Loading...
HomeMy WebLinkAboutW_5387_SPAULUS AS BUILTS - 5-16-23 CITY OF NE PORT BEACH PUBLIC WORKS DEPARTMENT ATER TRANSMISSION MAIN (PHASE II) VALVE REPLACEMENT C-7539-3 PROJECT NO . 18W12 AND 19W13 {'I APPROVED: C!hj) fl' i )h J DAVID AW B,P.E, PUBLIC WORKS DIRECTOR DA TE: '7-/-5· 2-dZ LI C-7539-3 • APPROVAL RECOMMENDED: ~utt! Cen ~DriveM A 5 1--------+------+------------+-----1 MA?!/dL~CE ~1~7 REVIEWED: WATER TRANSM ISSI O N MAIN (PHASE II) ~JJ,, , . VALVE REPLACEMENT , MJCHAEL J~ACORI, RCE 46214 TITLE SHEET : Suite 200 UTILITIES DIRECTOR Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER • ' 1--------,-----t---------------r-------t' DESIGNED: NEB DRAWN: CADD CI TY OF NEWPORT BEACH W-5387-S ' NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE: C/-ltf-2.t) ' PUBLIC WORKS DEPARTMENT SHEET 1 OF 39 , CHECKED: DA TE: JLB AUGUST 2020 2 SHT. NO.DESCRIPTION W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT SHEET INDEX, VICINITY MAP, AND SHEET INDEX MAP PAULUS AS BUILTS - 5-16-23 PROJECT LOOATION CITY OF COSTA MESA JOHN WAYNE AIRPORT VICINITY MAP CITY OF IRVINE PROJECT LOQATION NOT TO SCALE PROJECT LOOATION SHEET INDEX TIRE SHEET SHEET INDEX, VICINITY MAP, AND SHEET INDEX MAP CITY OF NE'M"ORT BEACH GENERAL NOTES, PUBLIC AGENCIES AND UTILITIES, BASIS OF BEARINGS, AND BENCHMARK VALVc. N10_078 AND N10_080 -JAMBOREE RD NORTH OF SANTA BARBARA DR VALVc. N10_078 AND N10_080 -JAMBOREE RD NORTH OF SANTA BARBARA DR VALVc. P11_033 -JAMBOREE RD NORTH OF FORD RD ALTA VISTA PRESSURE REGULATING STATION PLAN AND SECTIONS BASSWOOD PRESSURE REGULATING STATION PLAN AND SECTIONS VALVc. S12_006 -JAMBOREE RD NORTH OF UNIVc.RSITY DR VALVc. T12_024 -JAMBOREE RD SOUTH OF BAYVIEW WAY VALVc. M09_121 AND M09_122 E. COAST HWY AT JAMBOREE RD VALVc. M09_121 AND M09_122 E. COAST HWY AT JAMBOREE RD PIPE CONNECTION DETAILS VALVc. L10_132 -PACIFIC COAST HWY E/0 JAMBOREE ROAD JAMBOREE ROAD AND BACKBAY DRIVc. -LOCATION MAP AND PIPELINE IMPROVc.MENT PLAN VALVc.S L13_161, L13_162, L13_163, L13_164 -ZONE 3 PS AT BIG CANYON RESERVOIR VALVc.S L13_161, L13_162, L13_163, L13_164 -ZONE 3 PS AT BIG CANYON RESERVOIR BCR DRAIN LINE VAULT IMPROVc.MENTS BCR CONTROL BUILDING BASEMENT -DEMOLITION PLAN AND SECTIONS BCR CONTROL BUILDING BASEMENT -MECHANICAL IMPROVEMENT PLAN AND SECTIONS BCR CONTROL BUILDING BASEMENT -MECHANICAL IMPROVEMENT SECTIONS VALVc. 112-157 -E. COAST HWY AT HAZEL DR VALVc. N13_072 -SAN MIGUEL S/0 EASTGATE/SPYGLASS ROAD VALVc. N13_072 -SAN MIGUEL S/0 EASTGATE/SPYGLASS HILLS ROAD VALVc. M08_069 -BAYSIDE VILLAGE MARINA VALVc. M06_018 -NEWPORT BLVD SOUTH OF 28TH ST VALVc. N07_094 -15TH STREET AND IRVINE AVc.NUE VALVc. N07_094 -15TH STREET AND IRVINE AVENUE 16TH STREET PUMP STATION -LOCATION MAP AND DEMOLITION PLAN 16TH STREET PUMP STATION -VALVc. REPLACEMENT PLAN AND SECTION PIPE DETAILS ELECTRICAL ABBREVIATIONS, SYMBOL LEGEND, AND NOTES BCR CONTROL BUILDING BASEMENT INSTRUMENTATION AND CONTROLS LEGEND BCR CONTROL BUILDING BASEMENT SINGLE LINE DIAGRAM AND CALCULATIONS BCR CONTROL BUILDING BASEMENT ENLARGED ELECTRICAL PLAN BCR CONTROL BUILDING BASEMENT PUMPS CONTROL AND WIRING DIAGRAMS BCR CONTROL BUILDING BASEMENT PLC 1/0 WIRING DIAGRAM BCR CONTROL BUILDING BASEMENT PROCESS & INSTRUMENTATION DIAGRAM BCR CONTROL BUILDING BASEMENT PANEL LAYOUT PLAN SHEET SHEET1 SHEET9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16-ni ST ~ r-------1 < I "' SHEET INDEX MAPS NOT TO SCALE AND30 . ......... . SHEET26 . REVIEYIED: p s O M A s r--+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: J..B AUGUST 2020 SHEET25 • C 0 U) 0 ::, .a -Q) o> "O ·;:: .0 E (l_ ,.-, N ,.-, 0 ~ <D 0 '-co 0 o> ;, "O l'l 0 c., / (/) >-w w I ~ z c., (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N SHEET OF / ::;c 3 W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT CITY OF NEWPORT BEACH GENERAL NOTES, PUBLIC AGENCIES AND UTILITIES, BASIS OF BEARINGS, AND BENCHMARK PAULUS AS BUILTS - 5-16-23 CITY OF NEWPORT BEACH 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", 2012 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CllY'S STANDARD SPECIAL PROVISIONS, OR IN THE CONTRACT'S SPECIAL PROVISIONS. 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011. 3. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT 811. 5. EXISTING UNDERGROUND STRUCTURES; THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES (PIPES. CONDUITS OR STRUCTURES) SHOWN ON THE DRAWINGS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CONSTRUCTION ACTIVITIES NEAR THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 6. 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. 7. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO START OF WORK. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 10. CONSTRUCTION WORK HOURS SHALL BE 7:00 AM TO 4:30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE PRO.ECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENT5. 12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 13. TRAFFIC CONTROL WITHIN THE PUBLIC STREET RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), 2012 OR MOST RECENT EDITION AND ANY CITY OF NEWPORT BEACH REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFFIC CONTROL AND PAVEMENT MARKINGS. 14. BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED AT CONTRACTOR'S EXPENSE BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. 15. STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE OF THE PIPE. STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. DISTANCES SHOWN IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 16. WATER MAINS SHALL HAVE A 48" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED ON THE PLANS. 17. ALL IMPROVEMENTS SHALL BE INSTALLED PER REFERENCED DETAIL AND/OR STANDARD DRAWING SHOWN IN IMPROVEMENT SCHEDULE. 18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 19. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 20. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 21. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. ALL IRRIGATION LINES, SPRINKLERS. CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION. 22. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 23. ALL CONCRETE SIDEWALKS, CROSS GUTTERS, AND CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 24. ALL PCC AND AC PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 25. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 26. ALL TRAFFIC SIGNAL CONDUIT AND LOOPS HAVE NOT BEEN SHOWN ON THESE PLANS. CONTRACTOR TO DETERMINE LOCATION OF ALL IMPACTED FACILITIES AND REPLACE ALL TRAFFIC SIGNAL CONDUITS AND LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, CURBS, TRAFFIC, STRIPING, MARKER AND MARKINGS, TRAFFIC SIGNAL DETECTOR LOOPS, STREET LIGHT CONDUITS, STRUCTURES, TREES, AND IRRIGATION SYSTEMS, AS A RESULT OF HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR OR REPLACE SAME TO THE SATISFACTION OF, AND AS DIRECTED BY, CITY OF NEWPORT BEACH, THE ENGINEER, UTILITY COMPANY OR PROPERTY OWNER. 28. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS {TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. 29. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 30. AT THE END OF EACH WORK DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. 31. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO ALL LANES OF TRAFFIC CAN BE OPEN. STEEL PLATE SHALL BE TACKED DOWN AND SPIKED AND TEMPORARY AC PLACED AS REQUIRED BY THE REGULATORY AGENCY. 32. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS. THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM. 33. CONTRACTOR SHALL ADJUST CITY UTILITIES (I.E. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLE FRAMES AND COVERS) TO FINISHED GRADE PER CITY STANDARDS. 34. ALL HARDWARE FOR FLANGES JOINTS, HARNESS ASSEMBLIES, FITTING RESlRAINTS, TRANSITION COUPLINGS, MECHANICAL JOINT HARDWARE, AND FASTENERS SHALL BE THREADED FASTENERS FABRICATED FROM 316 STAINLESS STEEL AND COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. 35. ALL FLANGED JOINTS SHALL BE JOINED WITH CLOTH REINFORCED BUNA-N RUBBER FULL FACED GASKET5. 36. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ACCESS PITS AND lRENCHES AND DISPOSING OF WATER AS REQUIRED BY CONTRACT DOCUMENTS AND APPLICABLE NPDES PERMITS AND FEDERAL, STATE, AND LOCAL GOVERNMENT REQUIREMENTS. A GEOTECHNICAL REPORT HAS W2I. BEEN PERFORMED FOR THIS PROJECT. 37. HIGH VOLTAGE SlREET LIGHT CIRCUITS (5KV AND 240 VAC) MUST BE DISCONNECTED BEFORE DIGGING AND RECONNECTED AT THE END OF EACH WORK DAY. UTILITIES STAFF SHALL COORDINATE POWER DISCONNECTION. UTILITIES STAFF SHALL BE NOTIFIED IMMEDIATELY IF CONDUITS ARE EXPOSED OR DAMAGED. 38. ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON C110 (CL 52 MIN.) UNLESS OTHERWISE SPECIFIED. ALL WATER MAIN FITTINGS SHALL HAVE 8 MIL LOOSE POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE STANDARD SPECIFICATIONS. POLYETHYLENE SHALL BE TIGHTLY WRAPPED AND TAPED WITH VINYL TAPE. 39. ALL EXISTING WATER MAINS OPEN OR EXPOSED FROM DEMOLITION SHALL BE SECURED OR BLOCKED TO PREVENT POTENTIAL CONTAMINATION. 40. ALL NEW PIPE AND APPURTENANCES MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS PRIOR TO PLACING IN SERVICE. ~oFES~ ~1E.~ ... ~ J);,~ ~v~~ .. PUBLIC AGENCIES AND UTILITIES CITY OF NEWPORT BEACH (UTILITIES) (949) 644-3011 (DAY) (949) 644-3717 (NIGHT) A T&:T DISTRIBUTION ORANGE COUNTY SANITATION SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS TIME WARNER CABLE UNDERGROUND SERVICE ALERT BASIS OF BEARINGS: (714) 618-9116 (714) 593-7326 (714) 796-9932 (714) 634-3063 (714) 715-4706 811 THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 6, 2011.0 EPOCH, RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (NAO 83), AND WERE DETERMINED BY GLOBAL POSITIONING SYSTEM (G.P.S.) TIES TO TWO CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERRED TO AS FVPK AND TRAK. SAID STATIONS ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "FIXED" HORIZONTALLY IN THIS SURVEY. THE BEARING BETWEEN C.G.P.S. FVPK AND TRAK BEING S 6714'54" E, AS DERIVED FROM THE POSITIONS FOR SAID STATIONS, IN SAID EPOCH, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. THE ORTHOMETRIC ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVO 1988) AND WERE DETERMINED BY GPS TIES TO O.C.S. VERTICAL CONTROL MONUMENTS 1J-78-04, U-1415, AND NB2-7-77 (LEVELED IN 2015) ALONG WITH THE APPLICATION OF NGS GEOID HEIGHT MODEL "GEOID12B". BENCHMARK: VERT CONTROL IS BASED ON THE COUNTY OF ORANGE DEPT OF PUBLIC WORKS VERT NETWORK (NAVD88, 1995 ADJUSTMENT) A TOTAL OF THREE OCS BENCHMARKS WERE USED TO VERTICALLY CONTROL THIS PROJECT: 1. BM IJ-78-04, FOUND 3.75" AWM DISK STAMPED ORANGE COUNTY SURVEYOR BENCHMARK IJ-78-04 LEVELED IN 2015, ELEVATION IS 11.948. 2. BM U-1415, FOUND 3.75" NGS BRONZE DISK STAMPED U-1415 1988. LEVELED IN 2015. ELEVATION 9.120. 3. BM NB2-7-77, FOUND 3.75" OCS AWM DISK STAMPED NB2-7-77. LEVELED IN 2015. ELEVATION 8.565. REVIEYIED: p s O M A s 1---+-----+----------------------t---------iMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 C 0 U) 0 ::, .a -Q) o> "O C: .0 E (l_ ,.-, N ,.-, 0 ~ <D 0 '-co 0 o> ;, "O ,..-j 0 c., / (/) >-w w I ~ z c., (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE N10_078 AND N10_080 - JAMBOREE RD NORTH OF SANTA BARBARA DR 4 PHASE 1PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN I I I ,-., I ~ l I ~ ~ '===== !;f--SL SL R/W I er E E =! E - - COi . COM COM COM "•• ~COM I .,__¼,. I B"G .. ~ B"G B"G B"G B"G B"G B"G 1S"W 15 W 16 ,., 16 W 111i, I co ~ I L -S' 18' $$ ,e•cs 18"':i'S 18 ss iii! ss iii! '' t-Iii! iiii -- @ - "'" I i--j r I L° t ----30"W 3O11W 30"W I • --w -I .. -- I I SEE DETAIL 1 TH1 SHEET---... -I AND DETAIL 1 S ET 5 r--r-,._ 14 ~I Cl) ui 0· = I 1/) I ?" tf ~ i8 m1 VALVE N1dt o18 AN: I VAL'J° N10_080 , L io i co I 3o"w -"11:0"W -- (S' B"SS B"SS ' -E E E E E E E / SL ' SL SL SL SL /1,-t E 1.......J COM ~OM COM COM COM CDM - - - - - ------ - - -/;>,-~~ R/W VJ VJ SAN JOAQUIN HILLS RD ix, I ' JAMBOREE ROAD ( ~ ffl I SANTA BARBARA DR 0 20 40 0 cor--.is I RUCTION r--.io I Et, FILL ABANDONED PORTION OF WATERMAIN WITH CEMENT SWRRY (ONE SACK). OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM ANO DOWNSTREAM OF VALVE(S) TO BE REMOVED PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLITION NOTES REMOVE ANO DISPOSE 13' x 10' x 10':I: RECTANGULAR VAULT STRUCTURE UP TO VAULT FLOOR. PUNCH 12" WEEP HOLES IN VAULT FLOOR 24" O.C.E.W. ® REMOVE ANO SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS. HANDWHEEL5, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS AND AIR VALVE PIPING. PLUG EXISTING VENT AND AIR VALVE PIPING WITH CONCRETE. 0 REMOVE VALVE BOX FRAME COVER AND TOP 24" OF PVC RISER AND RESURFACE PER NOTE @) ON SHEET 5. NO I ES TO CONTRACTOR - -- -SCALE: 1" = 20' LEGEND 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. D LIMITS OF EXISTING ITEMS TO BE REMOVED 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: ~-.-----,-- __ ·._·_· . ........::_ LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING CEMENT SLURRY EX. THRUST BLOCK\ ... ·• • 65 J l -_--_ -=---<-·_----= ,.~-=----=-~--·~~---+;·---------~ 1\c.'j ,I , I I -I I I 1--... L@ I I -I I ,ff io ABANDON IN PLACE EX. 8" CIP 13'-4" ABANDON IN PLACE EX. 20" CML & C STEEL PIPE 10" (TYP.) • > \-<::I . I I • I I ~ I i:: C:i) • , ? ~ ! ~ _, l ---1~~1,--1-- ------- l.___-+-_ EX. 30" CML & C STEEL PIPE. PROTECT IN PLACE. 4'-3" I . 7'-4" I·) -I ---'t:' I 'b ~ I I c· oJ I 20" VALVE)~ N10__1!0 / • .. 30" VAL\/f;~ ·, N10_078 ·-. ____ . __ . ; . • • I .c --I I ·- \ 6'-0" ';) I I -----+ ------------+-- - 10"± (TYP) '1 I I I •• I I I C :"--2 1/2" AIR VALVE PIPE. 2 PWG WITH CONCRETE. EXISTING PLAN DETAIL 1 SCALE: 1/2" • 1'-0" REVIEYIED: 15'-0" 6" VAULT VENT PIPING. - PLUG WITH CONCRETE. 1·-0· 17/------ r EX. 30" CML & C STEEL PIPE. PROTECT IN PLACE ·- - A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. p s O M A s t---+-----+------------------+-----IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DAlE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA lE: J..B AUGUST 2020 SHEET C: 0 (/) 0 ::, £J .,.; Q) c,, "O ·c: £J E a. "' N .;.; 0 N ' <D 0 ' co 0 c,, ;< "O z ...: _J 0.. 