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HomeMy WebLinkAboutW_5346_SCITY OF COSTA MESA JOHN WAYNE AIRPORT UPPER NEWPORT BAY ' CITY OF 4p IRIIINE ~ PUBLIC WORKS DEPARTMENT .... ,___ PROJECT LOCATION VICINITY MAP NOT TO SCALE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL 0£FEND, INDEMNIFY ANO HOLD CITY OF NEYtPORT BEACH, ANO lETRA lECH, INC., ITS EMPLO'VEES. OFFICERS, OR AGENTs. HARMLESS AGAINST ANY ANO A1.L Cl.AIMS BY ANY PARTIES ARISING FROM, OR REI..AlEO TO, ANY ANO A1.L DAMAGES. INCLUOING LEGAL COSTS ANO ATTORNEY'S FEES. RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND AI.L IN.l.JRIES \\fflCH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATIONS AS DEFINED IN GO\lfBNNfNT cQQ£ 4216.1(J), \\fflCH IS UNFORESEEN ANO DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCA lEO, EXCEPTING ONl Y THE GROSS NEGLIGENCE OR WIUFUL MISCONDUCT Of ENGINEER IN PROVIDING ITS SER'M:ES. INDEMNIFICATION BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES ANO AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS CITY OF NEWPORT BEACH, TETRA lECH, INC. (HEREINAFTER ENGINEER}, THEIR PARENT ANO SUBSIDIARY COMPANIES. AGENTs. EMPLO'VEES, CONSULTANTS ANO REPRESENTATI\'ES fOR ANY AND AI.L DAMAGE TO PERSONS OR PROPERTY OR WRONGfUl DEATH REGARDLESS OF ¥A-IETHER OR NOT SUCH Cl.AIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN 'M-IOlE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CITY OF NEWPORT BEACH, ENGINEER, THEIR PARENT ANO SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS ANO EMPLOYEEs. EXCEPTING ONLY THE SOLE NEGLIGENCE OF CITY OF NEYIPORT BEACH, ENGINEER, THEIR PARENT ANO SUBSIDIARY COMPANIES AND THEIR AGENTS ANO EMPLO'YEES TO THE F\JLLEST EXTENT PERMITlEO BY LAW. SUCH INDEMNIACA 110N SHALL EXTEND TO All CLAIMS. DEMANDS, ACTIONS, OR LIABILITY fOR INJURIES. DEA TH OR DAMAGES OCCURRING AFTER COMPLETION Of PR0.ECT, AS WEU.. AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPUSH THE ABOVE AT. ITS OWN COST, EXPENSE ANO RISI( EXCLUSIVE OF ANO REGARDLESS Of ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. DISCLAIMER THESE DOCUMENTS HAVE BEEN PREPARED fOR A SPECIAC PR0.ECT AND SHALL NEITHER BE Al lEREO NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF 1HESE DOCUMENTS ARE ALIEREO INTENTIONALLY OR UNINTENTIONAi.LY, OR REUSED WllMOUT THE DESIGN ENGINEER'S WRITTEN APPROVAi... IT Will BE AT THE SOLE RISK ANO RESPONSIBIUTY Of THE USER. THE ACT Of Al TERING OR REUSING IS CONSTRUED AS INOEMNlf't1NG AND HOLDING THE DESIGN ENGINEERING ARM AND ITS EMPLOYEES HARMLESS FROM All CLAIMS, DAMAGEs, ANO EXPENSES, INCLUDING ATTORNEY FEES. ARISING OUT Of SUCH ACT. NOTICE TO CONTRACTOR CONTRACTOR SHALL VERIFY AI.L CONDITIONS AND Ollo!ENSIONS ANO SHALL REPORT All DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT Of WORK. CONTRACTOR AGREES lHAT HE $HALL ASSUME SOLE AND COMPLE1E RESPONSIBIUTY FOR .1>8 SllE CONDITIONS OtJRlNG THE COURSE Of CONS1RUC1lON OF THIS PR0.ECT, INCLUDING SAfETY Of .ALL PERSONS ANO PROPERTY, lHAT THIS REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE UMllEO TO NORMAL WORKING H0URs. ANO lHAT THE CONTRACTOR 'SHAll OEfEND, INDEMNIFY ANO HOLD THE OWNER, 1HE ENGINEER; THEIR PARENT AND SUBSIDIARY COMPANIES. AS WELL AS THEIR AGENTS ANO EMPLOYEES HARMLESS FROM ANY ANO All UABIUTY, REAL OR ALLEGED, IN CONNEC1JON WITH THE PERFORMANCE OF WORK ON THIS PRO.ECT, EXCEPTING fOR LIABILITY ARISING FROM SOLE N£GLIGENCE Of CITY Of NEYtPORT BEACH, ENGINEER, ANO THEIR PARENT AND SUBSIDIARY COMPANIES. AS WEU AS THEIR AGENlS AND EMPL0'1iES. PURSUANT TO CAllfORNIA CODE OF REGULATIONs, TITLE 8, SECTION 341, NO EXCAVATION PERMIT IS VALID UNLESS THE FOU.OWING IS PERFORMED: UNDERGROUND SERVICE ALERT HAS BEEN CONTAClEO ANO HAS PROVIDED INQUIRY 1.0. NUMBER: NEWPORT BOULEVARD ' ' WATER MAIN REPLACEMENT VIA OPORTO TO 28TH STREET AND 26TH STREET TO 19TH STREET CONTRACT NO. 5481 -5[)&¢0:?. 1atlP DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR DATE: DATE: SHEET INDEX SHT# SHEET TITLE G-001 TITLE SHEET, VICINITY MAP, LOCATION MAP, ANO SHEET INDEX G-002 GENERAL NOTES AND CONSTRUCTION NOTES G-003 ABBREVIATIONS, LEGEND, CONTACT INFORMATION, LIST OF STANDARD DRAWINGS ANO TRAFFIC CONTROL CONCEPTS C-001 HORIZONTAL CONTROL PLAN ANO SHEET INDEX· VIA OPORTO TO 28TH STREET C-002 HORIZONTAL CONTROL PLAN ANO SHEET INDEX· 26TH STREET TO 19TH STREET C-003 TYPICAL SECTIONS C-101 PLAN ANO PROFILE -CENTRAL AVENUE/ NEWPORT BLVO -STA 10+16± TO STA 19+00.00 C-102 PLAN ANO PROFILE· NEWPORT BLVD· STA 19+00.00 TO STA 27+50.00 C-103 PLAN ANO PROFILE· NEWPORT BLVD· STA 27+50.00 TO STA 36+42± C-104 PLAN ANO PROFILE· FINLEY AVENUE ANO ALLEY C-105 PLAN ANO PROFILE· 32ND STREET STA 75+00.00 TO STA 78+11± C-106 PLAN AND PROFILE -28TH/29TH STREET ALLEY STA 80+02.32 TO STA 84+00:t C-107 PLAN AND PROFILE· NEWPORT BLVD STA 50+00.00 TO 58+00.00 C-108 PLAN ANO PROFILE· NEWPORT BLVO STA 58+00.00 TO 67+61± C-109 PLAN ANO PROFILE· SANITARY SEWER NEWPORT BLVD 0-101 CONNECTION DETAILS 0-102 CONNECTION DETAILS 0-103 CONNECTION DETAILS 0-104 CONNECTION DETAILS 0-105 TYPICAL LATERAL DETAILS 0-106 PIPE DETAILS D-107 MISCELLANEOUS DETAILS 0-108 LATERAL PROFILES D-109 STEEL PIPE DETAILS 0-110 MISCELLANEOUS CONNECTIONS D-111 CORROSION CONTROL SITE PLAN 0-112 CORROSION CONTROL DETAILS RECORD DRAWINGS These Record Drawings have been pr~pored bq;reQ on information su~mitt~d. in port, by others. While thls informotfon is believed to be reHobl-e, City of Newport Beach is not responsIDle. for its accuracy; nor for errors or omissions which may hove been incorpQroted into the,se plons os o result. • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 GENERAL NOTES AND CONSTRUCTION NOTES W-5346-S G-002 GENERAL NOTES CONSTRUCTION NOTES 03/30/2015 03/30/2015 1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF 32. IN THE EVENT THAT EXISTING TRAFFIC STRIPING, CROSSWALK STRIPING OR STENCILING IS OBLITERATED OR THE THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS. DESIGN CRITERIA. STANDARD EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS AND CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE CITY OF NEWPORT BEACH REQUIREMENTS. THESE SPECIFICATIONS. REMOVED STRIPING SHALL BE REPLACED IMMEDIATELY (WITHIN ONE CALENDAR DAY) WITH TEMPORARY STRIPING. PERMANENT RE-STRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH 48 HOURS IN ADVANCE OF RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. CROSSWALKS FOR THE ENTIRE INTERSECTION WILL NEED PERFORMING ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3311. TO BE RESTRIPED IF ANY PORTIONS OF THE EXISTING CROSSWALK IS ALTERED BY THE WORK. 3. THE EXISTENCE AND LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE 33. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. THE CONTRACTOR TIMES AND TO THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. CONTRACTOR TO DAMAGE TO THOSE LINES OR STRUCTURES. CLEAN STREET WITH SWEEPER PRIOR TO END OF EACH WORK DAY AS A MINIMUM. 4. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY 34. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR CONSTRUCTION WORKS HOURS. EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 35. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, 5. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY. PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 36. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR 6. FOR STEEL PIPE, THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO HE CAN OPEN UP ALL TRAVEL LANES TO UTILITIES AND POINTS OF CONNECTION PRIOR TO SUBMITTAL OF PIPE LAYING DIAGRAMS. FOR PVC PIPE, THE TRAFFIC. SEE SPECIFICATIONS FOR STEEL PLATE REQUIREMENTS. STEEL PLATES WITHIN TRAVEL LANES SHALL BE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF EXISTING CROSSING AND LIMITED TO 200 FEET. PARALLEL UNDERGROUND UTILITIES AND POINTS OF CONNECTION AT LEAST THREE WEEKS OR 1,500 FEET, WHICHEVER IS GREATER, IN ADVANCE OF PIPELINE CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL EXPOSE 37. THE CONTRACTOR SHALL FULLY ENCASE ALL COPPER PIPE (E.G. SERVICES, AIR/VACS ETC.) WITH CLEAN SAND ALL UTILITIES AND SERVICES AT LEAST 200 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION (SE30 MIN) 6" MIN AROUND THE PIPE. OPERATIONS. 38. PIPELINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS TO THE MINIMUM TEST 7. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL PRESSURE INDICATED BELOW: MINIMUM TEST PRESSURE -225 psi AND THE DURATION OF THE TEST SHALL BE A CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. MINIMUM OF FOUR (4) HOURS. 8. CONSTRUCTION WORK HOURS SHALL BE 7: 00 AM TO 4: 30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, 39. ALL SURPLUS MATERIAL REMOVED, INCLUDING EXCAVATED MATERIALS WHICH ARE NOT SUITABLE FOR USE IN THIS ~4 EXCEPT AS SPECIFIED WITHIN THE PROJECT SPECIFICATIONS. LANE CLOSURES WILL NOT BE ALLOWED DURING THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB 1eJ SUMMER AS SPECIFIED WITHIN THE PROJECT SPECIFICATIONS. SITE IN A MANNER AND AT LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 9. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 40. THE CONTRACTOR SHALL CONFINE ALL OF HIS ACTIVITIES TO THE AREAS WITHIN THE EXISTING STREET @ RIGHT-OF-WAY SHOWN IN THESE PLANS UNLESS HE OBTAINS WRITTEN CONSENT FROM THE PROPERTY OWNER. r,;;;._ 10. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL CONTRACTOR IS RESPONSIBLE FOR OBTAINING TEMPORARY STORAGE AREA. ~ BOARD. CONTRACTOR WILL BE REQUIRED TO OBTAIN A NPDES PERMIT AND COMPLY WITH ALL REQUIREMENTS FOR t,;:;.. ANY DISCHARGE OF GROUNDWATER, DEWATERING OR SURFACE DRAINAGE DISCHARGE TO A STORM DRAIN FACILITY. 41. SHUT DOWN OF EXISTING LINES TO FACILITATE CONNECTION TO EXISTING FACILITIES SHALL BE COORDINATED WITH @ THE CITY OF NEWPORT BEACH. 11. WORK SHOWN OR INDICATED ON THESE PLANS, OR CALLED FOR ON THE SPECIFICATIONS, BUT NOT INCLUDED AS @ PAY QUANTITY ITEMS SHALL BE CONSIDERED INCIDENTAL WORK -COST OF WHICH SHALL BE INCLUDED IN THE 42. ALL CONSTRUCTION SURVEYS FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT HIS EXPENSE. CONTRACTOR'S BID FOR PAY QUANTITY ITEMS. SURVEY POINTS DESTROYED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE OR FAILURE TO PROVIDE PROPER '2g' PROTECTION, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 'el 12. BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE '30' REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER 31, 43. THE CONTRACTOR IS TO MAINTAIN AND PROVIDE THE CITY OF NEWPORT BEACH WITH A "RECORD" SET OF AS ~ 1981 OR A LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FILED AS REQUIRED BY BUILT DRAWINGS AT THE COMPLETION OF ALL WORK PER THE PLANS AND SPECIFICATIONS. @Y THE LAND SURVEYOR'S ACTS. PRIOR TO COMMENCEMENT OF WORK, ALL SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE LOCATED AND TIED OUT BY THE CONTRACTOR. ALL CENTERLINE MONUMENTS OR TIES LOST OR 44. GAS, WATER AND SEWER SERVICES ARE SHOWN APPROXIMATELY. NO PLANS WERE AVAILABLE. HOWEVER, THE @ DESTROYED BY THIS WORK SHALL BE REPLACED AND NEW TIE SHEETS PROVIDED. METHOD OF ESTABLISHMENT PLANS DO N.QI. NECESSARILY REFLECT ALL OF THE GAS, WATER AND SEWER SERVICES. THE CONTRACTOR SHALL ~ SHALL BE STATED ON THE TIE SHEET. TIE SHEETS SHALL BE PREPARED AND STAMPED BY A LICENSED ENGINEER FIELD VERIFY LOCATION OF ALL GAS, WATER AND SEWER SERVICE LOCATIONS AND PROTECT IN PLACE. ~ CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) CONSTRUCT 24" DUCTILE IRON PIPE PRESSURE CLASS 250 (FLG X PE) CONSTRUCT JOINTS CONSTRUCT 16" DUCTILE IRON PIPE PRESSURE CLASS 250 WITH RESTRAINED 16" DI SPOOL (CL 53) CONSTRUCT 16" PVC DR 18 CL 235 AWWA C-905 CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 CONSTRUCT 20" CML&TW STEEL PIPE (1/4" MIN. THK) 20" STEEL 45 DEGREE BEND INSTALL 8" x 6" DI ECC REDUCER (MJ) (FLAT ON TOP) INSTALL 24" X 20" STEEL REDUCER INSTALL 12" RW GATE VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 24" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB sm DWGS STD-511-L AND STD-510-L-C INSTALL 16" BUTTERFLY VALVE (MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 16" BUTTERFLY VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C WITH VALVE EXTENSION PER DETAIL 3 ON SHT D-107 INSTALL 20" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB sm DWGS STD-511-L AND STD-510-L-C INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB sm DWGS STD-511-L AND STD-510-6-L-C INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG STD-500-L INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB sm DWGS STD-511-L AND STD 510-6-L-C INSTALL 8" RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD=510-6-L-C CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 5 ON SHT D-106 INSTALL 6" DI 11.25 DEGREE BEND INSTALL INSTALL 16" LONG BODY MECHANICAL JOINT COUPLING W/ 16" X 16" X 8" DI TEE (FLG) RETAINER GLANDS OR SURVEYOR AND SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH PRIOR TO CONSTRUCTION. /;w INSTALL 6, X 6 .. X 6 ° DI TEE (MJ) 45. ALL APPROACHES TO PRIVATE DRIVEWAYS, DRIVEWAYS AND INTERSECTING STREETS SHALL BE KEPT OPEN TO ":!:JI 13. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS AT ALL STREET CROSSING. TRAFFIC AT ALL TIMES. THE CITY OF NEWPORT BEACH SHALL INFORM ALL PROPERTY OWNERS OR BUSINESSES A '35' INSTALL 12" X 8" DI TEE (FLG X FLG X MJ) MINIMUM OF ONE WEEK PRIOR TO ANY CONSTRUCTION THAT WILL IMPEDE THE NORMAL ACCESS TO THEIR 1/::;/ 14. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE DRIVEWAYS. THE CONTRACTOR SHALL NOTIFY THE CITY A MINIMUM OFF TWO WEEKS OF AFFECTED PROPERTY @ INSTALL 12" X 12" X 4• DI TEE (MJ X FLG) CLOSURES WITHIN THEIR JURISDICTIONAL AREA. OWNERS OR BUSINESSES THAT REQUIRE NOTIFICATION. ® INSTALL 4" RW GATE VALVE (FLG X MJ) AND BOX 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY 46. DISRUPTED OR DAMAGED STREET LIGHTING SYSTEMS SHALL BE REPAIRED OR REPLACED TO CITY STANDARDS. STD-511-L AND STD-510-6-L-C. PER CNB sm DWGS COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION DAMAGED STREET LIGHT CONDUIT OR CABLE SHALL BE REPLACED FROM POLE TO POLE (NO SPLICING WILL BE @ CONSTRUCT 4" PVC DR 14 CL 305 AWWA C-900 ACTIVITIES AT (800) 227-2600. ALLOWED). @ INSTALL 12" X 12" X 8" DI TEE (FLG) 16. STATIONS, COORDINATES, AND RADII REFER TO THE CENTERLINE OF THE PIPE. STREET STATIONING REFERS TO 47. ALL BURIED D.I. PIPE, VALVES, FITTINGS, ETC. SHALL BE WRAPPED IN TWO LAYERS OF POLYETHYLENE PER THE r.;::.. CENTERLINE OF STREET. STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. PROJECT SPECIFICATIONS. ~ INSTALL 6" OUTLET PER DTL 7 ON SHT D-109 @) INSTALL 1" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L INSTALL 2" SERVICE AND CONNECT TO EXISTING SERVICE PER CNB STD DWG STD-503-L, SADDLE SHALL BE FORD 202BS INSTALL 1" SERVICE AND CONNECT TO EXISTING SERVICE PER CNB STD DWG STD-502-L, SADDLE SHALL BE FORD 202BS INSTALL TEST BULK HEAD PER DETAIL DETAIL 4 ON SHT D-106 CONSTRUCT 6" HOT TAP OF EXISTING 6" ACP PER CNB STD DWG STD-507-L ANCHOR BLOCK PER DETAIL 1 ON SHT D-107 LATERAL CROSSING PER DETAIL 1 ON SHT D-105 CONSTRUCT SERVICE LATERAL, RECONNECT PER DETAIL 6 ON SHT D-106 INSTALL TEST BULK HEAD PER DTL 7 ON SHT D-109 INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS INSTALL COPPER TUBING TYPE "K" -1" SOFT/ 2" HARD FURNISH AND INSTALL NEW METER BOX FURNISH AND INSTALL NEW CUSTOMER VALVE (REPLACE IN KIND) CONSTRUCT CUT IN VALVE -8"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND SID-510-L-C PER DETAIL 6 ON SHT D-101 CONSTRUCT CUT IN VALVE -6"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND SID-510-L-C PER DETAIL 6 ON SHT D-101 CONNECT TO EXIST METER. INSTALL NEW ANGLE METER OR CURB STOP (REPLACE EXIST IN-KIND) REMOVE INTERFERING PORTION OF PIPE (§) INSTALL 1 6" X 8" DI ECC REDUCER (MJ) (FLAT ON TOP) @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @ REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ REMOVE AND DISPOSE EXISTING FIRE HYDRANT @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION @ TRENCH SECTION PER DETAIL 2 ON SHT D-106 @ CONSTRUCT 20" BUTTSTRAP PER DTL 3 ON SHT D-109 @ INSTALL 6" DI 22.5' BEND @ TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS @ FLANGED BY MECHANICAL JOINT COUPLING ADAPTER (iog CONSTRUCT 8" SEWER MAIN {VCP) IN SAME ALIGNMENT :>-c 10 ~ SEWER LATERAL CONNECTION PER CNB sm DWG STD-405-L :>-c ( o;~ REMOVE AND DISPOSE EXISTING SEWER MAIN (VCP) >-< ( 04 CONSTRUCT CLEANOUT PER CNB STD DWG 400-L >-< ( O! 1 CONSTRUCT 1 O" SEWER MAIN (VCP) IN SAME ALIGNMENT >-< 1011 RELOCATE SEWER LATERAL PER DETAIL 4 ON SHT D-107 >-c ( 0 I INSTALL 24" STEEL 45' BEND >-c 1 O! 1 INSTALL 24" STEEL 22.5' BEND 109 INSTALL 24" STEEL 11.25' BEND 11 ~ CUT AND PLUG PER DETAIL 3 ON SHT D-106 DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. @ 41 INSTALL 12" X 12" DI TEE {FLG X FLG X MJ) 48. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS OR STORM DRAIN CHANNELS. ] 111 REMOVE AND SALVAGE/DISPOSE EXISTING FIRE HYDRANT AND FIRE HYDRANT 17. WATER MAINS SHALL HAVE A 42" MINIMUM DEPTH OF COVER IN UNPAVED AREAS AND 36" MINIMUM DEPTH OF ALL EXCESS EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL t.iz' INSTALL 12 .. OUTLET PER DTL 7 ON SHT D-109 >. e @ LATERAL COVER IN PAVED AREAS UNLESS OTHERWISE NOTED ON PLANS. FOR DEPTH OF COVER LESS THAN 30-INCHES, MANNER BY THE CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND ~ .o..., 0 1 CONSTRUCT BURIED INSULATING FLANGE PER DETAIL 3 ON SHT D-112 AND DUCTILE IRON PIPE SHALL BE INSTALLED. PVC PIPE SHALL NOT BE INSTALLED WITH LESS THAN 30-INCHES OF AVOID PONDING AND SHALL BE RESTORED TO NEAR NATURAL OR PRE-CONSTRUCTION CONDITIONS. '43' INSTALL 8" OUTLET PER DTL 7 ON SHT D-109 t'. g ~ INSULATING FLANGE TEST STATION PER DETAIL 6 ON SHT D-112 ~-~ @ 49. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER @ INSTALL 16" X 16" X 12" DI TEE (MJ X FLG) [.!!!_~ 1 CONSTRUCT ANODE PER DETAIL 2 ON SHT D-111 AND ANODE TEST STATION PER 18. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH SID-106-L, THE TRENCH DETAIL ON THESE WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES. .!:-Uc: ~ DETAIL 5 ON SHT D-112 PLANS AND THESE SPECIFICATIONS. @ INSTALL 16" X 16" X 8" DI TEE (MJ X FLG) • g :!l ( 1!~ CONSTRUCT 12" DI 11.25 DEGREE BEND 50. