6 I -0 "' -I -709- ------~---+-G --- 0 -717 EXISTING " ACP _.J,/ I "' 10' "' I 8 < I 0 0 <1 "' -I I If .. I -07- s N 12"21'42.26" E 411.08' -N "'+---+- "' ' 14+00 0 I a I() ' a I ;,, --------++-G---G ro ____ 1~3~+~=0---E ---E ---E ---E b -----_-CATV CATV __ CATV:-=:-=,::l;:l=-:=-::=-=C/L ___ CATV+-----r-+-CATV ___ CATV __ ® R/W EXISTING SI EXISTING C R -723--729- 3 _ =--Cll\l=---CA ',/_c~-+--CATV-+---1 -4--730- NO. DATE -=-caTv -- 23+oo D -1543- PER AS-BUil T s DESCRIPTION OF RE\i1SIONS -I V) 8' "' I V) 41 I I w I I I ;A-T - ' I 1---H'o 1--"'i ~ - ~ - c'\ 0 I I I - -~ ~' :'))'( \ ,>--,I ~' I\ ~ .- .\ j\._._11~-~I _.-f \ -- '11-u <: ,Q -• I ' ). ~ --II 1 ....... ------I "-A_ ~(~~----G--~~----G----~•~-J--~---G-:-~-+--i ---c -G~~~~~~~--~--- S=--~~,-----s+\---~~.---.----i-,;---,1-------~s ---~:s---r+-~.-------'r----i~s--------£--:-'--~,-r - , 11t00 0 -~-.JJ "21~42.27" E 195.67' ~ 12~~ ---rATV c~T5\oo CC-A V) ~ ~ 0 1 s ~ b ) 0 ), --- APPROVED ----- ~ ~~ ?, ~ No. 70740 . 08-30-22 CIVIi., OF CAL ~ '°o- RE\i1EWED: PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 9 02 22 8' I I() en "' I r-- N SHEET & I • • ~ m a; ' • s ~ .f " ~ m ! l ! • i i • • 2 ! • ~ ~ • f j m I, ~ ! ffi • '!:-• i I 0 i • : m ~ OF ! 10 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 M A T C H L I N E S T A . 1 0 + 6 2 . 0 6 S E E S H E E T 9 MA T C H L I N E S T A . 1 6 + 5 4 . 9 2 SE E S H E E T 1 0 SANTANELLA TERRACE M A T C H L I N E S T A . 1 6 + 5 4 . 9 2 S E E S H E E T 1 0 MA T C H L I N E S T A . 2 2 + 7 9 . 0 7 SE E S H E E T 9 SA NTA NEL LA T ERRACE CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET ---Iii -'" --~ ---· ,(;~b'-@ ·, /) I -1418- _{ " 0 .. ' > w O \ \ ' ----- .. CATV -S CD CONSTRUCT 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B I 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 - ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATER MAIN IN PLACE I I \ -- I CD s s--- ' -'· ---t:-:-:: -.;__--CATV~¥:::--c ~;+oo -_-:.=..:--y_;ATV-/ll \ ,Cj cATV-J ' ' {_ I . - I -S -\ . \ ~ L--=->501- -425- @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) -1500-I 1506- □□" vi ' -------- G G G 'I ---------------------- G .1 ,_ r / > !,r > ) - 'r 't -t-~---~:;==:=s;::;,.::::::;,::=;,~JJ-1--------, r----'----7\(11 I I ...., I _ -1515--1519--1525- 1\-...___.,, CC-ATV G G / -....____,rl ,,.,.-( .L:"i.N 31- '-...---" 0 \ -1530- ·LA I 'F Cl) " - I I " . - -472- '---/ 'I =---------- , -1536- I I . CATv= Htf------_1_;,4 ,f3.'' 1 --,.. I ' D\T\7 , " - --+---,!~,---- - - - - - - - --I G u G _ G ---===iCf~G.:jalla=aa==I e:::: ~~=---,V-'"'C::::I 2., --:;7 -1537-I f i -/i\-,------,.----------------...... --...... ---------------...... --------------------------11. PER AS-BUil T REVIEWED: ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED 'le, ~ . i ._,<v I fl, PATRICK ARCINIEGA, RCE 70740 I SENIOR ENGINEER i No. 70740 . 