0 co 0 I 0 -z 0 z ...: co I'-0 I 0 -z I -0 0 I ~ / (/) >--w w I ~ z 0 (/) w 0 _J ...: z "-/ (/) "' (/) ...: >--/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE N10_078 AND N10_080 - JAMBOREE RD NORTH OF SANTA BARBARA DR 5 PHASE 1PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN 0 cor-..s I RuCTION NOTES INSTALL 30" CML &: C STEEL PIPE INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 31 TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN DEMOLITION hO I ES REMOVE AND DISPOSE OF 13' x 10' x 10'± RECTANGULAR VAULT STRUCTURE UP TO VAULT FI.OOR. PUNCH 12" WEEP HOLES IN VAULT FI.OOR 24" O.C.E.W. ® REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCI.UDING BUT NOT LIMITED TO VALVES, METERS. HANDWHEEL5, LADDER, FI.ANGES, AND CONCRETE PIPE SUPPORTS. NO I ES TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING 0 2 4 - -- -SCALE: 1 /2" = 1' -+i ~ ·' co I 18" MIN.I EX. 30" CML &: C )_ STEEL PIPE. PROTECT IN PLACE.· . 6" AC OVER 8" AGGREGATE BASE\ 6'-3" 8" OUTLET 10"± (TYP) 2 /EX. ASPHALT. SURFACE 3'-0" 18" MIN. I I I r--.. ccl I I I .•· 7 ~--------------- -------- ---~-------~-~------------------~~._c---1-EX. 3d' CML & C S1EE. PIPE - I PROTECT IN PLACE EX. 30" CML &: C STEEL PIPE. PROTECT IN PLACE 2·-0· . ; ' 5'-1" 61 APPROXIMATE SURFACE AREA 27'-3" x 13'-0" 13'-4" 20'-3" 24'-3" EXISllNG SECTION 27'-3" • 1 (PExPE)·. 1·-10· 2·-0· REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. ... ._.+-@ . I ..•. : -· •• 3 • : . ·•. •: . • .. :_· .. ·1 ·.-....•.. ·-~· • -·-·. -i===il==t---'--'----'-'-----"-'---"--".,;..;;..;,.._;....:.......;_...:....:...__;........;.....---'-'l._..:...,..;..;,___:_---'----'----'---'--.:...........;.'----'-__...__;_..........:....----"-"--"--.a...,;;.;._;_--"F==ii==!-_.. •• , -\ 'I----+--+-+------+-+-+----7 -----t( \__ -. -. • ~....,...,......---,------,~--:-------:--,-:-,---:-------:----,---~....,.,........~::---t==;=!!=!--, -~ \ JJ ·._. I \_ •• • > · • ' <,,'J PROTECT IN PLACE _ .. __ ._• -·-•·-··- 1 -~,-,..__,---------------~-----~---~~-. . --EX. 30" CML &: C STEEL PIPE. 20'-3" 24'-3" PROPOSED SECTION DETAIL 1 SCALE: 1/2" -1'-0" REVIEYIED: p s O M A s t---+-----+------------------+-----IMICHAEL J, SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 -H ~ I b - C 0 U) 0 ::, .a -" o> "O ·.:: .a E a. r<) N ,;-; 0 N .....___ <O 0 .....___ co 0 o> ,. "O z 0 f-u w (/) 0 co 0 I 0 -z D z <( co r--- 0 I 0 -z I N 0 u I ~ / (/) f-w w I ~ z 0 (/) w D _J <( z u... / (/) "' (/) <( f-/ (/) w ~ ~ / 0 0 m 0 <O 0 ~ w z N SHEET OF / ::;c 6 W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE P11_033 - JAMBOREE RD NORTH OF FORD RD PHASE 2PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN 3 35 6 I I 1S BEGIN CONS I R\JCTION STA. 10+00.00= STA. 8+63.20 STREET REMOVE INTERFERRING PORTIONS OF 16" DIP AND JOIN EX. 16"W. < RT 45" R/W 1S 1S -'H1efc"ssss;-------11r----.---\e"!;s-----------ttl"9+oo 1S END 001'1S I RUCTION STA. 10+41.02= STA. 8+95.91 STREET REMOVE INTERFERRING PORTIONS OF 16" DIP AND JOIN EX. 16"W. < RT 45" JAMBOREE RO l I D R/W co co 10"ss,-.---------.----ttl"ss-__ c..:10:ai:oc::o __ ____,.e" .. 'ss ---------ffl''ss--------1'-'-1-'-+.::;,ooil" .. 'ss----------11,er"ssss;-------~{11r-------11 .. 12+ 0 =----=l•=--='\=---------===s l=-------=1-~1~---------=1=---------------------------------------=1-----= 116 =1s"W 48661 --r -cot~ --t--i:,,,--1----=cot.1 -----1-t---E ;;: E -----,- 35 62 STA 10+14.16 < LT 45" \ 2 ./ 116 "', ·w =~iii:=-----====-----===::Wi.,.. ... .,., n, AHQPI "'l"D .;;: ;:::;::::, SEE DETAIL 1 VALVE P11_033 14 co co 40 -------cot.1--+----cot.1------COM------COM---+-----·AI• lr"--ll------COM ---1---1- 5--------+--COM------COM / -,---+--E ------E ------E ------+-E ------E ------E ------E -+------:tt---al--------, STA 10+26.98 / 11 < LT 45" f 0 20 40 - -- -I SCALE: 1" = 20' -- "' 24 §j HIGH VOLTAGE STREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING. ii SD 3 '' §i R/W BISON AVE-- \ \,,' I I ~ / \ 6" AC OVER 8" AGGREGATE BASE NORTHHAMPTON CT 42'-0":I: EX. ASPHALT SURFACE 61 APPROXIMATE SURFACE AREA 42'-0" x 8'-0" @) @ @ @ @ @ @ @ @ ® @ ® @) @) @ @ @) COl'IS I RuCTION NOTES INSTALL 18" CML &: C STEEL PIPE INSTALL 18" X 16" CML &: C STEEL REDUCER INSTALL 16" CML &: C STEEL PIPE INSTALL 16" DIP, CL 52 INSTALL 16" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 16" DI RESTRAINED COUPLING, SMITH BLAIR 471 OR APPROVED EQUAL INSTALL 16" DI RESTRAINED TRANSITION COUPLING, FORD FC2W-16-SH OR APPROVED EQUAL INSTALL 16" DI 45' ELBOW, CL 52 INSTALL 8" DI PLUG, CL 52 CONNECT TO EXIST. CCP PIPE PER DETAIL 2 SHEET 31 TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-A AND FIELD CONDITIONS. INSTALL REDUCER THRUST BLOCK PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-B AND FIELD CONDITIONS INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS INSTALL 12" DI PLUG, CL 52 OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. @ INSTALL 16" DI PLUG, CL 52 0 DEMOLITION NO I ES REMOVE AND DISPOSE OF 5' x 7.5' x 6':I: RECTANGULAR VAULT STRUCTURE UP TO VAULT FLOOR. PUNCH 12" WEEP HOLES IN VAULT FLOOR 24" O.C.E.W. @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGE5, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS. PLUG EXISTING VENT PIPING WITH CONCRETE. 1'10 IE~ TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULT5, GUARD POSTS, AND OTIHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO TIHE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITIH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTIRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WITIH TIHE FOLLOWING: A. CAMERA FOR USE WITIH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WITIH A BLEACH SOLUTION PRIOR TO ENTERING TIHE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. REPLACE WITIH 1" TIHICKER A.C. TIHAN EX. A.C. SECTION. C: 0 (/) 0 :, -" --~w ~~~-~~--------'i~»-'~1--?',_\ ~ {: 18" MIN. rr ST ~17 -~--ci; 18'-10":I: i--18" MIN. :_,A _ ~JZA)~ _ ~~J~ _ ;q /:_;;_)'~ _ ;q /:_;;_)'~ _ t-17:.JJ.ti;i _ t-17:.P .A_ t-17:." r-5'!'1?~5'!4?~'-foi4?~ifi"'Jq';-"fiYJ-'i'Jq';-"fiYJl¥;c;!)-"5iY! • -~~_-..,,~~-_·;"-_"~.<~-:"-<~'";--': y,~. _~,_/~ .. ,~-_J .. ~"-:'.~ _ _.:~_J • •. .'~ ·' _J • .' .-: . ·-. . • ·. . :· . . . . ' • • . -. . Q) O> -0 ·.:: -" E (l_ v N ,,., EX. 16" DIP\ PROTECT IN PLACE \ -'-------~-------,---' \ I : \_ 10'-8":1: • • c;-1 '\, l_ -~---~ ---~ / ~ . -H - • 0 -I co 10" {TYP) -2 - I < 1 --/~, !LW--/----I-L~~'~.:~ ___ __±·-2~~4-L,.ci+-·-----1-J-I 5'-0" 6'-8" 35•-o·:1: 39'-0":I: EXISTING PIPE SECTION 16'-10·:1: I lEX. 18" RCCP I J_ PROTECT IN PLACE • ,-~ - -·7 --------+----------J_ _I ___\,._I I EX. 8" OUTLET I I I • EX. 16" DIP PROTECT IN PLACE .. ~ .. : •. I ' > (PE it YIE} . (PE ,i WE) ' , •• ··._[_EX. 18" RCCP I ----fl===flL.l..---,--__.ll,--, • • • • • _: _·. • ~~CT IN J___ ~ k-------~ 1 • ••• •• I ~· •• ·••.·. . _, . L_·. 2'-5" 1'-3" 31'-4":I: D 1 7 L _J LEGEND LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING CAUllONI HIGH VOLTAGE POWER LINES D ~ <D ~ ro D ~ ~ []_ I ,,., D 0 I ; ~ w w I ~ z 0 V) w 0 35'-0":I: -' <( z DETAIL 1 39·-o·:1: ~ SCALE: 1/2" = 1·-0· PROPOSED PIPE SECTION ~ ----------------------------------------------------------------------------------------~ V) w REVIEYIED: ~ p s O M A s t---+-----+-------------------+-------IMICHAEL J. SINACORI, RCE 46214 ; D D m D <D 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER 1----1-----1--------------------1------f -::-::,::-:::,,:::----r:,::-:-:,..,.,.---t----------------------,--------t D DESIGNED: DRAVt111: ~ NEB CADD !z! 1------------1~ APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS .LB AUGUST 2020 -------------------------------------------------------------------------------------------------------------------------------------------------...... ______ __.::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT ALTA VISTA PRESSURE REGULATING STATION PLAN AND SECTIONS 7 PHASE 2PAULUS AS BUILTS - 5-16-23 PLUGGED & ABANDONED PER PLAN -· ·I --- ti: b ,... ~, :'"16 i# <O ~ <O i::J ,... -st. 1Q: ss h. U) <O . ,... -COM " .. ~ b ,... ---~ R/W --FORD RD w 0 I ~I \ 'i er ~ () "' i w a ..J ~') <( / l'q,, "' ABANDON IN PLACE EX. 6"W -- 16 i# I I ~ p _,. "' <O /EX. WAU. - ~3) 65 WllHIN R/W 16 t; ~SEE DETAIL 1 - - l 6 i# ( ALTA VISTA PRS. SEE SHEET 8 FOR NEW LOCATION. I I ~; .,, ~o \ / -. 0 --' p Lia.. \ .,I \. / \. . EX. IRRIGATION (PROlECT IN PLACE) ~ EX. 6" VALVE 65 (/1 ·@ 16 W @ill@ 16 W COM OM COM COM Kl " .. " u SL SL SL - -- - "', Ill JAMBORE~ ROAD 0 20 40 - -- -SCALE: 1 • = 20' 0 16' W ~ ~ 16'G = \ ,,. ----/ COM- .. SL - - R/W BISON AVE 2 SEE NOlE:-~ --.-------,.: -.--t,,-,1 1...,._D ~1-1 1 1fil1 • / l'\··-1 -----------+-----"-. 1_n n .n n n .1 1.n _ r1 ,,\ _ - - - - - --"--ISi I II I "'18 ll,;;IISl!a;;/IEIII 118 L - l~=ii!L, ,;ll,, .tLi~~-~ -~ I ,lltm.ll,~~ I~ -•• ..• : .. · •. 6"PRV\ , •• ··•. •• 44 _ .••. :. c• •.. • I · .. ·.: ... :···· ....... , •. ~'t,•. I I ~~....;o~·-·····.: -··:·-· _-_-··.·1 N ~ ) :, : I ·_· .•. ·.· . ·. -.. ~ _IJ . . . . .-. I . 1.15 • • .-·1 · I I . I I -' • ao I .. J 601----+-~-~;, -• I 'I T"7'T7~-r-~~~-c" @ @ @ @ @ @ 0 3•-0· · ;"~,"_<j I I •• 1 L _ _J I· .. : •.. _.-. .: • ··k---cc--J . 6'-8" 12'-8" EXISTING PIPE SECTION DETAIL 1 SCALE: 1/2" = 1'-0" CONS I RuCTION 1\.10 I ES INSTAU. 6" DI PLUG, CL 52 3•-0· TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L FILL ABANDONED PORTION OF WATER PIPE WllH CEMENT SLURRY (ONE SACK). ABANDON IN PLACE EXISTING GAlE VALVE. REMOVE VALVE BOX AND COVER INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD-500-L CONTRACTOR TO COORDINATE LOCATION OF NEW FIRE HYDRANT WllH lHE CITY OF NEWPORT BEACH. INSTALL BLIND Fl.ANGE OR CAP ON 16"x6" lEE. RESTRAIN FITTING. DEMOLmON NOTES REMOVE AND DISPOSE OF 7' -6" x 5' -o• x 5' -0"± RECTANGULAR VAULT STRUCTURE UP TO VAULT Fl.OOR. PUNCH 12" WEEP HOLES IN VAULT Fl.OOR 24" O.C.E.W. ® REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VALVES. METERS, HANDWHEELS, LADDER, Fl.ANGES, AND CONCRElE PIPE SUPPORTS. @ DISCONNECT AND REMOVE EXISTING METER PEDESTAL COMPLElE . NOTES TO CONTRACTOR 1. LOCATION AND DEPlHS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE. CONTRACTOR SHAU. FIELD VERIFY DEPlHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OlHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DElERMINE LIMITS IN FIELD. AU. MASS CONCRElE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. AU. CONCRElE SIDEWAI.KS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO lHE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WllH CITY OF NEWPORT BEACH STANDARDS. AU. EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFl.Y VALVES TO OPEN FULLY. 7. AU. PIPE AND FITTINGS TO BE RESTRAINED. 8. NEW BASSWOOD PRESSURE REGULATING STATION SHOWN ON SHEET 8 MUST BE IN SERVICE PRIOR TO DEMOLITION OF lHE ALTA VISTA PRESSURE REGULATING STATION. D 1 7 L _J LEGEND LIMITS OF EXISTING llEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING C: 0 (/) 0 :, r, ...; (I) "' "O ·c: r, D N " <D D ' ro D "' ~ "O (I) (I) L 0 r, E 0 ..., "O C: 0 L (I) "O <( I ... D 0 I ; ~ w w I ~ z 0 V) w 0 __J <( z ;;'" V) "' V) ----------------------------------------------------------------------------------------~ V) w REVIEYIED: ~ p s O M A s t---+-----+------------------+-----IMICHAEL J. SINACORI, RCE 46214 ; D 0 m D 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER <D 1---1-----1------------------1-----f --:-::c::-::-:,,:::-----r:,::-:-:,..,.,..--t---------------------,---------t D DESIGNED: DRAVt111: ~ NEB CADD !z! 1------------1~ APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS J..B AUGUST 2020 -------------------------------------------------------------------------------------------------------------------------------------------------...... _______ ::;c PAULUS AS BUILTS - 5-16-23 Can we run a new 2-inch service line off of the existing 6-inch ACP at this location? N EWPORT BEACl·t 0 200 400 Feet Disclaimer: Every reasonable effort has been made to assure the accuracy of the data provided, however, The City of Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results obtained in its use. 11/8/2021 W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT BASSWOOD PRESSURE REGULATING STATION PLAN AND SECTIONS 8 PHASE 2PAULUS AS BUILTS - 5-16-23 BLUE HERON PARK (PRIVATE) R/W 00 io --6' wN 00 r w -°N -L B". s B"SS 00 -io 00 on N 6L • • • ----:--· • • st . . . . . . • . . . •.. 0 • . • . . .. • • • • . .. -~---I R/W L --ALTA VISTA DR _ 114 7 (0 a"ss ~- CITY OF NEWPORT BEACH SAMPLING STATION. PROTECT-IN-PLACE -- _ -/ SEE CETAI. •GHT -----___,, / 611W ------e'"w ---~-- / 6'"W ------6"W ------ a"ss . .. . • •• st. E • • • • • • • • • • - -t -• .. . • • . • . . . . . . .. • • --,--""' '"1 BASSWOOD ST 0 . . . I .., . • • • I I . .. Ii./ /J, ~ 'rr.-:t---1.., . • r- / / • I •. ,~ <c • / .. ·-~- • I I .• I • • I • • • • • • • • • I I • I • • I • --~ • • <t, . . I /'' <c \ \ \ 20 40 - - ,---....__ i~ -• -• • • • • • / ll:: • • • I • I • • • . ' • • I • • I • • '"' • • • • • • I --• I --• • • • • • wf • I • :----. - -001\.1S I RUCTION 1\.10 I ES INSTALL 6" DIP, CL 52 INSTALL 6" PRESSURE REGULATING STATION PER CTY OF NEWPORT BEACH DWG NO. SlD-521-L INSTALL 6" TRANSITION COUPLING, SMITH BLAIR 441 OR APPROVED EQUAL (CONTRACTOR TO FIELD VERIFY ACP OD PRIOR TO ORDERING) OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER TECHNICAL SPECFICATION SECTION 02950. SEE GENERAL NOTE 8. NO I ES TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. AClUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. SCALE: 1" = 20' ACPNOTES: 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 OR AC PIPE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. -- ~ .. 2· .. ' .. .. - 00 N - --~ -- io 00 on N .. "' .. .. .. -·~ w w :S ~ l&J Q iii 1 ... R/W • I I -'------ - --- - - b -G .. .. 2'"G -.. 2"G"" .. ..,, 2"<:l -.. -.. .. .. .. .. - "' .. .. .. .. • .