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN UNANTICIPATED STORM DOES NOT C-A ] ai .o :>-c 19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, BOLTS AND CARRY WASTES OR POLLUTANTS OFF THE SITE. SUCH "DISCHARGES" OF MATERIAL OTHER THAN STORM WATER @ INSTALL 16" X 16" X 6" DI TEE (MJ X FLG) ;t'. ~ ( 1 ~ INSTALL 6" PVC HIGH DEFLECTION COUPLING WASHERS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. ALL SURFACES SHALL BE ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND C-;,.47 INSTALL 8" X 8" X 6" DI TEE ("J X FLG) E g_ 0 ,~~ WRAPPED WITH WAX TAPE PER DETAIL 1 ON SHEET D-111. SEE SPECIFICATION SECTION 209-6. BOND ALL BURIED WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR ~ M -g "'~ 1 1 1 REMOVE AND DISPOSE VALVE BOX PER PROJECT SPECIFICATION AND CONSTRUCT NON-INSULATING MECHANICAL PIPE CONNECTIONS {I.E. COUPLINGS, FLANGES, VALVES, ETC) PER DETAIL 1 ON THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A @ INSTALL 8" X 8" X 6" DI TEE (FLG) ., ~ 0 ;::: PLUG AND THRUST BLOCK AT EXIST VALUE END. SHEET D-111. QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. MATERIALS WHICH MAY HAVE r.;::.. (J) -~ 'a E ~ 1EI CONSTRUCT 8" HOT TAP OF EXISTING 8" DIP PER CNB STD DWG STD-507-L EFFECTS OF POLLUTION INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM @ INSTALL 16" X 16" X 6" DI TEE (MJ) rn oE ..... >._~ i19I CONSTRUCT CONNECTION TO 8 • FIRE MAIN PER DTL 1 ON SHT D-110 20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS AND JOINING PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ~ '-' - HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR ~ INSTALL 16" X 16" DI TEE (FLG X FLG X MJ) ~ ~~: (~~ CONSTRUCT 6• HOT TAP OF EXISTING 6 .. DIP PER CNB STD DWG STD_507_L RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE '5'i' INSTALL 8 .. X 6 .. DI ECC REDUCER (FLG X MJ) (FLAT ON TOP) > ·-.o 5 :>-c WASHERS. ALL SURFACES SHALL BE WRAPPED WITH WAX TAPE PER DETAIL 1 ON SHEET D-111. DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL ~ > c: 0·1n 121 CONSTRUCT TEST BULKHEAD {WITH VALVE BOX -PERMANENT) PER DTL 4 ON SHT DEGREASING, AND SUPER CH LORINA TED WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH @ <( ~ -~ -~ @ D-106 21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ONSITE PHYSICALLY SEPARATED ~53 0::: g:.o., o 2 INSTALL 6"RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND 11::;1 0 _g O 5 STD-5 lO-L-C FEDERAL REQUIREMENTS. Q Q 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, ~ 0 -o..., ., i(!::J INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG STD-500-L "MODIFIED" - MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL 51. ACCESS TO DRIVEWAYS ADJACENT TO THE CONSTRUCTION WORK ZONE SHALL BE MAINTAINED AT ALL TIMES IF AT '55' C::: ~] e REMOVE AND DISPOSE EXISTING FIRE HYDRANT BURY AND CONSTRUCT NEW DI FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE ALL POSSIBLE. ADDITIONAL CONES OR DELINEATORS MAY BE REQUIRED TO DELINEATE THE DRIVEWAY ACCESS g Q [;}.!!! ti; ~ HYDRANT BURY AND RE-INSTALL EXISTING BREAKABLE SPOOL AND HYDRANT. WITH THE APPROPRIATE SPECIFICATIONS. ROUTE THROUGH THE CONSTRUCTION WORK ZONE. A MINIMUM OF ONE TRAVEL LANE SHALL BE MAINTAINED ~ (.) 5.] ... a ~:.!'\I INSTALL 16" DI 45 DEGREE BEND (FLG) ACROSS THE DRIVEWAYS UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY OF NEWPORT BEACH. hril W c: ., >-c 23. RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE ~ :R ·-5 ( 2 ~ INSTALL 16" X 16" X 6" DI TEE (FLG) MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS. 52. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN TRENCHING IN CLOSE PROXIMITY TO OTHER UTILITIES. 0::: .o c: c: >< ANY SIGN OF DEGRADATION OF THE TRENCH WALL INTEGRITY WILL NOT BE TOLERATED AND WILL FORCE THE @ .,:3 ,::,---' ( 2 ~ INSTALL 12" DI 11.25 DEGREE BEND INSTALL 16" X 16" X 8" DI TEE (FLG X FLG X MJ) INSTALL , 6" DI 45 DEGREE BEND INSTALL 16" DI 22.5 DEGREE BEND INSTALL , 6" DI 11.25 DEGREE BEND INSTALL 12" DI 90 DEGREE BEND INSTALL 12" DI 45 DEGREE BEND INSTALL 12" DI 22.5 DEGREE BEND C: 0 ., C: .c .Q, ., E 0 0 L[} 0 '-N '-00 0 24. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS. STOPPAGE OF WORK UNTIL THE TRENCH INTEGRITY IS ADEQUATELY RESTORED. ~ ~ E g iil >< ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE ~ .c .._ '-~ ( 2·, CONSTRUCT SOLID DI PLUG WITH LUGWINGS WITH 15 POUND WEIGHT BUILDING cti REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION PER /D ~ ., .E ii o >< PAPER BETWEEN PLUG AND THRUST BLOCK '" INSTALL 8" DI 90 DEGREE BEND THE PROJECT SPECIFICATIONS. COORDINATE THE MARKING OF EXISTING IRRIGATION PIPES AND CONTROL WIRING A 53• CONTRACTOR TO PROVIDE A FULL VIDEO TAPE VD OF THE STREET PAVING AND SURROUNDINGS PRIOR TO THE '®, INSTALL 8" DI 45 DEGREE BEND .[.5 g ., 1~9 REMOVE AND REPLACE EXISTING CONCRETE MEDIAN IN KIND PER CNB STANDARDS o START OF CONSTRUCTION, INCLUDING DIGITAL STILL PHOTOS AT KEY LOCATIONS. ;t z MPEINRIFMOUR~'EODF 04N8 THHOEU~7EDINIANASD.VANCE BY CONTACTING PARK MAINTENANCE SUPERVISOR, RELATIVE TO WORK ® INSTALL 8" DI 22.5 DEGREE BEND e] ~ : ( 50 REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST o M M 54. VALVE CANS AND MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING. ~ o..., .._ c: JOINT PER CNB STD DWG STD 182 L '- '31 INSTALL 8" DI 11 .25 DEGREE BEND ~ -~ .E ~ --• '" 25. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 55_ WATER MAIN DISINFECTION SHALL CONFORM TO THE CITY'S STANDARD SPECIAL PROVISIONS SECTION 306_1_4_7_ 8i.,., 0 REMOVE AND REPLACE IN KIND EXISTING CURB ACCESS RAMP IN ITS ENTIRETY PER ] @ INSTALL 6" DI 45 DEGREE BEND ~ a9 gJ CNB STD DWG STD-181-L. I 26. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING ., .c Q ~ CONSTRUCTION. 56. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES {BMP'S). SAND BAGS AND FABRIC SHALL BE PLACED /454' CONSTIRUCT 1 o" PVC PIPE DR 14 AWWA c-900 ., f! 5..., e REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG 0 OVER ANY STORM DRAINS IN CLOSE PROXIMITY TO THE PROJECT SITE. @~ Sl15r_s @ STD-180-L. ~ 27. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE 65 INSTALL 1 0" DI 11 .25 DEGREE BEND ~ o ~ .5 5 REMOVE AND REPLACE EXISTING COMMERCIAL DRIVEWAY TO NEAREST JOINT PER 8l 57. TRACING WIRE SHALL BE INSTALLED ON ALL PVC LATERAL CONNECTIONS FROM THE TRANSMISSION MAIN TO THE CNB STD DWG STD 161 L MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE DISTRIBUTION MAINS AS WELL AS THE 16_INCH PVC TRANSMISSION MAIN. '65' INSTALL 6• DI 90 DEGREE BEND ~ --• S APPLICABLE PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN ~ ~ REMOVE AND REPLACE EXISTING STAMPED CONCRETE MEDIAN AND LANDSCAPING IN al GRADE. COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 58. ALL NON-STEEL FITTINGS SHALL BE AWWA C-110. FITTINGS PER AWWA C-153 WILL NOT BE ALLOWED. @ INSTALL 12" X 6" DI ECC REDUCER (FLG X MJ) (FLAT ON TOP) KIND PER CNB STANDARDS. §_ 28. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT ~ @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS o PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF 59. BLUE LOCATING TAPE SHALL BE INSTALLED ON ALL MAINS WITH LESS THEN FIVE (5) FEET OF COVER. ~ INSTALL 12" X 10" DI ECC REDUCER (MJ) (FLAT ON TOP) PER CNB STANDARDS. § THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION '6g\ " / ~ REMOVE AND REPLACE EXISTING CROSS GUTTER TO NEAREST JOINT ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 60. ALL GROUNDWATER, PIPELINE DEWATERING AND FLUSHING SHALL BE DISCHARGED TO THE NEAREST SEWER ~ INSTALL 24 LONG BODY MECHANICAL JOINT COUPLING W RETAINER GLANDS ~ AND CONCRETE PAVEMENT PER CNB STANDARDS. o FRAECQIULIIRTYE;'ESNETES_PROJECT SPECIFICATIONS FOR REQUIRED OCSD PERMIT AND THE CORRESPONDING J'ERMIT @ INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L 9 INSTALL 6"x6"x6" DI TEE (MJxMJxFLG) 1.------1001 29. TRAFFIC CONTROL SHALL CONFORM TO THE SPECIFIC TRAmc CONTROL CONCEPT INCLUDED IN THESE M / ~:)/} SPECIFICATIONS AND APPROVED TRAFFIC CONTROL PLANS PREPARED BY THE CONTRACTOR. / REVI )NE:D: REVIEWED: ~ 30. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS PLANS PREPARED BY: ~\>.arESS/~ l,/'.,t'"""'VJ • , ~ ~ SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. $ ,..s 1.ifp 1 1t~'<' $, / 1 Pn._~ ,-. (nr>~ ,.... ~ TETRA TECH /~ ~ "' v-TOM L. EPPEtgoN 1 31. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. .. S ~ ..., RCE 36399 ANilYTANRCE6567 ~ HOWEVER, THE PLANS MAY NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR 17885 Von Karman Ave, Suite 500 °' No 36399 "' DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER - SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE ALL Irvine, California 92614 ~ Exp. 06-30-1 ~ t-=-=::'.':":::=---,r::-:~~--;.~--1----+-------------------+-----I 1---------------------""T"---------IC:, EXISTING TRAFFIC SIGNAL CONDUITS. REPLACE WITHIN SEVEN (7) CALENDAR DAYS ANY LOOPS DAMAGED OR (949) 809-5000 '1'_,. C/V\\. ~~ DESIGNED: DRAWN: /4\ 6/16 RECORD DRAWINGS ~ DISRUPTED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL CONTACT THE CITY TRAFFIC ENGINEERING DIVISION (949) 809-5010 FAX 'OF c~\.l~<:S t-,,,,.,.,,.,,..,.,.,,,,,-"-cBa.H+,..,.,,,,,----"R""J""Wi-'--"6-"-l----+-------------------+-----1 DATE~-------1----------1~ AT (949) 644-3330 48 HOURS (MINIMUM) PRIOR TO DISTURBING ANY TRAFFIC SIGNAL LOOPS. CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS 'PPROVED SHEET ./ .._ ______________________________________________ _._ _________________ _._ ________ ......_ ___ T.;.;LaaE.M""A.;;.R.;...;;;2..;;.0.;..;15;;...._,_ __ • .._ ___ _,_ __________________ ....._"' __ __. _________ _._ ____________________ _._ ______ __,a. ABBREVIATIONS, LEGEND, CONTACT INFORMATION, LIST OF STANDARD DRAWINGS AND TRAFFIC CONTROL CONCEPTS W-5346-S G-003 SYMBOLS ABBREVIATIONS ɒ LIST OF STANDARD DRAWINGS NUMBER TITLE STD-105-L-B TRENCH RESURFACING STD-106-L PIPE BEDDING STD-108-L PCC PAVEMENT CONTACT JOINTS STD-112-L STANDARD 24-INCH MAHOLE FRAME AND COVER STD-140-L PLACEMENT OF JOINTS IN P.C.C. ALLEY PAVEMENT STD-160-L COMMERCIAL DRIVEWAY APPROACH TYPE I STD-161-L COMMERCIAL DRIVEWAY APPROACH TYPE II STD-166-L COMMERCIAL DRIVEWAY APPROACH TYPE III STD-180-L SIDEWALK STD-181-L (A,B,C)CURB ACCESS RAMPS STD-182-L STANDARD CURB SECTIONS TYPE "A" AND "B" STD-185-L STANDARD GROSS GUTTER STD-401-L STANDARD MANHOLE STD-405-L SEWER LATERAL CONNECTION TYPE "A" STD-409-L MANHOLE SHAFT ORIENTATION STD-500-L FIRE HYDRANT STD-502-L 1-INCH SERVICE CONNECTION STD-503-L 2-INCH SERVICE CONNECTION STD 505-L SERVICE TAP TO LINED AND COATED STEEL MAINS STD 505-L MAIN LINE VALVE STD-507-L WATER MAIN TAP STD-510-L-A THRUST BLOCK STD-510-L-B REDUCER THRUST BLOCK STD-510-L-C VALVE ANCHOR BLOCK STD 510-L-D ANCHOR BLOCK DETAIL 1 STD 510-L-E ANCHOR BLOCK DETAIL 2 STD-511-L VALVE BOX COVER AND RISER STD-515-L 2" COMBINATION AIR RELEASE VACUUM VALVE STD-515-L-A 1" COMBINATION AIR RELEASE VACUUM VALVE 515-LA 1" COMBINATION AIR RELEASE VALVE ASSEMBLY 516-L MULTIPLE WATER SERVICE STD-525-L BLOW OFF ASSEMBLY UTILITY AND AGENCY INDEX CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 03/30/2015 03/30/2015 RECORD DRAWINGS AGENCY DAY NIGHT CENlERLINE -- - SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 RIGHT-OF-WAY -------- (800) SOUTHERN CALIFORNIA EDISON COMPANY 611-1911 CONCRElE CURB AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH (949) 644-3311 CURB & GUTTER (949) 644-3717 -------------- CITY OF NEWPORT BEACH (949) TRAFFIC ENGINEERING DIVISION 644-3330 -----w-----POTABLE WATER . -s-. SEWER ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 ---SD--STORM DRAIN TIME WARNER CABLE (714) 542-6222 T lELEPHONE COX COMMUNICATIONS - UNDERGROUND SERVICE ALERT (800) 227-2600 E ELEClRICAL DUCT --G-GAS TRAFFIC CONCEPT SUMMARY -X II X II-FENCE APPROX PIPELINE LANES OPEN DURING REDUCER WORK WITHIN STATION CONSTRUCTION DESCRIPTION ·- FROM TO NORTH SOUTH c----3 CONCRElE ENCASED PIPE OR CENTRAL AVENUE 10+00 15+00 1 MAINTAIN NORTHBOUND LANE FROM VIA OPORTO TO VIA LIDO STEEL CASING --NEWPORT BLVD -PLUG AND THRUST BLOCK (RIGHT TURN LANE) 15+00 17+00 DETOUR -CLOSE RIGHT HAND TURN MOVEMENT AT VIA LIDO AND DETOUR PHASED TRANSITION, MAINTAIN 1 LANE NORTHBOUND @ CURVE DESIGNATION NEWPORT BLVD 17+00 18+00 1 - NEWPORT BLVD 18+00 22+00 2 2 MAINTAIN TWO LANES NORTH AND SOUTH NOT IMPACTED ® VALVE NEWPORT BLVD 22+00 29+00 1 2 MAINTAIN ONE LANE NORTH AND TWO LANS SOUTH, TURN MOVEMENTS CLOSED AT 32ND ST AND 31ST ST 0----0 STREET LIGHT NEWPORT BLVD 29+00 36+42 1 -MAINTAIN ONE LANE NORTHBOUND FINLEY AVENUE 4+00 5+00 DETOUR DETOUR CLOSE FINLEY TEMPORARILY AND DETOUR 0 * ~ lRAFFIC LIGHT 32ND STREET 75+00 78+11 --ONE LANE EACH DIRECTION CLOSE FINLEY ALLEY TEMPORARILY AND DETOUR, PRESERVE .Q FIRE HYDRANT FINLEY ALLEY 69+84 72+34 DETOUR DETOUR BUSINESS / RESIDENT ACCESS WHERE POSSIBLE 28TH-29TH ALLEY 80+02 84+00 DETOUR DETOUR CLOSE 28TH-29TH ALLEY TEMPORARILY AND DETOUR, PRESERVE -WAlER MElER BUSINESS / RESIDENT ACCESS WHERE POSSIBLE NEWPORT BLVD 50+00 51+00 1 -PHASED TRANSITION, MAINTAIN 1 LANE NORTHBOUND 0 GAS MElER NEWPORT BLVD 51+00 58+00 2 -MAINTAIN TWO LANES NORTHBOUND NEWPORT BLVD 58+00 62+00 1 -PHASED TRANSITION, MAINTAIN 1 LANE NORTHBOUND ~ lRAFFIC SIGNAL BOX NEWPORT BLVD 62+00 66+00 2 -MAINTAIN TWO LANES NORTHBOUND 0 UTILITY BOX 19TH STREET 66+00 66+50 1 -PHASED TRANSITION, MAINTAIN 1 LANE NORTHBOUND 19TH STREET 66+50 67+55 -1 MAINTAIN ONE LANE SOUTHBOUND -0-POWER POLE ALL PERPENDICULAR CROSSINGS OF NEWPORT BLVD SHALL BE PHASED TO MAINTAIN THE NUMBER OF LANES TO BE MAINTAINED OPEN DURING CONSTRUCTION OF THE MAIN PIPELINE AT THE STATION OF THE CROSSING. 0 lRAFFIC SIGNAL LOOP 0 STORM DRAIN MANHOLE □ STORM DRAIN CATCH BASIN _Q_ SIGN 0 SEWER MANHOLE • SEWER CLEAN OUT -~~1,:,: -!.' PALM TREE /' . ') lREE ,, ,) •J D lEST BULKHEAD -+-BORING • BLOW-OFF ... AIR RELEASE VALVE cp CORROSION lEST STATION !::,. THRUST BLOCK © SURVEY MONUMENT OR NAIL I I EXISTING PCC PAVEMENT I I REVI )NE:D: I( • PLANS PREPARED BY: ~\>.arESS/Q~ ~ Pn._ ~ " /~/)_J $ ,._s \.i[p:1t~ 1 L $, / --TETRA TECH V' ~ "' V-TOM L. EPPE tgoN .. / "' ~ ..., RCE 36399 17885 Von Karman Ave, Suite 500 ';;i No. 36399 "' DESIGN ENGINEER'S NAME Irvine, California 92614 * Exp. 06-30-1 * (949) 809-5000 ,.r~ ~ DESIGNED: DRAWN: /4\ -f;; C/V\\. ~~ 6/16 RECORD DRAWINGS (949) 809-5010 FAX < OF C~\. l~<:S CBH RJW CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS TLE MAR 2015 (IN ADDITION TO GREENBOOK SECTION 1-3.2) ANGLE ID INSIDE DIAMElER AB AGGREGA lE BASE INV INVERT ABN ABANDONED IRR IRRIGATION (LINE) AC ASPHALT CONCRElE JS JUNCTION SlRUCTURE ACP ASBESTOS CEMENT PIPE L LENGTH ALT AL lERNA TIVE LF LINEAL FEET APPROX APPROXIMA lE LN LANE APWA AMERICAN PUBLIC WORKS ASSOCIATION LT LEFT AWWA AMERICAN WA lER WORKS ASSOCIATION MAX MAXIMUM AVE AVENUE MFG MANUFACTURER AV AIR AND VACUUM MH MANHOLE BC BEGINNING OF CURVE MIN MINIMUM BFV BUTTERFLY VALVE MIP MALE IRON PIPE BLVD BOULEVARD MIPT MALE IRON PIPE lREAD BM BENCHMARK MJ MECHANICAL JOINT BO BLOW-OFF N NORTH C&G CURB & GUTTER NO NUMBER CAB CRUSHED AGGREGAlE BASE NTS NOT TO SCALE CAL-OSHA CALIF. DEPT. OF INDUSlRIAL RELATIONS oc ON CENlER DIV. OF OCCUPATIONAL SAFETY AND HEALTH OCEH ORANGE COUNTY ENVIRONMENTAL HEALTH CATV CABLE lELEVISION OCSD ORANGE COUNTY SANITATION DISlRICT CB CATCH BASIN OD OUTSIDE DIAMElER CCP CONCRElE CYLINDER PIPE PCC POINT OF COMPOUND CURVATURE, CFR CODE OF FEDERAL REGULATIONS PORTLAND CONCRElE CEMENT CIP CAST IRON PIPE PE PLAIN END OR POLYETHYLENE (LINE) CL CENlERLINE, CLASS PH POTHOLE CL&C CEMENT LINED & COAlED PKWY PARKWAY CMB CRUSHED MISCELlANEOUS BASE PO PUSH-ON CML CEMENT MORTAR LINED POT POTABLE CML&C CEMENT MORTAR LINED & COAlED PRC POINT OF REVERSE CURVATURE CMP CORRUGAlED METAL PIPE PROP PROPOSED CNB CITY OF NEWPORT BEACH PT POINT co COMPANY PVC POLYVINYL CHLORIDE CON CONNECTION PVMT PAVEMENT CONC CONCRElE OR CONCENlRIC R RADIUS LENGTH CORR CORRIDOR RCB REINFORCED CONCRElE BOX CP CATHODIC PROlECTION RCP REINFORCED CONCRElE PIPE CT COURT RD ROAD cu COPPER (LINE) RJ RESlRAINED JOINT CY CUBIC YARD ROW OR R/W RIGHT OF WAY CYL CYLINDER RT RIGHT DEPT DEPARTMENT RW RECYCLED WA lER (LINE) DIA OR fl DIAMElER s SLOPE OR SOUTH OR SIGN OR SEWER (LINE) DI DUCTILE IRON SCE SOUTHERN CALIFORNIA EDISON DIP DUCTILE IRON PIPE SCH SCHEDULE DR DRIVE SD STORM DRAIN (LINE) DWG DRA'MNG SERV SERVICE SHT SHEET DTL DETAIL SPECS SPECIFICATIONS E ELECTRICAL LINE OR EAST EA EACH ss SANITARY SEWER SSPWC STANDARD SPECIFICATIONS FOR PUBLIC EC END OF CURVE WORKS CONSTRUCTION ELEV ELEVATION ELEC ELEClRICAL ST SlREET OR lRAFFIC SIGNAL EXIST EXISTING ST LT STREET LIGHT EXT EXlENSION STA STATION FH FIRE HYDRANT STD STANDARD FIP FEMALE IRON PIPE STL SlEEL FIPT FEMALE IRON PIPE TREAD SW SIDEWALK FLG FLANGED SWR SEWER FM FORCE MAIN SWT SWEAT FO FIBER OPTIC (LINE) T TANGENT FOT FLAT ON TOP IBE THREAD BOTH ENDS FWY OR FRWY FREEWAY TC TOP OF CURB lEL lELEPHONE FS FINISHED SURFACE THK THICK FT FEET TRANS TRANSPORTATION G GAS (LINE) TS lRAFFIC SIGNAL (CONDUIT-CABLE) GA GAUGE TW TAPE WRAPPED GB GRADE BREAK TYP TYPICAL GV GAlE VALVE UB UTILITY BOX H HEIGHT V VALVE OR VOL TS HD HIGH DEFLECTION VCP VITRIFIED CLAY PIPE HOA HOME OWNER'S ASSOCIATION VERT VERTICAL HORIZ HORIZONTAL w WA lER (LINE) OR WEST OR 'MDTH w WAlER MElER These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. I REVIEWED: ~ SENIOR CIVIL ENGINEER DATE APPROVED SHEET C: 0 rn C: ..c: .Q, E C 0 LO 0 - CD ' N ' OCl 0 en ~ " rn C: 0 :;::; C ·;;; " ~ ..Q ..Q <( I "' 0 0 ~ rn " C: -" " ..c: ;:J-o <( ~ -0 I -0 0 "' -I OCl r--"' 0) 0 I LO "' / OCl r--"' 0) 0 ./ a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 HORIZONTAL CONTROL PLAN AND SHEET INDEX VIA OPORTO TO 28TH STREET W-5346-S C-001 BENCH MARK BASIS OF COORDINATES 03/30/2015 03/30/2015 RECORD DRAWINGS ·t· ,, jl, ,, -1 (_) I, "I --, I ' " 5A I 01 0 _JI <( > ',, \' :l-. ___ , ~ < -- 1 ----.• ------ _,,- __ ,, 'i, ------ ··1 LI;;;; 1 r;~/_---~-,,-~~ -:..;;;...---:_\1-\-\---=~:;;;~~~ ---- ------~-x;JD, N--· Jc/ --~c~,-~ --- -~t.,'N~ " ' t w w_J ZW _J_J Io Uo l;i: ~ ~ w w (/) C-101 1--~ ':Ji". II ~\ ~-----------ec .... e:-~~ A ----..-=•<"-::" I Cl'_ ,, "" f-' : " ~-- . _,, _./:;~··_~~::~,~ -· ~~;:;:;;.;;,,-~ HEET C-101 I I I { These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SHEET C-102 ,-' I u: I-I Cl w-z Cl::'. ----------------~10 x----x ----x----X=--x ------- _Jw I> uo l;i: [D ~<( w w - ---~!.J", ·-' ., --- (/) r--.;._ : --'G--.___- 2:11 ,__ -- I I I ,_ c1 __ --------l __ , l ' ~ ~ I B C I I ,q:: ' fl SHEET C-104 I --,-- ' ,----' ' ' ' I j I ' ~ I r------ !/ I , I SHEET C-103 ' ' I ' ' I I I I ,-' cl I ' I I ------! C F ORANGE COUNTY SURVEYOR BENCHMARK U-1415 ELEV. 9.196 NAVD88 OCS 1995 ADJUSTMENT YEAR LEVELED: 1989 BRASS DISK ON TOP OF THE CONCRETE SEAWALL LOCATED AT 3700 NEWPORT BOULEVARD, 24.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING AT 3700 NEWPORT BOULEVARD, 7.5 FEET NORTH OF THE NORTHWEST END OF A BENCH, 1.0 FOOT EAST OF THE NORTH END OF A BLOCK WALL. I I I I ' ' ' ' ' I ,~:-=;_,I I I D -- T --=,~4-·~s--__ I I I I I C G J --=_J SHEET C-106 COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991.35 EPOCH OCS GPS ADJUSTMENT). --- G I 91 I I ' I I I I I I j I SHEET C-105 -_-,,. -;::,--.,,,, __ --D ------- 7 ----i_____ SH C-106 --=---=---7''<... I / PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX 7 r s EEf,,t C-103 -- 1/ ,: I/ ,; ,, " ,, I I ' ' ' ' I I I I-w w 0:::: I-(/) I-(/) ..