08-30-22 crvn.. CIFCAL 1-DE-S-IG_N_ED_:_....,_DR_A_W_N_: ----------------------------------11 AC AC m ! CHECKED: DA TE: PA 9 02 22 SHEET OF -------------------------------------------------------------------------------------------------------------------------------------...... ---------------------------------- 11 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 SERENADE T E R R A C E SERENADE TERRACE MA T C H L I N E S T A . 1 6 + 6 6 . 0 2 SE E S H E E T 1 1 MA T C H L I N E S T A . 1 6 + 6 6 . 0 2 SE E S H E E T 1 1 R A M O N A D R I V E MATCH LINE S T A . 1 0 + 5 2 . 0 0 SEE SHEET 7 CONSTRUCTION NOTES WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT PLAN SHEET r--..r--.. ST A. 1 /~/ HOR. 11 \ 10 35 \ CD CONSTRUCT 8-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 ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STD-516-A @ 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 MODEL NO. 850 OR JONES MODEL NO. J4040 @ ABANDON EXISTING WATER MAIN IN PLACE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET @ INSTALL 8" DUCTILE IRON TEE (MJ X FE) @ INSTALL 8", 22 1 /2' DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 11 1/4' DUCTILE IRON BEND (MJ X MJ) @ REMOVE AND RECONSTRUCT 8-INCH THICK CONCRETE CROSS GUTTER PER CITY STD-185 $ -----$ $ -----G ---,_,.<"· ,,•' ·" • ---~- ~ (3) - r l ,.-:--.=...-s--::: G ... ... • -----?'ii'.l \ \ I .l " -151~ I .,,, ~ "-. (13) r~ / >~ ('"---.... i---.,..,, \ -/ - -1515- -----$ $ -----_....---:-:-'."G ~"-" ... O 0 -I CJ 151 - 0 .. --------1--,·-- R/W EXISTIN -- Lt NO. $ DATE -436- 3 ---s G G -1437- PER AS-BUil T DESCRIPTION OF REll1SIONS 0 1442- STA. XISTING ---c----,,:;"W(ACP) -1500- S --1-)_ s --s s --1;--1 0-~ 7 ____ G@ _v1 ____ G_ -- APPROVED No. 70740 . 08-30-22 CIVTh CIFCAL G □ I I I I REll1EWED: G -1 01-, PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TIE: PA 9 02 22 G -1506- (/) --,-~ s ---s I ... N CD I G & I • • ~ ,; " ' • s g i " ' ~ ! l ! • i i • • 2 ! • ~ ~ • f i m I, ~ ! ffi • 'le-• i ! 0 i • : m ~ SHEET OF ! R/W W-5396-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN SHEET C-7966-1 WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT 12 ALLEY 402-A ALLEY 402-B ALLEY 402-B BALBOA AVENUE PARK AVENUE MA T C H L I N E S T A . 1 6 + 0 0 . 0 0 SE E S H E E T 1 2 SE E S H E E T 1 2 MA T C H L I N E S T A . 1 6 + 0 0 . 0 0 NORTH BAY FRONT ALLEY 400-B 10 ' - 0 " 5' - 6 " R/W R/W 40'-0" 6'-0" 12'-0" 28'-0" 6'-0" 15'-0" 5'-0"6'-0" 10 ' - 0 " 5' - 6 " 10 ' - 0 " 5' - 6 " 5' - 6 " CONCRETE PAVEMENT EXISTING 12"W (ACP) CONCRETE PAVEMENT EXISTING STREET LIGHT CONDUIT (TYP.) LANDSCAPED MEDIAN 60'-0" 6'-0" 26'-0" 48'-0"6'-0" 10 ' - 0 " 5' - 6 " 5' - 0 " 10 ' - 0 " 5' - 6 " 5' - 0 " 5' - 0 " 5' - 0 " STA 10+00.00 NORTH BAY FRONT & ALLEY 402A SEE DETAIL "A" ON SHEET 14 CONCRETE PAVEMENT R/W EXISTING SIDEWALK EXISTING CURB AND GUTTER R/W R/W EXISTING SIDEWALK EXISTING CURB AND GUTTER 7 