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. I .. .. .. .. .. I 1 .. .. .. .. .. .. .. .. .. .. .. .. .. 3' io rEX. 6" ACP r . +r.7 ....-,. A .. i V, . i'W • r ' X5F - 00 • "' ( 9 .... c > 6-ii w - °N --REMOVE INTERFERING , REMOVE INTERFERING -(41152; ~ ----v" PORTION OF PIPE AND PORTION OF PIPE AND CONNECT TO EX. 6" ACP z CONNECT TO EX. 6" ACP ::I - - --r--b -49 -8"~$ B SS 8 ss 00 - • .. -.. T ~ .. ... • .,,SL "' -.. SL"" . . • • ::Ii!..._ SL.v -.. >.:,-'-.. .. -.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. b ---- - - - - - - --- R/W PROPOSED PAV PIPING DETAIL 1 SCALE: 1" = 10' REVIEYIED: p s O M A s t---+-----+-------------------+-----IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. OAlE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: OA "IE: JLB AUGUST 2020 - - 2"G • .. .. .. .. .. .. . . --~41I52l -- - • ss .. • -.. .. . .. .. .. .. E --C 0 (/) 0 ::, Ll ..., Q) en ,, ·c: Ll E a. .... N I') 0 N ....... "' 0 ....... CX) 0 c,, 3' ,, 0 -(/) > 0 -<( I > (]:'. []_ I I{) D 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 "' D ~ w z N SHEET OF / ::;c PAULUS AS BUILTS - 5-16-23 !: l ""'= I I . " I [ I I I r ' I --= ! i-1 I ~J De-TA IL j_ • _.,,· . ~ ,, © I ..____., 1\ j ----, 1!~ ,;-, I Cor-J Jf{2vC[10 .J ,J O'ft:~ : ~ --- I /J ri f' L.,L,-b, I I f$ ( ... I ' I j I I.I 7T'f'< L--l-bi, 1 9D 0 f3.:it-A;> ( f'A:J ,;t: MS) ~ @ fNiTflU.... b'', c-qoo -P✓c... v-JA-W2-IJ\1t1,J I ,J fr.AU.,, b"' ( Ac.:p ,< Pvc_) C> v C.TJ 1.-1;, I f<o,-.J T /2A"' t r Tl c»J Go uyL-1 "'6 Co...ifr,zvc..j THiZv,r \31.-oC-K ftJ 57A LL l:.11 vuc.r1L.e 112.o,-..J TGt:: ( M.:::T ~ MT) ....___,, ~::::_ C A r '4 F i LL. r7 , Pi.i'.-w / c D v c: { 1 g, v M, ,J) W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 9 VALVE S12_006 - JAMBOREE RD NORTH OF UNIVERSITY DR PHASE 1PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN \ 775'± NORTH OF EASTB~UFF DR. R/W \ - -- - - - -- -R/W -- 74 W io CD SEE DETAIL 1 ~l -~===c1-=1c==~-cjc----~-~~---·w ~~-~ ---~,I ~~~---~ - ---c..:fl.iw: --- §~::::§§~:-ci~9-=..i-~§§:::::§§~c~Kiw ___ tA'iV _____ --~iii! _ _,~ --+-+-<0_ I ie ,s G 16 C Hi G iG'C 1s··c -------6"55 111--------6"55 -+----,f-----6"55 ------6"5S ------5"5s = 6"55 E = SL -Sb Sb E = = ___ --1----cOM-----COM --UNIVERSITY DR ------COM _coM __ coM--"" JAMBQ~E ROA_□_ z D 20 40 - - @ ® @ ® ® @ @ - -SCALE: 1 • = 20' 00"'4S I RuCTION NO I Et3 INSTALL 18" CML & C STEEL PIPE INSTALL 18" BUTTERFLY VAL\/f. AND VAL\/f. CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD INSTALL 18" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPRO\/f.D EQUAL TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL VAL\/f. ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS @ OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VAL\/f.(S) TO BE REMO\/f.D PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLITION NOTES (D REMO\/f. AND DISPOSE OF 6 FT DIAMETER VAULT STRUCTURE. @ REMO\/f. AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VAL\/f.S, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. 0 REMO\/f. AND DISPOSE OF EXISTING ABOVE GROUND VAULT Vf.NTS. PLUG EXISTING VENT PIPING WITH CONCRETE. NO I Et3 TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD Vf.RIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HA\/f. UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMO\/f.D EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALIKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANS\/f.RSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPRO\/f.MENTS. 4. EXISTING PA\/f.MENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. :,:e"G ··-.;; : 16 G 5"5S 5"SS E- -E E R/W BAY\/1EW WA.Y COM COM LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING -_____:: , CML :CJ EX. 18" STE PROTECT I EL PIPE. N PLACE - 14'-8" (EX. DIRT SURFACE I al.I Ill I • 1M fj 3J~~ :n1 ~ 1m .. M fit m Tit 1il E - ,,7 :flr ,.,.,, ,.,.. ,.,... !m!. IT jJ, /~ - I 3'-0" 4'-0" I -~ JD I -~ 18" VALVE . I I ~ ,()\ I 1L -1 • " • CD ------I j,.. -~ -· -. --i u---IJ 1 .::._j ~ -. ·, I 10· s::,' rr 10· I I I . 2 . , . fl ~ 1'-6" ~ <] . • D _, 6'-o" 2•-9• EXISTING PIPE SECTION RESTORE MEDIAN LANDSCAPING, DECORATI\/f. CONCRETE, CURB AND GUTTER IN KIND. • I I I I. I I I I.I I I I .I I I. I .I I I I I I I I I I I I I I I I I I • · • I ·m:~~alT~~~II I ffi;;;;~'Jll;;;lll.;~~~ I I I I I I I I I I I I I I I I I. I I I I.I. I I I .I 1 .. 1 -I .I ·!'°I'.[ I I I '• .. . <1 _• .... -··-·, 4 <J 4 <1 . . 4 5'-5" fTi'!Jm!.!-t lTE'flF:!nl~TIF'Jr/;ec~~~I I ~R :II ~ll~~~llT;:;;~ . . .. ' . . <1 4 4 • <1 . . . -----4· 4 <1 4· <1 . 64 4 4 8" 5•-10· 11·-11· 14'-8" PROPOSED PIPE SECTION DETAIL 1 SCALE: 1 /2" = 1 '-0" REVIEYIED: 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. p s O M A s t---+-----+------------------+-----IMICHAEL J. SINACORI, RCE 46214 B. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD DA"IE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA "IE: J..B AUGUST 2020 ~EX. 18" CML & C STEEL PIPE. PROTECT IN PLACE SHEET OF C 0 CJ) 0 :, .a -Q) "' 'O ·.:: .a E a. ...- N ,;; 0 N '-.. lO 0 '-.. OC) 0 "' 3' 'O lO 0 0 I N en I lO 0 0 I ~ / en >-w w I ~ z 0 en w 0 _J <( z u... / en "' en <( >-/ en w ~ ~ / 0 0 m 0 lO 0 ~ w z N / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE T12_024 - JAMBOREE RD SOUTH OF BAYVIEW WAY 10 PHASE 1PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN ABANDON IN PLACE EX. 12" W R 4"G 4"'G 4"G SL G -SL s - -SL - 14 RW S'SS co co SL SL (") 6"5S ----::::::---::~~:t:::::::::--==---= SL SL --- R/W (") SL ~ -6"SS ------6"5S "SS 24 PW REMOVE 12" VALVE VALVE T12_024 • 3 JAMBOREE ROAD -------COM------COM---~ COM @) @ @ @ ® @ @ @ @ G) ® --,_ 0 20 40 - -- -SCALE: 1" = 20' CONS I RUCTION NO I Et, INSTALL 18" CML c!c C STEEL PIPE INSTALL 18" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 18" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WllH HMW/PE INSULATION PER lHERMIC WELD INSTALL 18" FLANGE COUPLING ADAPTER, SMllH BLAIR 911 OR APPROVED EQUAL TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS INSTALL 12" DI PLUG, CL 52 OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLITION NOTES REMOVE AND DISPOSE OF 6 FT DIAMETER VAULT STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEEL5, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS. PWG EXISTING VENT PIPING WllH CONCRETE. NO I ES TO CONTRACTOR 1. LOCATION AND DEPlHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPlHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OlHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO lHE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WllH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. a CCTV INSPECTION SHALL COMPLY WllH lHE FOLLOWING: A. CAMERA FOR USE WllH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WllH A BLEACH SOLUTION PRIOR TO ENTERING lHE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. _4"G./- s"ss I I V, 4"G BAYVIEW WAY / Zt I ~ I 4- e: S.-4"G s"ss I J c,' I I 0) IJ/ I ~"w "'" -= - 0) J ti 0 I I "' I "'' I e:1 e: 0) I ,,,, r,j ~ I "' I 0) ,,,. ,,f "' -J, 0 ' -- l .» ~ -------1 \ LEGEND 17'-1" ---------------------- -H 'ln { I I I I ~---\_... I / 3'-9" 18" VALVE -- e i· -'-l • (EX. GRASS/EARlH SURFACE 5'-8" 1--------1 ~ OUTLET 7. ~ -,Le------------+--,~-----J--.-~ e----------+----j----'==-'===l---------- EX. 18" CML c!c C : _12_o•~~:~:::.--ci __ ·o __ --=71±±=c-l_6_'_0_"_:l:_-r•-t-1_0_• ---"-'\JEX. 18" CML ~C STEEL PIPE. STEEL PIPE. ' I PROTECT IN PLACE ~-P-R-OTE--CT--IN--PLA--CE----~: ___ __lI ,_-_.1 ---I-----------" ___ ·,;,;,,<_· -------II-"'~"-· -I~ _ _. 2'-9" 6'-0" 4•-2• EXISTING PIPE SECTION CONCRETE, AND CURB IN KIND. ( RESTORE MEDIAN LANDSCAPING, DECORATIVE . 111111111111111111 III1II11-I-I.IIIIIIIIJlll'.lllflfl I 111 II, I 1mumu'TTJ"-'1Tf"-ffl"-'171',Ll1 • , I .I.. •••• • •• I • • • • • • .··.· .. · .; ·•·· ..•. I 1 •· .·•·· ··•·· .. ·· .. •. •<I @ I • " I (FEi<PE) 19 . ·, • • • > I I-·· 50 ••• .... I -i=,rr---'----------"--'---:~~JJ:~-----""--__.__:,~.......i..a-'-"--~~~--F=..===i-"""" ... •• f"'I --,...., ---~ I I I I -1< \_]_ -1-~ ~--.-.I -__.:v EX. 18" CML c!c C , .. ·_.. •• •• -:·. •.. . ... • EX. 18" CML c!c C STEEL PIPE. STEEL PIPE. 4 " <1 PROTECT IN PLACE PROTECT IN PLACE " .. ':, • • .j 2 ---=--------=---~_.·._· .. · ... :· ··· .. ·.· ... : -,. '__J·. _:·,_ --·_ ._·_··-·_. _--~.--.. :· ••. .. 4 q <1 4· <1 '4 q . . ,· q <} . i-----<64 4 . 4 4 5'-11· 8" 8'-0" 14'-7" 17'-1" PROPOSED PIPE SECTION C 0 ., 0 :, .0 -(I) O'> .., ·;:: .0 E CL LO N r<) 0 N '-<D ~ OJ 0 "' 3: .., '<I' N 0 I N e= I r-- 0 0 I ; D LIMITS OF EXISTING ITEMS TO BE REMOVED DETAIL 1 SCALE: 1 /2" • 1 '-0" ~ w w I ~ i L 7 _J LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING z 0 V) w 0 _J <( z ;;'" V) "' V) --------------------------------------------------------------,...----------------------------~ V) w REVIEYIED: ~ p s O M A s t---+-----+-------------------+-------IMICHAEL J. SINACORI, RCE 46214 ; 0 0 m 0 <D 3 Hutton Centre Orive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER 1---1-----1--------------------1------f-:-::C::-::'.".:::::----;:,::-:-:,:-c---t----------------------,---------t O DESIGNED: DRAVt111: ~ NEB CADD !z! 1-----------1 ~ APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS .LB AUGUST 2020 -------------------------------------------------------------------------------------------------------------------------------------------------...... -------::;c 11 VALVE M09_121 AND M09_122 E. COAST HWY AT JAMBOREE RD W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT ∠ ∠ ∠ COORDINATE TABLE PHASE 1PAULUS AS BUILTS - 5-16-23 N + 60'-;::: EXISTING SURliACE OVER CONS I RuCTlON NO I ES CENlERLINE F PIPE t---------+-----------+----------t---------.2 o-;_;,t-----+-------11---------+--+------------+----------+-----------+----------t-----------1 1-'-'"----'=!!...>C=~~ CD © ® @) INSTALL 30" CML & C SlEEL PIPE INSTALL 30" CML & C SlEEL lEE l---------+------------+-----------1---------11------v ,, (l)l-----+--------ll-----------+-----+------------+----------+------------+-----------1------------1 ROADW -------- S=0.0000 INSTALL 30" x 18" CML & C SlEEL REDUCER INSTALL 18" Ct.4L & C STEEL PIPE INSTALL 18" Ct.4L & C STEEL 45" ELBOW INSTALL 10" DI PLUG, CL 52 TRENCH BEDDING AND BACKFILL PER CITY OF NEYtf'ORT BEACH DWG NO. STD-108-L 10" W .0000~~ ·l';-------:::---1-~R i+---"-----------t-,8~-------1 "~---i------------i----------------i------------r-------------r-----------i @ @) @ @ @ @ @ :,;::ON::::.:,=:;'.:" ==M11Y (ONE SACK). l-----------1---------+------------1w I--------+-----....=,,.,e,-------------- •--------+------,se,~---1--------11 ,91---1 ® @ @) CONNECT TO EXISTING 18" SlEEL WAlER MAIN PER DETAIL CONNECT TO EXISTING WAlER MAIN PER DETAIL @ INSTALL 18" CML & C STEEL 90" ELBOW INSTALL 30" CML & C STEEL 75" ELBOW REMOVE INlERFERING PORTION OF OLD PCH PCC ROADWAY AS NECESSARY FOR INSTALLATION OF NEW PIPELINE. THE PCC SECTION IS APPROXIMAlELY 12" THICK WITH SlEEL REINFORCING AND DOES NOT NEED TO BE REPLACED. POTHOLE UTILITY PER PROJECT SPECIFICATIONS 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD-515-L ABANDON IN PLACE EXISTING GAlE VALVE OPTIONAL BID llEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER lECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOlE 8. 1--------+-----------+----------1---=----------+----+---------t-----eI =..---1 4 1---------1-------------11------------F'"!::::=========l=::::!!e::j::e!!:=======l========:::::::!""f >'"8-<--+------------t----------+------------tr----------+-----------1 1------+---------+-----------1--\ol'ONSTRUCT----1~-JL--1=-F------vCONS-1-1TR~L-'C.,..t---1,-. 5-2-L1---+----+-------+---------+-------+---------+--------1 1---------+--------1----------+----t H 8" WELD F 30-"~'wNELD 1------t---------+---------l------eiITL--PIPE: ~ IP!:: 10+00 11+00 12+00 13+00 E. COAST HWY I \l ~ \ I "" 186' ~ ,~· COIA \ so· .C •. ,r 'I 1 ~ \~ i\ \\\ -----:::::_~::=::::=::-:----a"ss --+-- ~ STA.\ 10+08 = 45" LT ~ STA. 10+58 = 45" LT Cf1 I VAL M09_121 AN M09_122 \\+00 ~ . I . :: •• \ :• •·._ .. , • .... , ' ~. ·.' --=- -E S1 98 ~~ ~ ~ ~ ~ ~ CONS I A'-'CT S0-~------------< 1 WATER MAIN ABANDON EX. 10" DIP WAlER 65 q, MAIN TO INlERSECTION OF t/ BACKBAY DRIVE AND JAMBOREE ROAD. SEE SHEET 15 FOR CONTINUATION. NO. NORTHING EASTING III 2,170,433.61 6,062, 175.49 ~ 2,170,431.81 6,062,183.65 rn 2,170,458.59 6,062,225.50 [±] 2, 170,523.14 6,062,239.80 [fil 2,170,651.86 6,062,268.30 [§] 2,170,660.23 6,062,252.33 1. 2. SCALE: HORIZ: 1"-40' VERT: 1"=4' "'O I ES TO CONTRACTOR LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. ALL CONCRElE SIDEWALKS, CURB AND GUTlER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEYtf'ORT BEACH STANDARDS. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 3. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 4. TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. 5. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 6. CONTRACTOR RESPONSIBLE FOR COORDINATING BUS ROUlE CLOSURES WITHIN THE CONSTRUCTION WORK AREA WITH THE CITY OF NEWPORT BEACH. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY V.,TH THE FOLLOV.,NG: A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASlEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFEClED WITH A BLEACH SOLUTION PRIOR TO ENlERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFEClED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. C 0 (/) 0 ::, .0 .,.; ID en ,, ·c: .0 E a. LO N ,;,; 0 ~ <D ~ co 0 en "" ,, N N 7 m 0 ::;; 0 z <( -N 7 m 0 ::;; I co 0 0 I ; ~ w w I ~ z 0 V) w 0 _J <( z ;;" V) "' V) \ \~ 1 ------------------------------..--------------------------------,.