- I") ,L SHEET SHEET C-102 C-10 -- I NOTE: SEE SHT C-003 _,,, / FOR lYPICAL SECTIONS. ,_;;:, :::o -::o:. C' :i 4' ID 4 4A 5 5A 10 10A 108 14 14A 148 14C 14D 14E 178 17C 17D 18 18A 188 19 19A 198 1" = 40' E':Z I ' ' ' ' ,_ -, LATERAL CONNECTIONS NORTHING EASTING DESCRIPTION 2173147.36 6050421,07 TEE -VIA OPORTO 2173138.92 6050440.13 END CONSTRUCTION 2172830.75 6050281.00 TEE -VIA LIDO 2172823.19 6050298,08 END CONSTRUCTION 2172298.49 6050147,70 TEE -FINLEY AVE 2172294.27 6050179.42 ANGLE POINT 2172294.48 6050184,41 END CONSTRUCTION 2171502.05 6050135.20 TEE 2171502.70 6050139,66 ANGLE POINT 2171509.10 6050145,24 ANGLE POINT 2171509.10 6050147,24 END CONSTRUCTION 2171509.07 6050159.97 BEGIN CONSTRUCTION 2171509.06 6050163,97 END CONSTRUCTION 2171269.80 6050237,14 END CONSTRUCTION 2171269.91 6050257,10 BEGIN CONSTRUCTION 2171269.90 6050261.10 END CONSTRUCTION 2171143.67 6050294,10 TEE -29TH ST 2171149.08 6050304.81 ANGLE POINT 2171149.07 6050307,81 END CONSTRUCTION 2171140.11 6050295,92 TEE -29TH ST 2171131.18 6050278,44 ANGLE POINT 2171120.50 6050283.85 END CONSTRUCTION ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ID 9 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 ID 12 39 40 41 42 43 44 45 46 47 ID 16 48 49 50 51 52 53 54 55 ID 56 57 58 59 CENTRAL AVE/NEWPORT BLVD NORTHING EASTING DESCRIPTION 2173220.69 6050427.71 BEGIN CONSTRUCTION 2173216.04 6050425.75 ANGLE POINT 2173185.35 6050437.88 ANGLE POINT 2173147.36 6050421.07 TEE -VIA OPORTO 2172830.75 6050281.00 TEE -VIA LIDO 2172786.63 6050261.48 ANGLE POINT 2172759.35 6050271.32 ANGLE POINT 2172557.23 6050181.94 ANGLE POINT 2172309.39 6050149.14 TEE -FINLEY AVE 2172298.49 6050147.70 TEE -FINLEY AVE 2171907.89 6050096.00 ANGLE POINT 2171901.91 6050096.42 TEE -32ND ST 2171648.51 6050113.90 ANGLE POINT 2171502.05 6050135.20 TEE 2171435.75 6050144.85 ANGLE POINT 2171402.80 6050161.69 TEE -30TH ST 2171267.98 6050230.58 TEE 2171143.67 6050294.10 TEE -29TH ST 2171140.11 6050295.92 TEE -29TH ST 2170776.79 6050481.57 ANGLE POINT 2170762.95 6050496.00 ANGLE POINT 2170756.39 6050498.54 END CONSTRUCTION FINLEY AVE/ALLEY NORTHING EASTING DESCRIPTION 2172309.39 6050149.14 TEE -FINLEY AVE 2172322.88 6050057.96 TEE --NOT USED 2172330.78 6050004.54 TEE 2172322.73 6050003.43 TEE 2172283.10 6049997.95 ANGLE POINT 2172203.67 6049988.38 ANGLE POINT 2172163.88 6049984.29 ANGLE POINT 2172124.03 6049980.90 ANGLE POINT 2172104.07 6049979.55 ANGLE POINT 2172095.56 6049977.22 ANGLE POINT 2172092.40 6049977.01 END CONSTRUCTION 2172340.15 6050005.84 ANGLE POINT 2172341.28 6050004.98 END CONSTRUCTION 2172323.41 6049998.48 ANGLE POINT 2172321.42 6049990.73 ANGLE POINT 2172321.86 6049987.76 END CONSTRUCTION 32ND STREET NORTHING EASTING DESCRIPTION 2171901.91 6050096.42 TEE -32ND ST 2171902.94 6050111.38 ANGLE POINT 2171902.62 6050245.38 TEE 2171902.38 6050347.51 TEE 2171902.24 6050406.38 TEE 2171902.24 6050407.38 END CONSTRUCTION 2171879.62 6050245.40 ANGLE POINT 2171869.32 6050241.54 ANGLE POINT 2171868.17 6050241.53 END CONSTRUCTION 2171914.38 6050347.54 END CONSTRUCTION 30TH STREET EASTING NORTHING DESCRIPTION 6050161.69 2171402.80 TEE -30TH ST 6050125.26 2171384.19 TEE 6050120.72 2171381.87 ANGLE POINT 6050113.05 2171346.70 ANGLE POINT 6050116.41 2171342.31 TEE 6050119.74 2171337.97 END CONSTRUCTION 6050112.30 2171339.40 END CONSTRUCTION 6050123.46 2171387.71 ANGLE POINT 6050108.93 2171391.60 END CONSTRUCTION 28TH/29TH STREET NORTHING EASTING DESCRIPTION 2171148.90 6050443.33 BEGIN CONSTRUCTION 2171126.96 6050443.30 ANGLE POINT 2170800.42 6050610.43 ANGLE POINT 2170791.72 6050612.41 END CONSTRUCTION C 0 "' C .c .Q, Q) E 0 0 L[) 0 - <D .::::_ N .::::_ co 0 o> ;o "O "' C 0 -" Q) U) 2- 1 0 ~ -C 0 u N ·.:: 0 I I -0 0 ~ "' Q) C: -Q) Q) .c U) / Cl <( ~ -0 I -0 0 "' CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 HORIZONTAL CONTROL PLAN AND SHEET INDEX 26TH STREET TO 19TH STREET W-5346-S C-002 BENCH MARK BASIS OF COORDINATES 03/30/2015 03/30/2015 RECORD DRAWINGS ' ' ' ' ' ' ' ' ' ' ' ' 21ST STREET \ \ \ \ 7 ' \ \~ -0 - ' ' ' ' 22ND STREET J K I I I I ~ ,. ~ : .. n NEWPORT BLVD ID NORTHING EASTING DESCRIPTION 120 2170302.26 6050506.91 BEGIN CONSTRUCTION "" 4o• "' 121 2170297.53 6050508.52 ANGLE POINT 122 2170271.00 6050494.51 ANGLE POINT NEWPORT HEET SHEET -107 C-10 123 2170127.14 6050543.58 TEE 1 6 1/' ------=-=-=-- -------------',. __ _JI _____ l...- - 20TH STREET 19TH STREET \ \ \ \ \ \ \ \ I \ NEWPORT .. \ BLVD .~ --;-=-j _J -:::, ~-_"; __ ,,,, ~==-132 - ~ - - - - - _ ;-"" >Ci•~i~~~:'. ,, ~ \. \ \ \_\·\ --/ ____ / ._ \ .,,, ---~" / / . / .·• , -· .- / -.----· ----· / ·--· ,/ / _/ / " _,,• .-.-_.--·•-::·· I \ \ \ NOTE: SEE SHT C-003 FOR lYPICAL SECTIONS. These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 124 2170043.85 6050571.98 TEE 125 2170024.92 6050578.44 TEE 126 2169849.82 6050638.16 TEE 127 2169621.72 6050715.95 TEE 128 2169523.29 6050749.53 ANGLE POINT 129 2169349.48 6050842.26 ANGLE POINT 130 2169320.38 6050863.45 TEE 131 2169218.50 6050937.59 ANGLE POINT 132 2169133.01 6051023.22 TEE 133 2169127.36 6051028.88 TEE 134 2169092.03 6051064.26 ANGLE POINT 135 2169006.50 6051185.05 ANGLE POINT 136 2168961.75 6051275.59 TEE 137 2168955.10 6051289.04 END CONSTRUCTION 138 2168967.13 6051278.25 ANGLE POINT 139 2169013.01 6051288.44 TEE 140 2169085.00 6051304.44 ANGLE POINT 141 2169092.58 6051316.77 ANGLE POINT 142 2169092.16 6051318.72 TEE 143 2169090.68 6051325.54 END CONSTRUCTION 144 2169094.11 6051319.15 END CONSTRUCTION LATERAL CONNECTIONS ID NORTHING EASTING DESCRIPTION 124 2170043.85 6050571.98 TEE 124A 2170054.82 6050604.16 ANGLE POINT 1248 2170052.10 6050611.69 ANGLE POINT 124C 2170053.72 6050616.42 END CONSTRUCTION 127 2169621.72 6050715.95 TEE 127A 2169637.05 6050760.91 ANGLE POINT 1278 2169642.01 6050763.29 ANGLE POINT 127C 2169643.64 6050768.02 END CONSTRUCTION 130 2169320.38 6050863.45 TEE 130A 2169328.61 6050874.77 ANGLE POINT 1308 2169332.27 6050894.43 ANGLE POINT 130C 2169328.73 6050901.04 END CONSTRUCTION 132 2169133.01 6051023.22 TEE 132A 2169142.92 6051033.11 ANGLE POINT 1328 2169165.33 6051048.17 ANGLE POINT 132C 2169170.02 6051041.18 END CONSTRUCTION 133 2169127.36 6051028.88 TEE 133A 2169123.11 6051024.64 ANGLE POINT 1338 2169112.63 6051024.01 ANGLE POINT 133C 2169107.38 6051021.10 END CONSTRUCTION 139 2169013.01 6051288.44 TEE 139A 2169016.60 6051272.25 END CONSTRUCTION/TEE 8" SEWER -NEWPORT BLVD ID NORTHING EASTING DESCRIPTION 145 2170057.46 6050601.95 BEGIN CONSTRUCTION 146 2170010.13 6050618.09 END CONSTRUCTION 147 2169884.16 6050659.24 BEGIN CONSTRUCTION 148 2169841.19 6050622.14 END CONSTRUCTION ORANGE COUNTY SURVEYOR BENCHMARK U-1415 ELEV. 9.196 NAVD88 OCS 1995 ADJUSTMENT YEAR LEVELED: 1989 BRASS DISK ON TOP OF THE CONCRETE SEAWALL LOCATED AT 3700 NEWPORT BOULEVARD, 24.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING AT 3700 NEWPORT BOULEVARD, 7.5 FEET NORTH OF THE NORTHWEST END OF A BENCH, 1.0 FOOT EAST OF THE NORTH END OF A BLOCK WALL. COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (1991.35 EPOCH OCS GPS C: 0 (I) C: .c .Q, Q) E 0 -LO 0 - <O -::::.. N -::::.. co 0 "' 3' 'O E' -C: 0 u N ·c: 0 :r: I N 0 0 ;;?, (I) Q) C: -Q) Q) .c ;:J-o <( ;;?, -0 ADJUSTMENT). ,-------1 I -0 .--------------------"T""--"""7"------,-=:-::-=~:-------.------r-----r------------------'T"""-----r.:-=:--:=,:-------"""T----------------------........ ------1g REVIEWED: PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I co ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER :;;, 1---------------------.-----------1co DESIGNED: DRAWN: 6/16 RECORD DRAWINGS r--- t-,,-,-=,,..,.,,,c-'C'-"B"-H+-,,--=,---R"-"J'-"W-l-'--"-'4------+------------------+----I DATE~------1-----------1 ~ CHECKED, DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ./ ...._ ____________________________________________ ...._ ________________ ......_ _______ __. ___ ....;T..;aLE"-'-"'M'--'AR;.;...;;2;.;;0...;.15;;..........__·......._ ___ ........ _________________ ___._ ___ ...._ ________ .._ ___________________ .._ _____ __,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 TYPICAL SECTIONS W-5346-S C-003 SECTION A - CENTRAL AVE SECTION D - 32ND STSECTION B - NEWPORT BLVD SECTION E - NEWPORT BLVD SECTION F - NEWPORT BLVD SECTION C - FINLEY ALLEY SECTION G - 28TH/29TH ALLEY SECTION N - 19TH STSECTION M - NEWPORT BLVDSECTION L - NEWPORT BLVD SECTION H - NEWPORT BLVD SECTION I - NEWPORT BLVD SECTION J - NEWPORT BLVD SECTION K - NEWPORT BLVD 03/30/2015 03/30/2015 RECORD DRAWINGS I R/W I CL R/W VARIES 39'± r I g' VARIES J~ PROPOSED 24 "W Y SCALE: HORIZ 1"=10' VERT 1"=4' R/W I I I # 1 O' I NORTHBOUND I I -13' ~# ~ PROPOSED 24''W SCALE: HORIZ 1 "=1 O' VERT 1"=4' 40' 7' NORTHBOUND CL 34' I 8' CL I 5'± 0 I I I MEDIAN WIDTH VARIES PROPOSED 16"W SCALE: HORIZ 1"=10' VERT 1"=4' NOTES: 1. UTILITIES SHOWN IN THE TYPICAL SECTIONS ARE FOR DISPLAY PURPOSES ONLY. THE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES VARY ALONG THE ALIGNMENT AND MUST BE VERIFIED. I I R/W I I I I l"""ll-----' 1 O'± - R/W I I I ,, ' ' I I ' ' 41'± r SCALE: HORIZ 1 "=1 O' VERT 1"=4' CL 57'± -u VARIES PROPOSED 24"W R/W R/W I'-/ (.) ~ s§: (.) g~ I g (!) c:: c:: (!) '.J' zc.S I c5 z <( oz z -(.) c,_ ....I ~ ....I c.. :::) ~ ~ ~ :::) ~ ai~ ~ ai~ R/W R/W (.) , I -(.) ,..:_ (.) o 01--o ---' I I ---' ~ ---' 0 :::;-I I 0 ~ 0 '.J' z < ZLLJZ<C ;so i5zi5U ...J a.. ...J ...J a.. :::) >-:::) I:; :::) ;,-cn t. -cn.:::..mc -+------~-~- 4.5' 11.00' 4' ! .501 I I PROPOSED 1 O''W SCALE: HORIZ 1 "=1 O' VERT 1"=4' R/W I I I 1 o· I I - 36' ~# ~ PROPOSED 6"W NORTHBOUND CL 34' I SCALE: HORIZ 1 "=1 O' VERT 1"=4' MEDIAN WIDTH I VARIES L CL R/W I 8' 7' I . ' I -8' I D ~ I 3•1 ·~ 7' 10' J 8' ·~ (\ PROPOSED 8"W r. ~· ,/\ JO : '1 ·,~ ~ 6' -8' I I (~ ffl ~ g VARIES p I I \~s ~ ~ u R/W I I I 1 O' I SCALE: HORIZ 1"=10' VERT 1"=4' NORTHBOUND CL I 40' 8' L 11 '± VARIES I MEDIAN WIDTH VARIES r ( I ~ROPOSED 16"W p / \ ' ' \/ SCALE: HORIZ 1"=10' VERT 1"=4' I I \_/ These Record Drawings have been prepared based on information submitted, in part, by others. While this Information is believed to be reliable, City of Newport Beach Is not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated into these plans as a result. PLANS PREPAREO BY: TETRA TECH 17885 Von Karman Ave, Suite Irvine, Colifornia 92614 (949) 809-5000 (949) 809-5010 FAX /V' 500 SCALE: J-C(_t" SCALE: HORIZ 1"=10' VERT 1"=4' NORTHBOUND CL 10'± VARIES I PROPOSED 16"W HORIZ 1"=10' VERT 1"=4' I CHECKEO: DATE: TLE MAR 2015 .PROPOSED 15' VARIES / \ I I I I ' I \ _/ NO. ' I 6/16 DATE 16"W ,---, /~ .. / \ I I \) NORTHBOUND c1 I SCALE: HORIZ 1"=10' VERT 1"=4' RECORD DRAWINGS DESCRIPTION OF REVISIONS R/W I I I . R/W I I . 10' ' 21' PROPOSED NORTHBOUND CL 28' 7' 10' I - I - SCALE: PROPOSED SCALE: HORIZ 1"=10' VERT 1"=4' NORTHBOUND CL 34' I 8' HORIZ 1"=10' VERT 1"=4' MEDIAN WIDTH VARIES I I L D 7'± VARIES '~ 16"W9 ~. ,' \ I I 1 I \_/ REVIEWED: ~ SENIOR CIVIL ENGINEER MEDIAN WIDTH VARIES I - I II I \5• -6' r VARIES ~ROPOSED 16"W R1W I I CJ DATE~------- APPROVED " ~ SOUTHBOUND CL I SCALE: HORIZ 1"=10' VERT 1"=4' R/W I I 34' 1 o' I I I - C: 0 rn C: .c .Q, -~ ;o E 0 -LO 0 - CL co '-N -......_ OCl 0 o> ;o cl rn C: I 0 -4.5' 10.5' " Q) Cf) ol~~~ §:; f- I "' 0 0 ~ rn PROPOSED 16''W Q) C: -Q) Q) .c Cf) / Cl <( (.) / -0 I -0 0 "' -I OCl r-. "' 0, 0 I LO "' / I OCl r-. "' 0, 0 / rn -" Q) ·-0 ~ ~ -Cf) u.. OCl -"' Cf) c:: ~ SHEET / / CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE CENTRAL AVENUE/NEWPORT BLVD 67$“7267$ W-5346-S C-101 10 15141312 10 0 11 -10 10 0 -10 1716 18 19 03/30/2015 03/30/2015 RECORD DRAWINGS I I I I I I I I I I (/" ') I tw,eleE_ t 4,t,-11~. WALL T~~ =7 L 1 1 1 1 1 L 1 1 1 1 ONSTRUCT 875.0± L OF 24" CMlJ& TW PIPE (1J4" MTN WAL L THK) I t t t t t t t t t . t t t t t CONNECT TO EXIST PIPE 6"W (PVC) PER I I -H r,. 0 t t t t t t ~ -+ CL VIA UIDO r -N tt: ~o (/) J: t I I I I I I I I I VIA LIDO FOR VIA LIDO HIGHLINE __........,c c 93 EXIST FIRE HYDRANT J "I ~ . SEE NOTE 8--•--· _J _J i t t a:: ...J I I I I ------- I{) 0 -> z -- CD e • OCN O,e:, -+ ...... O'l I ="(_) <C1- cnw wI (;f.) :z _J Lil7 :r:w (J) cnl ~ ~ DTL 2 ON SHT D-101~--~ TA 10+84± "AV VIA OPORTO " I EXIST 4" SERVICE EXIST 15"S 3 78 A 10+68± ...._,,...._,,.1 " SERV CON CONSTRUCT 24" o/94' CML & TW PIPE~ EXIST 20''W TA 10+65.00 4" BFV 10+59.00 Ef:,ID (L45.44•) PROTECT IN PLACE EXIST ELECTRICAL CONDUIT I CONNECT TO EXIST 12''W (PVC) PER DTL 3 ON SHT D-101 SEE NOTE 8 EXIST CURB (CIP) TO REMAIN IN SERVICE----' NOTES: 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 9. PROTECT IN PLACE OR REPLACE IN KIND ALL EXISTING MEDIAN ISLAND LANDSCAPING AND IRRIGATION. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. 10. PROTECT IN PLACE ALL EXISTING TREES, PALMS, AND PLANT MATERIAL PER SECTION 308 OF PROJECT SPECIFICATIONS. 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON 11. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY SHT D-106 AND PER CITY OF NEWPORT BEACH STANDARDS. PORTION OF THE EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON SHEET G-002. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 12. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS SPECIFICATIONS. PLANS INDICATE OTHERWISE. 6. FOR PIPELINE APPURTENANCES THE CONTRACTOR SHALL REMOVE AND REPLACE CURB, EXIST 1 " SERVICE REMOVE AND REPLACflis4\ MEDIAN (20± LF) ~ SEE NOTE 9 STA 15+24.00 107 BEND (L43.68" """-..r--.r •. STA 16+52 \BEND STA 16+94 2"AV 7+55.6 17 I 45.00 D (L 16.32" 70150152 STA 16+86± AHEAD) These Record Drawings have been prepared based on information submitted, in part, by others. While this Information Is believed to be reliable, City of Newport Beach Is not responsible for Its accuracy, nor for errors or omissions which may hove been Incorporated Into these plans as a result. SCALE: 1" = 40' - - -- - -0 40 80 SCALE: HORIZ: 1" = 40' VERT: 1" = 4' CONSTRUCTION NOTES: G) CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) @ CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 (B} CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 @ 20" STEEL 45 DEGREE BEND ~ INSTALL 24" X 20" STEEL REDUCER INSTALL 24" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 20" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD 510-6-L-C 29 CONSTRUCT TIHRUST BLOCK PER CNB STD DWG 510-L-A 40 INSTALL 6" OUTLET PER DTL 7 ON SHT D-109 42 INSTALL 12" OUTLET PER DTL 7 ON SHT D-109 70 NSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L INSTALL NNECT TO E ERVICE PE CNB STD DW - -• 78 CONSTRUCT SERVICE LATERAL, RECONNECT PER DETAIL 6 ON SHT D-106 87 REMOVE INTERFERING PORTION OF PIPE 90 ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY 91 REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS 93 CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION 94 TIRENCH SECTION PER DETAIL 2 ON SHT D-1 06 INSTALL 24" STEEL 45" BEND INSTALL 24" STEEL 22.5" BEND INSTALL 24" STEEL 11.25" BEND 1 CONSTRUCT BURIED INSULATING FLANGE PER DETAIL 3 ON SHT D-112 AND INSULATING FLANGE TEST STATION PER DETAIL 6 ON SHT D-112 0 CONSTRUCT ANODE PER DETAIL 2 ON SHT D-111 AND ANODE TEST STATION PER DETAIL 5 ON SHT D-112 8 REMOVE AND REPLACE EXISTING CONCRETE MEDIAN IN KIND PER CNB STANDARDS ® REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-180-L. @ REMOVE AND REPLACE EXISTING STAMPED CONCRETE MEDIAN AND LANDSCAPING IN KIND PER CNB STANDAIRDS. ® REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS PER CNB STANDARDS. 7 I I ~ I I C 0 en C .c 0 -~ Q) E 0 -LO 0 - <D .::::.. N .::::.. <Xl 0 "' " ,::, Q) -= 0 ~ a. ,::, C -0: C 0 a. I 0 9-cn Q) G: -Q) Q) .c ;;J- o -0: ~ -0 @ REMOVE AND REPLACE EXISTING CROSS GUTTER TO NEAREST JOINT AND CONCRETE PAVEMENT PER CNB STANDARDS. .------1 I -0 GUTTER TO THE NEAREST JOINT. FOR BIDDING PURPOSES ASSUME 10 LF OF CURB AND GUTTER IS TO BE REMOVED AND REPLACED. REPLACE PER CITY OF NEWPORT BEACH STANDARD. ..-------------------"T""--"""7"------,-=:-::=~:-------..-----r-----r-------------------r-----r.:-=:-:=,:-------"""T----------------------...... -----;g REVIEWED: 7. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED). CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL. 8. CONTRACTOR TO MAKE CONNECTION IN 4 HOUR PERIOD OR CONSTRUCT HIGHLINE FROM NEAREST HYDRANT TO MAINTAIN SERVICE. PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX TOM L. EPPE ON RCE 36399 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: CBH CHECKED: DATE: 6/16 RECORD DRAWINGS 6/15 ELECTRICAL VAULT 5/15 6" PVC RELOCATION & WM NO. DATE DESCRIPTION OF REVISIONS PPROVED ~ SENIOR CIVIL ENGINEER DATE -I <Xl r-- "' 0) 0 I LO "' / 1---------------------.-----------t<XJ r-- "' 1-----------t 0) 3-SHEET TLE MAR 2015 ..._ ____________________________________________ .__ ________________ ..._ _______ __. ___ ...;.;aaa=;;.;;.;...;;;.;;..;.;;._.___.,__ ___ _,_ _________________ ..__ __ ...,_ ________ _._ ___________________ _._ ______ __,n_ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE NEWPORT BLVD STA 19+00.00 TO STA 27+50.00 W-5346-S C-102 10 24232221 10 0 20 -10 19 0 -10 2625 27 03/30/2015 03/30/2015 RECORD DRAWINGS --+- --+- --+- --+- t t t t t t t t t t t I I I , CQNSTRlJGT 8§0.-0Q Lf OF 2-4 -GML & TW1 PIPE (1 -4" MIN WALL THK) t t t t t t t t t 7 I() _J 0 20 22 42 STA 19+95.38 STA 19 I 95.00 12" OU ET - -- '7 i CL FINLEY :'.I [ J I I 1111 I CL 32ND-ST t t n LJ FIRE HYDRANT -+l 0 I() + N N ~ ID Cl t 0 q - ~ 1" = 40' PZ:I . CONSTRUCT 8" PVC PIPE PER SHT C-104 • I --==i-7"°~-,c_ I 8" OUTLET I I I I I -.--:.,_ __ _ -t;;,__ ·-,--,=,, ---~-r,- 1 EXIST MEDIAN c.._ __ , '1--.....::-:o= -~ • :E .i J EXIST CURB FUTURE CURB @STA 23+84.93 (AHD) SfA 24 I 00.00 BEND (L 11.49") 20 27 40 .. STA 75+00.00 6" OUTLET (6"') ~6,., '.D 7 lfj '"c ,!~ =-0.00.68 7 ~ rp)J ~__r ,I ~ "'~, ;,i-r_J .0 -~ 9 I I 0 «>-O(';lllt') ~-+ • "i-! :: a.- 1f'''._1,~ + v ~~ •• ..:· Vl, >>L...J. vzz 7 SCALE: 1" = 40' - - -- - -0 40 80 L'! r T t -+l 0 I~ N ~ (/) r n J -r I s--b.ob31 t ~~ -+l t') Cl> 0 + N I() -N =:.: ~ • r---i S-0.4250 S=-0.50oq S=-0.0001_ t [CL 31ST ST t t t !t t Lf_J .)......J 0 C) J ~ z (l)w ~I z(f) -L--l _Jw Il1.J 0(1) ~ ~ 7 n 7 _J ________ _,_...._..,, ......... , __ ..................... ~ .................... NOTES: FUTURE CURB EXIST CURB STA 25+03 2"AV 31ST ST 0 0 PROTECT IN PLACE OR REMOVE AND REPLACE EXIST MEDIAN 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. SCALE: HORIZ: 1.. = 40' VERT: 1" = 4' CONSTRUCTION NOTES: 0 @ @ @ @ @ @ @ ® @ CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) INSTALL 24" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-6-L-C INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD 510-6-L-C INSTALL 6" OUTLET PER DTL 7 ON SHT D-109 INSTALL 12" OUTLET PER DTL 7 ON SHT D-109 INSTALL 8" OUTLET PER DTL 7 ON SHT D-109 INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @) REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION @ TRENCH SECTION PER DETAIL 2 ON SHT D-106 @ INSTALL 24" STEEL 11.25" BEND 0 CONSTRUCT ANODE PER DETAIL 2 ON SHT D-111 AND ANODE TEST STATION PER DETAIL 5 ON SHT D-112 @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB sm DWG STD-182-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-180-L. @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS PER CNB STANDARDS . 6. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED). CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL. C: 0 [/) C: _c: .Q, -~ "§: E 0 N LO 0 - co "'-N "' co D en ,: "O Q) t;:: 0 ~ o_ "O C: <l'. C: 0 o_ I N D 9-7. PROTECT IN PLACE ALL EXISTING TREES, PALMS, AND PLANT MATERIAL PER SECTION 308 OF PROJECT rn 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON PER CITY OF NEWPORT BEACH STANDARDS. SPECIFICATIONS. ~ SHT D-106 AND - 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS PLANS INDICATE OTHERWISE. 8. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE ~ EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON SHEET G-002. _§. 9. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED. THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT SPECIFICATIONS. TRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION. 0 <l'. 3--0 .------1 I -0 r-------------------r---""T------r-::~=!"::-------,--r----"T""-------------------r----,-====--------r------------------------...... -----1g REVIEWED: These Record Drawings hove been prepared based on information submitted, in port, by others. Vvhile this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated Into these plans as a result. PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave. Suite Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I co ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME 6/16 RECORD DRAWINGS SENIOR CIVIL ENGINEER :;;, 1----------------------.---------1co DESIGNED: DRAWN: 6/15 ELECTRICAL VAULT " i--,,-,..,.,,..,,.,..,.-,,,,,-"-CB"-H+,...,.-,,,,,....----"~-t-====4------+--------------------+-----I DATE________ 1-----------1~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET 3, .._ ______________________________________________ ..._ _________________ ........ ________ .....__ ___ T'-"LaaE.M""A-'-R.;...;;;2..;;.0.;..;15;;........i... __ • .._ ___ ....,_ __________________ .....__ __ __. _________ ........ ____________________ ........ ______ __,o_ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE NEWPORT BLVD 67$7267$“ W-5346-S C-103 10 33323130 10 0 29 -10 28 0 -10 3534 36 03/30/2015 03/30/2015 RECORD DRAWINGS --+- --+- --+- --+- r _I _Jw :r:w 0(1) ~ r; ~ L' t 1---i T ! ! ! ! ! ! ! t t t t t t t t t ID > C) z T f f f f f f f r ! ! ! CONSTRU CT 88 .0± t t . I I I LF OF 24" C L & TW PIPE (1/4" Ml WJELD ALL JOINTS I . C WALL THK) ! I I I I t 1 : 11111 1 er; " 1 I 1 1 1 I : 1 1111111 I I I ~ (.) --- • --ct ,-I r-r ~ I, =0.0036 S=-0.0029 S=-0.005 J [ S=0.0000 ~ ! ! ! ! ! t t t t t EXIST FS OVER 7 CL OF PIPE l-....i 7 1 I I I I ------------. ' I I t + + + + ! ! ! l I I I t t t t t t CONSTRU T 5.0±LF OF 24" lli+ ~ 7 '_j t t -ti --r-0 _J t ' . ~ "'"' N«> ~ ---+-+-+--+-+--,~--~+-+-t----+-+-+~~~J4+-+-+-+-+-+ 1---i r,c: ;--r -1---l 1---i r f f f f f f T f f f f f f r f T f f f f f r T T f f f f f f f r t ------7 IP (CL 250) I I .____:------+----·---~ I SCALE: HORIZ: 1" = 40' VERT: 1" = 4' These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for enrars or omissions which may have been incorporated into these plans as a result. 6 30TH ST I EXIST 1 8" SD (RCP) CONNECT TO EXIST 8"W (ACP) PER DTL 6 ON SHT D-102 SEE NOTE 7 CONNECT TO XIST 8''W (DIP) PER DTL 4 N SHT D-105 EXIST RE HYDRANT 8" / UT-IN vAtw:@ ST /30+63.4 8"/0UTLET 29TH ST ,{ I \, i I lf/ 90 I CONSTRUCT 24" CML & J -u 7- 1 7 Ir PIPEG)§ j - 28TH ST 15.00, CONSTRUCTION NOTES: (D CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) @ CONSTRUCT 24" DUCTILE IRON PIPE PRESSURE CLASS 250 (FLG X PE) @ CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A @ INSTALL 6" OUTLET PER DTL 7 ON SHT D-1 09 @ @) INSTALL 8" OUTLET PER DTL 7 ON SHT D-1 09 INSTALL 24" LONG BODY MECHANICAL JOINT COUPLING W/ RETAINER GLANDS @ INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L ~-/"•·-. -----. / --••. _ 4 TOTA c-1,·~! ~~~-r-1155 (2 ffl,'41':4~ ......._....,...,--· :, _~..] __.........__.,,.,_ @ @ INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS CONSTRUCT CUT IN VALVE -8"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND STD-510-L-C PER DETAIL 6 ON SHT D-101 C 0 Cl) C .s::: .Q, . ~ --- I __ _J;__ F 34: -~ '§: ._.jµ.:.4"~=---::-,J---_,....,"1,, -1---- CONSTRUCT CUT IN VALVE -6"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND STD-510-L-C PER DETAIL 6 ON SHT D-101 E ,, " ,, ' ' TA 28+42± 2• AV , ' A 28+75.00 ND (L 18.79") 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. -C 102 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON SHT D-106 AND PER CITY OF NEWPORT BEACH STANDARDS. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS PLANS INDICATE OTHERWISE. 6. FOR PIPELINE APPURTENANCES THE CONTRACTOR SHALL REMOVE AND REPLACE CURB, GUTTER TO THE NEAREST JOINT. FOR BIDDING PURPOSES ASSUME 10 LF OF CURB AND GUTTER IS TO BE REMOVED AND REPLACED. REPLACE PER CITY OF NEWPORT BEACH STANDARD. 7. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED). CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL. / , I & ~ r CONNECT TO EXIST 6"W (ACP) PER DTL 7 ON SHT D-101, INCLUDING 6" CUT-IN VALVE@ 9. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON SHEET G-002. 10. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT SPECIFICATIONS. TRACTOR SHALL RESTRIPE CROSSWAUKS FOR THE ENTIRE INTERSECTION. -, r TA 36+42± ~..__59:/,CONNECT TO EXIST 24" DI PIPE PER DET 5 ON SHT D-101 --=-=;.;..;., :,__ ~---._ " •, ', I I ffi SCALE: 1" = 40' - - -- - -0 40 80 ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION TRENCH SECTION PER DETAIL 2 ON SHT D-106 INSTALL 24" STEEL 22.5° BEND POSE EXISTING FIRE HYDRANT AND FIRE HYDRANT D INSULATING FLANGE TEST STATION PER DETAIL 6 ON SHT D-112 0 N LO 0 ~ co " N " co D en ,: -,, Q) t;:: 0 ~ o_ -,, C 0 CONSTRUCT ANODE PER DETAIL 2 ON SHT D-111 AND ANODE TEST STATION PER 1 DETAIL 5 ON SHT D-112 @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-180-L. 0 o_ I "' D 9-"' Q) @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS S PER CNB STANDARDS. Q) Q) .s::: ;;J-o <( ~ -0 .------1 I ~ D ..-------------------"T""--"""7"------,-=:-::=~:-------..-----r-----r-------------------r-----r.:-=:-:=,:-------"""T----------------------........ -----;g REVIEWED: PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX ~ I co r--"' 0) D ~ TOM L. EPPE ON I RCE 36399 ~ SENIOR CIVIL ENGINEER DATE DESIGN ENGINEER'S NAME 6/16 RECORD DRAWINGS :;;, 1---------------------.-----------tco DESIGNED: DRAWN: 10/15 LATERAL RELOCATION r-- CBH 1-----------t ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS SHEET 3, PPROVEO .__ ____________________________________________ .__ ________________ ......_ _______ __. ___ ....;T..;aLE""""M""'AR;.;...;;2;.;;0...;.15;;..........__-.....,_ ___ ........ _________________ __._ ___ .__ ________ .._ ___________________ .._ _____ ___,o_ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE FINLEY AVENUE AND ALLEY W-5346-S C-104 2010 0 -10 10 0 70 71 72465 10 0 -10 20 10 0 03/30/2015 03/30/2015 RECORD DRAWINGSI I t t t t t t t t t t I --+-+t I I I I CONSTRUCT ONC CONSTRUCT --+- ------------1 L p-- -H EXIST 20"W IS 1 KEN WITH 24" PIPE OUT j..OF SERVIC:E -+i --1- _____ j SEE NOJE~O. )j : ________ _ 1 ti I _ : --+- --+- ffi 6" CUT IN VALVE 1 Cf-; •G tn " n Q"'II . .CJ I"';._ S=-0.1600 (G;O ] ----.--+~~ 1 2 CL ';,£_\/-O"'~~UI /r-:---:--7'"""-...;~::;:-r -..:0:::;:,•0::;::.0:!:2;:_7 -+--:,----,../ MIN ~\.uG w [~ 2;j ...I z I,_ 0 0 E! --r w°' w<Xl t-~ < N~ t t t t I I s t Lt-JL EY AVE filS I I I I I I I REMOVE AND DISPOSE EXISTING 12" CIP CONSTRUCT NEW 12" PVC IN SAME ALIGNMENT S 0.0025 n □ TA 69+93.87 (ALLEY) 41 EE CONTINUATION TO I I RIGHT AND DETAIL1N \ SHT D-102 I - - - - NOTES: 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON SHT D-106 AND PER CllY OF NEWPORT BEACH STANDARDS. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS PLANS INDICATE OTHERWISE. 6. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED). CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL 7. CONTRACTOR TO MAKE CONNECTION IN 4 HOUR PERIOD OR CONSTRUCT HIGHLINE FROM NEAREST HYDRANT TO MAINTAIN SERVICE. 8. CONTRACTOR SHALL CONSTRUCT 12" PVC PIPE FROM STA. 5+46.17 TO STA. 5+10± WITH THE CONSTRUCTION OF THE NEW 24" MAIN. CONTRACTOR SHALL CONSTRUCT 12" PVC PIPE FROM STA 4+00 TO STA 5+10± ONCE EXISTING 20" WATER MAIN IS TAKEN OUT OF SERVICE. EXISTING SERVICE AND FIRE HYDRANT WITHIN FINLEY AVE (WEST) WILL BE OUT OF SERVICE DURING THE CONSTRUCTION OF THE NEW 12" PVC FROM STA 4+00 TO STA 5+10±. 9. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 OR SHEET G-002. 10. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT SPECIFICATIONS. I I I I I I TRJ cT-D6± LF OF- 8 "] PVC P.ll P E_j C-9OO, DR~14) I e-;-r ___ _,__--+-i 7 These Record Drawings hove been prepared based on information submitted, in port, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans as a result. I 7 CJ G _J J i EXIST FS1 OVER L ---_ CL OK ... PIPE 1 I __J -+ ----~ --+--+--t,--+--+--+-:7 r;&-t,."CJ ----+--+-+--+--+-+--+- 12" c;L ~ --+--+--+--+-+--+-_j MIN__. tr EXIST B["WJ (DII") S=0.907? ■ 1t::;:§;::"':e~§Oi2.=&t=l2 -'--'-1t··' 7 r a a N w 00 + ,n +-+-+-+---+--+--t---<---<>--.... ril a ~ ~ ~[ ~ -..J C ID ~ II~ (!I N CD L.J. 1i: w 0 ~ ~ :r: 0 D.. ----+--+---+--+--+ EAS1 7 I I I I I I ' ' CONSTRUCTION NOTES: 0 CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) @ CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 @ CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 r SEE CONNECTIO!lt, DETAIL 1 ON SH~ D-102----e,f-.-o,: D.. STA 69 JOIN E~f-t-rti 6" ACP----ih @ INSTALL 12" RW GATE VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 24" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C @ INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C I L+-+ -I-........ J.......lt:::r r-:::i -+-I [ f CONSTRU 1 (l):l:j LF OF 7 6" PVC PIPE (c1-g·oo DR-1~) I ' I I I I I 111 T I I I I I I I , , I C?NS1RUCT7 8± LF OF] • 1 "PVC PIPE (c.2-g·oo DR-1~).:!7 8 )_J -+-: -+-:-+--+- OF I ' (i}R- ' t f ,_JCl I I t + l t t t t t t t I r t t I t I I I I I 7 -+- ---+ ..... T t t t t I I I I I I I . ' ' ' ---' SCALE: HORIZ: 1" VERT: 1" I -' 20· 4' PROTECT IN PL.ACE EXIST 12" PVC 73 781" SER co~ STA 71 +22.00 BEND (L 1.00") STA 70+42.00 BEND (L 1.00") OI ~ ft OI "fl'!--':;;;;; "'":"-7i .=;;c.,-=- \ 1---T~.1 T" i ft 73 78 TA 70+67± 11-" SERV C N :;_ '-+--,:~-.~1:; ..._,,,._,.1 " SERV CON @ INSTALL 12" X 8" DI TEE (FLG X FLG X MJ) @ @ @) @) @ @ @ @) INSTALL 12" X 12" DI TEE (FLG X FLG X MJ) INSTALL 12" OUTLET PER DTL 7 ON SHT D-109 INSTALL 8" OUTLET PER DTL 7 ON SHT D-109 INSTALL 8" DI 22.5 DEGREE BEND INSTALL 8" DI 11.25 DEGREE BEND CONSTRUCT 1 O" PVC PIPE DR 14 AWWA C-900 INSTALL 1 O" DI 11.25 DEGREE BEND INSTALL 12" X 1 O" DI ECC REDUCER (MJ) (FLAT ON TOP) l wY#~ STA 71 +62.00 BEND (L 1.00°) n''\1/ .u--=~--e-"c·,1· I 73 78 TA 71+79± '-''-'1 " SERV CON I I I I I , ____ \ I CONNECT TO E. l~T_J.{l"W--80 (PVC) PER DTL 1 1 2', ON:":: SHT D-1 02 (SE'.E ', NOTE:--NO:· 7) ---' > STA 72+02.00 BEND (L 1.00") STA 71+92± 7Y7B' 1 " SERV CON ~ @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @) REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION @ TRENCH SECTION PER DETAIL 2 ON SHT D-106 C: 0 [/) C: ..c: .Q, -~ "§: E 0 r<) ,n 0 ~ co "-N " co a @ TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS ! @ CONSTRUCT 8" SEWER MAIN (VCP) IN SAME ALIGNMENT ~ 0 @ REMOVE AND DISPOSE EXISTING SEWER MAIN (VCP) % C: @ CUT AND PLUG PER DETAIL 3 ON SHT D-106 § 0 REMOVE AND SALVAGE/DISPOSE EXISTING FIRE HYDRANT AND FIRE HYDRANT "j- @ INSTALL 1 " SERVICE AND CONNECT TO EXISTING SERVICE PER CNB STD DWG STD-502-L, SADDLE SHALL BE FORD 202BS LATERAL ~ @ INSTALL 12" DI 11 .25 DEGREE BEND _9- @ @) CONSTRUCT SERVICE LATERAL, RECONNECT PER DETAIL 6 ON SHT D-106 INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST ~ JOINT PER CNB STD DWG STD-182-L. ., @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG 1 @ INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-180-L. ;;J- STD-511-L AND STD-510-6-L-C @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS Si! @ INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG SID-500-L PER CNB STANDARDS. SCALE: 1" = 20• ~ a ~ ~---~, @ CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A O 20 40 0 ..-------------------"'T""--"'"'7"'-----,-=:-::=~:-------..-----r-----r------------------"'T"'""'----r.:-=:-:=,:-------"'""T----------------------........ ----;g REVIEWED: PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX TOM L. EPPE ON RCE 36399 DESIGN ENGINEER"S NAME ~ SENIOR CIVIL ENGINEER ~ I co r--r<) 0) a I ,n r<) / 1---------------------.----------too DESIGNED: DRAWN: r-- ...,,.,-=,,..,.,,,,,-'C""B"-H+-,,--=,---R"'"J"'"W+'-~4--6/_1_6_-+R-E_C_O_R_D_D_R_A_W_IN_G_S ___________ -+-__ --I DATE_______ -------~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET 3, .__ ____________________________________________ .__ ________________ _._ _______ __. ___ ....;T.;aLE""""M""'AR;.;....;;2;.;;0..;.15;;..........,__·_,_ ___ __,_ _________________ __._ ___ .__ ________ .._ ___________________ .._ _____ __,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE 32ND STREET 67$7267$“ W-5346-S C-105 10 7675 10 0 -10 0 -10 77 78 03/30/2015 03/30/2015 RECORD DRAWINGS -••--••---•-~•---•---~-------t-~t •---••---t ~t--•---~ •-~, ••-t-t-t t-r--t-I ~-t--~ •---f ••-,-~, t-t-t-t • ---t ~-------t-~t ~-~-----~•--•---•-~•---•----~-------~-------7 L CON$TRUCT 3Jj1 ± LF OF 6" PVC PIPE (c.lgoo. DR-li) ! ! ! ! ! r r ! I I ~ ~ 1 L 1J ---+---+--+---+---+-+---+--+--+--+--+--+-+--+--+-----+---+----+---+-+--+--+-+--+----+-- --_ I U + 11-,~ _ -- EXIST FS OVER CL OF PIPE 7 ~~ y-?,l 1 ~ 1----------1 ~i----------+-~~~~~-~~~~~-~~.;....---+-~~~~------!-------+~~~~~~~--+---------1_______:----+------- -+-----+--+--+--I I I_ I I I I I I -+--+-~~ ~~;q' L I I I I I I I ~~6~;~G-~u,·· 1-t ~ ~ I --- -+-- -----1 -'"=I ____ . ___________ ; __ ----------~ ---. ~·~' -----~------------------------------1-------r-~r ~f]v-~ f -+--+--+----+---+----t-i . ~: f ,-; d ~r t-. ; I ' I I I (:, r•OOO ' --+--+--+--+----+---+----t>----+--+----+--+--+--+----+---+----t--+--+----+--+--+---+---+---+----t>--1 I ---1-1---+--+--+--+--+--+--+-~ ~ ~ ~ :,..._-+ .... _-++--➔+_-...,-+_---++--++ rJ 11 '~--+-s 0.0040 +---+---+--s!...o.b,3'5 t-t -~:.;-: ... -~ --+--+--+--+-+-+---1---<1---+-- --+---11---+--+-+-+--+--+-+-----t II 1 ----t./ ) I I --.,., --+---1-+--+-+-+--+--+-+--+--+--+-+-+--+---1-1-----L-_ _ _ ~ ~ s, 0.0073 l ,i ", ''""'--~~;, -~1 f f f ~ t l 11 · Q ~,r'. I ' I I I I I I I ; j I &-& - > NOTES: 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. FOR DEPTH OF COVER LESS THAN 30-INCHES, DIP WILL BE REQUIRED IN LIEU OF PVC PIPE. 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON SHT D-106 AND PER CllY OF NEWPORT BEACH STANDARDS. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS PLANS INDICATE OTHERWISE. 6. CONTRACTOR TO MAKE CONNECTION IN 4 HOUR PERIOD OR CONSTRUCT HIGHLINE FROM NEAREST HYDRANT TO MAINTAIN SERVICE. ~ ~ < - ~ < CX) ~ ~ ) ~ ~ A A / -- !_}; (J~ ": 111 I I .I I I I u I ' I \...QQtlliE·~•1_JTQ._OEJE:XQ;(IS:illlTll~il.G....r._--fg7 6" W (Cl PIPE) PER DTL 3 ON SHT D-102 SEE NOTE 6 ---1------1-1---+--+--+--+--+--+--+---+--+--+--+-+-+---1-----<I---+-----1-----<I---+--+--+--+--+--+--+---+--+--+--+--+--+--+--I I 'STSitlA.__ZJ-·-liJ-~-2.Ql~~ ~ ' 71149150 1" AV SCALE: HORIZ: 1" = 20' VERT: 1" = 4' CONSTRUCTION NOTES: G) CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) Q9 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 @ INSTALL 24" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB STD DWGS SID-511-L AND STD-510-L-C INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG STD-500-L @) INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB SID-511-L AND STD 510-6-L-C CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A @) INSTALL 6" DI 11.25 DEGREE BEND @ INSTALL 6' X 6" X 6" DI TEE (MJ) @ INSTALL 6" OUTLET PER DTL 7 ON SHT D-109 @ INSTALL 16" X 16" X 6" DI TEE (MJ) STD DWGS QJ INSTALL 1" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L @ INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS @ REMOVE INTERFERING PORTION OF PIPE @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @ REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION @) TRENCH SECTION PER DETAIL 2 ON SHT D-106 @ INSTALL 6" DI 22.5" BEND @ TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS ,..... ( 0~ REMOVE AND DISPOSE EXISTING SEWER MAIN (VCP) >< ( O! I CONSTRUCT 1 O" SEWER MAIN (VCP) IN SAME ALIGNMENT >< ( 10) CUT AND PLUG PER DETAIL 3 ON SHT D-106 >< Q2_J) REMOVE AND SALVAGE/DISPOSE EXISTING FIRE HYDRANT AND FIRE HYDRANT LATERAL 0 INSTALL 6" PVC HIGH DEFLECTION COUPLING 0 REMOVE AND DISPOSE VALVE BOX PER PROJECT SPECIFICATION AND CONSTRUCT PLUG AND THRUST BLOCK AT EXIST VALUE END. @ INSTALL 6"RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C ~ CONSTRUCT SOLID DI PLUG WITH LUGWINGS WITH 15 POUND WEIGHT BUILDING ~ PAPER BETWEEN PLUG AND THRUST BLOCK 8 REMOVE AND REPLACE EXISTING CONCRETE MEDIAN IN KIND PER CNB STANDARDS C: 0 [/) C: ..c: .Q, -~ '§: E 0 r<') LO 0 ~ co "-N "-ro 0 en ,: 'O Q) t;:: 0 ~ a. 'O C: <l'. C: 0 a. I LO 0 9- [/) Q) G: -Q) 7. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON SHEET G-002. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-1 82-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG Q) ..c: ;;J-o <l'. STD-180-L. 8. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT SCALE: 1" Q ~ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS I o 20 40 PER CNB STANDARDS. = 2 ~ -0 .-----~ I SPECIFICATIONS. r-------------------r---"""'7"------r-::~=!"::---------r--r----"T""------------------"T'"""--..,.====--------r------------------------...... -----1~ / REVI ),rt:O: REVIEWED: ~ PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX V' /, 500 $ ::af~iss;~ / V'ir ..... "",'I.,·_ "•J. '" ~ll.J ..... ~ ~ ~ l~v-TOM L. EPPE11130N 'f S ~ ..., RCE 36399 /4\ ANilYTANRCE6567 ~ ~ E,:00J~~~1 ;' DESIGN ENGINEER'S NAME 6 6/16 RECORD DRAWINGS SENIOR CIVIL ENGINEER :;;, ~ ~ 1---------------------.--------~ro 1_,. C/V\\. ~~ DESIGNED: DRAWN: /\ 8/15 SEWER REPAIR RELOCATION ~ < OF C~\.l~<:l CBH RJW /4\ DATE________ 1-----------10> CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS 'PPROVEO SHEET 3, .._ ______________________________________________ _._ _________________ ....... ________ ....... ___ T""LaaE.M""A.;;.R.;...;;;2.;;.0.;..;15;;.......i... __ • .._ ___ __,_ __________________ ....... "' __ __. _________ ...... ____________________ ....... ______ ___,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE 28TH/29TH STREET ALLEY 67$7267$“ W-5346-S C-106 10 8281 10 0 -10 80 0 -10 83 84 03/30/2015 03/30/2015 RECORD DRAWINGS --+- --+- t --+- --+- I I I I I J-::":t EXIST 8"W (0IP) 7 Z) 0 t t t t I I ffi t t t t t t t t t t t t t t t ! ! ! 11 E 1ST FS OVE CL OF PIPE _j ----+s•------~- z .o § z z 7 z 0 0 0 ' Z) a RI cj w Z) t5 --t--~ --1::Q 11 I I I I : ~ 111111 : I I I I I 1-----r- z z 0 0 1 G § w z z z z 0 0 u -H u -H w I') w ID o -H u_-H u owmw ao u ao .u 6~6~ 00 W 00 W -Hu,, - -r---w ,o . .u + 5! Oll:l 00 W .u ! ~] ~ ~ w 00 tll o:i J 1/) 1/) ~--~~ J 1/) < r-- ln t-1 -- 1/) ~ • -7 I 1 I I I I I I I I " SEWER (YCP) EPAIR STA 80+24.26 ,,-...,...._ L = MAX = 10', DE H = 6'± (L23_ 18.) 