7 49 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 3 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 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 333 3 33 3 3 3 3 3 3 3 3 3 3 3 3 BEGIN CONSTRUCTION 3 3 3 EXISTING 8"W (PVC) 18 52 52 REMOVE EXISTING TRANSITION COUPLING, 8" X 6" REDUCER, AND 12" PVC SPOOL AND CONNECT TO EXISTING 6" RWGV (FE X MJ) 11 11 REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STREET 12 INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-501. FIRE HYDRANT SHALL BE CLOW MODEL NO. 850 OR JONES MODEL NO. J4040 12 18 REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET 18 49 53 INSTALL 4" THICK TEMPORARY HOT MIX ASPHALT, TRENCH WIDTH 53 53 EXISTING STREET LIGHT CONDUIT (TYP.) 33 REMOVE AND RECONSTRUCT 4-INCH THICK CONCRETE SIDEWALK PER CITY STD-180 52 33 54 54 CONSTRUCT NEW RESIDENTIAL DRIVEWAY APPROACH PER CITY STD-164 54 54 STA 19+46.29 ALLEY 402B & PARK AVENUE END CONSTRUCTION 58 EXISTING 12"W (CIP) EXISTING 12"W (CIP) 7 REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND BEXISTING 12"W (CIP) 58 REMOVE TRANSITION COUPLING AND INSTALL NEW 12" X 6" (MJ X MJ) DUCTILE IRON REDUCER AND CONNECT TO EXISTING WATER MAIN HOR. BEND STA. 10+35.75 HOR. BEND STA. 10+37.1663 2'1' AFTER POTHOLING, IT WAS DISCOVERED THAT THIS WATER MAIN IS EXISTING 12" CAST IRON PIPE. FOR WATER MAIN REPLACEMENT PLANS REFER TO SHEET 15. (CIP) 1863 3HOR. BEND STA. 11+48.1662 3 HOR. BEND STA. 11+46.7462 3 HOR. BEND STA. 11+56.57 62 3 HOR. BEND STA. 11+55.16 62 3 HOR. BEND STA. 12+67.0162 3 HOR. BEND STA. 12+68.4262 3 HOR. BEND STA. 12+75.42 62 3HOR. BEND STA. 12+76.84 62 3 HOR. BEND STA. 14+20.0862 HOR. BEND STA. 14+21.4962 HOR. BEND STA. 14+26.87 62 HOR. BEND STA. 14+28.29 62 3 HOR. BEND STA. 14+83.1763 HOR. BEND STA. 14+88.2263 HOR. BEND STA. 17+33.92 63 HOR. BEND STA. 17+28.45 63HOR. BEND STA. 17+19.4563 HOR. BEND STA. 17+13.9963 FOR ALLEY 402-A, THE EXISTING 12" CAST IRON WATER MAIN WAS ABANDONED IN PLACE AND THE NEW 6" PVC WATER MAIN WAS INSTALLED ON THE WEST SIDE OF THE ALLEY. THE EXISTING ABANDONED 12" CAST IRON WATER MAIN WILL BE REMOVED IN THE FUTURE AD124 PHASE 2 UTILITY UNDERGROUNDING PROJECT. ALSO, AT EACH LOCATION IN ALLEY 402-A WHERE THERE IS AN EXISTING UTILITY POLE, THE CONTRACTOR INSTALLED 6"X4" REDUCERS AND 45 DEGREE BENDS TO GO AROUND THE POLES. ONCE THE POLES ARE REMOVED AS PART OF AD124 PHASE 2 PROJECT, A SEPARATE CONTRACTOR WILL REMOVE THE REDUCERS, BENDS AND PIPE AND STRAIGHTEN THESE SECTIONS OF PIPE. 1 1 PER AS-BUILT 60 60616162 10 62 10 10 10 59MIN. 18" TO 24"59 EXISTING UTILITY POLE MIN. 18" TO 24"59 1 59 CONSTRUCT 4-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 60 CONSTRUCT 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STD-106-A AND B 61 INSTALL 6" X 4" (FE X MJ) DUCTILE IRON REDUCER 10 CONSTRUCT THRUST BLOCK PER CITY STD-516-A 62 INSTALL 4", 45° DUCTILE IRON BEND (FE X