-----------------------------~ 0 40 80 - -- -SCALE: 1" = 40' V) w REVIEYIED: ~ p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 ; 0 0 m 0 <D 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER 1---1-----1-------------------1-----f -:-::C::-::'.".:::::----;:,::-:-:,.,,,---l----------------------,--------t O DESIGNED: DRAVt111: ~ NEB CADD !z! 1-----------1~ APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS .LB AUGUST 2020 -------------------------------------------------------------------------------------------------------------------------------------------------"""'"-------::;; W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 12 VALVE M09_121 AND M09_122 E. COAST HWY AT JAMBOREE RD PHASE 1PAULUS AS BUILTS - 5-16-23 INTERNAL VAULT DEMO DONE & SLURRY BACKFILLED. TOP SHAFTING & MANHOLE TO BE REMOVED BY OTHERS ON FUTURE PROJECT. EX. ABANDONED 30" CCP~/ co~s I RuCTION NU IE$ ABANDON IN PLACE EX. 18" CCP AND 30" SlEEL CASING. SEE SHEET 10 FOR CONTINUATION. @ TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. SlD-106-L @ FILL ABANDONED PORTION OF WATER PIPE WITH CEMENT SLURRY (ONE SACK). (D DEMOLITION NO I Ed REMOVE AND DISPOSE OF TOP 5' OF 5'-6"x11' CONCRElE VAULT. REMOVE 30" VALVE, 18" VALVE, PIPING AND APPURTENANCES WITHIN VAULT. PUNCH e•- HOLES O 2' O.C. OF VAULT FLOOR. FILL VAULT WITH SAND. LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING 55,_ __ 7 I I I - i /_\ ~ /1 -- • I') I ;., 'b I in 5'-6" 10" (TYP.) 30" VALVf. ~ H---+-- . ~ 18" VALVf. n '~1 ~1---lll-t•• r_, ,.~ .. ,. ,: _•,;j~ 2" AIR VAL VF. PIPE. [':J ,~:.: 6" VAULT VENT PIPING. PLUG WITH CONCRElE. PLUG WITH CONCRElE. 18" MIN. ABANDON IN PLACE EX./,···· ••• •• ••• 30" CCP. SEE SHEET 10 FOR CONTINUATION. 65 EXISTING PLAN 16'-2" 3'-0" 60 I.. • . . . .. -. I .. : .. · .. . . . 1 • . . . '&1.···•.·· . . •, ' . . : . : . . . . ---~ -----·· I·•.·: -c-""'--~-----~ ., ... • 10 l i,o 30" VALVf. c.J j 3'-0" ·,·. 'b ;, ... ·1 •. in -·~ .. ~ • -• ,I ____ . ~-.•.. «J· • 0, I ;., e•-HOLES O 2' O.C. EXISTING SECTION DETAIL 1 SCALE: 1/2" -1'-0" 18" MIN. -+I 'lo I 'N - ·• ... ··· ... @ 65 / ABANDON IN PLACE •.. / -EX. 30" CCP. SEE SHEET ..... _ 10 FOR CONTINUATION. REVIEYIED: • , : . CEMENT SLURRY p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 0 2 4 - -- -SCALE: 1 /2" = 1' 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. ASSISTANT CITY ENGINEER DESIGNED: ORAVt111: NEB CADD DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: JLB AUGUST 2020 C 0 (/) 0 ::, .0 .,.; ID en ,, ·c: .0 E a. LO N ,;-; 0 N ........ <D 0 ........ O'J 0 en "" ,, N N 7 0, 0 ::,; 0 z <{ -N 7 0, 0 ::,; I 0, D 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <{ z u... / (/) "' (/) <{ >-/ (/) w ~ ~ / 0 0 0, 0 <D D ~ w z N SHEET OF / ::,; W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 13 PIPE CONNECTION DETAILS ∠ PHASE 1PAULUS AS BUILTS - 5-16-23 77 BEGIN CONSTRUCTION STA. 10+00 (FE x WE) ABANDON IN PLACE EX. 16" CCP AND 30" STEEL CASING. SEE SHEET 11 FOR EX. 16" CC_P_\ ----i='if==t--~T-'.._ ----. ---,' --=~ - - - -----la=!::::,1----::---+~..-------<! /-', • -_<' =~-···~, () :\ CD ® @ © ® @) ® @ @ @ EX. 16" BUTTERFLY VALVE 50 57 EX. 16" CCP. SEE SHEET 11 FOR CONTINUATION. 3•-0· FE x WE) 191----1 27r.,,,s7.TA,,. ..... 1,._,,o'--'.+"'0""6 __,,,- WE x WE NEW 16" CML & C STEEL PIPE. SEE SHEET 11 FOR CONTINUATION. 21 6 DETAIL 1 SCALE: 1/2" = 1'-0" 001'\1S I RuCTION NO I ES INSTALL 30" CML & C STEEL PIPE INSTALL 30" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH STD-511-L INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL 30" CML & C STEEL TEE INSTALL 30" X 16" CML & C STEEL REDUCER INSTALL 16" CML & C STEEL PIPE INSTALL 16" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH STD-511-L INSTALL 16" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL 16" CML & C STEEL 45' ELBOW INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD @ INSTALL 16" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL @ @ INSTALL 10" DI PLUG, CL 52 INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH STD-510-L-C AND FIELD CONDITIONS 65 5'-o" REMOVE INTERFERING PORTION OF 16" DIP WATER MAIN @) @ FILL ABANDONED PORTION OF WATER PIPE WITH CEMENT SLURRY (ONE SACK). REMOVE INTERFERING PORTION OF STEEL PIPE AND WELD 1/2" ® @ @ @) STEEL PLATE ON ABANDONED PIPELINE (DIAMETER AS REQUIRED) INSTALL 16" CML & C STEEL 90' ELBOW INSTALL 30" CML & C STEEL 75' ELBOW POTHOLE UTILITY PER PROJECT SPEaFICA TIONS 2" COMBINATION AIR RELEASE VALVE ASSEMBLY PER aTY OF NEWPORT BEACH STD-515-L @ INSTALL 30" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL 1'\10 I ES TO CONTRACTOR NEW 16" CML & C STEEL PIPE. SEE SHEET 11 FOR CONTINUATION. 19 I I 4•-0· 2,;-0· I (WE x FE) 1 1---i 50 ABANDON IN PLACE EX. 30" CML & C STEEL PIPE. SEE SHEET 11 FOR CONTINUATION. 1 STA. 11+24 WExWExWE NEW 30• CML & C STEEL PIPE. SEE SHEET 11 FOR CONTINUATION. / VALVE SHALL BE LOCATED WITHIN CROSSWALK 2 64 EX. TELEPHONE DUCT. 5:2}---,P'"R;-;;O""TE"'C'"T,....-'"IN.-'-~P~LA-f.C~E~. ',Cb\O~N~TR;;-A~C~TO~R-....._ ~ TO FIELD VERIFY LOCATION, DEPTH, _ -- AND SIZE PRIOR TO CONSTRUCTION. _, __ -+--1-1 - ---------------------- VALVE SHALL BE/ LOCATED WITHIN CROSSWALK r_ _, -L----- (FE x BS) 1 1---i I I r--fl -3 I I ABANDON EX. 10· DIP. 7 SEE SHEET 11 FOR -----CONTINUATION. ,--7 I I I I I I I EX. ELECTRICAL LINE AND CASING. 6 PROTECT-IN-PLACE. CONTRACTOR I I TO FIELD VERIFY LOCATION, DEPTH, ---I t-' AND SIZE PRIOR TO CONSTRUCTION. I -+----1-----~ I I 7 I t I E _j~ L ___ _J I I SEE SHEET 11 FOR I I CONTINUATION. ~-) DETAIL2 SCALE: 1/2" = 1'-0" [ r ~V EX. 30" CML & C STEEL PIPE. SEE SHEET 11 FOR I J CONTINUATION. 2'-6" REMOVE INTERFERING PORTION OF 30" CML & C STEEL PIPE ---?--+----I . I 11·-o· I REMOVE INTERFERING PORTION OF 30" CML & C STEEL PIPE I I I ~1---1 ~L=-=--=+a--=-=~,~--\36 ABANDON IN PLACE EX. 30" CML & C 65 STEEL PIPE .. SEE SHEET 11 FOR CONTINUATION. <: ~ --;-t-----: L _ -__ _1_ - 4 END CONSTRUCTION STA. 12+74 (WE x WE x FE) _./ - _./ _./ _./ _./ _./ _./ _./ _./ ,-1- y _./ _./ (FE x WE) 1 1---i NEW 30" CML & C STEEL PIPE. SEE SHEET 11 FOR CONTINUATION. ------ REVIEYIED: i------< 1 WE x BS) 2 64 50 EX. TELEPHONE DUCT. PROTECT-IN-PLACE. CONTRACTOR 6 TO FIELD VERIFY LOCATION, DEPTH, AND SIZE PRIOR TO CONSTRUCTION. STA. 12+56 79 = (WE x WE) DETAIL3 SCALE: 1/2" -1'-o• 1. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL 0 2 4 p s O M A s t---+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 JOINT /WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. - -- -SCALE: 1/2" = 1' 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-6883 NO. ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA TE: JLB AUGUST 2020 EX. MEDIAN CURB AND GUTTER EX. 30" CML & C STEEL PIPE. SEE SHEET 11 FOR CONTINUATION. EX. MEDIAN CURB AND GUTTER / / / / SHEET OF L ., ~ " .a >, 0 C: " C: E Q. "' "' "' 0 N .....__ 0 -.....__ OJ 0 "' ~ "O vi _J ~ w D I 0 -0 I ~ / (/) >-w w I ~ z 0 (/) w D _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE L10_132 - PACIFIC COAST HWY E/O JAMBOREE ROAD 14 PHASE 1PAULUS AS BUILTS - 5-16-23 ---JAMBOREE ROAD R/W 36,Q ----l SL SL - SL' ,!J, 38"so --~--~ ---e====~..es-="~"" " ' I I 18 91 - SL SL .. , 91 SL 11~ 1--- -t.a: so---65 AACPBANWDAOlEN REXM.A81N• ;,. i's-"f :S0...~=54=.========:."ll!r.sG==.::==-===~,:;_=5=;.;.... 'G;i----...---a'"ss -----+--a"ss ------a"ss -+-----+-a' ss - 18 Si.I 65 ABANDON EX. 12· I !7 I SEE DETAIL 1 \ ACP WAlER MAIN I VALVE L10 132 ~ 65 ~~ WA1ER~MA1~ "'r--,.. {,Q /V -~ '& \ g (~ ~I -\ - =· -=::==-=J=Jj:':ii'F7iw• =====-=-==Jiii:o•~·w:_-.=:::::::::::~===-1.i:3.li3o~"wL..::====:=::::::::;;==-JiJoii".,.W:::::@ ' ~ ij ===:--:==----=== Jo'"~-=---===--===::]J,o"wr===__:::==-~_s:j:...JC::~IN ' -~ ~ ~ 18" MIN. ii • I') I r- ,-.. - ' \ \_ / _,,,,,, ~ --c:::' <-.: . '·-- ~-·-9- -~~ fl_ ~ ~ ;f" r 22'-2"± • • 1 20'-2"± • y • 10'-0"± 10'-2"± • y y -- ~- ,-,--~- I ', ' ' /.-.. / '/\ . , -~~ ·--• /' ~;;, ,, l, </ -~\ .--: , • 130" VALVE . <O I Cl> -- d i~ f EX. ASPHALT SURFACE ~ MP • /j , -_, s• <; , . . "\ - 1·-0· le M~ MP ~- 3'-0" 2 -- -'" ' 18" MIN. EX. 6" OUn.ET. PROlECT IN PLACE ----I 'I --+ I/# ' •. .. )I .. • ... • .. •• ~ 1!l: - -:... r •· ... . uO .. • ... ..,. • .. .. .. .Ill _.-,, <II • .. . 4-'b ~ E"--.,,.......,.--. .......a-e .. , A .. j --.: .. -tll:----'--,11-------'---_._ ____ r -.---. -.-.-. --E --'---.---"'.....a--_...,.~-• ......,.,-. -.--E -i,ii+--t---i,-,--1-E,......... CJ • . ' • 4 ••• ·, • . .. • • SL R/W . , .. .. . • 4. • "' ..... .. .. .!... ____ ., SL • • • • SL • • • • SL EX. WALL;~-REPLACE IMPAClED PORTION OF WALL IN KIND (COLOR, BLOCK TYPE) AS I o DIREClED BY THE CITY. •· 4 • • • •• • SL 0 0 • • • ·- EX. LANDSCAPING SEE NOlE 9 • SL .,, •. • 4 • .. • • • • .. • 4 • • . • EX . 30" CML &: SlEEL PIPE. PROlECT IN PLACE • • 4 • A' ... !. • L - 'b - R/W -- -I ---+-+-------'------SL ------SL --_-_-_-_-_-:._-:._-:__~! __ -_-_SL ------SL -------f-SL .. , .. -- 119 CONNECT TO EX. 6" lEE BONNIE DOONE TERRACE I --~-i----~~---------------------,---------~~~----------------~+--+------+-+--8"SS -------8"SS ------8'"SS ------8"SS \--\:1·1 ,------S"SS it) ,...,_.,,,..,._ __ 8"SS ------8"SS9-=-----8"5S -+--+--/ ~ ~ ---+--f---2'"G ------2"G ------2'"G ----=-=-=-=-=-=-=~2·~-G~='l•·~====.!2'"" 2"G ------2"G 2"G Q -6"W +--+-----6"W ------6"W ------6"W a~·w -----<--6"W 6"W ------6"Win+--+----N 20 - -- - 40 SCALE: 1" = 20' ==::::I::--:=-c~Ol"!=--:===:;==r-OM -==--==--===GQlMHL===---;:::==--==-C0H..="====--:=-G0M ==,-1 -=====-"Gi:.P!YM --==--==--:==.J"Gi:DH!Y-====---==--:=£0M ====='=--1,G!:lll' ·--= -R~MIW--E------t~i-----E------+E------E-----~1-E------E------<;f---E------E------+-BPN- COl'IS I RuCTION i'.10 I ES 1'101 ES TO CONTRACTOR INSTALL 30" CML &: C SlEEL PIPE INSTALL 30" BUTlERFL Y VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-B. APPROXIMAlE SURFACE AREA TO BE REPLACED AS NOlED ON PLAN. @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DElERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS FILL ABANDONED PORTION OF WAlER PIPE WITH CEMENT SLURRY (ONE SACK). REMOVE INlERFERING PORTION OF OLD PCH PCC ROADWAY AS NECESSARY FOR INSTALLATION OF NEW PIPELINE. THE PCC SECTION IS APPROXIMAlELY 12" THICK WITH SlEEL REINFORCING AND DOES NOT NEED TO BE REPLACED. INSTALL 30" FLANGE COUPLING ADAPlER, SMITH BLAIR 911 OR APPROVED EQUAL REMOVE INlERFERING PORTION OF WAlER MAIN, INCLUDING GAlE VALVE AND CAN OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER lECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOlE 8. /§) INSTALL 8" x 6" CML &: C SlEEL REDUCER @ INSTALL 30" x 8" SlEEL lEE (FExWExFE) @ INSTALL 8" RESILIENT WEDGE GAlE VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH STD-511-L @ INSTALL 8" FLANGE COUPLING ADAPlER, SMITH BLAIR 911 OR APPROVED EQUAL @ REMOVE EX. 6" CIP AND REPLACE WITH 8" AWWA C-900 PVC PIPE 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DElERMINE LIMITS IN FIELD. ALL MASS CONCRElE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRElE SIDEWALKS, CURB AND GUTlER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. B. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CAMERA FOR USE WITH POTABLE WAlER ONLY. CAMERAS USED FOR WASlEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFEClED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFEClED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. 9. PROlECT IN PLACE EXISTING LANDSCAPING AND TREES. CONTRACTOR TO COORDINAlE WORK IN AREA OF TREES AND LANDSCAPING WITH THE CITY. LEGEND ACPNOTES: 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 OR AC PIPE IN ACCORDANCE WITH LOCAL, STAlE, AND FEDERAL REGULATIONS. /\ / \'.;///~ , / \ / ··.<,>/- CX :~ OOTIEf '-. I I <I. --<-~-->-</ <? ------~ - I I I • y (\---7 ~t1------+--1: CXJO"CM~Cy-- SlEEL PIPE. PROlECT IN PLACE ... ·. --- - ,,I '·'-"' ,:'.: ~ - • . . .. ,, '" " " 10·-o· 12·-o· 37'-2"± EXISTING PIPE SECTION 61 APPROXIMAlE SURFACE AREA 40'-2" x 12'-8" . . . . .,,,c,, .:_(] " ~ -- • V REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. . ~ - ; \_EX. 30" CML &: C SlEEL PIPE. PROlECT IN PLACE • • • •. (PE)!PE) 1 . . • .• · · • • · . . 3 .· ..... ~. . •. EX. 6" OUn.ET. PROlECT IN PLACE 4 <l " • <l ---·-·--- ·" <1 4 <1 <1 <1 . " • 1·-0· 25'-5"± 37'-2" PROPOSED PIPE SECTION I -··--, ><----+-f--+-,--,,,S"--~ '--,----,-!,=!.!::ii-,.,-- - -V , , ,; \.EX. 30" CML &: C • • -•• • SlEEL PIPE. PROlECT IN PLACE . . ----- I> C 0 rn 0 ::, .a -" o> "O ·;:: .a E a. <D N ,;.; 0 ~ <D ~ <X) D -I D :::i I --0 I ; ~ w w I ~ z 0 V) w 0 _J <( z DETAIL 1 ~ "' SCALE: 1/2" = 1'-0" v, ----------------------------------------------------------------------------------------~ DEMOLmON 1'10 I ES D LIMITS OF EXISTING llEMS TO BE REMOVED 0 REMOVE AND DISPOSE OF 8' x 1 O' x 9.5' RECTANGULAR VAULT STRUCTURE. @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VALVES, MElERS, HANDWHEELS, LADDER, FLANGES, AND CONCRElE PIPE SUPPORTS. @ REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS. PLUG EXISTING VENT PIPING WITH CONCRElE. L _J LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING V) w REVIEYIED: ~ p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 ; D 0 m 0 <D 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER 1---1-----1------------------1-----l-::::,::-:::,,:::---r:,::-:-:'.":'C'""--t---------------------,---------t D DESIGNED: 0RAVi111: ~ NEB CADD !z! 1----------1 ~ APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS .LB AUGUST 2020 -----------------------------------------------------------------------------------------------------------------------------------------------"""""-------::;c PAULUS AS BUILTS - 5-16-23 BONNIE DOONE TIE IN • &15til.lt t ti IN (l1P)-ft6'1~ pell flit✓ • I . ! C ---, I ~ ( 2- .. I N~~ B /J fvc,, tY1tflP,./AA ,J i. N~ 1:,~ fVC WA1C/LNJ~,✓ 3 flfiW b 11 Dv0111-C /12.o,J ~~ (-F~ >' FE) lf 1/E.w g "' x b p Pu m L-£. 1/2-vrJ /<..Ep,. (FG X. MI) -~ l'' (p\lC ~ 1tc,-:>) 7RAll{rr1u,./ CovfUN6, (NftrAL,L, b 11 ( FIE x /..A:I) f)vc r, ~ /f2uJ AOPr(>rrE.I< W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 15 JAMBOREE ROAD AND BACKBAY DRIVE - LOCATION MAP AND PIPELINE IMPROVEMENT PLAN PHASE 1PAULUS AS BUILTS - 5-16-23 CD @ ® @ @ @ @ @) @ @ @ @ @ @ @ @ @) @ @ @ BACKBAY DRIVE "' • 8' / II 40' 40' -----COM------COM---- "' JAMBOREE ROAD R/W R/W -----H XlM ------COM------COM--------IE,1-------(!) Cl : ~ "'< ....,,...-t---+-'~COM ---.