61 29 (INCLUDING EW WYE)± ~~I ~';c;-·~~~ sf= ._-, ; ·' ~,,,,, • . --·''· ., • ~ • - z 0 G w z z 0 u w .u ~ 1/) • - =i, -------' I I S 0,0028 .f-~-;:----~--- t --------,-- -+-I -H "'" N + N 00 ~ z 0 G w iZ z 0 u w .u ~ w 1/) • - I ~ r<). + N 00 ~ I -- --1--- z 0 ti l w iZ z t5 0 t G RI u w w iZ Z) z 0 ~ lj ~ w t-7 - z t57 0 -H u ;ti u "'" lj w [! r ~· u ~ ~ N 00 'f w 1/) 1/) ~ • ~ • - - I I I I I I _J IN S ME-ALIGNME T AS 16" CIP. EMOVE AND !DISPOSE j I I I I I -+--+}j~-n" CIP (HORltONTAL & ~~~~ 7 ___ _ j L ,,__-, I I I EXIST 2"G EXIST 8"S t t t t t r ..... ..... -+ ~B'j SEWER (VCP) REP I~ ·L = MAX = 15', DEPTH = 6. '± ........... ,.... ..... ' CONSTRUCTION GV, SEE NOTE 6 NNECT PE 1 -+- I I '! ' ,! ,. ,. ,· .. ,! .. ,'., ,:/ . CONSTRUCTION NOTES: ! ! SCALE: HORIZ: 1" = 20' VERT: 1 " = 4' @ CONSTRUCT 16" DUCTILE IRON PIPE PRESSURE CLASS 250 WITH RESTRAINED JOINTS CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A INSTALL 8" DI 22.5 DEGREE BEND C 0 "' C REMOVE VALVE BOX ~AND INSTALL PLUG AND ~THRUST BLOCK ON A 81-+-93± 73 78 ,. 73 78 83+69± .......,.......,.1 " SERV CON . ,, I '·---Jr., " @13! • INSTALL 8" DI 11.25 DEGREE BEND INSTALL 1" SERVICE AND CONNECT TO EXISTING SERVICE PER CNB STD DWG STD-502-L, SADDLE SHALL BE FORD 202BS ..c .Q, -~ ·;. END OF EXIST VALVE--lef I /I ' I I I 1" SERV CON A 18o+59± l_"_?~RV CON 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 24-INCHES. 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON SHT D-106 AND PER CllY OF NEWPORT BEACH STANDARDS. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS PLANS INDICATE OTHERWISE. 6. TO MAINTAIN SERVICE WITHIN ALLEY, PROVIDE HIGHLINE FROM FIRE HYDRANT AT 29TH AND VILLA WAY (APPROX 500LF}. 7378 A 81+14± '-''---'1 " SERV CON _J 73 78 TA 81 +34± ~~~~·1" SERV CON 73 78 TA 81+51± '---''---'1" SERV CON '-''-'·1 " SERV CON 73 781" SERV CON - ---__ I 73 / 1 SERV/ CON SCALE: 1" = 20' - - -- - -0 20 40 93 . • 1 -. -•~ I / / ,Cl / f·') }r CONSTRUCT SERVICE LATERAL, RECONNECT PER DETAIL 6 ON SHT D-106 INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS INSTALL 16" X 8" DI ECC REDUCER (MJ) (FLAT ON TOP) ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION TRENCH SECTION PER DETAIL 2 ON SHT D-106 CONSTRUCT 8" SEWER MAIN (VCP} IN SAME ALIGNMENT SEWER LATERAL CONNECTION PER CNB STD DWG STD-405-L REMOVE AND DISPOSE EXISTING SEWER MAIN (VCP} CONSTRUCT 1 O" SEWER MAIN (VCP} IN SAME ALIGNMENT RELOCATE SEWER LATERAL PER DETAIL 4 ON SHT D-107 CUT AND PLUG PER DETAIL 3 ON SHT D-106 REMOVE AND DISPOSE VALVE BOX PER PROJECT SPECIFICATION AND CONSTRUC" PLUG AND THRUST BLOCK AT EXIST VALUE END. 0 CONSTRUCT 8" HOT TAP OF EXISTING 8" DIP PER CNB STD DWG STD-507-L These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. E 0 "' LO 0 - <O ~ N ~ (Xl 0 "' 3: 'O Q) :.= 0 ~ a. 'O C <( C 0 a. I <O D -~ "' Q) G: -Q) Q) ..c en ./ Cl <( ~ -D I -0 D "' -I (Xl r---"' 0, D I LO "' / .------1 (Xl r---"' ..-------------------"T""--"""7"------,-=:-::=~:-------..-----r-----r-------------------r-----r.:-=:-:=,:-------""'T----------------------........ -----;"' REVIEWED: ;3, PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949} 809-5010 FAX "' -u TOM L. EPPE ON d~ ~ I RCE 36399 ~ - DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER [2 1---------------------.--------~ DESIGNED: DRAWN: 6/16 RECORD DRAWINGS "' t-,,,..,.,,.-,,,..,.-,,,,,-"C'-"B"-H+,,-=,---R"-"J""'W-l-'-~4-----+------------------+------1 DATE_______ 1-----------t[Q CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ,; .__ ____________________________________________ .__ ________________ ......_ _______ __. ___ ....;T..;aLE"-""M'--'AR;.;...;;2;.;;0...;.15;;..........__·.....,_ ___ ........ _________________ _._ ___ .__ ________ .._ ___________________ .._ _____ __,-;:, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE NEWPORT BLVD STA 50+00.00 TO STA 58+00.00 W-5346-S C-107 10 55545352 10 0 51 -10 50 0 -10 5756 58 03/30/2015 03/30/2015 RECORD DRAWINGS --+- --+- --+- --+- t Ll j Ll GL NEWPORT ! B VD N0RT t T BOIND • r : : : t -r c---1 z 0 .... (.J --J :::, z ~~ 0 0 Cl O ti: a ti: ti ~z . zO +I -IO IO +I olii o w oo .,., co -.J + -.J z u+ -x + z co 0 • l.&J 0 0 + + zlO £ IO N IO N 0 0 (.J @~ ~~ <I! 00:: ~ a:: IO • 0 I-' 0 +I w (D(/J -J (/) ::c (/J J: v (.J ~ L...J IO ~ .(/) + 0 w -0 + ~ N f5 + (D a 0 IO 0 ~ • 0 0 "' -~ N IO 0 + 0 al> IO rf(!)L I ~ ~ .,., i:..... J r z z {~] Q t,-w ~ z z z 0 0 (.Jli 9 +I tf:e .w_o U Ol >* --, + ~a a:: <D WIO W 10 (/J (/J . ~ , I~ .~en -(/J t t t t t t z 0 1 F z .(.J 0 +I w ~~ t, .,., z C0 ·z •-~ w + 0 • co ic z (.J CO -co -·> L~ ............ z • t6 < ~ti 0 :et 1--i w 0 0 (.J u a N I • in , + ~ IO u) .W. ~ "' .... (.J ~ IO w + 'i:o ojf:n + ii: U>r I (I) 1--1 (,J NIO • -"' <I! co IO X..,; ~ u) w z ............ I-' • J.: (/J 0 i~! (/J -• >> ~ a ,.; In «;> z z f-' q w ---(/) -..... !xi z • ii: +I 0 -N C0 u IO X +d-r 1 +I co ~~J~ w ~ • ~~ .,., u co + w + ii: (/J --a:: -IO Ci: LU IO w (/J ~ • f-,:5 < • r r v Iii N f CONSTRUJ CT 680. 0 LF OF 15..:_i pvc IPE (C-905, DR tl8) z 0 ~T a w 0 z . z g 0 + ~ (.J .,., w IO al ~]~~ +I w 0 (/J v • + N .,., z IO I < ~ N <( 0 u w . (fl N s 0 0 0 -+ v IO 0 ~ N rq (/J ~ (D Cl L +I 0 0 "' 0 + Cl a st zo co IO Wv + (D • v ~ .o IO (/J IO I N ~ Ill ~ > r c,1 _z (/J l 1 1 ~ > Cl • NO J INTS SEENTE7 L=18' MIN co~ . ~ • co • w ,...:. tO ~--, 0 Ol co "l q 00 X I I co ~~ J t t t t t t t ~J ~_J F F ~ &l (.J +I W N z Z v 0 I z z + 0 0 "' ~ (.J (.J IO +I ;!;,-jj .... w ~ N (.J .,., (.J + ~ + ~ co "' (D ~ IO w +fl w (/J (/J Cl ~· ~ ' ~ N t t t t t t [ CL 22ND STJ I I L ;;; ' ~l ~] ~ IO ~T (D • IO ~j "' ----• "'i;, O-o •CO 119 w-~J w-= .l=j.,....e CD ►N : ~ Cl z+ co . ,,.. &:i oo X I 9--i r g I • c~ .... IO ~ (/J (D Cl N -N q 0 Ill Ill ~ 0 > z 0 -0 ~ + 0 0 oro L Oo + ..... ro I } LO-c::, <( I-:7 (f)w w~L z _Jw :r:w 0(1) ~ ~ ,,,.__/,.___,..,__...,, ~.]/•.___,....__., • ...__,,...,_~ ~_v,..,___. ~''----''---" .__,_,...,__/ • ...__,,...,__.., • ..__,,,...,__..,....._,, ... ____........_.,,-~ I f f t t t t f I t t f f These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. SCALE: H0RIZ: 1" = 40' VERT: 1" = 4' CONSTRUCTION NOTES: @ ® CONSTRUCT JOINTS CONSTRUCT 16" DUCTILE IRON PIPE PRESSURE CLASS 250 WITH RESTRAINED 16" DI SPOOL (CL 53) (U) CONSTRUCT 16" PVC DR 18 CL 235 AWWA C-905 CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 7 I I ~ I I CONSTRUCT CONNECTION TO 8" FIRE MAIN PER DTL 1 ON SHT D-110-~ REPLACE 8" SEWER~ @ @ INSTALL 16" BUTTERFLY VALVE (MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C . I I, I 1• / 1.' I I I I ----,- I ! I 6" GV 1'-l>c l / NEWPPRT L = 50'± PER SHT C-109 PROTECT IN PLACE CONSTRUCT 16" PIPE (C-905) 1• .. 1r,,,~ ,:· '" { 4o• A 56+27± QREMOVE AND REPLACE ~CURB & GUTTER--~ ± "SERV CON 22ND ST 0 0 @ @ @ @ ® @ @ @ @ ® @ @ @ @ INSTALL 16" BUTTERFLY VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C WITH VALVE EXTENSION PER DETAIL 3 ON SHT D-107 INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-6-L-C INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG STD-500-L INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD-511-L AND STD 510-6-L-C CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A STD DWGS INSTALL 16" LONG BODY MECHANICAL JOINT COUPLING W/ RETAINER GLANDS INSTALL 16" X 16" X 8" DI TEE (FLG) INSTALL 16" X 16" X 8" DI TEE (MJ X FLG) INSTALL 16" X 16" X 6" DI TEE (MJ X FLG) INSTALL 16" DI 45 DEGREE BEND INSTALL 6" DI 45 DEGREE BEND INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L INSTALL 2" SERVICE AND CONNECT TO EXISTING SERVICE PER CNB STD DWG STD-503-L, SADDLE SHALL BE FORD 202BS INSTALL 1" SERVICE AND CONNECT TO EXISTING SERVICE PER CNB STD DWG STD-502-L, SADDLE SHALL BE FORD 202BS ANCHOR BLOCK PER DETAIL 1 ON SHT D-107 @ LATERAL CROSSING PER DETAIL 1 ON SHT D-105 E 0 v LO 0 - <O ~ N ~ (Xl 0 "' 3: u Q) :.= 0 ~ 0.. u C <( C 0 0.. I l'-0 ;_:;,'f'-.:_;;,,;.,;;;ry.~, 2". SERV C /""V'.9~4 CONSTRUCT 1 6" DIP STA 50+66± =·=" @ CONSTRUCT SERVICE LATERAL, RECONNECT PER DETAIL 6 ON SHT D-106 jCLASS 250 W / /RESTRAINED JOINTS 1 " S ERV CON'---''--"--. .-/ RECONSTRUCT 8" SEWER SEE SHT C-109 @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY NOTES: 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. 3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DETAIL 1 ON SHT D-106 AND PER CITY OF NEWPORT BEACH STANDARDS. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN PIPELINE AND MANHOLES UNLESS PLANS INDICATE OTHERWISE. 6. FOR PIPELINE APPURTENANCES THE CONTRACTOR SHALL REMOVE AND REPLACE CURB, GUTTER TO THE NEAREST JOINT. FOR BIDDING PURPOSES ASSUME 10 LF OF CURB AND GUTTER IS TO BE REMOVED AND REPLACED. REPLACE PER CITY OF NEWPORT BEACH STANDARD. 7. CENTER PIPE AT THE EXISTING SEWER/STORM DRAIN CROSSING. ALL JOINTS MUST BE A MINIMUM DISTANCE OF 8' AWAY FROM THE O.D. OF THE EXISTING SEWER/STORM DRAIN CROSSING. 8. PROTECT IN PLACE ALL EXISTING MEDIAN ISLAND LANDSCAPING AND IRRIGATION. -- 9. PROTECT IN PLACE ALL EXISTING TREES, PALMS, AND PLANT MATERIAL PER SECTION 308 OF PROJECT SPECIFICATIONS. 10. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON SHEET G-002. 11. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT SPECIFICATIONS. SCALE: 1" = 40' - - -- - -0 40 80 @ INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG STD-500-L "MODIFIED" - REMOVE AND DISPOSE EXISTING FIRE HYDRANT BURY AND CONSTRUCT NEW DI HYDRANT BURY AND RE-INSTALL EXISTING BREAKABLE SPOOL AND HYDRANT. ® REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST @ 0 @ JOINT PER CNB STD DWG STD-182-L. REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-180-L. REMOVE AND REPLACE EXISTING COMMERCIAL DRIVEWAY TO NEAREST JOINT PER CNB STD DWG STD-161-L. REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS PER CNB STANDARDS. @) REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ REMOVE AND DISPOSE EXISTING FIRE HYDRANT @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION (§) TRENCH SECTION PER DETAIL 2 ON SHT D-106 -0 I -0 0 I") @ FLANGED BY MECHANICAL JOINT COUPLING ADAPTER J; @ CONSTRUCT 8" SEWER MAIN (VCP) IN SAME ALIGNMENT ~ @ REMOVE AND DISPOSE EXISTING SEWER MAIN (VCP) ~ Q / ~ CONSTRUCT CONNECTION TO 8" FIRE MAIN PER DTL 1 ON SHT D-110 .------1 ~ I") r-------------------r----""T------r-::~=;+:-------,--.-----"T""-------------------r----,-====--------r-------------------------...... -----1°' REVIEWED: ;3, PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX fl) -u TOM L. EPPE ON d~ ~ I RCE 36399 ~ - DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER [2 1----------------------.---------1~ OESIGNEO: DRAWN: 6/16 RECORD DRAWINGS "' t-,,-,.,.,,-:,.,.,-:,:,,,-"-CB""H+,..,.,,,,,...----"R-"'J-'"Wi-'--"-'4------+--------------------+-----I DATE________ 1-----------l[Q CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPR0VED SHEET ,; .._ ______________________________________________ _._ _________________ ......_ ________ ....__ ___ T""LaaE.M""A-'-R.;...;;;2.;;.0.;..;15;;.........._ __ • .._ ___ _,_ __________________ ....__ __ __. _________ ......_ ____________________ ......_ ______ __,.;:, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE NEWPORT BLVD 67$7267$“ W-5346-S C-108 10 63626160 10 0 59 -10 58 0 -10 6564 66 67 03/30/2015 03/30/2015 RECORD DRAWINGS --+- --+- --+- --+- 16''W 45" ---,,---,--·----·--.--· --·----, t t t t t t t t t t t tttttt CONSTR CT 955± LF OF 16" PVC PIPE (C-9O5) ,=._r EXIST FS OVER / Ct:-bF PIPE --------- I 11 • [ NO JOll'JTS SEE NOTE 7 L=-17' MIN I I I ----------- r cq 20TH ST t t -- --------- -- ----7 -- -- t t t t t t t I I ,......, + + + + ' j. t ~ CL t 1 TH ST --+- ~c .; ~--~C, (f)w wI Zif.) N ""r o· 0 I() 0 + Ol. -H IO 00 'l-o, S=O.QQOO l l t r::J -.0000 L ~ ~~il:,t:~~ I .____:------+-------c---.---~ NOTES: _Jw :r:w U(f) ~ ::!:? 0 q h-a., IO. >L N z ib ...J 10 N a:: j::!:o l <ll I al ~_J r el--_J - ~8 Fth Iii c-J al ~ (!). 1. CONTRACTOR SHALL VERIFY HORIZONTAL ANO VERTICAL LOCATION OF EXISTING UTILITIES. 2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36-INCHES. 3. PAVEMENT ANO PCC REPLACEMENT ANO PIPELINE TRENCH SHALL BE PER DETAIL 1 ON SHT 0-106 ANO PER CITY OF NEWPORT BEACH STANOAROS. 4. PROTECT IN PLACE EXISTING THRUST BLOCKS. 5. PROTECT IN PLACE EXISTING SEWER ANO STORM DRAIN PIPELINE ANO MANHOLES UNLESS PLANS INDICATE OTHERWISE. IO :!( ~~ t t 7. CENTER PIPE AT THE EXISTING SEWER/STORM DRAIN CROSSING. ALL JOINTS MUST BE A MINIMUM DISTANCE OF 8' AWAY FROM THE O.D. OF THE EXISTING SEWER/STORM DRAIN CROSSING. 8. PROTECT IN PLACE ALL EXISTING TREES, PALMS, ANO PLANT MATERIAL PER SECTION 308 OF PROJECT SPECIFICATIONS. 9. CONTRACTOR SHALL RESTRIPE CROSSWALKS FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE EXISTING CROSSWALK STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON SHEET G-002. 10. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN SHALL BE REPLACED PER GENERAL NOTE 31 ON SHEET G-002 AND THE PROJECT SPECIFICATIONS. NOTES TO CONTRACTOR: 0 q 0 + N <O. < [;, Iii c-J al > Cl Z 6" GATE VALVE EXIST 6" DIP---..._, 12"x6" REDUCER 12"x12" TEE--.;~ 12" BFV--,,-.,. 12" 22" BEND--=::::::..-1 ,,, ,,, 3" FIBER ,,- ~_.....,.......,, 4" STEEL GAS J 12" FLxMJ ADAPTER 12" FL x MJ 22" BEND {VERT) 12''W 16-W:..----.... TA 67+61± 29125 ND CONSTRUCTION CONNECT TO EXIST 16" Cl PIPE PER DTL 5 ON SHT D-103 TA 67+53± • •. 5" BENI) (L43.85") 38.76 . . D (L45.89") 6. FOR PIPELINE APPURTENANCES THE CONTRACTOR SHALL REMOVE AND REPLACE CURB, GUTTER TO THE NEAREST JOINT. FOR BIDDING PURPOSES ASSUME 10 LF OF CURB AND GUTTER IS TO BE REMOVED ANO REPLACED. REPLACE PER CITY OF NEWPORT BEACH STANDARD. 1. CONTRACTOR SHALL INSTALL K-RAIL AS REQUIRED FROM STA 59+00± TO STA 60+00± ffi CONNECTION DETAIL 2 CONSTRUCT 6" HOT TAP Q OF EXIST 6"W (pH::i) ~ SEE DTL 3 ON SHT D-110-. "--- FIRE SERVICE FOR SPAGHETTI FACTORY BEND 6''W STA 58+25.00 11.25" BEND {L9.25 (OOCONSTRUCT 16" PVC PIPE (C-9O5) CONNECT TO EXIST 6" W (ACP) PER DTL 3 ON SHT D-103 SCALE: NTS / 93 / TA 66+-18,00 1.,2s· BEND (L 13. 78")/ NEW 1" SERVICE FOR SEE DETAIL 2 ABOVE -"""''" BALLOON FUN TOURS FOR!:,90NNECTION DETAIL:;··;;,·~~~ CONNECT TO EXIST 6" W, (ACP) \. 90 PER DTL 4 ON SHT D-103 \ -~lbw,-· i='-J w f- <1'.' J--tn,l;a'.'.:'~--, +60 "AV CONSTRUCT 16" . ·. PIPE (C-9O5) ·-·, • STA 66+65.0 29 49 1 6" X 6" TEE . , •• -"///·/····. _,/ 1/ ___ .;;,:; .,. m -w SCALE: HORIZ: 1" = 40' VERT: 1" = 4' CONSTRUCTION NOTES: @ CONSTRUCT 16" PVC DR 18 CL 235 AWWA C-905 @ CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 Q.Y INSTALL 16" BUTTERFLY VALVE (MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C @ INSTALL 12" RW GATE VALVE {FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C @ INSTALL 16" BUTTERFLY VALVE {FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C WITH VALVE EXTENSION PER DETAIL 3 ON SHT D-107 @ INSTALL 6" RW GATE VALVE {FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD 510-6-L-C @ CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A @ @ @ @ @) @ @) INSTALL 16" X INSTALL 16" X INSTALL 16" X INSTALL 16" X INSTALL 1 6" DI INSTALL 1 6" DI INSTALL 1 6" DI 16" X 12" DI TEE (MJ X FLG) 16" X 6" DI TEE (MJ X FLG) 16" X 6" DI TEE (MJ) 16" DI TEE (FLG X FLG X MJ) 45 DEGREE BEND 22.5 DEGREE BEND 11 .25 DEGREE BEND @ INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L (@} ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY STA-63+13. @ REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS 8 6" X 12" T '93' CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION H GV V:.:;/ g· ~:::: > @ TRENCH SECTION PER DETAIL 2 ON SHT D-106 fl.Ali ENCASED E 38" 7+ SECTION SLEEVE 45" ' :1 "/ AV , A 61 +84.00• 1 ; -/--• -·•~ ' " " /25 /BE~D fL9po•g , ----FLANGED BY MECHANICAL JOINT COUPLING ADAPTER /}] <~i~,~~ij· J'O,..-.~_-__ -_ :_: e~ -,1 ~~·~~ •• :~i::-~;;;~~·. :; ---' ~~~:~:~~~ :;0:u::;: ~::~:IN:AL:: ~:XP~R p~::A::iw:E:T~;t:7~~ SHT ,::SJ,.... .~.__,'7"-i.-----''P---1--\.-+..;;·:..,1• -,---c -' • D-106 VJ l.u -', --•---cc.-!oc -62---\_ INSTALL 16" DI 45 DEGREE BEND {FLG) I E 0 v IO 0 - <O ~ N ~ (Xl 0 "' 3: -0 Q) :.= 0 ~ a. -0 C < C 0 a. I 00 0 -~ fl) Q) G: -Q) 6" HOT TAP Q) .c en ./ Cl < ~ -0 I ::s(" 7 29 46 TA 6 , ... -•• ,-, 11.25 a~·-·.N·\·D (L9.65j,-: ~,,, sTD-180-L 5 ~ ___ ~--~::_ --}'-----__ 16~"GXV 6 -•;;~~! 1----:~1.:::~:~~~:~~~~~~~~~::C:·c-',,~~~=-~-~-:;-;·~ -.1 / //' @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS ~ L:::::::~=:'~~~~_c_::~-==--~: -:-~-~-:-~-:-;·-:=;=::::::;::: '•'"lee_-----1 ,·!f,•-;::-~-~-~~~~~~~-~~~~f;_;~~~ ·., CONNECT TO EXIST PER CNB STANDARDS. 1 .------=--~---~-, ~'i.)--:.,--:--:--:--:--:--=-~-":"~;.:,·_"'<~r<-(7':~c, I ,~;_~_;:;-:·__: __:•~U,-"--;_, :'Jj-~ --1;:;;:::cr+_:Jd...,~:.'-""/_,"--_,,...,, \ . \ 12" W (PVC) PER ~ ~ . ".]/; ' ~~~~,~~4,o,.c2~~ \\_", • sFV. @ '~)?'? sHT o-110 ' '"'' ~ ~ ... " ...... -----ii These Record Drawings have been prepared based an lnfarmatlan submitted, In part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated int□ these plans as a result. -------------------.-----,------T-::-=-::~&-------,--r-----,------------------,--7-;;REC1V1.CE'i.WE~D'7: ______ T _______________________ .._ ___ I~ PLANS PREPARED BY: TETRA TECH fl) -u rn,~ ',i,., ON ~ I 17885 Von Karman Ave, Suite DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER 1---------------------r--------, ~ Irvine, California 92614 "' (949) 809-5000 DESIGNEDCBH DRAWN: RJW 6/16 RECORD DRAWINGS DATE.________ 1----------11Q (949) 809-5010 FAX l---....::;~1---...;.;,;"'-'-l-_l.,,;;,'->-l---'---+-------------------t-----1 SHEET ,; L ______________________________________________ L _________________ .l_ ________ _Lc_H_E_c_K_Eo_:TI!LJE]M~DA~AJLEl2Q01Jl 5L..l..::N,:::o:... L....:::o:AT.:,:E:.......1.:::.DE:::s:c:::R:::1P..:T.::10:::N:...:o:..F..:R.::EV:.:.::1s:::10::.N::s:.... ________ ...LP..:P..:R..:o..:v.:ED:L _________ L ____________________ L-______ ...,-;:, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PLAN AND PROFILE SANITARY SEWER NEWPORT BOULEVARD W-5346-S C-109 1010 0 -10 0 -10 03/30/2015 03/30/2015 RECORD DRAWINGS --+- --+- --+- --+- 7 t " r REMOVE AND REPLACE 8" SEWER (VOP) ~ r;iL=,-~42'±r ~ t ffi 15 VJ D.. u [~ ~SEW SCALE: t ~J -H "' N I') ~ > z I I I I 178.0' ER PROFILE 'A" HPRIZ: 1" = 20' VERT: 1· =, 4'1 j I I REMOVE AND REPLACE 8" SEWER (VCP) L==~42'.± ~ SEE PROFILE "f/-'' ABOvi \ 128~' I -¼-------l- NEWPORT BLVD 124"S-· CONSTRUCTION NOTES: @ REMOVE INTERFERING PORTION OF PIPE @ TRENCH SECTION PER DETAIL 2 ON SHT D-106 100 CONSTRUCT 8" SEWER MAIN (VCP) IN SAME ALIGNMENT SEWER LATERAL CONNECTION PER CNB STD DWG STD-405-L REMOVE AND DISPOSE EXISTING SEWER MAIN (VCP) REMOVE AND REPLACE EXISTING CONCRETE MEDIAN IN KIND PER CNB STANDARDS 150 REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. @ REMOVE AND REPLACE IN KIND EXISTING CURB ACCESS RAMP IN ITS ENTIRETY PER CNB STD DWG STD-181-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STID-180-L. @ REMOVE AND REPLACE EXISTING COMMERCIAL DRIVEWAY TO NEAREST JOINT PER CNB STD DWG STD-161-L. • • • • . . • • . I ' ' ' ' ' ' ' ' . I I RIM LEV. 17.31 ±I -H I<) a, N [~ I ::; Iii X w c.....l I I I SCALE: HORIZ: VERT: +t ~ VJ 0 ~ IO "11 ~ -H a, ::,; q z "' ~ --I ~ ::; --Iii t;:; -+-- ~ ...J z -+-- -+-- --+- --+- 6 1" = 20' t 1" = 4' L _j 1 I I I I I REMOVE-AND REPLACE EXIST 8"-s WER ,___J CGNS RUCT NEW-8" VCP .i L = 56'± '7 _J _j O.CATION_OF .G ill 1--1--+--+-..