MJ) 6262 63 INSTALL 6", 45° DUCTILE IRON BEND (MJ X MJ) 60 60 60 1 9' - 0 " PM-- - I "' 0 "' -I I T 1 I '-- I LO 0 "' -I I I I I I ' '" ' / (/} -V" ix, -r' ....., ,._ / ::, V 0 ' u ~ / ~ I -,,~I ;,I" -"" \.J (/} • ,ti □ \ ' / -~ ~ I "' I\ - Ii' P l \.J ;,. (/} (/} ii, -I Ir,= ~223-I I I '~ . . . . . J -333---I I -331-I I I J I I I I n ~I r p 1 I I ; - -- - t I 12",.;, ;,r_ j ,~:i • I 0 1 ' I -D (I I I I -330--326-I -221--219--217- . . . . . . . . ' t6. ---- -325-I -323-I -321-I -319-I -317-I -315-I I I I I I I -- I I I I I I ' () I I I I I I I C OD I I C I I I I r7 -_, --- -- ---I '-, ...... "" -. "" ;,_ , w 12 W 2"G 12 W "G , w 2"G 21G 2 " ,_ ,-' I (i'\o -----[] IQ I I 0 I I I I I I I I cl -324-I -322-I -320-I -318-I -316-I -314-I -215--213--211--209--207- - I -313- □- 12 ~ -312- -203- I -311-I I I I I 1/0 0 / c,, I / l - - "" 2"G , ry 2"G ~ ' ' ' r '--I I I I -310-I ~---::-~ SCALE: 1 "=20' -201- I ro 0 "' -I -307- ii"~S □ I I -308-I ' I I -305-I -301- I I I I I I ;) C "- I I - "" ,,-rr "" I I 1 2"G 2"t" 2 G •~..!!. =F 0 ..:i I I ,u I I 0 0'1/\ I I \.J I I r '-- -306--304-I -302-I -300- L ' r "' I -229--225-I -223- I y -------.._ 7 0 - I :c;/0 I ~ r I iiJ ~ I "' J ,\\~L=--VO Q_ 0,1 □ ' □-,_ I\ Tl " I-_,.• , -0 ............ ............ : .. z R 2"G " 2"G ' ·-.L ,, ~. cf ( X ) ---\_ ,,---, b ~ /-1 u '---' 0 I I ~ ,, H X X ) I ' .,, I "' ---I I -s -t - ( 1 T J -226-I -224-I -222- CONSTRUCTION NOTES 0 I I I I I I I Ill I I O I I I I I J, I I !,1 ~-------------------------( P ____ LI -==t==-_ ---i,-,~f-L--_ ~ --+-~' ~+----_+-' -n L g .J L ____,..-L ' -7 -~-+-------Ir-'--'----+---~~---.,--'------,-,--.-~---.--1 -"" --------___-::---,: I__ _ 0 0 0 L □IL I t -' ' --7',-----;::~::-:--I t I I ------"" . t-----±------, 2" G •' " n n 2"G ----'--0 -2"( i -W--C I I >-----1 -~ I I I I I I I I u ~ ~---1 --v-r v ~J ~ N '~ ~t v -220-I -218-I -216--214- WATER MAIN ALLEY 4O2-A ADJUSTMENTS AT POLE (TYPICAL) LOCATIONS NOT TO SCALE -212--210-I -208--206-I -204-I -202--200-1 1l .,.-i1__ I~ ;V ~ ___fh I I' .. = SCALE: 111 = 20' AS-BUil T NOTES NO. DATE DESCRIPTION OF REVISIONS No. 70740 . 08-30-23 APPROVED REVIEWED: 0 0 0 0 0 0 0 0 0 0 0 0 0 PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: NB JAB CHECKED: DA TE: PA XX XX XX C: 0 C: 0 ~ "' 0 u 0 E 0 N N "' ... N ' N N ' -- □' " -□ -0 u ./ (/) <( ::; 0 (/) ;;,, -I co co "' " I u ~ C: ., E ., u 0 0. ., D:'. C: 0 ::; ~ ., ~ 0 :s: ., u 0 ~ ~ ., >-., C: ·;: ~ ~ "' ., :s: (/) I 0 "' "' LO I ~ D:'. ~ <( ~ □' C: ·c: ., ., C: □' C: w ./ 0 0 <( u ./ -□ ., ~ 0 .c (/) ./ :s: [I] 0. ./ "' ~ ., "' SHEET OF ::::, ./ - W-5396-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN SHEET C-7966-1 WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT 13 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 10 10 49 49 10 50 1 1 STA 18+04.58 (ALLEY 422-B)= STA 12+87.21 (ALLEY 425-B) 10 ' - 0 " 7' - 0 " 5' - 0 " 10 ' - 0 " 