----+--COM-------"~-------COM ----..w..1-1 OM --- -----a G -+------a"G ------B"G ------B"G Cr---+--+-, ·15"5S ------15"5S ------1511SS in U) ;,, __ I MEDIAN -----1o"w ....,_-~---10"W -------' 10"W -----)8' R/W ABANDON EX. 10" WATER MAIN TO INTERSECTION OF 65 PACIFIC COAST HWY. AND JAMBOREE ROAD. SEE SHEET 11 FOR CONTINUATION. COr\lS I RUCTION r\10 I ES INSTALL 30" CML & C STEEL PIPE INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL 12" CML & C STEEL PIPE INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD CONNECT TO EXIST. WATER PIPE PER DETAIL 2 INSTALL 10" DI PLUG, CL 52 19 / TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L. TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. FILL ABANDONED PORTION OF WATER PIPE WITH CEMENT SLURRY (ONE SACK). INSTALL 10" DI 45' ELBOW AND 10" DI PIPE SPOOLS, CL 52 (FLG) INSTALL 30" x 12" CML & C STEEL TEE (WE x FLG) INSTALL 12" x 10" DI TEE (FLG) 371-----i , 3' '[.., - ~ ~ t ~---------------1--1---- • ~ ----~IL ------SL 1-------10"W ------10"W -------+-10' "' --+------'--,f------1 "G __ ...__-+--a"G ------B"G ------B"G ----11--+---+-B"G -- ----+--....L..-{;J>-----+---18"5S ------18"5S ------18"5S --,---t-~-+--18"5S :g 3 " "' 95 ;H -U) C W 9 94 96 I I I / I I i w I 95 MEDIAN ----11rt--- 30' ABANDON EX. 1 o• 65 WATER MAIN Jo"w ;,, (0 i--(0 0-:-----~s"ss ------a"ss ------+-a"ss --~-1--t---ia"ss --/ ------4"G --l-----4"G +--t---+---4'' ----1---10"W -~-+-+--10"W - IB"SI) lll"SD lll"SD 111"SD -- P./H t;;' I 0 20 40 - -- -SCALIE: 1" = 20' 3 91 r;- 3 -, EX. 12" OUllET PROTECT IN PLACE EX. 30" CML & Cy STEEL PIPE. PROTECT IN PLACE EX. 12" OUllET PROTECT IN PLACE ' [EX. ASPHALT SURFACE ' 12'-0" ---------------,, 5'-0" 6" 4'-6" ---------~ 2'-6" ~,_J -t _t_j_ 5'-0" _ 9'-0" EXISTING PIPE SECTION 61 APPROXIMATE SURFACE AREA 12'-0" x 7'-6" r-12'-0" I .J.·--'.---_-.-__ •· • ·---•-··•·· . . . ... . .. I . . -· -_-: . -. I •:-· '· ··. ' .. -. .. · ... ·. (P .. ExP·E.) 1 .·, : · . .-•. ·• -... ·._.-· · •• ,J . . . . . . \, . ·, • .;ii . . . • ,: . . . . •. .•. . . . . Ex. 1 O" OUllET TO BE ABANDONED \EX. 30" CML & C STEEL PIPE. PROTECT IN PLACE REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION. 1--•• _ .... r;----1 -=~_;;__~~~----·•-· ---, )>L-----_:.4 --r< ·---~~.;I STEEL PIPE. ----,~ 1----il-·• ____ 4_'-_1_1· __ 1 __ -:-1-1_· -_2_·-_o_·_· --1 \_~"~~ • c 'lo PROTECT IN PLACE PROTECT IN PLACE PROPOSED PIPE SECTION DETAIL 1 INSTALL 12" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL INSTALL 12" DI RESILIENT WEDGE GATE VALVE (FLG) '1----+--1---+--- L ---+--<I --+------r< SCALIE: 1/2" = 1'-0" INSTALL 10" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL, AND CONNECT TO EXISTING WATER MAIN INSTALL 10" DI RESILIENT WEDGE GATE VALVE (FLG) REMOVE INTERFIERING PORTION OF WATER MAIN, INCLUDING VALVE, VALVE CAN, AND VALVE COVER ABANDON IN PLACE EXISTING GATE VALVE. REMOVE VALVE BOX AND COVER OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE{S) TO BE REMOVED PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. INSTALL 12" DI RESTRAINED COUPLING, SMITH BLAIR 471 OR APPROVED EQUAL, AND CONNECT TO EXISTING 12" WATER MAIN NO I ES TO CONTRACTOR EX. 30" CML & C7 STEEL PIPE. 1 (PE x BS) 93 NEW 12" CML & C STEEL PIPE. ~ \EX. J-0" CML • C STEEL PIPE. LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED C: 0 (/) 0 :, r, .,_; (l) "' " ·c: r, E Q. "' N ,;-; 0 N .....__ "' 0 .....__ ro 0 "' 3' " >' <{ ID "' u <{ ID w w ti:: 0 ID :l, <{ ..., I "' -u I ; ~ 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. w w I ~ LIMITS OF TRENCH EXCAVATION, BACKFILL z 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. AND BEDDING ~ CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. w 0 3. ALL CONCRETE SIDEWALKS. CURB AND GUTTER. AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO c~'AIL 2 -;j_ THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE a;;; I, z WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS SCALIE: 1/2" = 1'-0" ;;,- ADJOINING IMPROVEMENTS. ~ (/) 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY .-----------,---------------.---.-------,.-----------------...-------------.----------------------------~ VARY AND SHALL BE CONFIRMED BY CONTRACTOR. (/) REVIEYIED: w 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. Es ~ 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. ~E. p s O M A s J---+-----+------------------+-------IMICHAEL J. SINACORI, RCE 46214 ! 0 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 3 Hutton Centre Drive ASSISTANT CITY ENGINEER ~ Suite 200 "' 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: • 1 Santa Ana, CA 1---1-----1-------------------1-----1 -::D,::ES::,IG::,Nc::ED:-:---.:O-::R-:-:AVt111,-:-:-: --t----------------------,---------t ~ A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. (714) 751-7373 Fax (714) 545-8883 NEB CADD !z! B. CAMERA TO BE DISINFIECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. CHECKED DATE 1----------1,- C. PIPELINE MUST BE FLUSHED AND DISINFIECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. NO. DATE DESCRIPTION OF REVISIONS APPROVED : J..B AUriUST 2020 SHEET OF -------------------------------------------------------------------------------------------------------------------------------------------------...... -------:l? 12"X10" MJ REDUCER 10" MJ 22 (TIE IN) 12" MJ 45 12" FLG TEE 12" MJ X FLG ADAPTER (W) 12" MJ X FLG G.V. (S) 12"X10" FLG REDUCER (N) 10" MJ X FLG G.V. (N) 10" MJ 45 (TIE IN) 12" MJ X FLG G.V. (E) SHEET 15 - REVISED INSTALL PAULUS AS BUILTS - 5-16-23 r-----1s0 ss _,.._,__.----15"SS MEDIAN --------·10 11-W ABAND.BN EX. 10• WA1ER • MAIN TO INIERSECT:10N 8F 65 PACJfl(: C8A1ST HWY. AND JAMBOREE ROAD. SEE SHEET 11 FOR CONTINUATION. N SHEET 31 .. Ml 2 -----~ 15"SS i7/ SEE DETA 59 + 1 ORT BEACH . DWG NO. SlD-510-L-B Lfl ,IL. LACED AS NOTED ON PLAN. • _,'")'. r WJ1H CEMENT SLURRY (GNE SACK). ' ----+----....i--1. •r--------"-l'f---18°5S -------18°SS ------18°SS l!I .. co I I I I MEDIAN • -=-----H.-t-----,.__ __ :j __ , ----+-~ 30" • DETAIL 1 ,!"--........ ~ t~ 1'W { Pvt-) . ABANDON EX. 10• 65 · ,\ I ER-MAIN 'ff, co ~~ J M--------8"SS -.......... ---~-8"S_S -· ---------------i~-8"SS ~~~~l -------4"G SL -• - 0 20 40 SCIILE: 1" = 20' W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVES L13_161, L13_162, L13_163, L13_164 - ZONE 3 PS AT BIG CANYON RESERVOIR 16 PHASE 2PAULUS AS BUILTS - 5-16-23 Ll <J <J Ll Ll. <J Ll <J BIG CANYON I RESERVOIR DRAIN LINE "'I PROTECT IN PLACE I I <J I I Ll I I <l BCR DRAIN PIPE VAULT. Ll SEE SHEET 18 FOR MODIFICATIONS Ll <J 0 5 10 - -- -SCALE: 1" = 5' L J, ' ., ) I ' ' ' ' Ll <J <J ,j Ll <J [ I ,j Ll . . <J w VALVE L13-161 w w w ~----E------E ------E------E ------E ------E-- _,j. Ll Ll <1. ,j Ll Ll EX. ZONE Ill WATER LINE PROTECT IN PLACE ·<1 Ll <J ,j ' ' ........... 'Li <J <J <J Ll <J Ll <J w . Ll <J L\W w w w <J Ll <J <1. Ll . • E)C. PUMP.S A~D PUMP ENCI.CilSURE PROTECT IN !J-ACE <J <J Ll <J ,j <J Ll <J w Ll <J Ll ALVE L13-162 VALVE L13-163 VALVE L13-164 \_ EX. zor-iE n WATER UN.§ • PROTECT INLPLACE w w w w w w EX. ELECTRICAL PROTECT IN PLACE (TYP.) PUMP STATION ZONE Ill PLAN SCALE: 1· = s·-o· NO IE$ TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. . : _:. Ll EX. ZONE Ill TO ZONE II PRESSURE REDUCING STATION PROTECT IN PLACE REVIEYIED: w p s O M A s t---+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 Ll I\ ,;, <C ~jf L. == I -I I ,- 1 Ll <: 0 "' 0 ::, .0 -" o> 'O ·;:: .0 E a. <D N ,;; 0 N ......._ <D 0 ......._ <O 0 o> ,:: 'O "<I' <D - ::::, ll:: I f----<D -I "' ::i I -.j--0 I ~ / (/) f---w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( f---/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVES L13_161, L13_162, L13_163, L13_164 - ZONE 3 PS AT BIG CANYON RESERVOIR 17 PHASE 2PAULUS AS BUILTS - 5-16-23 REMOVE EXISTING CONCRETE TO- NEAREST JOINT AND REPLACE IN KIND. EX. PUMP ENCLOSURE PROTECT IN PLACE 'I... .I OI - NEW CONCRETE SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS 3'-0" ®-,_...___,., 6"± - 4'-0" 6"± 2'-0" 'I... .I OI - EX. 30" CML EX. 30" CML & STEEL PIPE. C STEEL PIPE. PROTECT IN PLACE 111 [~6" VALVE / . 1-,, /' \/•-.,_i_\\ 1_1 ·>7T7, '\\ .. ::// / -I --------j -.- PROTE T IN PLAl ( EX. 20" CML & C STEEL PIPE. PROTECT IN PLACE I I \ /1 EX. 16" CML & STEEL PIPE. EX. 16" CML & STEEL PIPE. PROTECT IN PLACE @ @ @ @ @ ® @ @ ® @ @ @) @) PROTECT IN PLACE EXISTING SECTION CONS I RuCTION NO I ES INSTALL 20" CML & C STEEL PIPE INSTALL 20" BUTT-SlRAP PER DETAIL 1 ON SHEET 31 INSTALL 20" X 16" CML & C STEEL REDUCER INSTALL 16" CML & C STEEL PIPE SECTION SCALE: 1 /2" = 1 '-o• INSTALL 16" BUTTERFI.Y VAi.VE AND VAi.VE CAN PER CITY OF NEWPORT BEACH SlD-511-L INSTALL 16" BUTT-SlRAP PER DETAIL 1 ON SHEET 31 INSTALL 16" X 12" CML & C STEEL REDUCER INSTALL 16" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL INSTALL 12" CML & C STEEL PIPE INSTALL 12" BUTTERFI.Y VAi.VE AND VAi.VE CAN PER CITY OF NEWPORT BEACH SlD-511-L INSTALL 12" BUTT-SlRAP PER DETAIL 1 ON SHEET 31 INSTALL 12" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL lRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L lRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. SlD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN 16 ® ® (§ INSTALL REDUCER THRUST BLOCK PER CITY OF NEWPORT BEACH SlD-510-L-B AND FIELD CONDITIONS INSTALL VAi.VE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONlRACTOR PER CITY OF NEWPORT BEACH SlD-510-L-C AND FIELD CONDITIONS DEMOLITION NOTES (D REMOVE AND DISPOSE OF 4 FT DIAMETER MANHOLE. @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. 10'-0" . -. ·. EX. PUMP ENCLOSURE PROTECT IN PLACE • • 17 REMOVE EXISTING CONCRETE TO NEAREST JOINT AND REPLACE IN KIND. NEW CONCRETE SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS 3'-0" CJ 2 >---+-+---r EX. 24" CML & STEEL PIPE. PROTE T IN PLACE 6"± 4'-0" 6"± [12" VALVE rQ /\ . /! EX. PUMP ENCLOSURE\ PROTECT IN PLACE 2'-0" ---~-1 'I... I O> - , . • .. 10·-o· ,:'._\ 1/ )/ EX. PUMP ENCLOSURE\~ PROTECT IN PLACE / / 1/ 1/ .. -.:_ .. I ·. . . . ·I -~. . :-: • ... . . . I •. ' ... -~ • . . I I I ••. : • ,; ••• .•.• • 1 ·.• •. I .1. I .-. . •. • ... • .. • .·.·.··I . •, . •,. I .. · .. > ·.· .·•. I •·.• ··. ·-. ·. I ... •• I • .... 1 I I ..• • 1 . . I .. ·. ·. · ..•.•. ··· .· I . •• .. ' • .. • •. •· • -1 . • .... ·:- -. '• . / • . (WExWE) 28 I ,3· (PE.x~): •• ·.: ••.• ·.·_311 ._,r.9'r=rl-W~~µ~~~~-r~T11 -~ I -·~-(6? Fi -7 : ,; <I <1 " " • <I <I • " ". <1 <I <1 1-8 " 3'-0" 3'-0" I I. ·. . . -- 1'-4" EX. 20" CML & C STEEL PIPE. PROTECT IN PLACE EX. 12" CML & STEEL PIPE. PROTECT IN PLACE T~ I EX. 16" CML & C \ I STEEL PIPE. PROTECT IN PLACE ________ _J EX. 12" CML & STEEL PIPE. PROTECT IN PLACE " -.- <I • " " • <1 1-8 <1 " • •. <I <I " <1 3'-0" ·_·._. 3'-0" 1'-4" EX. 16" CML & C STEEL PIPE. PROTECT IN PLACE <: 0 "' 0 ::, .0 -" o> 'O ·;:: .0 E PROPOSED SECTION EXISTING SECTION PROPOSED SECTION a. ..... N ,;; 0 2 4 - -- -SCALE: 1 /2" = 1' 1"110 I Eti TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONlRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNO'MII QUANTITY OF MASS CONCRETE SUPPORT. CONlRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHO'MII. 3. ALL CONCRETE SIDEWALKS. CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSlRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST lRANSVERSE SCORE MARK OR ADJUSTABLE CONlROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONlRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSlRUCTION, CONlRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONlRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFI. Y VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESlRAINED. SECTION SCAI.E: 1/2" = 1'-0" 16 D 1 7 L _J LEGEND LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF lRENCH EXCAVATION, BACKFILL AND BEDDING 0 ~ <D ~ <O 0 o> ,:: 'O '<I' <D - ::::, ll:: I f---<D I "' ::i I "' -0 I ; ~ w w I ~ z 0 V) w 0 _J <( z ;;" V) "' V) ----------------------------------------------------------------------------------------~ V) w REVIEYIED: ~ p s O M A s t---+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 ; 0 0 m 0 <D 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 ASSISTANT CITY ENGINEER 1---1-----1-------------------1------f-::-::,::-:::,::::,----;:,::-:-:,.,.,---t----------------------,---------t O DESIGNED: DRAVt111: ~ NEB CADD !z! 1-----------1 ~ APPROVED CHECKED: DA TE: SHEET OF / NO. DATE DESCRIPTION OF REVISIONS .LB AUGUST 2020 -------------------------------------------------------------------------------------------------------------------------------------------------...... _______ ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT BCR DRAIN LINE VAULT IMPROVEMENTS 18 PHASE 2PAULUS AS BUILTS - 5-16-23 WORK NOT DONE PER DIRECTION FROM CITY I I I I I I REMOVE PIPE AS SHO\'ttl '--------, 6" GATE VALVE (REFURBISH AND REUSE) 6" CL.A-VAL PROTECT IN PLACE I I I I I I I I (REFURBISH AND REUSE) EX. 36" CML &: C STEEL PIPE.\ II PROTECT IN PLACE \i ,, EX. 18" VALVE PROTECT IN PLACE REMOVE PIPE AS SHOWN PROTECT IN PLACE @ @ @) @ @ @ EXISTING VAULT PLAN SCALE: 1 /2" - 1 '-0" 001'-.1S I RUCTION t-.10 I ES INSTALL 24" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL 24" X 18" CML &: C STEEL REDUCER, WExFE INSTALL 6" STL OUTLET, FE INSTALL INSTALL 6" 90" STEEL ELBOW, FExFE INSTALL 6" CML &: C STEEL PIPE HAND CHIP AROUND PIPE AS REQUIRED TO CONNECT TO EXISTING PIPE. PROTECT IN PLACE ALL REBAR. EPOXY GROUT IMPACTED AREA UPON COMPLETION OF CONNECTION. DEMOLITION NOTES @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT AS SHOWN, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES. AND CONCRETE PIPE SUPPORTS. NO I ES TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POST5, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PL.ANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. EX. VAULT PROTECT IN PLACE JEX. 24" CML &: C STEEL PIPE. PROTECT IN PLACE 0 2 4 - -- -SCALE: 1 /2" = 1' LEGEND ~ I in -H 'In I <'I ' c....] ~--------, ', ,.