-+--+--+-------+-+-+-+-+-+---+------1- ~ RIM ELEV. 7.31±1 _j I E IS • FS OVER PIPE~ _-;: :r-__ [J / ' I I I I ( I '_, ' ' : ' 11111111-t ---l t -I / 1 RIM ,EL .18.p7± : : I r-+-4 / ' - L -J--,,r-I -+--+--+--+--+--+--+-rtf, i u :J : /E 1ST OCSD SEWER r---1 12'± -----. . . 77 ~z U-::i: r r· .. Q ... .J l ...... /Cl ( =0.0008±) I 'J ----I , I I I " I I -----i -~--;:------: 1:,1 I_J ,,-T. ----T --,----ti-__ J ----r 7 : , 1 t \i ~---~ I \ I t I l J -H "'" ,.... D.. • u 0 >~ I. ~~ "'-Iii ffi x/5 W -VJ SEWER PROFILE "B" ' SCALE: HORIZ: 1 " = 1 O' .,___,,~~-1':7-Y'......,..1-f1 i--......-....__,,......_..,,..__--"'-.....,M n ~"-1....., i::....i. 1 i i........ i........ ~ j j j j j j SCALE: HORIZ: 1" = 1 O' VERT: 1" 4' \ ---\ +--~~---+-- -;=="'Ir--",,---+-,~-, I:> ·J ·._/ [> SCALE: 1" = 20' 0 20 40 - L C ------c -----F ------- CONTRACTOR SHALL DISCHARGE BYPASS PUMPING SYSTEM ABOVE GROUND INTO EXIST OCSD MANHOLE. CONTRACTOR SHALL MAINTAIN ONE SOUTH BOUND LANE OPEN TO TRAFFIC AT ALL TIMES DURING BYPASS OPERATION. ALL LANES SHALL BE OPENED FOR TIRAFFIC WHEN BYPASS PUMP!NG !S NOT !N OPERATION. CONTRACTOR SHALL INSTALL K-RAIL AS REQUIRED AND DISCHARGE CORRESPONDING TO PROTECT ABOVE GROUND PIPING TO EXISTING MANHOLE. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 TOM L. EPPE ON RCE 36399 DESIGN ENGINEER"S NAME EXIST GAP BETWEEN CHANNEL & EXIST 8" VCP (ABOUT 1 FT) 8" SEWER CONNECTION DETAIL SCALE: 1 " = 2' NOTES: 1 1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES. 2. CONTRACTOR SHALL EXPOSE EXISTING INLET TO THE OCSD MANHOLE AND CHIP AWAY ANY GROUT HOLDING EXISTING 8" VCP WITHIN THE EXISTING 21" INLET. PRIOR TO CONNECTING TO THE EXISTING 8" VCP, THE CONTRACTOR SHALL PUSH THE EXISTING 8" VCP TOWARDS THE MANHOLE TO ELIMINATE THE EXISTING GAP AT THE MANHOLE BASE/CHANNEL. ONCE THE GAP IS ELIMINATED, CONTRACTOR SHALL MAKE CONNECTION TO EXISTING 8" VCP. REVIEWED: ~ SENIOR CIVIL ENGINEER (949) 809-5000 (949) 809-5010 FAX DESIGNED: DRAWN: 6/16 RECORD DRAWINGS l-;:;~:;-;;,;;:-'Ca:;B"-'Hf-;:-::,;,;,-..:R.::;J;.:.;Wf-b.~4-___: __ +-----------------+----l DATE ______ _ CHECKED: DATE: TLE MAR 2015 NO. DATE DESCRIPTION OF REVISIONS PPROVED 7 C: 0 "' C: .c 0 -~ ,; "3: E 0 L{) L{) 0 CD -:::. N -:::. ro 0 "' ~ "O ...: " ~ " VJ I "' 0 -u / "' " G: -" " .c VJ / 0 <( u / -0 I -0 0 t') -I ro r----"' 0) 0 I L{) "' / ro r----t') 0) 0 SHEET / D.. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 CONNECTION DETAILS W-5346-S D-101 03/30/2015 03/30/2015 RECORD DRAWINGS REM0¥E ANB BISP0SE EXIST 20" GATE VALVE AND VALVE BOX EXIST 20''W (CIP) 4'± COVER--~ TA 10+26.00 '1 AT 3'± COVER 'V' EXIST 6" W (ACP) SEE SHT C-101 FOR CONTINUATION EXIST 20" W (CIP) / --1---- TIED INTO EXISTING VALVE IN GOOD CONblTION---_.,, I EXIST AIR VALVE CAN (PROTECT IN PLACE) /·:· ~I I • /I 87 i.·'~ 18 I 110 90 REMOVE AND DISPOSE EXIST 20" CIP AND 20" GATE VALVE \_EXIST CURB & GUTTER CONNECTION DETAIL AT CD STA 10+ 16.0± CENTRAL AVE SCALE: 1" = 5' I I I I Cl EXIST 6" W (ACP) AT 3'± COVER tJ AT 3'± COVER ' ' l_;) -f ;Ii-,"'}'2,' -'.3J.:l~---.. -----:--==-----==-=--' 1tr7'(JZ'::J.: ·, - ' ' ' ----- 24" CML&TWG) STEEL PIPE ~ SL.EEVE 22· OTE NO. 2) 40 u > I ,_;_I ' ', • a '° I I I ' ' ' JOIN .EXIST 6"W (R\/C) +I a N SEE SHT C-101 NOTES FOR CONTINUATION 1. REMOVE PVC TO NEAREST JOINT AND MAKE CONNECTION. 2. INSTALL TWO DI. 6" 11.25 OR 22.5 DEGREE BENDS AND THRUST BLOCKS AS REQUIRED DUE TO VERTICAL GRADE DIFFERENCE. CONNECTION DETAIL AT STA 11+10.09 CENTRAL AVE SCALE: 1" = 5' 2 DID NOT FIND STRAIGHT PIPE FOR CONNECTION. PLACED OUTLET PER PLAN 45• BEND---.:...--J-v (COMB)®.Jr::f r /~tJ ---\::------I ~,-+, -- ' ' / : : ·-------~ I PROTECT IN PLACE ' I ---22• BEND ·····VERT +I 0 N -+--~, - 2) EXIST 12" PVC WHILE I CONSTRUCTING NEW 24 "W ~,:; !·•• -----!,~~"'"-+, ----...... ~-t ~----i--, ..... --...... "'\ ' ' f'.j\24" CML&TW '-VSTEEL PIPE ', \ ' I NOTES r-----" " ~ ' ' ' ' ' ' ": ----1,-2,-_·: " 1. MAKE CONNECTION IN 4 HOUR MAXIMUM OR PROVIDE HIGHLINE FROM NEAREST HYDRANT (FOR TWO SERVICES). 2. INSTALL TWO DI. 12" 11 .25 OR 22.5 DEGREE BENDS AND THRUST BLOCKS AS REQUIRED DUE TO VERTICAL GRADE DIFFERENCE. CONNECTION DETAIL AT STA 14+46. 76 -VIA LIDO CD SCALE: 1" = 5' ' ~---"'-·· .,,.._ ~XIST 8"W !(DIP) 4'± COVE~ (§)STA 6+05± TA 6+00.00 ( 1 o.o5·) SEE SHT C-104 I' 11 'I '' ; I , I 11 11 ! / I' cl ';'L 1 I 1 I 11 '' FOR PLAN & PROFILE 'I 11 11 I/ )( 45' PExMJ --.. --T - ---F-- SEE SHT C-102 FOR CONTINUATION )( )(--)(--X--X--l(--XX--l<l( 43 STA 5+68.89 (FINLEY AVE) SEE SHEET C-104 FOR PIPELINE PROFILE CONNECTION STA 20+06 SCALE: 1" = 5' -E--ttt·-- ' I I I I I ' I I ' 1--- 1 I I -.. -;-E- l c-:: I -£ I I ' I I I I I 1 'I -I ·:,/11 , I I 1 I 1 ! / :/ - I' I I ------I I 1T-- 1 I I I C.\I"-./ __ ~ -f+-c;:s I I I I I I' I I I I ----Ii -l- -c, I -'-'1 I' 24" CML&TW(i'\ STEEL PIPE \!( ; I I I ' ' , --------c+--1-¼-x,__,_-+-X-+--J<--~-1-x--x r ', I ' I DETAIL AT FINLEY AVE CD ,_·; I I I I I ' I I ' I I I 1, 1• "' l!i e• • ---~C°'-----,,,_·:::_-"c,-=:: ll~ _,:_ ~ IL' 'I CONSTRUCTION NOTES: I I I I I I I I I I ' I L I I I ' I I I ' I I I I I ' I I I TO TEST STATION SEE SHT C-103 FOR PLAN AND PROFILE 2' CONNECTION STA 36+42± SCALE: 1" = 5' (TYP) MIN 2'-0" MAX 3'-3" ' ' ' ' ' ' ' ' ' ' REMOVE MJ CAP AND CONNECT WITH!sg'I 24" MJ COUPLING \51 DETAIL 28TH ST 5 ---I ' @ @) @ @) @ OR 97 EXIST 6"/8" PIPE}_ 1,----------- OR OR OR 97 EXIST 6"/8" PIPE ---------=!~~ ____ [ _______ A OR -+----------------------+ L ____________ -LI--4.r-----i t----=1J--u-------------~ 2' MIN FROM NEAREST FITTING (TYP) REMOVE AND DISPOSE 6"/8" PIPE TYPICAL CUT-IN VALVE SCALE: NTS 6 r.'\ 24" CML&TW \V STEEL PIPE SEE SHT C-103 1: FOR CONTINUATIO~ I er n CUT-IN 6" VALVE r.;;;,, PER DETAIL 6 ON ~ THIS SHEET REMOVE & DISPOSE EXIST 6''W (DIP) 5± I I , I : I I I I I ' 1 I ' I ' i I C . .1 I I I i ! I c- l (DIP) 1 EXIST 6''W ====--r··~ 3-- ·-· ' 14 : n EXIST SERVICE_/ i T I I ___J_, __ I I ' I I er I.-,"., -------F-~' _: I~-, ---- ~=--=--~~ • .. J. " I ------ - - ----~ ----+---,--------,-1---- NOTE: CONTRACTOR SHALL MAKE 6" CUT-IN VALVE IN A 4 HOUR MAXIMUM OR PROVIDE HIGHLINE FROM NEAREST HYDRANT FOR ALL AFFECTED SERVICES. CONNECTION DETAIL 29TH STREET NEWPORT BLVD SCALE: 1" = 5' L j ------ 7 G) CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) FLANGED BY MECHANICAL JOINT COUPLING ADAPTER INSTALL 24" STEEL 22,5• BEND ® CONSTRUCT 24" DUCTILE IRON PIPE PRESSURE CLASS 250 (FLG X PE) @ CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 CUT AND PLUG PER DETAIL 3 ON SHT D-106 @) @ @) @ @) @ CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 CONSTRUCT 20" CML&TW STEEL PIPE (1/4" MIN. THK) 20" STEEL 45 DEGREE BEND INSTALL 24" X 20" STEEL REDUCER 1 CONSTRUCT BURIED INSULATING FLANGE PER DETAIL 3 ON SHT D-112 AND INSULATING FLANGE TEST STATION PER DETAIL 6 ON SHT D-112 @ INSTALL 6"RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C 9 REMOVE AND REPLACE EXISTING CONCRETE MEDIAN IN KIND PER CNB STANDARDS @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-511-L AND STD-510-L-C STD-180-L. c: INSTALL 20" BUTTERFLY VALVE (FLG) AND VALVE BOX PER CNB STD DWGS @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS g STD-511-L AND STD-510-L-C PER CNB STANDARDS. _§ 0 INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS ·; STD-511-L AND STD-510-6-L-C INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD 510-6-L-C INSTALL 8" RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD=510-6-L-C CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A INSTALL 6" OUTLET PER DTL 7 ON SHT D-1 09 INSTALL 12" OUTLET PER DTL 7 ON SHT D-109 INSTALL 8" OUTLET PER DTL 7 ON SHT D-1 09 INSTALL 8" DI 11.25 DEGREE BEND INSTALL 6" DI 90 DEGREE BEND INSTALL 24" LONG BODY MECHANICAL JOINT COUPLING W/ RETAINER GLANDS INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS CONSTRUCT CUT IN VALVE -8"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND STD-510-L-C PER DETAIL 6 ON SHT D-101 CONSTRUCT CUT IN VALVE -6"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND STD-510-L-C PER DETAIL 6 ON SHT D-101 REMOVE INTERFERING PORTION OF PIPE ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION CONSTRUCT 20" BUTTSTRAP PER DTL 3 ON SHT D-109 TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may hove been incorporated into these plans os o result. E □ l[) l[) 0 - <D .::::. N .::::. co 0 C: ,Q -" " C: C: 0 u I -0 -9- " " C: -" " .c ;:J-o <( ~ -0 ,------1 I -0 t-----------------"T""--"""7"------,-=:-::=~:-------r--1------r------------------'T"""----r.:-=:-:=,:-------"""T----------------------...... ------1g REVIEWED: -I PLANS PREPARED BY: co ~ TETRA TECH TOM L. EPPE ON I 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME 6/16 RECORD DRAWINGS SENIOR CIVIL ENGINEER :;;, 1---------------------.-----------1co DESIGNED: DRAWN: 5/15 6" PVC RELOCATION & WM r--- ...,,.,-=,,.,.,,,,,-'C""B"-H+-,,--=,----"-"""'"-1--'-"-4----f--------------------11-----1 DATE~------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ./ .__ ____________________________________________ .__ ________________ ..._ _______ __. ___ ...;T.;aLE"-""M"-'AR;.;...;;2;.;;0..;.15;;.......,__· ....... ___ ...... _________________ _._ ___ .__ ________ .._ ___________________ .._ _____ __,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 CONNECTION DETAILS W-5346-S D-102 03/30/2015 03/30/2015 RECORD DRAWINGS O! ,, S E SHEET C-104 F R CONTINUATION 31 29 STA 69+89± .._,,.._,,VE BEND (11 5") ~=STAI 69+84± 63 29 ~i (45"0'00" STA 6~+82± 97 JOIN ~XIST 6" AC ,, 6" IACP STA 70 '02.00 35 1 2 "X8" JEE I I 29 I t SEE S EIT C-104 FOR C NTINUATION SEE SHEET C-104 FOR CONTINUATION 12" PVC ,PIPE~ -+----- ---E EXIST 10" 1---'90 ,r---------1----- PVC PIPE~ ----_ ---·1(:'·~ 29 61 ROTATE BENDS ___.r"T:,._...,V;,;E;;,;RTICALL Y AS REQUIRED NOTE: MAKE CONNECTION IN 4 HOUR MAXIMUM OR PROVIDE HIGHLINE FROM NEAREST HYDRANT (FOR EIGHT SERVICES). CONNECTION DETAIL AT LU " Pl E STA 70+02 & 69+94± FINLEY ALLEY SCALE: 1" = 5' 1 These Record Drowings have been prepared based on information submitted, in part, by others. While this information is believed to be relioble, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 0 EXIST FIRE ,, . ... ------- EXIST 1 O" W (CIP) PIPE@ 80 STA 72+34± • 5' 1 = pZ NOTE: MAKE CONNECTION IN 4 HOUR MAXIMUM OR PROVIDE HIGHLINE FROM NEAREST HYDRANT (FOR EIGHT SERVICES). CONNECTION STA 72+34 SCALE: 1" = 5' DETAIL NEAR Fl N LEY ALLEY 2 ' ' \ E~IST 6." F'IRE .. HYDRAflff .. !Igo\ ' ' •, _l.:ATERA!c, (DIP) \ / ~ : V ' ! ' .,; /2 \_~/ 16'± RED ZONE ---+---tt- -3 --- l I _["7;if, =~ L---.::>' EXIST CURB / ,_ --7,,~ "'"- I I // '; i / ' ! ·, v; / ----'I-\ . '.' I --/2;1t * -' L ------. \/ *---x ni i --------------------------1 /1, ,11 / x------k--L --fc: 11 ',, ;\-!'. / ,I x--x ,,, 1_·--;,--+ / ! : Ir --x ','' ___ _ 7 /-,:. _____ yEXIST ABAN =~~7 • ~+--x ,,....._,,....._ /"" : ' __ .-----·-;/ ' /"" /, 30.5' ;I' t---------,---:--~-i ---- ' ' • ' 60 29 / \ i / ' ' ' ' ! ! ' ' ' • ' • CONNECT TO EXIST 6'~ (DIP)to ;SEENOE2 ' _,,.---.....,.---0,-,,. ' i:,~,:~ ~DIP) :' @6" 1PVc PIPE ' SEE s1-1krr c-105 : FOR cfmNUATION I I SEE SHEEP C-l05 FOR CONTINUATION-,......,iflr'-- J I SEE SHEET C-105 FOR CONTINUATION NOTES: 1" = 51 PIPE@ p :z I I I I " I I I I I _I __ ( " " ,, ,, ,, ,, " " ,, ,, ,, ,, ,, " " ,, I ,, -~---.......J " ,, ' ,, ' 1I , I roi-, CUT-IN 8"/ VALVE ' / / ~PER DTL II ON SHT D-. 101/ /: CONST CT CUT-IN VAl;..VE ~ _jj P-RIOR O CONSTRUCTll'IG / /: CONN CTION TO : , ;/ 24" ATER MAIN : ' " ' I' I' I ' 1I I I 11 ,, I II G I ,, ' /i ~ 1/ : ' ' C----='"J_~ - --_/ -I - _, JOIN EXISTi 8" A 'p ' ' ~ ' :""'---.::::ti---..J ' ' ' ' 12960'_ SEE ,:c;~ f : u C-103 FOR--1:1 CONT;lNUATldN /j) - ' ' I ---------! 113 43 'A 28+08.00 ' ' --F9R PROFII£-+ SE-E: - ----I DETAIL, 1 ON/ SHEET D-108 1 -._,,,, ',LJ-1 --@2"'"!,['.,_ -I ". - ' - - - -_J_ - - - - -90 - -'1 ----- Y-- 1" == 5' ---.. t...::..:=--,....,, ~ ,, - \- 24" CML&TW0 STEEL PIPE '--~---- _/ ~XIST 36" SD (RCP) PROTECT IN PLACE ' ' -------t ------ ,--:s":-:::r?-- - -~3• NOlE: MAKE 8" VALVE c-0 I ·--:;---etJ-T',--IN -tN-4 --HeUR MAl<IM\;JM 1. MAKE CONNECTION IN 4 HOUR MAXIMUM OR PROVIDE HIGHLINE FROM NEAREST HYDRANT (FOR FOUR SERVICES). CONNECTION DETAIL' NEAR STA 28+08-NEWPORT BLVD OR PROVIDE HIGHLINE FROM NEAREST HYDRANT (FOR ALL 4 AFFECTED SERVICES). 2. INSTALL TWO DI 6" 11.25 OR 22.5 DEGREE BENDS AT THRUST BLOCKS AS REQUIRED DUE TO VERTICAL GRADE DIFFERENCE. _____________________ __, , • = 5' P:ZI CONNECTION ALONG 32ND SCALE: 1 • = 5' DETAILS ST FOR PROFILE SEE DETAIL 3 ON SHEET D-108 ED }-y----::=:;j~~=:;-::::-7t CONSTRUCT CUT-IN-½\LYE PRIQ8, TO ;,' • CONSTRUCTION OF CONNECTIONi'.TO .• • 24"W AND RELOCAl/ow OF 8" ,PIPELINE i ' ' ' ' ____ __JT-- 1 ' I SEE SHEET C-103 FOR CONTINUATION STA 30+63.40 43 r SCALE: 1" = 5' CONSTRUCTION NOTES: 0 CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) @ CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 @) CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 @ @) @ @ @ @) @) @ ® @ @ @ @ @ @ @) ® ® @ @ @ @) @ @ (§ CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 INSTALL 12" RW GATE VALVE (FLG) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-6-L-C INSTALL FIRE HYDRANT ASSEMBLY PER CNB STD DWG STD-500-L INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD 510-6-L-C INSTALL 8" RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD=510-6-L-C CONSTRUCT THRUST BLOCK PER CNB STD DWG 51 0-L-A INSTALL 6" DI 11 .25 DEGREE BEND INSTALL 6' X 6" X 6" DI TEE (MJ) CONSTRUCTION NOTES. (CONTINUED): INSTALL 12" X 8" DI TEE (FLG X FLG X MJ) @ FLANGED BY MECHANICAL JOINT COUPLING ADAPTER 0 CUT AND PLUG PER DETAIL 3 ON SHT D-106 0 REMOVE AND SALVAGE/DISPOSE EXISTING FIRE HYDRANT AND FIRE HYDRANT LATERAL @ INSTALL 6"RW GATE VALVE (MJ) AND BOX PER CNB STD DWGS STD-511-L AND INSTALL 8" X 8" X 6" DI TEE (FLG) STD-510-L-C INSTALL 12" X 12" DI TEE (FLG X FLG X MJ) INSTALL 8" OUTLET PER DTL 7 ON SHT D-109 INSTALL 8" X 8" X 6" DI TEE (MJ X FLG) INSTALL 8" X 6" DI ECC REDUCER (FLG X MJ) (FLAT ON TOP) C 0 [/) C .c .Q, " "ji E 0 <O LO 0 INSTALL 8" DI 45 DEGREE BEND ~ INSTALL 12" DI 11 .25 DEGREE BEND '° ~ .:::;_ INSTALL 8" DI 22.5 DEGREE BEND @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST ~ INSTALL 8" DI 11.25 DEGREE BEND JOINT PER CNB STD DWG STD-182-L. :g 0 REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG INSTALL 6" DI 45 DEGREE BEND ~ STD-180-L. en CONSTRUCT 1 O" PVC PIPE DR 14 AWWA C-900 @ REMOVE AND REPLACE EXISTING TRAFFIC SIGNAL LOOPS, DETECTOR AND CONDUITS 1 PER CNB STANDARDS. INSTALL 1 O" DI 11.25 DEGREE BEND @ INSTALL 6"x6"x6" DI TEE (MJxMJxFLG) INSTALL 12" X 6" DI ECC REDUCER (FLG X MJ) (FLAT ON TOP) INSTALL 12" X 1 O" DI ECC REDUCER (MJ) (FLAT ON TOP) INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS CONSTRUCT CUT IN VALVE -8"RW GATE VALVE (MJ) AND BOX PER CWB STD DWGS STD-511-L AND STD-510-L-C PER DETAIL 6 ON SHT D-101 0 -" 0 C 0 :;:; " " C C 0 u I N D @ 10' // '-/ ' -----~------~ ----------------REMOVE INTERFERING PORTION OF PIPE -9- EXIST 6"W VALVE 440' @ INTERSECTION OF BALBOA BLVD AND ' STA ,29+50.0 @ OTE: MAKE 8" VALVE CUT-IN IN 4 HOUR MAXIMUM OR PROVIDE ,n:;"\ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY " " C: ' 30TH ST i::·:,-:i,, I I JOINT EXIST 8"W (CIP) • 13 IGHLINE FROM NEAREST HYDRANT TO SERVICES / RESIDENTS ALONG ~ ,, 0 j 9TIH STREIT AND 30TH STREIT. @ I: ·~, ,' CONNECTION DETAIL NEAR @ REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION -" " .c ;:J-o <( -'1 \ / / I ·- I ,' I CONNECTION DETAIL AT STA 29+50 CD NEWPORT BLVD AND 30TH ST s SCALE: 1" = 1 O' FOR PROFILE SEE DETAIL 2 ON SHEET D-108 - ffi SEt/ SHEET\ C-1(13) STA 30+63.40-NEWPORT BLVD 6 r,;:;,, -FO~ CONTIN,UATI(/N ® ,------1 'f INSTALL 6" DI 22.5" BEND TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS ~ i ' i SCALE: 1" = 5' ..--,,, 0 ll=----=--.....,,-,..... ..................... .....,, ........... ""T"--"""7------,r::-::-=~:-------r---r-----r-----' ..... """--......L-----------r----,-===---------r----------------------....L-----lg REVIEWED: PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX TOM L. EPPE ON RCE 36399 DESIGN ENGINEER'S NAME -I co ~ ~ 6/16 RECORD DRAWINGS SENIOR CIVIL ENGINEER :;;, 1---------------------.-----------tco DESIGNED: DRAWN: 1 0/15 LATERAL RELOCATION " t-,,,..,.,,-,,,..,.,,,,,-"C'-"B"-H+-,,-=--,--"-""'-"-f--'===4----f--------------------11------1 DATE~------1-----------1~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ./ i...::.."'-=,....,,.....=-"...,,."""=,....=-"'-='""",....._.,=.....,,--,,.....='"=.....,....,.,,...=''=_,,,...,,,,.....,,.._,,...='...,,,.....,,,......,....,,,,.....,,_,.....=-"...,,....,......,,...:::.L-----------------...L.----------'---..:T..:aLE=M::;:AR~2;.:;0:..:.15::::.........L-·.....1.. ___ ......1. _________________ .....J.. ___ L-________ .L.. ___________________ .L.. _____ ---J a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 CONNECTION DETAILS W-5346-S D-103 03/30/2015 03/30/2015 RECORD DRAWINGS '.{1 t, I 1/l,-EXIST 8" W (DIP); ,,, ! I! I • ,': I REPLACE VALVE I ,, I I -- ----- SLEEVE :.-·C\:: -, SEE SHEET C-106 FOR CONTINUATION - SLEEVE -- °"-CATV & EDISON CONNECTION STA 80+02 SCALE: 1" = 5' -._,.:ct; --- --------"' - ---f ---~ -T - NEW GATE VALVE DETAIL AT 29TH ST - l -- CD /• ffi'~:d•~~29 31· NEWPORT souWEVARD . . Sl;iE SHEET C-8 FOR CONTINU ION ' ' \ • '/ 1 ,,........r. _ _;I ___ -~ "7~~--~....;..1 -:_-:_-_-_-_-_--======-----_ -_ 1-111\l -'-J---ill-'----IIIIMlt-- --lll-1 v-111-"'"""".'"-t--- 27 29 46 STA 63+05.00 -----16 X 6 TEE, 6 GV 21 STA 63+09.00 --, /_ 16 BFV I I / I \ 1 ~ _ • :<_., FOR CONTINUATION l==7~--==-=--=-=-..::S::_I -=·=-·~.--;;;:--;--:==--...:"'"'c==-=:::...1cz,,--, -, -sEE DTL 2 ON SHT D-110 N FOR PROFILE SEE DETA 6 ON SHEET D-108 1. MAKE CONNECTION BY HOT TAP 6" SIZE (SIZE ON SIZE) TO MAINTAIN WATER SERVICE 2. LOCATE 1" AV IN PARKWAY BETWEEN EXISTING FIRE HYDRANT AND STOP SIGN. CONNECTION DETAIL AT STA 63+05-NEWPORT BLVD SCALE: 1" = 5' 4 & REVISED DETAIL ON C-108 SEE SHEET C-106 FOR CONTINUATION -- -.. .-""'.-~~ ,-..\Ii'"~ ;~TE ~--~-·~·~7 ----\ GATE VALVE I I \\\l EXIST 16''W(DI OVE CONNECTION 1 O' l~TO LEY WITH NO BENDS I _,, ... ,, ___ ! DETAIL C I I I I I --,,···:1---fB)-- @--/ EXIST 1 6 W (DIP) C 90 .' - _ _ _ 1 r' - _7 ------- - - I F'" - - ---- --- --I - - --- STA 60+58.00 r-.r-...r-... 16" X 6" TEE 6" GV ' -, v, REMOVE vALVE)~o INSTALL PLUG ' •• 1 93 117 BLOCK ON END __ _ C ---.. , C ---- PROTECT IN PLACE EXIST WHEELCHAIR ACCESS RAMP CONNECTION STA 84+00± 28TH STREET 2 SEE SHEET C-108 FOR CONTINUATION ~t~~~-:..~-:..