8' - 0 " 5' - 0 " 10 ' - 0 " 8' - 0 " 60'-0" 3'-0"27'-0"30'-0" 40'-0" 10'-0"10'-0"8'-0"12'-0" 10'-0" 2'-0"5'-0" 40'-0" 20'-0"20'-0" 10'-0" 1'-0" 1 10 385 15 ' - 0 " 13 ' - 0 " 7' - 6 " 15 ' - 0 " 13 ' - 0 " 7' - 9 " 15 ' - 0 " 13 ' - 0 " 7' - 6 " 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 44 4 444444 PARK AVE EXISTING SEA WALL EXISTING 6"W (ACP) EXISTING 6"W (ACP) EXISTING LANDSCAPED MEDIAN 454 54 5454 ALLEY 422-A EXISTING CONCRETE PATHWAY 8 9 ROPE PIPE AS REQUIRED TO AVOID IRRIGATION AND ELECTRICAL CABINETS STA. 14+30.37 TO STA. 14+73.27 42.90' 5353 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 13 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 STA 10+00.00 ALLEY 425A & GRAND CANAL BEGIN CONSTRUCTION STA 14+11.69 ALLEY 425B & CRYSTAL AVENUE END CONSTRUCTION 20154 13 44 45 4646 45 EXISTING 8"W (ACP) EXISTING 8"W (ACP) 7 EXISTING 6"W (ACP) EXISTING 6"W (CIP) 45 8 9 45 135 13 13 5 10 15 18 EXISTING 6"W (CIP) 5353 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 WATER MAIN REPLACEMENT WORK LOCATED ON LITTLE BALBOA ISLAND WAS REMOVED FROM THIS CONTRACT AND CONSTRUCTED UNDER CONTRACT NO. 7173-3 (BALBOA ISLAND WATER MAIN REPLACEMENT - PHASE 3. FOR PLANS, REFER TO W-5396-S. 1 1 NOT CONSTRUCTED IN THIS CONTRACT. 1 NOT CONSTRUCTED IN THIS CONTRACT. 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 " 7' - 0 " R/W 5' - 0 " 7' - 0 " 10 ' - 0 " 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54 STA 10+00.00 BALBOA AVENUE & ALLEY 422-A BEGIN CONSTRUCTION EXISTING 6"W (CIP) 1 NOT CONSTRUCTED IN THIS CONTRACT. 5'- 0 " S10+00 11+00 12+00 13+00S00° 46' 33"W 397.74' S SIGN SIGN S SIGNSIGN SS 18 + 0 0 10+00 11+00 12+00 13+00 14+00 14+12S89° 13' 30"E 411.69' S14+ 0 0 15+00 16+00 17+00S00° 46' 33"W 399.77' \ " I I I I I I I -209-I -207-I -205-/ Id, I -223--221--219--217--215--213--211- 0 I I I I I I I I I "' -I ------------ - -- - I I I-------- r--0 "' I I I I I I I I I C, - ;: 5:: /.I I I 1o I '[: IQ , I I I I I '!' I r ~ n 0 0 ~ -' I -:.,. ' '~ CP Ir -~ . • . 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DB-30-23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCTION NOTES AS-BUILT NOTES 1 -~ SCALE: 1"=20' REVIEWED: PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: NB JAB CHECKED: DA TE: PA XX XX XX I: 0 I: 0 ..., "' 0 u 0 E 0 st N Ol st N '-.. N N '-.. -- "' ;: -□ N 0 u ./ (/) <{ ::;a 0 (/) ~ -I "' "' Ol r-- I u ..., I: QJ E QJ u 0 0. QJ O'. I: 0 ::;a L QJ ..., 0 ;;: QJ u 0 L L QJ f- QJ I: ·s: L ..., "' QJ ;;: (/) I 0 Ol "' "' I ~ O'. t:! <{ ~ "' I: ·;:: QJ QJ I: "' I: w ./ 0 0 <{ u ./ --□ QJ L 0 .I: (/) ./ ;;: rn a. ./ "' L QJ "' SHEET OF :::, ./ - W-5396-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PLAN SHEET C-7966-1 WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT 14 20 1 22 2 1 13 1 2 22 1 11 20 5 10 2'-0" 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 52 45 EXISTING SIDEWALK 53 