}L / EX. AIR VALVE (REMOVE) 2 10'-0"± .i'-•'-EX. 24" CML &: C STEEL PIPE. ', PROTECT IN PLACE / EX. 36" CML &: C STEEL PIPE. PROTECT IN PLACE ----ll\l--------1-------j EXISTING SECTION (-=~ I I I I I SCALE: 1 2 = 1 -0 3'-2" EX. 36" CML &: C STEEL PIPE.~ PROTECT IN PLACE I I I I INSTALL EX. CLA-VAL (FExVIC) 55 11 12 1-----145 EX. VAULT PROTECT IN PLACE PROTECT IN PLACE 1 EX. 24" CML &: C STEEL PIPE. EX. VAULT PROTECT IN PLACE _ _jJ EX. 24" CML &: C STEEL PIPE. PROTECT IN PLACE D LIMITS OF EXISTING ITEMS TO BE REMOVED 15 (WExFE) 2'-6" 2·-0· VAULT IMPROVEMENT PLAN SCALE: 1/2" -1'-0" REVIEYIED: p s O M A s t---+-----+-------------------+-------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 <: 0 "' 0 ::, .0 -" o> "O ·;:: .0 E a. ..... N ,;; 0 N ......_ <O 0 ......_ <O 0 o> ,:: "O "<I' <O - ::::, ll:: I f----<O -I "' ::i I <O -0 I ~ / (/) f---w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( f---/ (/) w ~ ~ / 0 0 m 0 <O 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT BCR CONTROL BUILDING BASEMENT - DEMOLITION PLAN AND SECTIONS 19 PHASE 2 NOT INSTALLED AS OF 5-16-23 PAULUS AS BUILTS - 5-16-23 CONCRElE SWALE / PA\IED AREA_/ 48" FROM MElER 'lo I in i 6'-6" •• I I 1111 1 ACl\JATOR NOT SHOWN FOR CLARITY .------,-H I-++--+-r-'-- i' 1111 Lill tc===i=~I--® ACl\JATOR NOT H " SHOWN FOR CLARITY Tit10r'· H ni ll ' ' 48" INLET TO BIG CANYON RESERVOIR I-----1 L ___ J I L ___ J - --d-+-r+------~, ,-----,~-~------i7~ 1-r7----+,1 •• -· I 111 I I 'b I 00 PROlECT IN PLACE __ _ PLANlER SWALE -------17 ' ----.. • ----v --t>-. __ I , • :si ,---1'''' I I I I I I I I I I I I I I -lttt-III---tfftttt~~ ~,~---t<-tt-t- 11, I I 54" OUll..ET TO BIG --7', ,~· ~~':-CA.;.,N~Y,~ON~R="E""S""ER""VOc!EilR~ ! L' - - 6 i I-- - --I ---------' 1-----1 -----1 ., I I I _____ J 0 4 8 - -- -SCALE: 1/4" = 1' DEMOLITION PLAN CONS I RlJCTION NOTES @ OPTIONAL BID llEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE{S) TO BE REMOVED PER lECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOlE 5. 0 DEMOLmON NO I ES REMOVE AND DISPOSE OF 48" BFV AND HYDRAULIC OPERATOR COMPLElE. REUSE SLEEVE COUPLING AND HARNESS ASSEMBLY FOR NEW VALVE INSTALLATION. REMOVE AND DISPOSE OF 30" BFV AND HYDRAULIC OPERATOR COMPLElE. REUSE SLEEVE COUPLING AND HARNESS ASSEMBLY FOR NEW VALVE INSTALLATION. EXISTING PIPE SUPPORT, PROlECT IN PLACE FOR RE-USE. DEMO AND REMOVE 30" BFV AND PORTION OF 30" PIPELINE AS SHOWN. SALVAGE AND REUSE SLEEVE COUPLING AND HARNESS ASSEMBLY FOR NEW PIPE INSTALLATION. DEMO AND REMOVE PORTION OF 36" PIPELINE AS SHOWN. SALVAGE AND REUSE SLEEVE COUPLING AND HARNESS ASSEMBLY FOR NEW PIPE INSTALLATION. SALVAGE PRESSURE TRANSMITlER/HOSE BIB ASSEMBLY FOR REUSE ON NEW PIPING. @ DEMO AND REMOVE EXISTING PUMP AND COMPLElE. 1\.10 I ES TO CONTRACTOR 1. NOT ALL EQUIPMENT, PIPE. VALVES, STRUCl\JRES. AND APPURlENANCES SHOWN FOR CLARITY. CONTRACTOR TO SCALE: 1/4" = 1'-0" PROlECT IN PLACE ALL EQUIPMENT, PIPE, VALVES, STRUCl\JRES, AND APPURlENANCES UNLESS 011--IERWISE NOlED. 2. ALL PIPE AND FITTINGS TO BE RESTRAINED. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING NEW PIPE AND FITTINGS. 4. ALL CONCRElE SIDEWALKS. CURB AND GUTlER, MEDIANS, CONCRElE SWALES, AND PLANlERS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO TI-IE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE Will-I CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 5. CCTV INSPECTION SHALL COMPLY Will-I TI-IE FOLLOWING: A. CAMERA FOR USE Will-I POTABLE WATER ONLY. CAMERAS USED FOR WAS1EWA1ER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFEClED Will-I A BLEACH SOLUTION PRIOR TO ENlERING TI-IE PIPELINE. LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED II ~ 1, __ __l_l_l_l_l__lc=~ I / ' ~-----a··~/ -(-+-f-"7'7·;'-c,A-+-jl+J==$$==l=c$:===r~+-+-f-------+-t-+-- @- 4'-3" EXISTING SECTION SCALE: 1 2 - 1 -0 "I1 _____L_,_L_I _L___rcl I ~ .. hLJ.J. ~~III 1, I I ~ Cl '----@ 3'-0" EXISTING SECTION SCALE: 1 2 = 1 -0 REVIEYIED: C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 EX. 30" PIPE <I> C 0 U) 0 ::, .0 .; Q) "' r EX. 42" PIPE -----" 'O -.:: .0 E a. " N .;.; 0 N '-<D 0 '-OJ 0 "' 3: 'O >-' z w ::;; w u <( _J D_ w Cl:'. w > _J <( > Cl:'. u rn I " -u I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT BCR CONTROL BUILDING BASEMENT - MECHANICAL IMPROVEMENT PLAN AND SECTIONS 20 PHASE 2 NOT INSTALLED AS OF 5-16-23 PAULUS AS BUILTS - 5-16-23 I I I > I I I I I I I 17 / I I v i I I I I I I v /f> I I I I I v I I "•----·-- 1· . .. .I I / .. I I _;~ .. / CONCRETE SWALE v 48" FROM METEB 30" TO ZONE II ·1·------K_ I .. ______ "•-----.. _ . I ------.. ______ ,\7 I I '!,,- I i,o • 110 I in 3 -----.. /j 6'-6" 6'-6" I PROTECT IN PLACE F -r= PLANTER SWALE ------.. ______ ... _____ . . .. _____ ··-----• ---------.. -v ... -----I'--.. 17 1 1 I 11 I I I I ' ~t/ I 111111 1 lwwl t "J 'I" I I 11111---,, rPrPi CD [ NO I ES TO CONTRACTOR 1. NEW EXPOSED PIPE IS CML AND PAINTED WELDED STEEL PIPE {MIN 1/4" lHICKNESS) PER SPECIFICATIONS UNLESS OlHERWISE NOTED. 2. ALL PIPE AND FITTINGS TO BE RESTRAINED . 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING NEW PIPE AND FITTINGS. 4. SHORING AND SOLID SHEAlHING REQUIRED FOR EXCAVATION DEPlHS BELOW 5-FEET. STAMPED AND SIGNED SHORING DESIGN CALCULATIONS BY A REGISTERED ENGINEER SHALL BE REQUIRED FOR WORK ADJACENT TO CONTROL BUILDING. 5. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, MEDIANS, CONCRETE SWALES, AND PLANTERS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO lHE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WllH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. :9 " " cc, • ~ 0 CONNECT TO EX. 30" SPOOL REUSE FLANGE ~ I "l)t I " cc, I' 7 1', I I', 1, 1', ,, I, 1', I' I I', I, ' '' 11 'I 110 ·r {~) h V-1 CONNECT TO EX. 48" SPOOL l .j_ REUSE FLANGE mr • IWL_ I r1 r1 T ~ µuu1 ~ PIPE IMPROVEMENT PLAN SCALE: 1 /2" - 1 '-o• CONS I RIJCTION NO I ES @ INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 31 @ INSTALL 30• FLANGE COUPLING ADAPTER, SMllH BLAIR 911 OR APPROVED EQUAL (@) INSTALL 48" (FExPE) SPOOL AND HARNESS ASSEMBLY PER DETAIL 3 ON SHEET 31 @ INSTALL 48" CML & C STEEL ANGLED SPOOL (FLGxPE), FIELD VERIFY ANGLE AND SPOOL DIMENSIONS. @ INSTALL 48" BUTT-STRAP PER DETAIL 1 ON SHEET 31 @ INSTALL 30" CML & C STEEL PIPE (PE) @ REINSTALL EX. PRESSURE TRANSMITTER ASSEMBLY COMPLETE @ INSTALL 6" CML OUTLET (FE) @ INSTALL 48" MOTOR ACTUATED BUTTERFLY VALVE (FE) PER SPECIFICATIONS @ INSTALL 30" MOTOR ACTUATED BUTTERFLY VALVE (FE) PER SPECIFICATIONS @ INSTALL 30" BUTTERFLY VALVE WllH HANDWHEEL (FE) PER SPECIFICATIONS @ INSTALL 48" (FExPE) SPOOL AND HARNESS ASSEMBLY PER DETAIL 3 ON SHEET 31. (ill} INSTALL 30" (FExPE) SPOOL AND HARNESS ASSEMBLY PER DETAIL 3 ON SHEET 31. @ RE-ESTABLISH PIPE SUPPORT c; ~ i:;; ;i \ ' ~ ~ ,--", ::1-~ ·--1:: ::1 \ ' _J 48" INLET TO BIG CANYON RESERVOIR 54" OUTLET TO BIG CANYON RESERVOIR C 0 U) 0 ::, .0 ..; Q) en "O -.:: .0 E a. r---N .;.; 0 N '-<D ~ co 0 en 3: "O >---' z w ::;; w u <( _J D_ w Cl:'. ~ _J ~ Cl:'. u rn I co -u I ; ~ w w I ~ z 0 V) w 0 _J <( z ;;'" V) "' V) ~ --------,-------------,-""'T'"--~-------------;-----r-:::-:::::::-------,r---------------------,V) REVIEYIED: ~ PSO MA S 3 Hutton Centre Drive MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER ; 0 0 m 0 <D L-L---L-----------------+------f-;;;:;:;;;;;;:~-r,:;;:;;:;;;;;:---+-------------------,-----,~ O 2 DESIGNED: DRAVt111: w NEB CADD z - -- - Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 SCALE: 1 /2" = 1' l-----------1,-L ________________________________________________________ L _______ .l_ ______________ L.:N:O·:..!._:DA::,:TE::.,_...,l,:D=ES::C:,::Rl:._Pll::,:O::,:N_:O::,F_:R::E.:,:VIS=IO=N,:S _________ ...J..A_P_PR_O_VE_D.J...CH_E_c_KED_: ..:J..~B L..D.:::!~lfc::;'u:::ST.:..:,:20~2,::.0L... ___________________ ....,__SH_E_E_T __ o_F __ _.::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 21 BCR CONTROL BUILDING BASEMENT - MECHANICAL IMPROVEMENT SECTIONS PHASE 2 NOT INSTALLED AS OF 5-16-23 PAULUS AS BUILTS - 5-16-23 r '-' CONNECT TO EX. 48" SPOOL REUSE FLANGE EX. 30" PIPE cA l==::;::::===::::I 7 ,0 11:a----i 1·-0· 4'-2" PROPOSED SECTlON SCALE: 1 2 = 1 -0 20 CONNECT TO EX. 30" SPOOL l==l====l :io l==l==r===! , --t---rn 1·-0· 2'-7" PROPOSED SECTlON SCALE: 1 2 = 1 -0 0 2 4 - -- -SCALE: 1 /2" = 1' REUSE FLANGE -[ EX. 42" PIPE : ---1 20 F.S. I <I I CONJB0L BUILDING CONTRACTOR TO RESTORE IMPACTED IMPROVEMENTS TO ORIGINAL CONDITIONS C0NJB0L BUILDING BASEMENT __ :_\ /\~----------------------- I I I I C I I I I I 48" INLET LINE (PROTECT IN PLACE) INSTALL WALL PENETRATION PER DETAIL 4 ON SHEET 31 CORE DRILL 54"11 HOLE. GRIND BACK EXPOSED REBAR AND EPOXY GROUT POCKET. INSTALL WALL PENETRATION PER DETAIL 4 ON SHEET 31 30" OUTLET LINE (PROTECT IN PLACE) CORE DRILL 36"11 HOLE. GRIND BACK EXPOSED REBAR AND EPOXY GROUT POCKET. I I I I I I I I I I ,ff 'b I io F.S. ,ff 'lo ~ L c_,,----,----------,------ccT <-: --- --_J ------+-----~ 5'-8" 24•-o· PROPOSED SECTlON SCALE: 1 2 = 1 -0 CONS I RuCTlON NOTES j 9'-0" 20 @ INSTALL 48" MOTOR ACTUATED BUTTERFLY VALVE (FE) PER SPECIFICATIONS @ INSTALL 30" MOTOR ACTUATED BUTTERFLY VALVE (FE) PER SPECIFICATIONS @ INSTALL 48" (FExPE) SPOOL AND HARNESS ASSEMBLY PER DETAIL 3 ON SHEET 31. {ill) INSTALL 30" {FExPE) SPOOL AND HARNESS ASSEMBLY PER DETAIL 3 ON SHEET 31. @ RE-ESTABLISH PIPE SUPPORT NO I ES TO CONTRACTOR 1. NEW EXPOSED PIPE IS CML AND PAINTED WELDED STEEL PIPE (MIN 1/4" THICKNESS) PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 2. AILL PIPE AND FITTINGS TO BE RESTRAINED. 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING NEW PIPE AND FITTINGS. REVIEYIED: p s O M A s t---+-----+-------------------+-------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 SHEET <: 0 "' 0 ::, s:, -(l) "' 'O ·c: s:, E a. co N r<) 0 N '-<O 0 '-co 0 "' 3: 'O "' 3: 'O >---' z w ::;; w u <( _J D.. w Cl:'. w > _J <( > Cl:'. u rn I CJ) -u I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 CJ) 0 <O 0 ~ w z N OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE I12_157 - E. COAST HWY AT HAZEL DR 22 PHASE 1PAULUS AS BUILTS - 5-16-23 -- I • I I I I~ < I t C:tl 0.. ' 1 0 I I ?' }I ·, :1---0------s"ss -------s"ss -----,11---?)s"ss _ _. / ,..,.._---t---l -11-----i;iL 0. ~ ../ ) I " -1;:,. -,v SL -------SL -j / SL / I 7' 27"W . • I er a I uJ ~ 1 ,"' "' -I -6"55 - / -';<-..... "' Cl ~ ' 18"W "' t 'b 0 [ I!! I VALVE 112_157 SEE DETAIL 1 t4> 1 / ~:. ~ ~:11= 1 = 14 ===~/'7,rs::lil.,h-P=========l==+-a:::m1e~™ --=====--=~ 1:s:1e::ww=-- '*7s: -/1---__,..,I!/ ----~-:,/ ----= -= -=-=-iiii~-:2~4..i"s~s~=~i ~ I _.......,,:, !'!! a, TS I Id .,_J I LJ r I -------1~-- '·\□------i--------',-)----,~--,------i-----fl'tt------~-----<,e,__f _____ ~----------_ -_ -?4"SS 24"55 ,.J l I "-====-1~6~t:e==-f'-:==~-==~16AlG -===~-====;-1o:= \ ~ ~ t'io~l--+ 1-·-t.ss -------s"ss _______ :•ss 1; 'G 12 . ~ --t---.lc-----12"G -------12"G -------t-1211G . -· .,__,_ SL ff T 1 "-I ·-COM ..... --- II r - - @ ® @ @ @) @ ® ~( ./Ji J I RECONNECT@ AT VAULT io I ~ Ill ~--+---COM -------COM -----1-- ,fl, I I I CONS I Rl.JCTION NOTES INSTALL 18" DIP, CL 52 E. COAST HWY INSTALL 18" BUTTERFLY VALVE. AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 18" DI RESTRAINED COUPLING, SMITH BLAIR 471 OR APPROVED EQUAL INSTALL NEW SERVICE SADDLE, 2" COPPER TUBING, AND VALVES PER CITY OF NEWPORT BEACH DWG NO. STD-515-L AND RECONNECT EXISTING 2" COMBINATION AIR RELEASE VALVE INSTALL 18" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L. TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN ·" ;,. I , @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS 0 ® OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLITION NO I ES REMOVE AND DISPOSE OF 8' x 10' x 12'± RECTANGULAR VAULT STRUCTURE. REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. REMOVE AND DISPOSE OF EXISTING ABOVE. GROUND VAULT VENTS. PLUG EXISTING VENT PIPING WITH CONCRETE. i'.1O I ES TO CONTRACTOR " <O ... ~ ' " _\ ( el M I~-,:; . ., lo I ,"' 1,r "' I 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. "' >: 2. VE.NT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE. UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR AD.AJSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXIPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. • I I COM 0 \ -=-----COM~ \._HIGH VOLTAGE STREET LIGHT CONDUIT, DISCONNECT POWER BEFORE DIGGING. 20 40 - -- -SCALE: 1 " = 20' LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING CAUTIONI HIGH VOLTAGE POWER LINEt: -H • IO I a, -H '!.,- I ;,, - 6" AC OVER 8" ... ___ AGG_R_E_G_ATE __ BASE ___ ,,-----------------------f ~EX. ASPHALT SURFACE 20'-0"± -' ~ -~--,-cc._,=~ --. ----~ BE~~ -·· - - -----r-----c--iJ -- I 18" MIN. 4'-4" -H • 0 I ... • 0 I EX. 18" DIP\ iXJ PROTECT IN PLACE D i:-:----\ ~ I i r ~ I ~ I I_ 3'-0" 18" MIN. 1·-0· / EX. 18" DIP , PROTECT IN PLACE 6" (TYP.) ~--'-------+---------------, L f---+-------"~ix, 10·-o· -H 'lo I a, EX. 18" DIP\ PROTECT IN PLACE __l ,• \ 1 •· .• I I .... " .. · ..... . I •.. · • ,_. ,· ·23.· EXISTING PIPE SECTION 20 (FE x PE),. .'· ...... -... . •. ' LOCATE VALVE. OPERATOR ON MEDIAN SIDE .. • 48 . • -•·•-··• I I _ ... ~:!t-....;....;:_-'-'---~~7 I [EX. 18" DIP . • PROTECT IN PLACE -· j_ - . ·, .' _·•-·--·~ 5'-11" _j_ . ·1 .... <I • ·. 2iJ (FE ,c Pl::) .• .• .J · .. · I --.•. ·-. " <1. • " <I 4 <I 4 <I <I <I <1. •. <I <I <I ,---164 8" 6'-5" 13'-0" PROPOSED PIPE SECTION DETAIL 1 SCALE: 1 /2" = 1 '-0" REVIEYIED: . : <, I @ • .. , I •, . . . . . . .:: . : •J' _· _:-___ .·_···· -·-. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: p s O M A s t---+-----+------------------+-----IMICHAEL J. SINACORI, RCE 46214 A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. 3 Hutton Centre Drive Suite 200 Santa Ana, CA ASSISTANT CITY ENGINEER (714) 751-7373 Fax (714) 545-8883 DESIGNED: DRAV1111: NEB CADD NO. DAlE DESCRIPTION OF REVISIONS APPROVED CHECKED: DA "IE: J..B AUGUST 2020 C 0 U) 0 ::, .0 ..; Q) "' "CJ -.:: .0 E a_ O'J N I') 0 N ...___ <O 0 ...