~~=-:-::-:-=-=-=-=-=~===1-~---=---=---=~~~======~ SEE SHEET C-108 FOR CONTINUATION 2: <I_ ' u. I I I I I I f' I I :" I I I I I I I I I I I w CONNECTION DETAIL 19TH STREET AND ALLEY SCALE: 1" = 5' -, JOIN EXIST 16 W I lj STA 67+59± _,,....... 2 AV 16" W (CIP) 5 11 "'· NOTIE: MAKE CONNECTION BY HOT TAP 6" SIZE (SIZE ON SIZE) MAINTAIN WATIER SERVICE. FOR PROFILE SEE DETAIL 5 ON SHEET D-108 CONNECTION DETAIL NEAR STA 60+58-NEWPORT BLVD 3 SCALE: 1" = 5' CONSTRUCTION NOTES: @ CONSTRUCT 16" DUCTILE IRON PIPE PRESSURE CLASS 250 WITH RESTRAIN JOINTS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. C 0 [/) C .c .Q, " CONSTRUCT 16" PVC DR 18 CL 235 AWWA C-905 CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 ================================-1.jic CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 @ REMOVE INTERFERING PORTION OF PIPE CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 @ INSTALL 16" X 8" DI ECC REDUCER (MJ) (FLAT ON TOP) INSTALL 16" BUTTERFLY VALVE (MJ) AND VALVE BOX PER CNB STD DWGS @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY STD-511-L AND STID-510-L-C INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS @) REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS STD-511-L AND STID-510-L-C @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION INSTALL 16" BUTTERFLY VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS tR. STD-511-L AND STID-510-L-C WITH VALVE EXTENSION PER DETAIL 3 ON SHT @ INSTALL 6" DI 22.5" BEND D-107 A INSTALL 6" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS @ TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS STD-511-L AND STID 510-6-L-C FLANGED BY MECHANICAL JOINT COUPLING ADAPTER CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A CUT AND PLUG PER DETAIL 3 ON SHT D-106 E 0 <D LO 0 <D "'-N '-co 0 o> 3' "O [/) 0 INSTALL 6" DI 11.25 DEGREE BEND INSTALL 16" X 16" X 12" DI TEE (MJ X FLG) INSTALL 16" X 16" X 6" DI TEE (MJ X FLG) INSTALL 16" DI 45 DEGREE BEND REMOVE AND DISPOSE VALVE BOX PER PROJECT SPECIFICATION AND CONSTRUCT w PLUG AND THRUST BLOCK AT EXIST VALUE END. 0 CONSTRUCT 8" HOT TAP OF EXISTING 8" DIP PER CNB STD DWG STD-507-L C 0 :;:; INSTALL 8" DI 22.5 DEGREE BEND INSTALL 8" DI 11.25 DEGREE BEND INSTALL 6" DI 45 DEGREE BEND INSTALL 6" DI 90 DEGREE BEND INSTALL 2" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L INSTALL 1" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L CONSTRUCT 6" HOT TAP OF EXISTING 6" ACP PER CNB STD DWG STD-507-L INSTALL FLIEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS 2 INSTALL 16" DI 45 DEGREE BEND (FLG) INSTALL 16" X 16" X 6" DI TEE (FLG) 5 REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. " " C C 0 u I "' D -0 @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD STD-180-L. DWG,: @ REMOVE AND REPLACE EXISTING CROSS GUTTER TO NEAREST JOINT AND CONCRETIE PAVEMENT PER CNB STANDARDS. " C: -" " .c ;:J-o <( ~ -0 ,------1 I -0 ..-------------------"T""--"""7"------,-=:-::=~:-------..-----r--,.....__"T"" _________________ "T""" __ --r.:-=:-:=,:-------"""T----------------------....... -----1g REVIEWED: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I co ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER :;;, 1---------------------.-----------1co DESIGNED: DRAWN: 6/16 RECORD DRAWINGS r--- ...,,.,..,,,.,,,.,.,,,C"'c""B"-H+,,,=,---R"'"J'""W-1-'=====4-----+------------------+----I DATE~------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ./ .__ _________________________________________ __,_ __ .__ ________________ _._ _______ __. ___ ...;T.;aLE"-""M"-'AR;.;...;;2;.;;0..;.15;;...._,__·__._ ___ __. _________________ __,_ ___ .__ ________ .._ ___________________ .._ _____ __,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 CONNECTION DETAILS W-5346-S D-104 03/30/2015 03/30/2015 RECORD DRAWINGS n S EXIST 24" THK REDUCER THRUST . _ ~LOCK (WIDTH 132" .. t,1IN) C ---j.:)- EXISTING CONDITION DETAIL A SCALE: 1" = 5' ~I~~~-j 1[',''1/l/'. .• Ar1::,,\·: -----1fi' -:._:,,\·.,- I 6'x1 a· CONCRETE BLOCK TO ENCASE ~· (cin\....,. - -I::; '1il' -_=1 '\... -1 s·',i>' - r I .... 1. _ EXISTING OFFS.~, CONNECTED TO _ ... -• VERTICAL/HeRtZdNTAL PIPING D~ -SEE ABOVE EXISTING r--~ '\... I I 7 CONDITION DETAIL A --. L_ _,.I_ . ' _, SL ',I----'$1 , S ------s_---+SL------ XIST PIPE /rur~lllGAJP~ 50+05.00 29 53 NSTALL RETAINER GLANDS BEND (CciMatNED) 3 L=24" MIN TO 60" MAX ,:_;,....\_ I \i (30" COVER)} EXIST CURB FACE C . .T\i --- -----l---- T~--- 4"C----- C -----l--E-----F NEWPORT BLVD -------,-,,..l----,+-'lll,1D-,-+----.,,FOR CONTINUATION SEE SHT C107 --=--==---=---==-=-=---===---------=-=-=-=-=-=-=-=-=-=-=-=-=-- CONNECTION DETAIL AT STA 50+00 AT NEWPORT BLVD SCALE: 1" = 5' NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO ACTUAL PIPE EVACUATION OPERATIONS. 2. CONTRACTOR SHALL COORDINATE SHUT-DOWN OF ALL EXISTING WATER MAINS WITH THE CITY. 1 10 5 0 ~ I-0,: 0 a. 0 z z N ~ N 0~ 0 ~U) 0 N..-f""' c:i +~ro 0 r--co~ + ION r-- 0 ..:c:iq C) Ii, I o ~ II~~ VJ 90+00 EXISTJNG ' ' L CONSTRUCT 58± LF OF 811 VC PIPE (C-9OO DR 14) ~ z~ :::; ~ • 0,: (0 ...J (.) EXIST SURFACE OVER <t OF PIPE J) ~ 0 S=0.0021 0 0 i::; + 0 C) IO G E ADDITIONAL TEMPORARY THRIUST BLOCKING AS REQUIRED FOR TESTING) I STA 90+47.50 45 BEND (L45.86") 1" AV --'u i.::..,_ __ S=0.0062 -H IO v + 0 0 0 C) ~ 0 VJ ~ -• • v IX) -+ -0 C) 0 In 'Sf' ID ~ (.!) C) N -co N I, I I I-(/) w Cl z N N (0 I ' 0 IO + 0 C) ~ VJ ID (.!) 30" IN COVE EXIST 8''w (ACP) 5"'-.0364 S=-0.0080 Ii: Ii: -..I -..I ~ li::b:: Ii: 0,: lJJ lJJ lJJ lJJ >> >> ~::.i-~~ "': 0 NN 0 NN -~ :i:: -H + :i:: -H oin 0 oin vLJJ v C) v LJJ v .,, z lJJ ~ -zw -.j! 1ii < VJ -.j! 1ii < >::::.1-> ::::. I- 2 00 ID 2 00 -(.) 0,: (.!) -(.) 0,: 90+50 lJJ a. 1[ I- VJ x lJJ -H 0 :8 I-~ I--H + (.) '": 0 LJJ v C) z~ ~ z> Oz (.) - SCALE: HORIZ: 1" = 5' VERT: 1" = 2' CONSTRUCTION NOTES: @ CONSTRUCT 16" DUCTILE IRON PIPE PRESSURE CLASS 250 WITH RESTRAINED JOINTS ® CONSTRUCT 16" DI SPOOL (CL 53) @ CONSTRUCT 16" PVC DR 18 CL 235 AWWA C-905 @ CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 @ @ @ INSTALL 16" BUTTERFLY VALVE (MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C INSTALL 16" BUTTERFLY VALVE (FLG X MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C WITH VALVE EXTENSION PER DETAIL 3 ON SHT D-107 INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-6-L-C CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A INSTALL 16" LONG BODY MECHANICAL JOINT COUPLING W/ RETAINER GLANDS 0 C \---S- @ INSTALL 16" X 16" X 8" DI TEE (FLG) @ INSTALL 16" DI 45 DEGREE BEND ----CAT\/-.-' -' • --T--,·--T [- / ,, ________ ,, 45· Bti'lDS (VERT) l ----- 45• BENDS (VERT) -----: -.f'G ------/ \ ~· ~\ ''c; -l---E-- l -q-- :-:J I NEWPORT BLVD STA 57+21.00 NEWPORT BLVD = STA 90+00.00 (22ND ST) 16" X 16" X 8" TEE (FLG) 23 25 29 33 I FOR CONTINUATION SEE SHT C-1 07 ,,, CONNECTION DETAIL AT STA 57+21 AT NEWPORT BLVD 2 SCALE: 1" = 5' --E- @ INSTALL 8" DI 45 DEGREE BEND @ INSTALL 8" DI 22.5 DEGREE BEND @ INSTALL 8" DI 11.25 DEGREE BEND QY INSTALL 1" AIR AND VACUUM VALVE ASSEMBLY PER CNB STD DWG STD-515-L Q9 INSTALL TEST BULK HEAD PER DETAIL DETAIL 4 ON SHT D-106 @ ANCHOR BLOCK PER DETAIL 1 ON SHT D-107 @ REMOVE INTERFERING PORTION OF PIPE @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @]) REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION @ TRANSITION COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS @ FLANGED BY MECHANICAL JOINT COUPLING ADAPTER @ CUT AND PLUG PER DETAIL 3 ON SHT D-106 @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-180-L. NOTE: MAKE CONNECTION IN A 4 HOUR MAXIMUM TIME LIMIT. USE HIGH EARLY STRENGTIH CONCRETE. These Record Drawings have been prepared based an information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. C 0 [/) C .c .Q, " "ji E " r--- LO 0 co "-N '-IX) 0 " -" 0 C 0 :;:; " " C C 0 u I v 0 -9- " " C: -" " .c ;:J-o <( ~ -0 ,-------1 I -0 3. THERE IS A MINIMAL CLEARANCE FROM EXISTING WATER MAIN AND EXISTING PARALLEL ELECTRICAL. CONTRACTOR SHALL PROVIDE r---.L..---------------r----"""T"------r-::~=t:,--------,--,-------r-'="'------------------r----,-====--------r-------------------------.L..----1g REVIEWED: ADEQUATE UTILITY SUPPORTS TO PROTECT IN PLACE EXISTING UTILITIES. PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I co ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER :;;, 1----------------------.----------1co DESIGNED: DRAWN: 6/16 RECORD DRAWINGS r--- t-,,-,.,,,-,,.,.,,,,,,-"-CB""H+,-,-,,,,,...----"R""J"'"W+==::.+-----+-------------------+-----1 DATE~-------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET / .._ ______________________________________________ _._ _________________ ....._ ________ _._ ___ T.;,,;LaaE.M""A-'-R.;...;;;2.,;;.0.;,,;15;;.......,_ __ • .._ ___ _,_ __________________ _._ __ __. _________ ...._ ____________________ ...._ ______ ___,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 TYPICAL LATERAL DETAILS W-5346-S D-105 10 0 -10 30 31 03/30/2015 03/30/2015 RECORD DRAWINGS 5 0 30 40 50 60 10 201000 5 0 30 40 50 60 10 201000 EXIST ROW EXIST ROW EXISTING FIRE HYDRANT- I OVER Cf_ OF PIPE I / EXIST SURF, CE r _________ J ____ -------------------------- EXIST SERVICE BOXES-~ r----~-.... I I EXIST SURFACE OVER Cf_ OF PIPE ~---------------------~--------~ •• \ 1111 . I I •,-., ---TO FIRE HYDF ANT CONNECTION I I I I I I 1 L .......... ---1 I II \.-------f--;;:~;;iii~~:;~;;i===r· ~ , , SLOPE VARIES S= '---,-t=======~=~~;~:...(~~or0~1 ]T~o_:st=~O~.o~5:t.) --7l---,---'"TO FIRE MAIN CONNECTION SEE SHT C-107 FOR WATER MAIN INVERl 5 - TYPICAL LATERAL PROFILE 1 SCALE: AS NOTED 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 7 V . A r-..-v,v--v.-=-. . .-"v,.......r V T r r PROTECT IN F LACE 8" SEWER V .......... ,,,..J V > I > 17 t > I > .I 1>1 > I > 17 > I > I > I > ,, • (> 17 t > I • > I > I > I > I > • I > I [' ~ -A -i _J . ··-•• :" ~-: _J ' _....... 7 L L i ~ Rl~-E[E\7:-\ ,-----t 7 .37± r➔ IM ELEV.= EXIST. g / 1 .87± OVER 'IP~:-, , , , ) I T t I _ _r ~--~_J_l~----~ / ~ a, ci ~ ----1 --T --,---1---,-----s;;;.:.-.0024,---------r --1--1------"' ,-' ; I I I I I ' i Ll ,__, a REMPVE AND REPL, CE 8" SEWER::t::J L tJ ".ii' I I I I I I I I r--(0 a ~ °" > Wz [~ :c ::::. 0.. ~ tii • X co w '' I : \ ' ' ' ' ' ' ' " I V ' L--- A t--"'_, A .__..,A, .,,__7_, _J .----! A l ◄ 1 C I ) ◄ I L ~-I ◄ ;J ◄ ' ◄~ I I ◄~ ◄J I ◄ --r ◄ }1 I --- SCALE: HORIZ: 1" = 5' VERT: 1" = 2' I ' ------------------------------~ 1.------+----+---__,...LJ SEE SHEET C-107 FOR WATER MAIN INVERTS _J-1 -------------------------------- - SCALE: HORIZ: 1" = 5' VERT: 1" = 2' TYPICAL SERVICE PROFILE 2 SCALE: AS NOTED "--"A.A...A..AAAAA ,-, ... ,0,.,. ;,;.._•-AAAAAAA/ ------ ------,i"")-------- ' ' I CONNECTION STA 32+03 ~FOR CONTINUATION ~ / SEE DTL 7 ON SHT D-101 DETAIL -29TH - ST' 4' CONSTRUCTION NOTES: 0) CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN THK) @ CONSTRUCT B" PVC DR 14 CL 305 AWWA C-900 @ CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A @ INSTALL 6" OUTLET PER DTL 7 ON SHT D-109 @ INSTALL B" OUTLET PER DTL 7 ON SHT D-109 @) INSTALL 8" DI 22.5 DEGREE BEND @ INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. C: 0 rn C: _c .Q, -~ ·;;; E 0 ,.... LO a ~ <D '-N '-co D "' ~ --c, rn 0 -Q) 0 Q) ~ 0 ~ 0.. I LO D ~ 9-rn Q) C: -Q) Q) _c ;:J-o <( ~ -a FINLEY AVENUEG / SCALE: 1" = 5' .------1 I r------------r----;-----~=±_------r-----r---~--------=:::::-:::::..._ __ ~___,~==------r---------------L-l_--1~ / REVI )NE:D: REVIEWED: SEWER PROFILE - PLANS PREPARED BY: TETRA TECH /~ 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX ~\>.arESS/~ l./'.r .. ....,."VJ ' , $ ,._s 1.ifp(1t~'<' $, / 1 _ Pn._~ ,.. (nil~ ~ "' V-TOM L. EPPE tgoN S -~ RCE 36399 ~ E,:0a~ro~1 ; DESIGN ENGINEER'S NAME ,J' ... 1_,. C / v \ \. ~~ DESIGNED: DRAWN: /_\ < OF c~\. 1~<:S CBH RJW / 6 \ ~ SENIOR CIVIL ENGINEER 6/16 RECORD DRAWINGS DATE~------ ~ I co r--,.., 0) D I LO ,.., / 1---------------------.----------tco ,.... ,.., 1--------~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS 'PPROVED SHEET ./ .__ ____________________________________________ .__ ________________ ....._ _______ __. ___ ...;T.;;;LE"-""M"-'AR;.;...;;2;.;;0..;.15;;.......,__· ....... ___ ....... _________________ _._"_' __ .__ ________ .._ ___________________ .._ _____ __,o.. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 PIPE DETAILS W-5346-S D-106 03/30/2015 03/30/2015 RECORD DRAWINGS CD LIMITS OF 2" GRIND & 2" FINAL PAVING CAP CD ~>------------------------,~ i3 SEE NOTES 1 AND 2 i3 ~ ~ o LOCATION OF o ~ SECOND SAWCUT ~ ~ ~ w LOCATION OF w ~ z ~ ORIGINAL SAWCUT _7-SAWCUT & TACK COAT (TYP.) TRENCH WIDTH + 36" /""2" GRIND (TYP.) EXIST. A.C. PAVEMENT • EXIST PAVEMENT TlRENCH WIDTH /TRENCH RESURFACING (WITHIN / PAVED AREA) PER DETAIL 1 ------BACKFILL, SEE N0TIE 6 ~-,METALLIC WARNING TAPE / LOCATOR TRACER WIRE (PVC PIPE) PER PROJECT SPECIFICATIONS. SEE GENERAL NOTE NO. 57 AND NO. 59 ON S E G-00 . co +----. h-EXIST C0NC (WHERE 1-------~~~ NOTED IN TABLE 1. REPLACE A.C. PVMT. WITH REQUIREMENT PER TABLE 1 NOTES: SEE N0TIE 8) BACKFILL PER REQUIREMENTS PER TABLE 1 AND DETAIL 2 1. AC PAVEMENT REPLACEMENT SHALL BE PLACED NO LESS TlHAN FLUSH WITH ADJACENT EXISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TlRENCH REPLACEMENT SHALL BE COLD PLANE (GRIND) ALONG WITH THE ADJACENT AC PAVEMENT TO THE WIDTH NOTED IN THE SPECIAL REQUIREMENTS COLUMN OF TABLE 1. 2. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE 0UTIER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTIER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAW CUT THE EXISTING PAVING 18 INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). WHERE SPECIFIED, IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 2" (A MINIMUM OF AN ADDITIONAL 18" OR 36" OUTSIDE OF THE TRENCH). THE PERMANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED. 3. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING/GRINDING AND CAPPING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. SEE GENERAL NOTE NO. 32 ON SHT G-002. 4. CONTRACTOR SHALL CLEAN THE STREET USING A SWEEPER PRIOR TO END OF EACH WORK DAY. 5. CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER VALVES, SEWER/WATER WATER MANHOLES TO GRADE AFTER FINAL PAVING IS C0MPLETIED. 1. 2. 3. 4. 5. 6. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM TO ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90%. BEDDING AND BACKFILL SHALL BE PER CITY OF NEWPORT BEACH STD-106-L AND PROJECT SPECIFICATIONS EXCEPT AS MODIFIED HEREIN, TRENCH WIDTH SHALL BE 0.D. + 12" MINIMUM OR 0.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TlRENCH SHORING OR SHEETING. THE MINIMUM DEPTH FROM EXISTING FINISHED SURFACE TO TOP OF PIPE SHALL BE 36-INCHES UNLESS OTHERWISE SHOWN ON PLANS. WITHIN STREET RIGHT-OF-WAY BACKFILL ABOVE THE BEDDING SECTION PER DETAIL 1. TYPICAL TRENCH SECTION 2 SCALE: NTS 6. TIRANSVERSE TRENCHES ARE ANY TIRENCHES WHICH ARE PERPENDICULAR TO THE STIREET CENTIERLINE, i.e. CROSSINGS OF STIREETS, AIR & VACUUM RELEASE INSTALLATIONS, & C.P. INSTALLATIONS. 7. DEPTH OF EXISTING PAVEMENT AND BASE SHALL BE AS SPECIFIED IN THE SPECIFICATIONS. 8. CONCRETE TRENCH RESTORATION PER CNB STD DWG STD-105-L-B AND PCC PAVEMENT CONTACT JOINTS PER CNB STD DWG STD-108-L. CONTRACTOR SHALL REPLACE FULL PANELS OF IMPACTIED CONCRETE PAVEMENT. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 9. 0 NO N PLACE CONCRETE 10. FOR EXISTING CONCRETE PAVEMENT 0VERLAYED WITH AC PAVEMENT, CONCRETE PAVEMENT RESTORATION SHALL BE /\ DOWELED WITH #5 DOWELS @ 24" 0C (MIN 12" EMBEDMENT) WITH EPOXY COATING ON BOTH SIDES OF THE TRENCH L.1:i. PER CNB STD DWG STD-105-L-B AND STD-108-L. THE CONCRETIE PAVEMENT REPLACEMENT SHALL BE FOR THE TlRENCH WIDTH ONLY. PAVE TABLE 1 A.G. PVMT. / AB C0NC STIREET THICKNESS SEE THICKNESS NOTES 1 AND 2 CENTRAL AVENUE --9• VARIES -MATCH EXIST VARIES -MATCH EXISTING NEWPORT BOULEVARD (2" TO 6" OVERALL) (6" TO 12") VIA UDO TO 30TH STREET ASSUME 6" AC OVERLAY FOR BIDDING ASSUME 12" FOR BIDDING 32ND STREET 6.5" AC / 6" AB -- FINLEY AVE 6" AC / 8" AB -- ALLEY (FINLEY) --9• NEWPORT BOULEVARD 9• 30TH ST TO 28TH ST -- ALLEY (28TH/ 29TH) EXISTING -9" 1 0" DEEP LIFT DO NOT REPLACE SEE NOTE NO. 9 CONCRETE NEWPORT BOULEVARD 2" AHRM (OVERLAY) 8" 26TH ST TO 21ST ST NEWPORT BOULEVARD 2" AHRM / 8" DEEP LIFT 21ST ST TO 19TH ST -- 19TH STREET 2" AHRM / 8" DEEP LIFT -- TRAVERSE TRENCHES EXISTING + 1" EXISTING BACKFILL SPECIAL REQUIREMENTS NATIVE OR SEE NOTE NO. 8 IMPORTED SOIL (.sE~ -NPT~ -~o. ~ -10 ffi NATIVE OR IMPORTED SOIL AC •• " (1,11111)_: TRENCH WIDTH PLUS 3 FEET NATIVE OR GRIND AND CAP ENTIRE IMPORTED SOIL LANE(S) IMPACTED BY TRENCH NATIVE OR GRIND AND CAP ENTIRE IMPORTED SOIL WIDTH OF STIREET (CURB TO CURB) NATIVE OR SEE NOTE NO. 8 IMPORTED SOIL NATIVE OR SEE NOTE NO. 8 IMPORTED SOIL NATIVE OR REPLACE W/ DEEP LIFT AC PAVEMENT TRENCH IMPORTED SOIL WIDTH (SEE NOTE NO. 9) NATIVE OR AC REPLACEMENT (MIN): GRIND AND CAP ENTIRE IMPORTED SOIL LANE("' •• • CV TOC-1 CH/,\ I SE'E NO,; E Nb. :S-~1 ~ 1 NATIVE OR GRIND AND CAP ENTIRE IMPORTED SOIL LANE(S) IMPACTED BY TRENCH NATIVE OR GRIND AND CAP ENTIRE WIDTH IMPORTED SOIL OF STREET (CURB TO CURB) FOR AC PAVEMENT: 1 -SACK SLURRY GRIND AND CAP 18 INCHES (MIN) r-A,..I I r1nr-,.,, .... FOR i=>cc: SEE NOTE NO. 8 &: NO. ~10') ffi ABANDONED WATIERLINE " , ,C 18" " ' MIN. C 0 1--+-6" MIN ALL AROUND " ,, , LOCATION OF CUT FILL ABANDON MAIN WITH GROUT PER SPECIFICATIONS NOTE: DRAIN WATERLINE COMPLETIELY BEFORE PLUGGING TYPICAL CUT AND PLUG 3 SCALE: NTS V V PROTECT IN PLACE\ V w VExfsr. R.P. DEVICE \ w I~ V V EXIST. GUTTER EXIST. CURB FACE c .6 <' ' "" / PROTECT IN PLACE V w EXIST. METER a, w NEW METER Box@ w ~ ~OR~ w V w 86 w w w w NEW SERVICE LINE RUNS STIRAIGHT FROM NEW MAIN INTO EXIST METER BOX. INSTALL NEW ANGLE METER STOP AND CONNECT TO METER. i) t-----------\/,i ---------t------ttt-----\1\i --------------,,) ., CUT AND REMOVE INTIERFERING PORTIONS AND CAP EXIST. SERVICE WHEN ABANDONING EXIST. WATER MAIN. CLOSE EXIST. CORP. STOP AT EXIST. \_EXIST. WATER MAIN TO BE ABANDONED MAIN. TYPE I (NEW METER CONSTRUCTION NOTES: BOX, NEW ANGLE METER STOP) @) INSTALL COPPER TUBING TYPE "K" -1" SOFT / 2" HARD @ FURNISH AND INSTALL NEW METER BOX @ FURNISH AND INSTALL NEW CUSTOMER VALVE (REPLACE EXIST. IN-KIND) (§} CONNECT TO EXIST. METER. INSTALL NEW ANGLE METER OR CURB STOP (REPLACE EXIST. IN-KIND) (SEE NOTE 2) @ CUT AND PLUG PER DETAIL 3 ON SHT D-106 @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTIER TO NEAREST JOINT PER CNB STD DWG STD-182-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-180-L @ REMOVE AND REPLACE EXISTING COMMERCIAL DRIVEWAY TO NEAREST JOINT PER CNB STD DWG STD-161-L. FLG X MJ OR PO ADAPTER 2" TYPE 11K• COPPER PIPE PVC PIPE NOTES: 2'-6" MAX. ·,., FINISH GRADE VALVE CAN PER CNB STD DWG STD-511-L THREAD 2" BRONZE CAP TO MIP x SWT ADAPTER (6" BELOW FINISH SURFACE) 2" BRASS CURB STOP (BALL VALVE) JONES J-1902, FORD 822-777, OR • ~" APPROV::R::~A~.LOCK PER CNB J " STD DWG 510-L-A ·,·-...., ,·~ ', '·-..._ " . 2" -90" LONG RADIUS, SILVER SOLDER SWEAT ELBOW BLIND FLANGE' WITH 2" TAP 1. TEST BULK HEAD IS TO BE REMOVED AFTER SUCCESSFUL PRESSURE TEST, EXCEPT FOR WHERE VALVE CANS ARE REQUIRED. 