54 54 54 46 7 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 S - ' ' 0--I --8" 2"G - 1 I 9 s I 0 1----t----a": 2"G ( X ) 1 I .. -----E~ CONNECTION DETAIL SCALE: 1''=5' - /\ NO. -----++t--8"5S ----l'>--+----+--8"5S - I ~ k;L.:3==1!J~~d • ~~ 2"G ~ -" :P ~ / '-----------,---' ~ 0 --+Ht--t-E -+---++-+---E - _/_ CONNECTION DETAIL SCALE: 1''=5' -- - ----- - ---E---+---E--tt+----- ------------- -2"G ----+--2"G ---+++------2"1 12"SS ---f)-- r: ( ) 11 ( X ) CONNECTION DETAIL SCALE: 1''=5' DATE DESCRIPTION OF REvlSIONS - - APPROvlED REvlEWED: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCTION NOTES PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: NB JAB CHECKED: DATE: PA XX/XX/XX I: 0 I: 0 ..., "' 0 u 0 E 0 <O N Ol st N '-.. N N '-.. ~ ~ "' ;: "'Cl ,,.; 0 u ./ (/) <{ ::;a 0 (/) ~ ~ I <O <O Ol t-- I u ..., I: QJ E QJ u 0 CL QJ O'. I: 0 ::;a L QJ ..., 0 ;;: QJ u 0 L L QJ f-- QJ I: ·s: L ..., "' QJ ;;: (/) I 0 Ol "' "' I ~ O'. t:! <{ ~ "' I: ·;:: QJ QJ I: "' I: w ./ 0 0 <{ u ./ "'Cl QJ L 0 .I: (/) ./ ;;: rn o._ ./ "' L QJ "' SHEET OF :::, ./ .. 15 W-5390-S 15 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-7966-1 PLAN SHEET WEST IRVINE TERRACE & BALBOA ISLAND WATER MAIN REPLACEMENT MA R I N E A V E N U E ALLEY 400-A GR A N D C A N A L DETAIL "E" DETAIL "F" DETAIL "G" CONSTRUCTION NOTES AL L E Y 4 0 2 - A AL L E Y 4 0 1 - A ALLEY 400-B EXISTING 12"W(ACP ~ -M ·S - . ' I -1307-I -1309-I -1311-I )L -1401-I -1403-I I I -1309 1/2-I I -1401 1/2-I -1403 1/2-I - I I I I 3: ( 'J I I EJIISTING w EXISTING ~--12"W(CIP) STA 10+00.00 0 -< EXISTING 1 "W(CIP) ~---·-C BEG/N CONSTRUCTION -• 0 SIDEWALK I sJ E DETAIL E I 0 I I ~ IL I I O™ SHEET 13 I R/W-I I ~ • E ISTING uA ~ 0 'b 0 I II I 0 ~--I'\ G:~ I ~ I I .LO i1 "W(CIP) -I \ LO "' ' =c , -I I ~ o' ) ' E -.. E E E /_ E E L ;r +-r ~~;, ' ..... s -I -~ ' ,c, \ s .... s , ~ ' -I E \ .C E -~ 0 0 E ·E .. .~ ...LJ 0 ,. G G G -1 :.G. G. ·\ -_J ' ,.._..., I 1 ,.-. .~ 3: '-::'..I - --- - - - ~ 6 EXISTING- :0: ~~ I .,__, EX STING ABANDONED 12"W(CIP) E 0 8"W(CIP) ' E TC BE REMOVED UNDER CONTIRACT ...... ~ 0 I I f-- NI . 9451-2 (AD 124 PHASE 2) ~~ ~~ ~R/W I <( I "' I T E; STING "' w I N SEE DETAIL F "' ~ N ~ 6" V(PVC) I i "' ON SHEET 13 I I \ -=-- - -- - - - -1405-I -1405 1/2-I I I I ( - -~- T ' E E/ t' E E I s / '. -.. G -Ou I 0 t''i',l I ::E ' I I l I I ~ -' -I i I + J -" \l ,~. l w -f □ I EXISTING / 3: n 6"W ACP ( ~~--=--~-~--=-~~:.0¥ 2 14 --------- 2 0 EXISTING 12"W(CIP) / rf'1 i-EXISTING I I I 12"W(CIP) 46 I, I I I 2 141---i h"'° I : I I I : I -ABANDON I : 12"W(CIP) I I I : -5 "E =-=--=---=------=---=-=--=- 17 EXISTING IN PLACE ✓-~ # ' / 8 14 6 ~ -=-=-=+-=.-==-=--.-=--_ =-=-=.-==-=--.-=---=-=-=.-==-=--.--:: 8''S = =---=-=-. -...