___ O'J 0 "' 3: "CJ r-- LO 7 N ~ I 0 N 0 I ~ / "' >-w w I ~ z 0 "' w 0 _J <( z u... / "' "' "' <( >-/ "' w ~ ~ / 0 0 m 0 <D 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 23 VALVE N13_072 - SAN MIGUEL S/O EASTGATE/SPYGLASS ROAD PHASE 2PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN I R/W j _ 0 1/) !!' -., ~ 'b 'b 0 IO - -t ---+-------<>-- -------e ---1-+-1 "ss R/W ~--YACHT COQUETTE CONS I RuCTION NO I ES @ INSTALL 24" CML &: C STEEL PIPE @ INSTALL 24" BUTT-STRAP PER DETAIL 2 ON SHEET 31 @ INSTALL 12" CML &: C STEEL PIPE I I SEE DETAIL 1 lHIS SHEET AND DETAIL 1 SHEET 24 io @ INSTALL 12" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH STD-511-L @ INSTALL 24" x 12" CML &: C STEEL TEE @ INSTALL 12" 90" STEEL ELBOW MWD EASEMENT OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VALVE(S) TO BE REMOVED PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLITION i'.10 I ES (D REMOVE AND DISPOSE OF 6' x 7'x 10'± RECTANGULAR VAULT STRUCTURE. ® REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES. METERS. HANDWHEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS. PLUG EXISTING VENT PIPING WllH CONCRETE. 1\.10 I ES TO CONTRACTOR 1. LOCATION AND DEPlHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPlHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OlHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO lHE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WllH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WllH lHE FOLLOWING: A. CAMERA FOR USE WllH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WllH A BLEACH SOLUTION PRIOR TO ENTERING lHE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. I -12N ------10"5S ----+-+--+-1 o"ss EASTGATE DR/SPYGLASS HILL RD --- 0 20 40 - -- -SCALE: 1" = 20' LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING 6" GALVANIZED VENT PIPES PROTECT IN PLACE \>II 0 ~ EX. 12" ACP PROTECT IN PLACE -.. _ _,, / EX. 24" CML &: C STEEL PIPE. PROTECT IN PLACE • co I N ~ -+-------~---~ t· :/,_. {1) -r· ---+-----J • ••• /~ .. I I/ 3'-o" 6'-o" 7'-0" EXISTING PLAN 12 38 8'-0" I I I-+-+---< 2 24 'b ;!. 'lo I N 1----+-+-------'- I/-~EX. 24" CML &: C STEEL PIPE. . • PROTECT IN PLACE 6" (TYP.) /EX. 24" CML &: C STEEL PIPE. ~ V PROTECT IN PLACE i-----< 9 (FExPE) 99 (FExFExFE) • 0 I N © - • 0 I j,... 9 (FExPE) 121-----r;:::==-=:1::::--=~1--------~-~ -~EX. 24" CML &: C STEEL PIPE. PROPOSED PLAN PROTECT IN PLACE DETAIL 1 SCALE: 1 /2" = 1 '-o• REVIEYIED: p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 C 0 ., 0 ::, .0 -(I) o> "O ·;:: .0 E CL OJ N r<) 0 N '-<D 0 '-OJ 0 "' 3: "O N I'-0 I "' -z I -N 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 <D 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 24 VALVE N13_072 - SAN MIGUEL S/O EASTGATE/SPYGLASS HILLS ROAD PHASE 2PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN CONS I RUCTION 1\.10 I ES INSTALL 12" CML &: C SlEEL PIPE INSTALL 12" BUTlERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH STD-511-L TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-B. APPROXIMAlE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. INSTALL VALVE ANCHOR. DIMENSIONS TO BE DElERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS @ INSTALL 12" FLANGE COUPLING ADAPlER, SMITH BLAIR 911 OR APPROVED EQUAL @ INSTALL 24" x 12" CML &: C SlEEL lEE (FLG) @ INSTALL 12" 90' SlEEL ELBOW, FExWE DEMOLmON 1\.10 I ES G) REMOVE AND DISPOSE OF 6' x 7' x 10'± RECTANGULAR VAULT STRUCTURE. @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCILUDING BUT NOT LIMllED TO VALVES, MElERS, HANDWHEELS, LADDER, FLANGES, AND CONCRElE PIPE SUPPORTS. hlO I Ed TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DElERMINE LIMITS IN FIELD. ALL MASS CONCRElE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRElE SIDEWALKS, CURB AND GUTlER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFL Y VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. D 0 2 4 - -- -SCALE: 1 /2" = 1' LEGEND LIMITS OF EXISTING llEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING -ti • <O I b - 6" AC OVER 8" .___ __ AG_GR_E_G_AlE __ BA_s_E __ \---------------------tEX. ASPHALT SURFACE ~ 17'-6" mi ~- I 1s· MIN. -ti ,,, I ... 5'-6" ®----,1 ~ 4'-o" - 2' -o• 18" MIN. / \ ---t _0 I ~EX. 12" AC PIPE. I PROlECT IN PLACE 1 I I I I 6" (TYP.) 'b I i-- -_J ________ __,_ 3'-6" 6'-o" 2'-6" 14'-6" EXISTING SECTION 61 APPROXIMAlE SURFACE AREA 17' -6" x 13' -0" I > > :·.·. 1 • .? • 1 •.• . ·. I ... •. __ •. 1 .. I I . . . : I I •.. . ·. I:,. ·.•· -: . . . ·-. 1 •• Aod--c~------ii-- . . ·-.... ' .•• .. . . . . . . (WExFF;)3 • . ... . . ·, . 17'-6" I • ...__,_ ___ ___,,.~-~---HF'--,j I . .. ·.. . · 1 . • . ' . . ---. . ··. . . I :_. . . . . ~ . . . •..• I . . . . . . . . I :; · • .... 99 ··: • , •• • ••.• : > EX. 12" AC PIPE. · I PROlECT IN PLACE •. I . . ~ . . .•. ·.:.·I : :--. '· .• •. .•• ·. •. ·•· :·· ... I . . ~ . . . . .. .. • . I , . . . . ·. • .. · I Ll L.: ~------_. __ .•• _· . -·. . . -::_::_ ·_· •• . __J q : . .ll. 5'-9" a· 1·-1· 12·-o· 14'-6" PROPOSED SECTION DETAIL 1 SCALE: 1 /2" = 1'-o• 1---1164 q REVIEYIED: p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: J..B AUGUST 2020 C 0 en 0 ::, .0 ..; ., o> ..., ·;: .0 E Q_ CX) N rri D N ..____ (0 D ..____ co D o> ;, ..., N r--- D I "' -z I N N 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z "-/ (/) "' (/) <( >-/ (/) w ~ ~ / D D m D (0 D ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 25 VALVE M08_069 - BAYSIDE VILLAGE MARINA PHASE 1PAULUS AS BUILTS - 5-16-23 WORK NOT DONE PER DIRECTION FROM CITY W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT VALVE M06_018 - NEWPORT BLVD SOUTH OF 28TH ST 26 PHASE 2PAULUS AS BUILTS - 5-16-23 I \ \ ~ 1 ~i..i 0: \ \ I \ \ \ \ I R/W \COM ------COM ------COM-----+-~COM----_---_ -I - ?A'·ss 24 ss 24 Ss ?4 $$ -G E E E E E --6"'1v-'-----+-----6"'W ------S"'W ------6"'W ------6"'W -------''i---S"'W ----B~-®----'--" g @ ® @ @ @ @ ® SL ~ ; ----~ -E ="'R"'/W="'~=H,,,IG'--H---'~TA~STREET LIGHT CONDUIT, -E-====='----~ DISCONNECT POWER BEFORE DIGGING. NEWPORT BLVD 2 "' CONS I RuCTION NOTES INSTALL 24" DIP, CL 52 INSTALL 24" BUTlERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 24" DI RESTRAINED COUPLING, SMITH BLAIR 471 OR APPROVED EQUAL INSTALL NEW SERVICE SADDLE, 2" COPPER TUBING, AND VALVES PER CITY OF NEWPORT BEACH DWG NO. STD-515-L AND RECONNECT EXISTING 2" COMBINATION AIR RELEASE VALVE INSTALL 24" FLANGE COUPLING ADAPlER, SMITH BLAIR 911 OR APPROVED EQUAL TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L TRENCH RESURFACING PER CITY OF NEVf'ORT BEACH DWG NO. STD-105-L-B. APPROXIMAlE SURFACE AREA TO BE REPLACED AS NOlED ON PLAN @ INSTALL VALVE ANCHOR. DIMENSIONS TO BE DElERMINED BY CONTRACTOR PER CITY OF NEVf'ORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOYttlSTREAM OF VALVE(S) TO BE REMOVED PER lECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOlE 8. DEMOLITION t-.10 I Ed (D REMOVE AND DISPOSE OF 8' x 8' x 7' ± RECTANGULAR VAULT STRUCTURE INCLUDING VAULT FLOOR. @ REMOVE AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMllED TO VALVES, MElERS. HANDWHEEL5, LADDER, FLANGES, AND CONCRElE PIPE SUPPORTS. REMOVE AND DISPOSE OF EXISTING ABOVE GROUND VAULT VENTS. PLUG EXISTING VENT PIPING WITH CONCRElE. NO I ES TO CONTRACTOR 3 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VENT PIPING, VAULTS, GUARD POST5, AND OTHER COMPONENTS HAVE UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRElE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRElE SIDEWALKS. CURB AND GUTlER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEVf'ORT BEACH STANDARDS. ALL EXPOSED CONCRElE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOYttl ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTlERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WAS1EWA1ER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFEClED WITH A BLEACH SOLUTION PRIOR TO ENlERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFEClED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. 9. CONTRACTOR TO PROVIDE DEWATERING SYSlEM PER lECHNICAL SPECIFICATION SECTION 31 23 19. 10. NO WORK SHALL BE PERFORMED IN THIS AREA UNTIL AFTER LABOR DAY. ETAI 1 1') ~ :r. \~ \ ~r-. ,,# cr:ftl. ,,,,.... ,,,,.... D jJ \ \ \ \ z 0 20 40 - - -H • 0 -I i,o -H 'h ;b -H 'h I in 18" MIN. EX. 24" DIP\_ PROlECT IN PLACE .~. EX. 24" DIP PROlECT IN PLACE EX. PCC SURFACE 3'-o" 1·-0· ~ 24" VALVE 1 -- == I I == 2 >---1----f I, · > 13 I .. , ..... ·:·:· .... . · . 8'-0"± EXISTING PIPE SECTION 61 APPROXIMAlE SURFACE AREA 18'-2" x 17'-2" REPLACE PCC IN KIND .' • .•• -''-1J===f]B;.;_;__;_.__~L.,_-----1' -1 - 3'-o" 1·-0· M 7"± (TYP.) 18" MIN. I / EX. 24" DIP PROlECT IN PLACE ~~ .... I i I I i •• - - -'-----H -~~p.-----------il-==lP.------I_ LLJ=!lli),,--~~.......,_~--,i===IJi,-,. - -jJ SCALE: 1" = 20' LEGEND D LIMITS OF EXISTING llEMS TO BE REMOVED LIMITS OF TRENCH EXCAVATION, BACKFILL AND BEDDING CAUTIONI HIGH VOLTAGE POWER LINES L _L -. . •-. -lr~u.-"'--"""."'.""'."'.'"""""'."""""'"'--t I • .. ·· •. t @,----+-I-· 1 : • '-------.. : _· ·-·. _ .. ;_· _·.. ·-. ·-·_. - 5'-3" 4 <J • . " <J <'.l <J " <J <J " a· 11·-2· 30'-4" <'.l " • .. · .. _··-.. _··•,'._··_•_._ - <J • " <J f----1164 <J . 5'-3" PROPOSED PIPE SECTION DETAIL 1 SCALE: 1/2" -1'-0" REVIEYIED: p s O M A s t---+-----+------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 C: 0 (/) 0 ::, .0 -Q) "' u ·;:: .0 E Q_ 0) N "' D N '--<D D '--CX) D "' 3: u CX) ~ D I <D D ::;; I ... N 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / D D 0) D <D D ~ w z N SHEET OF / ::;; W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 27 VALVE N07_094 - 15TH STREET AND IRVINE AVENUE PHASE 1PAULUS AS BUILTS - 5-16-23 INSTALLED PER PLAN R/W ,OM . "ss O"'SS R/W COM B"SS ------10"5S I 2l " 0 ' I 1,. 0 0 "' IRVINEAVE 30' TI II tt - a 60' . 30• I I II II'---~-~ II II II 42"SD 4 FINAL LOCATION TO BE DETERMINED BY NEWPORT BEACH 42''SD SEE DETAIL 1 THIS SHEET AND DETAIL 1 SHEET 28 ------10"5S b -ct 4"G co ,,, O' - II) ¥>N 'io ,,, R/W 42"5 -- b b It) CJ> 10 ·ss +Ii --- • ~ 111 1 II I II * II ,,,,---;:::======-s"ss --==__:===~s.,: .. :;.ss,----==1--==_:_::::::::.,s·~·ss 15TH ST ~I i' R/W 'io -------COM------COM 18' 20' 30' 30' I 60' ~ ' ~ I 'ft' "' 0: 'io 0: !!' 'io 0 20 40 - - CONS I RuCTION NOTES @ INSTALL 2" COMBINATION AIR RELEASE VAL~ ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-515-L @ OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VAL~(S) TO BE REMO~D PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLmON NO I ES (D REM~ AND DISPOSE OF 7' x 7' x 8'± SQUARE VAULT STRUCTURE. @ REMO~ AND SALVAGE ALL EXISllNG COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VAL~S, METERS, HANDWHEa5, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. NOTES TO CONTRACTOR - -SCALE: 1" = 20' 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD ~RIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. ~NT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HA~ UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMO~D EVEN WHEN NOT SHOWN. LEGEND EX. 30" CML & C STEEL P.~\ PROTECT IN PLA~ l 8'-2" 0----- • 10 .I 10 19'-6" -.. [18" VAL~ 1 m' I----+---+---< 2 I 111 .' 1·-0· 6'-6" (TYP.) 8'-6" 2·-10· EXISTING PLAN DETAIL 1 SCALE: 1/2" = 1'-0" 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPRO~MENTS. D LIMITS OF EXISllNG ITEMS TO BE REMO~D 4. EXISTING PA~MENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VAL~S TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFIECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFIECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. 9. NO WORK SHALL BE PERFORMED IN THIS AREA UNLESS SCHOOLS ARE NOT IN SESSION. REVIEYIED: p s O M A s t---+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 / EX. 30" CML & C STEa PIPE. PROTECT IN PLACE -. C 0 (/) 0 ::, .D ..; ID "' u ·;:: .D E Q. 0 I') ,.-; 0 N '-.. "' 0 '-.. IX) 0 "' ,. u "' "' 0 I " 0 z I I{) N 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z "-/ (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 "' 0 "' 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 28 VALVE N07_094 - 15TH STREET AND IRVINE AVENUE PHASE 1PAULUS AS BUILTS - 5-16-23 CD ® @ © @ COhS I RUCTION r,.o I ES INSTALL 30" CML &: C STEEL PIPE INSTALL 30" BUTTERFLY VALVE AND VALVE CAN PER CITY OF NEWPORT BEACH DWG NO. STD-511-L INSTALL 30" BUTT-STRAP PER DETAIL 1 ON SHEET 31 INSTALL 30" CML &: C STEEL 45" ELBOW INSTALL 2" COMBINATION AIR RELEASE VALi/£. ASSEMBLY PER CITY OF NEWPORT BEACH DWG NO. STD-515-L @ @) INSTALL BONDING WIRES OF NO. 4 AWG STRANDED COPPER WIRE WITH HMW/PE INSULATION PER THERMIC WELD TRENCH BEDDING AND BACKFILL PER CITY OF NEWPORT BEACH DWG NO. STD-106-L ® @ TRENCH RESURFACING PER CITY OF NEWPORT BEACH DWG NO. STD-105-L-B. APPROXIMATE SURFACE AREA TO BE REPLACED AS NOTED ON PLAN. INSTALL VALi/£. ANCHOR. DIMENSIONS TO BE DETERMINED BY CONTRACTOR PER CITY OF NEWPORT BEACH DWG NO. STD-510-L-C AND FIELD CONDITIONS @ INSTALL 30" FLANGE COUPLING ADAPTER, SMITH BLAIR 911 OR APPROVED EQUAL DEMOLmON NOTES 0 REMOVE AND DISPOSE OF 7' x 7' x 8'± SQUARE VAULT STRUCTURE. ® REMO\/£. AND SALVAGE ALL EXISTING COMPONENTS INSIDE OF VAULT, INCLUDING BUT NOT LIMITED TO VALVES, METERS, HANDWI-IEELS, LADDER, FLANGES, AND CONCRETE PIPE SUPPORTS. NO I ES TO CONTRACTOR 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. \/£.NT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HAI/£. UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMOVED EVEN WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR AD.llSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVEMENTS. 4. EXISTING PAVEMENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVES TO OPEN FULLY. 7. ALL PIPE AND FITTINGS TO BE RESTRAINED. 8. NO WORK SHALL BE PERFORMED IN THIS AREA UNLESS SCHOOLS ARE NOT IN SESSION. LEGEND D LIMITS OF EXISTING ITEMS TO BE REMOVED i L 7 LIMITS OF TRENCH EXCAVATION, BACKFILL _J AND BEDDING 0 2 4 - -- -SCALE: 1 /2" = 1' -+I 'lo .I 0, EX. -+I 'lo I in 30" M M> .> ...... .,. -., 18" MIN. I I I I I I I I I I I I I - \ CML &: C STEEL PIPE. J PROTECT IN PLACE 6" AC OVER 8" AGGREGATE BASE\ \ -~ MP M M> M> P-l> M> 10·-2· / / / // l/x, / / -r--~ ----- ' ,. 7'-10" 26'-6" " C ---M> """--"" _.., . -~ ' /[ fr-_\l'~. ,, '\ \, '" 1: .c~:1 -~J'='/ __ / • \ -- " \ ·• ' 2 . ---b I ~-: . -. ._ -----~ --- EXISTING SECTION I . '· .. · .· • ... -.· •·. I . . . . ... ·: .. · .. I , • • .· • • .. . . . . I.·.: . . . ·,-·,. --· . : . ·.:. . . . . . I • : • • • • • .. I ... ,·.· . . . 1 • • (PEi<WE) t ·• : ' -.. ' .. • •• ;.. ·-. I ·.· . -· ·• · • .. · 3 • - I .. ·.·•···.·. . . • . : .·.•••. I : . , . ,~ 61 APPROXIMATE SURFACE AREA 26'-6" x 11'-6" 6 ·. . - . {WEx':'E) . 1 • . <1. I ·· .... ·. -, • / ~ EX. 30" CML &: C STEEL PIPE.1'.. /, / • ~ "<' PROTECT IN PLACE • , /. / / /. \r _---;-_ L _• <1 <1 " • -·-._._··. _·._ ... _·,_ .. _·_, _··_ .. _ ~---- / <1 / '---./ 11·-1· 17'-7" 23'-6" PROPOSED SECTION DETAIL 1 SCALE: 1 /2" = 1 '-o• r EX. ASPHALT SURFACE I m ! > M M> > _.,. ...... .,. -MP M M -M ,:., ., ., ., I ., /, I 18" _, 4'-10· MIN. 18" VALVE I 11) I V +-----------., ---------, __ --- I ---' , __ _J (-7 ---- -1 C=:i / (=:i I ' -----\ ! -----------\~ - I 12" (TYP.) I . ,_, 30" CML &: C STEEL PIPE. ~ ~ I PROTEC TIN PLACE ,,-, I I I ------~ -----_J 6'-6" " <1 " . <1 1·-0· LOCATE VALVE OPERATOR THAN EX. A.C. SECTION. 2·-10· .... ···· I . . . I • 3 •.• : • . . . .· • • ... . . . .· ·.·.: •...•. •·.· : • 1 ~~~...;..l___:.;__-i==~,===-=i-'---··. ·.• •. -.. : ' +-I ~·~·I \ . . . . . . . ,. " • • . <7 <1 :-.• • " <1 <1 i---<164 Ll 5'-6" REVIEYIED: I I 1< L .-... -.·· ... t\V • : '. I \_ EX. 30" CML &: C STEEL PIPE. • • . • I PROTECT IN PLACE • ··1 . .- ··-· :I • i i . ••. -I p s O M A s t---+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DAlE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA "IE: JLB AUGUST 2020 C 0 (/) 0 ::, .D ...; ID "' "O ·;:: .D E Q. 0 "' ,.-; 0 N '--.. "' 0 '--.. CX) 0 "' ,. "O "' "' 0 I r---. 0 z I "' N 0 I ~ / (/) >-w w I ~ z 0 (/) w 0 _J <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 "' 0 "' 0 ~ w z N SHEET OF / ::;c W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 29 16TH STREET PUMP STATION - LOCATION MAP AND DEMOLITION PLAN PHASE 2 NOT INSTALLED AS OF 5-16-23 PAULUS AS BUILTS - 5-16-23 16TH ST. VAULT LOCATION~ CONS I RUCTION 1\10 I ES OPTIONAL BID ITEM: CONTRACTOR TO PROVIDE CCTV INSPECTION OF EXISTING PIPELINE 200' UPSTREAM AND DOWNSTREAM OF VAL~(S) TO BE REMO~D PER TECHNICAL SPECIFICATION SECTION 02950. SEE GENERAL NOTE 8. DEMOLITION NOTES © REMO~ AND SALVAGE EXISTING VAL~, FLEX COUPLING, AND PIPE SUPPORTS. @ REMO~ EXISTING 36" CML STEEL SPOOL NOTES TO CONTRACTOR SEE DETAIL 1 1. LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD ~RIFY DEPTHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. ~NT PIPING, VAULTS, GUARD POSTS, AND OTHER COMPONENTS HA~ UNKNOWN QUANTITY OF MASS CONCRETE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALL MASS CONCRETE SHALL SHALL BE REMO~D ~N WHEN NOT SHOWN. 3. ALL CONCRETE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO THE NEAREST TRANS~RSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/'IIEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WITH CITY OF NEWPORT BEACH STANDARDS. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPRO~MENTS. 4. EXISTING PA~MENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNTERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VAL~S TO OPEN FULLY. 7. CONTRACTOR TO PROVIDE DEWATERING SYSTEM PER TECHNICAL SPECIFICATION SECTION 31 23 19. 8. CCTV INSPECTION SHALL COMPLY WITH THE FOLLOWING: A. CAMERA FOR USE WITH POTABLE WATER ONLY. CAMERAS USED FOR WASTEWATER APPLICATIONS ARE NOT ALLOWED. B. CAMERA TO BE DISINFECTED WITH A BLEACH SOLUTION PRIOR TO ENTERING THE PIPELINE. C. PIPELINE MUST BE FLUSHED AND DISINFECTED PER AWWA AND CITY OF NEWPORT STANDARDS POST INSPECTION. 9. ALL PIPE AND FITTINGS TO BE RESTRAINED. 0 20 40 - -- -SCALE: 1 " = 20' MONROVIA A~.-- onv OF NEWPORT BEACH UTILITIES YARD LEGEND D LIMITS OF EXISTING ITEMS TO BE REMO~D CAUTIONI HIGH VOLTAGE POWER LINES PSOMAS 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. EX. 36" CML&:TW STEEL PIPE DATE EX. 4' x 6' STEEL ACCESS DOOR AND STEEL LADDER DESCRIPTION OF REVISIONS f ~ C 3'-0" 1·-0· -~ " " c C-------0" C-------0 c C-------0 c (,.,--::, -.-~1~-, 4 4 . ©-- EXISTING PLAN DETAIL 1 SCALE: 1/2" = 1'-0" REVIE~: MICHAEL J. SINACORI, RCE 46214 ASSISTANT CITY ENGINEER DESIGNED: DRAVtN: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 2'-6" / EX. 36" CML&:TW STEEL PIPE ~EX. 36" CML&:TW STEEL PIPE EX. 5' x 5' STEEL ACCESS DOOR SHEET C: Cl (/J 0 :, -" -Q) "' ,::, L -" E Q_ 0 "' "' 0 N '-<!) 0 '-00 0 "' 3 ,::, 0 DC <( >- ti) w F ::J F :::J I 00 N u I f-~ / ti) f-w w I ti) / z '-' ill w 0 _J <( z c;: / ti) " ti) <C f-/ ti) w g; <( ~ / 0 0 CJ) 0 <!) 0 ~ w z N OF / :::, W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT 30 16TH STREET PUMP STATION - VALVE REPLACEMENT PLAN AND SECTION PHASE 2 NOT INSTALLED AS OF 5-16-23 PAULUS AS BUILTS - 5-16-23 / 14•-o· w ,;/ > f\ .c_\ ,, '-' <7 ' . ' / ,~I ·C! . "-..' []I ~ID 3'-5" 3'-0" 1·-0· 2'-6" .. , EX. 36" CML&TW / SlEEL PIPE 6" 88 ~ --~ ~~ "" ···"'·· • ' . --....__ --/ \ / J • ' , / ~ --~ / ' ' . ' --....__ --....__ ·-·-. • !::Jrp: ,~:=.... / l_ __ ., (ag) 87 90 :::j 88 -,,,- "' ./ " "' ./ EX. 4' x 6' SlEEL ,'.I X ./ "' 87 ACCESS DOOR AND SlEEL LADDER F'/ "' • Al '- i '-I) / ="' ./ 89 "' ./ X ./ "' c'.,.! --./ "' / '-> r. I / C . < .. ·; . . . i_\ . . . ' I .--· ., I ' I w V '- PROPOSED PIPE PLAN DETAIL 1 SCALE: 1 /2" = 1 '-o• CONS I RuOTION NO I ES @ INSTALL 36" CML &: C STEEL PIPE @ INSTALL 36" BUTlERFLY VALVf. WllH HANDWI-IEEL @) INSTALL 36" FLEXIBLE COUPLING @ INSTALL ADJUSTABLE PIPE SUPPORT ASSEMBLY PER CITY OF NEWPORT BEACH STD-522-L DEMOLmON NOTES 0 REMOVf. AND SALVAGE EXISTING VALVf., FLEX COUPLING, AND PIPE SUPPORTS. ® REMOVf. EXISTING 36" CML SlEEL SPOOL NO I ES TO CONTRACTOR 1. LOCATION AND DEPlHS OF EXISTING UTILITIES SHOWN ARE APPROXIMAlE. CONTRACTOR SHALi. FIELD Vf.RIFY DEPlHS OF ALL CROSSING UTILITIES PRIOR TO START OF WORK. 2. VF.NT PIPING, VAULTS, GUARD POSTS, AND OlHER COMPONENTS HAVf. UNKNOWN QUANTITY OF MASS CONCRElE SUPPORT. CONTRACTOR TO DETERMINE LIMITS IN FIELD. ALI. MASS CONCRElE SHALi. SHALi. BE REMOVED EVf.N WI-IEN NOT SHOWN. 3. ALI. CONCRElE SIDEWALKS, CURB AND GUTTER, AND MEDIANS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AND SAWCUT TO lHE NEAREST TRANSVf.RSE SCORE MARK OR ADJUSTABLE CONTROL JOINT/WEAKENED PLAN JOINT AND REPLACED IN CONFORMANCE WllH CITY OF NEWPORT BEACH STANDARDS. ALI. EXPOSED CONCRElE SURFACES SHALi. CONFORM IN GRADE, COLOR AND FINISH AS ADJOINING IMPROVf.MENTS. 4. EXISTING PAVf.MENT SECTIONS AS SHOWN ON PLANS ARE BASED ON ORIGINAL AS-BUILT PLAN INFORMATION. ACTUAL CONDITIONS MAY VARY AND SHALL BE CONFIRMED BY CONTRACTOR. 5. IF PIPE JOINT ENCOUNlERED DURING CONSTRUCTION, CONTRACTOR TO ADJUST PIPE REPLACEMENT AS NECESSARY. 6. CONTRACTOR TO HOLD BACK MORTAR LINING ON SPOOLS TO ALLOW BUTTERFLY VALVf.S TO OPEN FULI.Y. 7. CONTRACTOR TO PROVIDE DEWAlERING SYSlEM PER lECHNICAL SPECIFICATION SECTION 31 23 19. 8. ALI. PIPE AND FITTINGS TO BE RESTRAINED. ,/ '- I --....__ / / --....__ --....__ / / --....__ I I I I ' '- / EX. 36" CML&TW SlEEL PIPE / I J " ' . ~II ,a /'._\ j ., / -~~-L,..-----EX. 5' x 5' SlEEL ACCESS DOOR --....__ '--....__ ' / / / • N I i,,i --....__ ~-,, • 0 I . -' • 0 I i<> • U) I i,,i /) I/ . . . ' • • • /I . ' I ' I / w \EX. 36" CML&TW SlEEL PIPE i <) ·- c'..' <! "---1 ,·;: ' - 0 2 4 - -- -SCALE: 1 /2" = 1' LEGEND D LIMITS OF EXISTING llEMS TO BE REMOVED CAUTIONI HIGH VOLTAGE POWER LINES EX. 36" CML&TW \ STEEL PIPE EX. 4' x 6' SlEEL\ ACCESS DOOR AND SlEEL LADDER .c wjl I I I I I I I I _U 71 I I I I I I I I I I 3'-6" EX. LIFTING EYE ABOVf. EACH BUTTERFLY VALVf. 3'-0" " a ' p ' a _, Li ©----0 <"l /~ ' w ACCESS DOOR ( EX. 5' x 5' STEEL /EX. SURFACE /1------r I I I I 1' ~ I I : I I • I I" I I I I I I I I , I I I I I I I lj I I I I 1 I I I I I I I I 1·-0· I I - I I .'.i •. /I "I EXISTING SECTION SCALE: 1 2 = 1 -0 29 REVIEYIED: p s O M A s t---t-----t------------------+-------<MICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: .LB AUGUST 2020 C: 0 (/) 0 :, r, _,_; (l) "' " ·c: r, E Q_ D r<) ,;-; D N ....__ <O D ....__ ro D "' ~ " N I 0 0:: -0: >- (/) w f---' f-- ::::, I CJ) N 0 I ~ / (/) f--w w I ~ z 0 (/) w 0 -' -0: z u... / (/) "' (/) -0: f--/ (/) w ~ ~ / D D CJ) D <O D ~ w z N SHEET OF / ::;c PIPE DETAILS 31 ℄ W-5387-S 39 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT WATER TRANSMISSION MAIN (PHASE II) C-7539-3 VALVE REPLACEMENT HARNESS ASSEMBLY TABLE PAULUS AS BUILTS - 5-16-23 1 1/2" Ml 5" SlEEL PLUG CEMENT MORTAR PLACED IN FIELD, 5" EXlRA HEAVY HALF COUPLING (THREADED) MIN. 3/8" THICKNESS 0----,;r---< TYP "t" MIN r---2"x4"x13 GA. W.W.M. EXISTING WELDED STEEL PIPE ·•·······•·• ,,,, ...... , .. , ..... . .... ' .. '.' ......... ' •.•.. '.' ...•... . ...... ' .... ' . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .......... .. . .. / .... . . . . . . . . . . . . . . . . . . . . . . . . . . ,,, ..•.. 2"x4"x13 GA. W.W.M. SEE NOlE 5 HANDHOLE DETAIL NOT TO SCALE CEMENT MORTAR PLACED IN FIELD, MIN. 1/2" THICKNESS ,----2"x4"x13 Ga. W.W.M. 2"x4"x13 Ga. W.W.M. CHIP MORTAR LINING AS REQUIRED FOR INSIDE WELD (TYP) ADDITIONAL REINFORCEMENT (TYP) 2" MIN 4" MAX (TYP} CEMENT MORTAR PLACED IN FIELD, MIN. 1/2" THICKNESS 1 112· MIN OUTSIDE WELD (&----T7--< WELD IN FIELD (TYP) "t" MIN EXISTING WELDED SlEEL PIPE •...... ·.-... •.• .. •. • .• _._. . ) -: . : • :·}-·:··::: ··:·:: :--: : • •. ,. _. _. ._._._. . .-.· . .-... .-. .-.-. .................. ····/·· ...................................... . CEMENT MORTAR LINING CEMENT MORTAR PLACED IN FIELD, MIN. 1/2" THICKNESS 2• MIN GAP VARIES 2· 3• 10" MIN MIN MIN INSIDE WELD WELD IN FIELD (TYP) "t" MIN TYPICAL SECTION NOT TO SCALE "t"= 0.25" MIN. PLATE THICKNESS NOTES FOR BUTT-STRAP JOINT: 1. BUTT-SlRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLAlE SHALL BE 1/4" THICK BY 1• WIDE) 2. 14-INCH MAXIMUM LENGTH OF BUTT-SlRAP FOR FIELD CLOSING SECTION. 3. TWO HANDHOLES ARE REQUIRED PER EACH BUTT-SlRAP JOINT; THE HANDHOLES SHALL BE LOCAlED 120' APART. SEE HANDHOLE DETAIL ABOVE. 4. PIPING WELDS MAY BE OUTSIDE WELDS OR INSIDE WELDS. 5. WELD PLUG TO COUPLING AND CEMENT MORTAR LINE OR COAT EXPOSED INTERIOR METAL SURFACES WITH 11 MILS (MIN) EPOXY COATING IN FIELD. 6. ALL WELD ROD TO BE 6010, 6012 OR APPROVED EQUAL. DETAIL 1 -BUTT-STRAP JOINT FOR WELDED STEEL PIPE NOT TO SCALE c ci cj ai FLANGE THICKNESS PIPE IO REMAIN ~---- OF CUT I PIPE TO BE REMOVED I -------'-< µ:._j3•~ TACK WELD TYP OF-,,_ 3 OR 4 PLACES _'\ ~---~i ~.+rrr ~---~ ~---- COIL BACK REMAINING'- CONNEClED WIRE _, --------'-< SEE SECTION "A" HEREON CEMENT MORTAR COATING BUTTSlRAP NEW PIPE BUTTSTRAP JOINT FOR CONCRETE CYLINDER PIPE 12" BUTTSlRAP MORTAR DIPER OVER BUTT SlRAP AND EXPOSED SlEEL PIPE WELDED WIRE FABRIC HELD 3/8" FROM SlEEL CYLINDER EXISTING CONCRElE CYLINDER PIPE TO REMAIN FIELD APPLIED MORTAR (WAlERPWG) NEW PIPE SHOP APPLIED MORTAR SEC I 1ON •A11 COP CONNECTION Bu I I STRAP SEQUENCE 1. DElERMINE LENGTH "L" OF PIPE TO BE REMOVED AND MARK ON PIPE . 2. CAREFULLY CHIP OFF THE COATING 9-INCHES FROM THE MARKED POINT OF THE PIPE TO REMAIN; THEN CHIP OFF THE COATING OF THE PORTION OF THE PIPE TO BE REMOVED 3-INCHES FROM THE MARKED POINT. 3. 4. 5. 6. MARK THE CUT LOCATION OF THE EXPOSED WIRE WRAPPED CYLINDER. TACK WELD EXPOSED WIRE (BARS) ALONG A HORIZONTAL LINE ON 3 OR 4 CIRCUMFERENTIAL WRAPS OF THE PIPE TO REMAIN 6-INCHES IN FROM THE CUT MARK. • CUT CYLINDER AND WIRE WRAP ALONG MARK AND REMOVE PIPE AND ANY WIRE NOT STILL CONNEClED TO THE REMAINING CYLINDER WRAP. COIL BACK PORTION OF UN-TACKED WIRE PIPE. 7. PLACE NEW CONNECTING PIPE AND INSTALL BOTTOM HALF OF 12-INCH BUTTSlRAP AND WELD. 8. MORTAR LINE THE INSIDE BOTTOM OF THE BUTTSlRAP PER SPECS AND AS INDICAlED HEREON. 9. PLACE THE TOP HALF OF THE BUTTSlRAP ON THE PIPE AND WELD. 10. MORTAR LINE THE TOP HALF OF THE Bl.I I ISlRAP PER SPECS AND AS INDICAlED HEREON. 11. PULL TAUGHT THE REMAINING WIRE WRAP (SlEP 6) BACK TO WITHIN 1" OF BUTTSlRAP OVERLAP AND TACK WELD. •• 12. PLACE CEMENT MORTAR COATING OVER BUTTSlRAP AND EXPOSED WIRE WRAPPED CYLINDER IN ACCORDANCE WITH AWWA C303 USING 2x4x13 GA WELDED WIRE FABRIC HELD 3/8" FROM THE SlEEL CYLINDER. • THE CITY INSPECTOR SHALL MONITOR AND CONFIRM NO DAMAGE IS MADE TO OTHER RODS DURING THE TACK WELDING PROCESS. DETAIL 2 -BUTT-STRAP JOINT FOR CONCF1E IE CYLINDER PIPE NOT TO SCALE TO BE DETERMINED IN FIELD NEW FLANGE REUSE EX. SLEEVE COUPLING CONNECT TO NEW PIPE -b, REUSE EX. FLANGE i lw I lJJ !!:: 11 c., Q. z LJ.. ~~ .. 11 .c c· .o 11 1/EX. PIPE -'- - -=Ill - -Lr NEW PIPE NOTE FOR HARNESS ASSEMBLY: 1. 801.. TS TO SlRADDLE i OF PIPE APPLY 1 • OF GUN GRADE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP EXlERIOR BASEMENT -~ •• POLYETHYLENE OR POLYURETHANE ROPE TYPE FILLER (TYP) ... , • APPLY PSI KB EPOXY RESIN ON INlERIOR OF CORED HOLE ELASTIC SEAL ELEMENT LINK SEAL LS MODEL L5-650-c38 ( 48" PIPE) L5-650-c28 (30" PIPE) INlERIOR BASEMENT ---EX. WALL NOMINAL HARNESS FLANGE NUMBER AND 12· PIPE SIZE NO. lHICKNESS I.D. O.D. DIAM. OF BOLTS B.C. 30" 2 2 3/8" 31.74" 45• 6-1 1/8" 41 3/4" AND 1 1/2" 48" 4 1 1/2" 48.75" 61 1/2" 8-1 1/4" 58" DETAIL 3 -HARNESS ASSEMBLY NOT TO SCALE NOTE FOR WALL PENETRATION: 1. CONlRACTOR TO FIELD VERIFY PIPE O.D.'S PRIOR TO ORDERING LINK SEAL AND CORE DRIWNG WALL. DETAIL 4 -WALL PENETRATION DETAIL NOT TO SCALE REVIEYIED: p s O M A s t---+-----+-------------------+------IMICHAEL J. SINACORI, RCE 46214 3 Hutton Centre Drive Suite 200 Santa Ana, CA (714) 751-7373 Fax (714) 545-8883 NO. DATE DESCRIPTION OF REVISIONS ASSISTANT CITY ENGINEER DESIGNED: DRAVt111: NEB CADD APPROVED CHECKED: DA TE: JLB AUGUST 2020 SHEET OF C 0 CJ) 0 ::, .0 ..., Q) "' " ·.:: .0 E Cl. ~ ,,., ,;.; 0 ~ co 0 '-00 0 "' " " ui ....I <( >-w 0 (/) z 0 F u w z z 0 u I r--- N u I ~ / (/) >-w w I ~ z 0 (/) w 0 ....I <( z u... / (/) "' (/) <( >-/ (/) w ~ ~ / 0 0 m 0 co 0 ~ w z N / ::;c