=-=--= =r-:-=&. #,p _---=---_:-:::-~;::: EXISTING "" 12"W(CIP) ,j, 6 14 ---4"E --------~-# ---------------------------------------------------- \: - ) =-=--=--=--=--=----=-----=--=--=--=--=-=== = =-= = = = 2"G = = = = = = =-= = = = = - = =-= = = = = = = 28,\-"""!iil='~ 10 59 STA. 10+96.79 NOT TO SCALE 14 STA. 11+16.22 EXISTING 12" TEE ;is ~ ,_ I ~ ' 14 6 -1407- -1407 1/2- \ (3) ' I E ' { ......_ C - ' I 6 I'-... I_ - I I I - I -1411-I I I -1411 1/2- I I I ! I -~, Ci (3), I _j I_ ~ -- V L 13.fOO ' ....... ., \. ~, - ' c£ ' G...= :; ., ' ·~ \ ,J, / '1 ~ "' _),l l -EXISTING -I I 8"S(VCP) - -- -I S 89'06'5.62" E I 187.00' I I I I SEE DETAIL G --1 ;;:; I I ON SHEET 13 "' I - - r-- "' I - -~: 62 NOT TO SCALE 10 21 111 EXISTING---<III 6"W(ACP) l,(J 20 ~ 20 7 3 ~-----149,1---4:11 3 7 EXISTING---<1I 6"W(ACP) w.J 20 NOT TO SCALE ~ NO. DATE I I I I " I I I I I I I E B XISTING ULKHEAD r~ XI STING O"W(HDPE) PER AS-BUILT DESCRIPTION OF RE'v1SIONS ® CONSTRUCT 12-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STID-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 ® REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 8-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STID-106-A AND B (j) REMOVE AND REPLACE EXISTING WATER MAIN WITH NEW 6-INCH DIAMETER C-900 PVC WATER MAIN (SDR-14) PER CITY STID-106-A AND B. ® 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 ® 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 @ CONSTRUCT THRUST BLOCK PER CITY STID-516-A @ REMOVE EXISTING FIRE HYDRANT AND RETURN TO THE UTILITIES YARD AT 949 W. 16TH STIREET @ INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY STD-501. FIRE HYDRANT SHALL BE CLOW MODEL NO. 850 OR JONES MODEL NO. J4040 @ REMOVE INTERFERRING PORTIONS OF EXISTING WATER PIPE, VALVES AND APPURTENANCES @ REMOVE INTERFERING PORTIONS OF EXISTING PIPE, CUT AND PLUG WHERE INDICATED WITH CONCRETE (MIN. 18"), AND ABANDON IN PLACE @ REMOVE EXISTING VALVE, SALVAGE AND RETURN TO UTILITIES DIVISION AT 949 W. 16TH STREET No. 70740 EXP. 0B-30-23 C RE'v1EWED: PATRICK ARCINIEGA, RCE 70740 SENIOR ENGINEER DESIGNED: DRAWN: AC AC CHECKED: DA TE: PA 9 20 23 @ INSTALL 8" X 6" DUCTILE IRON TEE (FE X FE) @ INSTALL 8", 45" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 8", 45" DUCTILE IRON BEND (MJ X FE) @ INSTALL 12" FLEXIBLE TRANSITION COUPLING @ INSTALL 6" FLEXIBLE TIRANSITION COUPLING @ 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 @ INSTALL 6" DUCTILE IRON ADAPTER (FE X MJ) @ INSTALL 12" DUCTILE IRON TEE (FE X FE) @INSTALL 12" CLASS 150 (FE X MJ) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 @ INSTALL 12" CLASS 150 (FE X FE) BUTTERFLY VALVE WITH VALVE BOX AND RISER PER CITY STD-512, STD-516-C, AND STD-513 @ INSTALL 10" X 8" (FE X FE) DUCTILE IRON REDUCER ® BUTT FUSE 10" FLANGED ADAPTER TO EXISTING HDPE PIPE (§) INSTALL 12", 45" DUCTILE IRON BEND (MJ X MJ) @ INSTALL 12", 45· DUCTILE IRON BEND (FE X MJ) @ INSTALL 12" X 8" (FE X FE) DUCTILE IRON REDUCER SHEET C 0 C 0 ~ "' 0 () 0 E 0 IX) N O> st N ....... 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