2. VALVE CAN IS REQUIRED WHEN CALLED OUT ON THE PLANS (PERMANENT INSTALLATION). 3. ALL PIPE, FITTINGS AND VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE. TEST BULKHEAD SCALE: NTS CUT AND REMOVE INTERFERING PORTIONS AND CAP EXIST. SERVICE WHEN ABANDONING EXIST. WATER MAIN. CLOSE EXIST. CORP. STOP w w w w V V V w w w w PROTECT IN PLACE EXIST. R.P. DEVICE w w •v w V V V 1 CD 1 f:.' '\,\i EXIST. WATER MAIN TO BE ABANDONED w V V w w V V w V ~OR~w V V w V V " " EXIST. EXIST. GUTTER CURB FACE w w w w PROTECT IN PLACE r.;;,,, EXIST. 2" METER NEW SERVICE LINE RUNS STRAIGHIT FROM NEW MAIN INTO EXIST. METER BOX LOCATION ~ PROVIDE NEW METER BOX (FLIP ORIENTATION) NOTES: TYPE 11 (NEW METER BOX, NEW ANGLE METER STOP AND NEW CUSTOMER VALVE) 1. THE SERVICE LINE SHALL MAINTAIN A MINIMUM 30" OF COVER IN PAVED AREAS. THE CONTRACTOR SHALL USE TWO FITTINGS (OR ROPE) TO MAKE UP GRADE TO CONNECT TO THE EXISTING SERVICE. 2. CONTRACTOR SHALL CONNECT TO THE EXIST. METER INSIDE THE METER BOX. THE METER CONNECTION VARIES AT EACH METER BOX (E.G. ANGLE METER OR CURB STOP). CONTRACTOR SHALL FIELD VERIFY. 3. ALL COPPER PIPE SHALL BE BEDDED AND COVERED WITH CLEAN SAND (SE30). 4. CITY OF NEWPORT BEACH WILL EVALUATE CONDITIONS OF EACH METER AND WILL PROVIDE NEW METERS TO BE INSTALLED BY CONTRACTOR, IF NECESSARY. CONTACT CHRIS ANGER (949/644-3019) WITH WATER SYSTEMS SERVICES TO COORDINATE NEW METER. C: 0 "' C: .c .Q, " -~ E 0 ,..._ L[) 0 - (0 '-N '-00 0 o> 3' -0 "' 0 -" 0 " a. 0.. I (0 0 -9- " " C: -" " .c ;:J-o <( DOMESTIC WATER SERVICE CONNECTION TO EXIST. METER 6 ~ -SCALE: NTS 0 ,------1 I -0 r-------------------r----""7------r-::~=!'.'::-------,--r----"'T""-------------------r----,-====--------r-------------------------...... -----tg REVIEWED: REPAVING DETAIL 1 SCALE: NTS PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I co ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME 6/16 RECORD DRAWINGS SENIOR CIVIL ENGINEER :;;, 1----------------------.---------lco DESIGNED: DRAWN: 4;15 ADDENDUM NO. 1 ,..._ i-,,-,.,.,,-,,.,.,.,,c:-"'-CB"-H-+:,..,.,,,,:----"~i-'-""--'4------+-------------------+-----I DATE~-------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPR0VED SHEET ./ L ________________________ ..::::::::::::_ ___________________ L _________________ _l_ ________ _L ___ TJ:!L~E]M~A~RLl2,20.!.:152.,__l_.:.:_:::._· L....:'.:.:.:.::.._...1.:::::=:::...:.:.:::._:::.._:.:.::_:=:::.:.::_ ________ L~::.::.::J _________ _l_ ____________________ ..l_:.:,:::.:_ ____ _J o.. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 MISCELLANEOUS DETAILS W-5346-S D-107 03/30/2015 03/30/2015 RECORD DRAWINGS ' 0 I -.,., ' 0 I ·v r <D -~ 7'-o" (16") ,. C . ' ' ' ') • ,. l"'"'<.r--..''' ' ' ' '""' " " ' . ' ' I ,. ' c;, " " ~ ' ' a ,, ' ,, 2-/16 EACH FACE, EACH SIDE OF PIPE L CONCRETE ANCHOR BLOCK WITH /16 BARS AT 12" O.C. EW AT EACH FACE, PLACED 3" CLR. FROM EACH FACE. SECTION A-A DUCTILE IRON PIPE ~-----+~--,,'--~ FLANGE, 150PSI A PLAN PER PLANS EXIST WATER PIPE\ SIZE & MATERIAL !-------r....., DISH HEAD (STEEL) CAP/PLUG (PVC/OIP) D.I. PIPE CAP OR PLUG (RESTRAINED) ___ _, 24" MIN. CONCRETE THRUST BLOCK, SIZE AS REQUIRED PER C.N.B. STD. DWG. NO. 510-L-A 12· MIN. EXIST WATER PIPE TO BE ABANDONED SIZE & MATERIAL PER PLANS ANCHOR BLOCK 1 TYPICAL CUT AND CAP DETAIL CD SCALE: NTS EXIST. SEWER ---I l-l_l_l-1 1-, NEW FITTING TO MATCH EXISTING 6" REPAIR COUPLING W/ ADJUSTABLE STEEL SHEAR RING BAND SEAL OR APPROVED EQUAL (1YP. BOTH SIDES) 1" MIN. -+---------------------- 00 GRAVEL & CRUSHED ROCK CL. 350 D.I.P. -NO JOINTS LENGTH AS REQ'D. SLURRY BACKFILL TRENCH 100-E-100 TYPICAL SEWER LATERAL RELOCATION SCALE: NTS 4 SCALE: NTS 1' MIN. JOIN EXIST. SEWER LATERAL EXIST. SEWER LATERAL __._ ___ _ ' I') 1 G) A.W.W.A. 2· SQUARE OPERATING NUT 1/8" @ 5" DIA. x 3/16" SPACER PLATE 12" BELOW TOP OF OPERATING NUT @ 1 1/4" ROUND OR SQUARE STOCK (PINNED COUPLERS ARE NOT ALLOWED) @ SOCKET FOR 2" SQUARE OPERATING NUT NOTES: 3 1. PROVIDE VALVE STEM EXTENSION WHEN DEPTH TO TO VALVE NUT EXCEEDS 48" INCHES (FABRICATE EXTENSION TO FIELD MEASUREMENT - 1/8" SEE NOTE 2) 2. NO VALVE STEM EXTENSION SHALL BE ' - -' 4 LESS THAN 24" IN LENGTH. ' ' ' ' TERMINATE EXTENSION 24" TO 30" FROM FINISHED GRADE. 3. PROVIDE ADDITIONAL SPACER PLATE WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET. VALVE EXTENSION CD SCALE: NTS 3• TYP c.. ~ .-1 ' -=I I . J 1-11-11 1 • N I I -a:: ]11=1 Q 1-1 I • <D 1 4-{14 CONT 6" OR 12" (TYP) PIPE BELL OR FLANGE OD I {14@18" QC I TYP II ~.· CLASS 520-C-2500 CONCRETE (SEE NOTE 4) NOTES: 1. ENCASEMENT SHALL BE PLACED AGAINST UNDISTURBED NATURAL GROUND OR FILL COMPACTED TO 90% RELATIVE DENSITY. 2. WHERE CONCRETE ENCASEMENT IS TO BE USED FOR THRUST RESTRAINT (AS CALLED FOR ON THE PLANS), ENCASEMENT THICKNESS SHALL BE 12" MIN FROM PIPE OD 3. CONCRETE ENCASEMENT SHALL BE POURED AGAINST UNDISTURBED SOIL OR 1-SACK SLURRY WHERE USED FOR THRUST RESTRAINT AS CALLED FOR ON THE PLANS. 4. CONCRETE SHALL BE HIGH EARLY STRENGTH CONCRETE. NO CONCRETE ENCASEMENT SHOWN ON THE PLANS. DETAIL INCLUDED IN CASE REQUIRED BY THE CITY DURING CONSTRUCTION. CONCRETE ENCASEMENT 5 SCALE: NTS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. C: 0 rn C: ,C .Q, E C Cl() I{) 0 ~ <D '-N '-Cl() 0 "' " 'tJ rn C -Q) 0 Q) u C: C C: Q) -~ ::, a. a. <( I r-. 0 -9-rn Q) C: -Q) Q) ,C en / 0 <( ~ -0 I ~ 0 0 I') -I Cl() r-. I') 0, 0 I I{) I') / .------1 Cl() r-. I') ..-------------------"T""--"""7"------,~~~=-------..-----r-----r-------------------r----r.:-=:-:=,:-------"""T----------------------........ ------1°' REVIEWED: ;3, PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX rn -u TOM L. EPPE ON d~ ~ l RCE 36399 ~ in DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER "-1---------------------.----------1 ~ DESIGNED: DRAWN: 6/16 RECORD DRAWINGS .,., ...,,.,..,.,,..,,,..,.,,,,,-'C""B"--H+-,,-=,---R"'"J'""W-1-=====4-----+------------------+----I DATE~------1----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ~ .__ ____________________________________________ .__ ________________ ......_ _______ __. ___ ....;T..;aLE"-""M"-'AR;.;...;;2;.;;0...;.15;;..........__·......._ ___ __,_ _________________ __._ ___ .__ ________ ..._ ___________________ ..._ _____ __,,:;;, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 LATERAL PROFILES W-5346-S D-108 1010 0 -10 0 -10 1010 0 -10 0 -10 03/30/2015 03/30/2015 RECORD DRAWINGS ----~=-~~,....-----·------· / ... ... .............. ,,. .......... ..,. ...... ,.. ... ,.. .... ,.. ......................... ,. ............. ,.. ................................. .,,. ... .., ............ "',_ ... .... -··-·---------~------~------~---1--1-1 i i i i--~-·----~!~ .... -----~-c·o lNSTRucl T 40± _,F OF --~-·-----1---t·-1--~--~I-I L J . , ·- t t I > -1 i t t t coN~rRUCT 9.O:~ LF OF CC NSTRUCT ~0± LF ( F L B" P\/C PIPJ.L (C-900, DR 14) ' ' -+- -+- -+- -+- -+- -+- 1-+--+--+--+-+- + A EX ST FS OVER CL OF PIPE L ' ' I . ' L E1XIST F s OVER CL LZl OF PIP' 7 -- [ CONSTRUCT Bi± LF OF [ B"7 PVC PIPE-1(C-1 ·09, DR-14) --+-It > I I I I I I I I t - i . ~ (~ • I 1010 -~ ~ 1010 OlO ,-.. • C'J I") ::l > ib :zaz • A t ~ [; ~ -H X C'J w I") ~ z a ~ -, t t - - ~EXIST FS C VER-CL OF PIPE I I • A j I . . . ~ ' ' r ' -c.. ' ~ ' L ' ' r: ' L. ' ' '< • 1 1 t CONSTRUGT 5 )± LF OF L s" PVG; PIPEJ (C-900r DR1 14) t REMIDVE AND DISPOpE I I I EXIST 8"W7 (AGP) REbOCATION IS WITH 8" PVC, 45~TTINGS,_.l ND THRUST Bl!OCl<S , I 1 rEXIST FS OVER CL OF PIPE t t t __ f _1 __ ~ --c- 1 ~~~!( -+-+--+--+---<>--+--+---+-+--+-+--+--+-->--+--+---+_-+-__ ir:t:1 _L/__~~ ____ I I • ··~_-' -. . it I r/ +-I I I I I I 1 - C t-L EXIST rf i-;~~-c;~ ~ ~-'=t ~EXIST I I V .... ~ ! 1·1 . " S=( OHi: I 5'w ... I • • I .. '" / I • r6-,v ! U -, {ACP L-J .. 9~ --r -" r (ACP) L-J ~. S=0.0( 50 JC {ACFi') I ~ I -- -- SCALE: HORIZ: 1" = 10' VERT: 1 " = 4' 7 .s=p.4211 ~r-r l ::?' r r r: ~7 11 +-1-+--+-+--+- t t t ,__. ~ • •-~ TAC lr-v1<,T A"1A1 ·• • S=0•4467_J 7. ' ~· J 7 //. t t f f S-0.0088 -"''" "' " 11 v75) t--t t--f /✓ • A.Pf ~ L ' 1 j h • _I.NV (~.5:,) Ll ==~~~=s~:=~no~1.o:34:4f=r==~L£l~JEH~()T~T.~[··:":':6:''W={=n•·~:~~75:J_ __ _j l-----t-l'-J-s--_o._02_0..,o ~---l--+-+-~..'.,__~---;..__:__+-___ ~-~'--+-~~~___'.___:__-,-lf--J-'--:--:-+---,-----1f+-----1I---+--+--.'....' -:---,--:--:---,-~~f+--~-~...'...,_..'.._'.,__-J1l+lt:E...2 ' I --6' IN\/ (4.0±) ~--:.,_ __ +-----l ~ ,J- t '7.6±-7.40 C 7 ,..... etc ii,: /' t t ~~t .. ~ 12.00' L c-,.\-""l ~ t t t :.i-N t t t t tttttt[ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. t • 10 0 N a. C<I ~. I'-' ~ 3 t Cl Z . • = w 0 UHi .-,. ~ .gi q 10, •-10 gJJ 10 w~ N --L If) w etc >it + t--cc" 0 .e) g II "'1 ": I co-oo· -.x ::J,_> ' ~ 14.0' • 10 zz 20. ~-- -- F0R PLAN 1V ~~SEE DTL J ON LS 1 IL-D-1 °i3 7 tttttt PLANS PREPAREO BY: TETRA TECH /~ 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX ~ ~0 ~ow r t w a>> ~I >z~w J li.J • Z --~ ~ 0 z ' -IIIWI< ... -II El'_ ~ ::E>i,-; • OU>«>:. aio O C\I O ~ ~ t!lU'8etc~ I() LJ' t---O LLJ ..... m N +t-~C?-a::: -~-,-- n, oo o H-1 I 100~ 1_lr_:I :I: --+- <I;; 10 >> 14.0' 27.0' 8.4' ~ zz,_ ____ _,__ ___ +-------i---i I --I I 1i:: C'J O t n i<tI .·P I • ,o etc vo~vw >wf-> z~a:::w. ---CDW~IO .:::i:>'"' N III 0 0 (!) u ,8 etc ~ 8' 7.5' . . -- I I - 1111 t t t t ttttt1 _J I / REVI )Wt:D: ~\>.arESS/~ l./'.r .. ...,."VJ ' , $ ,._s 1.ifp(1t~'<' $, / 1 _ Pn._~ ,.. (nr>~ ..-~ "' V-TOM L. EPPE tgoN S ~ ..., RCE 36399 1-/4\~--+-----1-----------------+---' ~ E,:0a~ro~1 ; OESIGN ENGINEER'S NAME 6 6/16 RECORD DRAWINGS v' ... 1_,. CI V \ \. ~~ DESIGNED: DRAWN: /_\ 1 0/15 LATERAL RELOCATION < OF c~l.l~<:S CH WVPJ ~ REVIEWED: ~ SENIOR CIVIL ENGINEER DATE~----- CHECKED: DATE: TLE MAR 2015 NO. DATE DESCRIPTION OF REVISIONS APPROVED I SCALE: HORIZ: 1 " = 1 O' VERT: 1" = 4' I SHEET C: 0 <J) C: ..c: 0 -~ OJ ~ E 0 10 If) 0 - 10 ~ '--C'J '-10 0 O> ~ -□ <J) OJ :.: 0 ~ a. 0 ~ OJ -0 ..J I 10 0 ~ Cl / <J) OJ C: -OJ OJ ..c: Cf) / Cl <( (.) / -0 I ~ 0 0 "' ~ I 10 r--"' 0) 0 I If) I") / 10 r--"' 0) 0 / a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 STEEL PIPE DETAILS W-5346-S D-109 03/30/2015 03/30/2015 RECORD DRAWINGS 11-0" FIELD APPLIED PER AWWA C-200 FLAT BELL SECTION COATING PER SPEC \ 1" MIN. 1 1/2" LAP PLANT -APPLIED PIPE COATING PER DETAIL 2 F= ~ ~ t WELD (lYP.) (MIN.) 4 PER AWWA C200 1;2·J MIN. ~ 2 1 /2" -----j FIELD APPLIED CEMENT MORTAR LINING LAP WELDED SLIP JOINT SCALE: NTS A 1" BOLT THRU SECTION A-A (TYPICAL FOR CROSS BRACE) N.T.S. / COATING AS REQUIRED BRACES FOR PIPE TO BE ENCASED. NOTES: 1 = ~ / 1. CROSS BRACING REQUIRED AT ALL CONCRETE ENCASEMENTS AND IN SHOP LINED CEMENT MORTAR PIPE AND SPECIALS BEFORE SHIPMENT. REMOVE CROSS BRACES AFTER BACKFILL IS COMPLETE. CROSS BRACE DETAIL 5 SCALE: NTS 1 '-o" These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PLASTIC TAPE COATING SYSTEM SEE SPECS-~ CEMENT-MORTAR ROCK SHIELD CEMENT-MORTAR LINING --PRIMER PIPE COATING & LINING DETAIL 2 SCALE: NTS R=2 1/8" HIGH SOLIDS EPOXY 1/16" NON- ASBESTOS GASKET PIPE COATING PER-~ DETAIL 2 ON SHT D-109 NOTES: MORTAR LINING 24" OUTLET PER ETAIL 7 ON SHT D-10 3/4"9! BAR 1/4 lYP WRAP OUTLET W/WAX TAPE PER DETAIL 1 ON SHT D-111 COAT OUTLET PER DETAIL 2 ON SHT D-109 1. CONTRACTOR SHALL DETERMINE LOCATION OF CONSTRUCTION ACCESS MANWAYS FOR ACCESS TO THE INTERIOR OF THE PIPE AND TO FACILITATE REMOVAL OF THE PIPE CROSS BRACING. LOCATION OF ACCESS MANWAYS SHALL BE IDENTIFIED ON THE SHOP DRAWING LAY DIAGRAMS. 2. THE CONTRACTOR SHALL SHOW THE LOCATION OF ALL ACCESS MANWAYS ON THE "AS-BUILT" DRAWING SET TO BE SUBMITTED TO THE CITY AT THE COMPLETION OF THE PROJECT. 3. ALL MANHOLE FLANGES, OUTLET FLANGES AND BLIND FLANGES SHALL BE FLAT FACED. BOLT HOLES TO STRADDLE <t- 4. FOR PLATE THICKNESS OF STEEL PIPE SEE PLAN & PROFILE DRAWINGS. 5. ALL GASKETS TO BE FULL FACED. 6. ALL NUTS AND BOLTS SHALL BE 316 S.S. 7. CONSTRUCTION ACCESS MANWAY SHALL BE BURIED ONCE ACCESS IS NO LONGER REQUIRED. CONSTRUCTION ACCESS MANWAY 6 SCALE: NTS ~ ~ 0 2" X 4" X 12 GA. W.W.M. TACK WELD TO BUTT-STRAP PLANT APPLIED PIPE COATING PER DETAIL 2 FIELD APPLIED COATING 2" MAX. lYP. 4" lYP. PER SPEC PLATE-SAME THICKNESS AS STEEL SHELL 6" MIN. - 1 O" MAX. PLANT APPLIED PIPE COATING PER DETAIL 2 CEMENT MORTAR LINING CHIP MORTAR AS REQ'D. FOR WELDING 6" HVY. STEEL COUPLING AND STEEL PLUG FIELD APPLIED COATING PER SPEC WELD PLUG TO CPLG. ENTIRE LENGTH lYP. / ' " ' ' PLANT APPLIED / . I CEMENT MORTAR LINING " . ' ~<J ,, ' ' ' ' " I I I I FIELD APPLIED CEMENT MORTAR LINING BUTT -STRAP CONNECTION SCALE: NTS 3/8" (MIN.) ,. r ~ , I ' ~ ' I I (/) I I I :s I I I a. 0:: 11 I !t MORTAR ~LINING , I I , I ' t SLIP-ON FLANGE BOLT HOLIES TO STRADDLE~ VALVE (AS SHOWN ON 2" X 4" X 12 GA. W.W.M. TACK WELD TO CPLG. PLANT APPLIED PIPE COATING PER DETAIL 2 ' ' " It I I . c •' ED NOTES: 1. COAT OUTLET PER DETAIL 2 ON SHEET D-109. 2. "T" INDICATES THE TIHICKNESS OF THE STEEL PLATE AT STATION USED. LENGTH OF OUTILET SHALL BE 13" MIN. UNLESS OTHERWISE SHOWN ON PLAN. r---WRAP VALVE W/ WAX TAPE PER DETAIL 1 ON SHT D-111 I.D. PL. DRILL AND TAP 1 HOLE REINFORCING COLLAR PER TABLE 3/4 ~ 1.2444 BOLT STUD W/2 NUTS DRILL AND TAP 2 HOLES PIPE COATING PER DETAIL 2 ON SHEET D-109 NOMINAL NOMINAL REINFORCEMENT DIMENSIONS MINIMUM MAIN LINE BRANCH lYPE T w MORTAR SIZE (IN.) SIZE (IN.) (IN.) (IN.) LINING (IN.) 24 6 COLLAR 0.25 2.33 1/4 24 8 COLLAR 0.25 3.00 1/4 24 12 COLLAR 0.25 4.38 5/16 24 24 WRAPPER 0.25 8.42 1/2 OUTLET DETAIL 7 SCALE: NTS STEEL PIPE CONTRACTOR SHALL PROVIDE A CONNECTION FOR PRESSURE TESTING & DISINFECTING NOTES: 4" R.W. GATE VALVE 4" PIPE STEEL WELDED DISHED HEAD 6" OUTLET W/ 2" PLUG 1. ALL PIPING, VALVES AND FITTINGS SHALL BE RATED AT PRESSURE CLASS OF MAIN. TEST BULKHEAD DETAIL 4 SCALE: NTS 2 1 /2" x 2" REDUCING 316 SS BUSHING 2 1/2" X-HEAVY HALF COUPLING PIPE COATING PER DETAIL 2 ON SHEET D-109 MORTAR LINED I I I 11 I I ....___ ADAPTOR (FEMALE X SWEAT) '"---2" CORPORATION STOP BRASS BALL VALVE (MIP X MIP) 1 411 WELD INSIDE ALL AROUND PRIOR TO PIPE COATING C 0 [/) C .c .Q, " "ji E 0 (Xl LO 0 co "-N "-(Xl 0 o> 3' "O [/) 0 -" 0 " .Q. a. " " -(/) I 0) 0 -0 I -0 0 "' -I (Xl r--- 2" AIR & VACUUM RELEASE VALVE EB ~ CONNECTION TO CML&TW ____JL__ ~ SCALE: NTS -.------1~ r---"' ..-------------------"T""--""7'::;,,,.-----,--::--:!~~~-----..-----r----"T""-----------------'T'""----r'=-=:-:=,:-------"""T----------------------....L.-----1°' REVIEWED: ;3, PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX [/) -u TOM L. EPPE ON d~ ~ l RCE 36399 ~ in DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER c.. 1---------------------.-----------1~ DESIGNED: DRAWN: 6/16 RECORD DRAWINGS "' ...,,.,..,.,,..,,,..,.,,,,,-'C""B"-H+..,,.=,---R"'"J""W-1-'=====4-----+------------------+------1 DATE~------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ~ .__ __________________________________ ___..__ ________ .__ ________________ ....._ _______ __. ___ ....;T..;aLE"""'M""AR;..;..,;;2;,;;0...;.15;;.........,__·......._ ___ ........ _________________ __._ ___ .__ ________ .._ ___________________ .._ _____ __,,:;;, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 MISCELLANEOUS CONNECTIONS W-5346-S D-110 10 0 -10 10 0 -10 10 0 -10 03/30/2015 03/30/2015 RECORD DRAWINGS .• ' ~ EXIST 8" DOUBLE CHECK , BACKFLOW PREVENTER ASSEMBLY---......... • G ..........._ 1 I -1v~,g:•200) I I I I{) ,_r, ~J ___ -----------• \\ // 29 60 t---(87 ]!! T'T>Cn 110 }_!_!__ t- SL 5' 1ST CURB &: GUTTER -~-~J::..,.I\/ --- T----H.J--T --------T -- -tt-t---- -4"G ----- [ ----1-----¼H---c ------E ------= - NEWPORT BLVD SEE SHT C-107 FOR CONTINUATION 13,J----I / \ /. .• -\ - -_-_-_-_-_-_--=--_-_-- ----_L·, ~-\ ,_ ~ : 0 ' ' ' ' ' Q '' :-, 31: : Lu ' ~ '_-__ .... : ------- T , , r' _ _,;; !·-- /,;!I ,, uD -- ' . , , I {: , : I Ji ,' {;; I /;"/----@ .• . I Q •• , I:: I -,_, , ' ' ' ' \ \ 14.1--- -1 I : ///_,,,,--EXIST 16"W (CIP) I; t' 11 I I 1--,...--/.;.. :---- +I <O <O - 16" X 8" TEE 25 29 8• GV 45 77 7 L___ JOIN EXIST 6"W (DIP)~ BY 6" HOT TAP 19TH ST -/1'::;--- I __ 7 , , 1 , , , I , , I ----< 7 f:ONSTRUC"Ji •,7± Lli"l OF +--+- 8" pvc PIPE tc -900, DR 14) -+--+--+-+---+--+--+---+---,f-- 1 I I I I 11 -+-+-+-+---+---+---+--+--+--+--+---+---+----+----+,---+,---+,,--,,--+--+--+-+---+-+--+---+---+-,--+--+--+-- -+--+---+-+---+-+--+---+---+-,--+--+--+-- EXIST FS OVER CL OF Plf E -+--+---+-+---+-+--+---+---+ L ' ' ' - ' 34' 8' 15' -i ~ ~B INV 0.40 GB INV i-~~RIZ &:~29160) 60129,.-0MBIN D~ORIZ J COMBIN L-& VERT t t:. PT VERT, L PT l,ROTATE 40"±, I ROTATE 40"±, (28.51" VERT) r (28.81" VERT) -+-+-+-+---+---+---+--+--+--+--+---+---+----+---+--+--+--+--+---+---+---+--- -+-+-+-+---+---+---+--+--+--+--+---+---+----+---+--+--+--+--+---+---+---+---L _____ ~ -+-+-+-+---+---+---+--+--+--+--+---+---+----+---+--+--+--+--+---+---+---+--- 8" FIRE CONNECTION AT STA 52+ 75 NEWPORT BLVD 1 SCALE: 1" = 5' t t I I I I I I 1 oN: iTRUCT 17± LF OF 6' PIPE-(c-9bo, I ) PVC DR-1 • -tl t t t t t f 1;:XIST fS OV _R CL -+--OF PIPE r/1 t I t 1 1 ---r--r ---------L EX ST 6"W (DIR) S=0.0086 -o-~-~ ! t t /. a: t <::i 0 .e q-"" f?, -i 3: • ;;;: <O I u:i +I cri Gj Ill - in 5'±~ ~ j -i::: r-~ "" ~ et:: ,..oi') 0 -Ij a_r: IN _J., ~ ),,< I ,,, ) -,!:!!, [o 'w r! ...J~ 16.6'± 0 .-CO[I]-. ~~I ~~J,'-d-1: b:: + /I=! I': "l <O !s! t t t t t ['°• 001=! '°I'° I I .c:::. < ,!L~L ~ f-' 0 In l<O . 0 et:: .,..... ll:: LL i ' ' SCALE: HORIZ: 1" = 10' VERT: 1" = 4' - - I - - n I ,-,a.!ll..JJ¥,LL,~IL(-2 29 44 ,r, 12· • 16" X 6" GV SEE DTL 4 ON SHT D-103 FOR CONTINUATION --+/. -·-.•. •.• .. -.\ '·. / ----- -' EXIST 12"W (PVC)--s • • CONNECTION DETAIL AT STA 63+ 13-NEWPORT BLVD SCALE: 1" = 5' CONSTRUCTION NOTES: @ CONSTRUCT 16" PVC DR 18 CL 235 AWWA C-905 @ CONSTRUCT 12" PVC DR 18 CL 235 AWWA C-900 @ CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900 @ CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900 I Q!} INSTALL 16" BUTTERFLY VALVE (MJ) AND VALVE BOX PER CNB STD DWGS STD-511-L AND STD-510-L-C @ INSTALL 12" RW GATE VALVE (FLG X MJ) AND VALVE BOX PER CNB STD STD-511-L AND STD-510-L-C @ INSTALL 8" RW GATE VALVE (FLG X MJ) AND BOX PER CNB STD DWGS STD-511-L AND STD-510-6-L-C @ CONSTRUCT THRUST BLOCK PER CNB STD DWG 510-L-A @ INSTALL 16" X 16" X 12" DI TEE (MJ X FLG) @ INSTALL 16" X 16" X 8" DI TEE (MJ X FLG) @ INSTALL 16" X 16" X 6" DI TEE (MJ) @ INSTALL 12" DI 22.5 DEGREE BEND @ INSTALL 8" DI 45 DEGREE BEND @ INSTALL 6" DI 45 DEGREE BEND @ INSTALL FLEXIBLE COUPLING WITH 316 STAINLESS STEEL NUTS AND BOLTS @ REMOVE INTERFERING PORTION OF PIPE @ ABANDON IN PLACE EXISTING PIPE, FILL WITH SLURRY @ REMOVE AND DISPOSE OF VALVE BOX PER PROJECT SPECIFICATIONS @ CLOSE EXISTING VALVE TO ISOLATE FOR CONNECTION 20TH ST 2 DWGS I I I I I I I 1~"~ ON ~ifRiLJ CT f 23± LF [O -e PVC PIPri-Qc -1-gloo-;-DI -1-4) I r I -I ' ' / EXIST S OVER CL OF PII E - ttl t 7i I 3::-r 12.f<r1) e----7T7 ------ y ~I I H -/- EXIST 7 ~110 .........l L (S o=-0.006~} L S=O;O 0- /, ~ S=0.362 1¥ li:F ' -@ r,-->-' -0.010 Ll jl ffi Ii:: > ~ I M 1,7 • (.) - ..7 CJ? ~ i=--C t ~o, N N~;/: -et:: et:: -et:: • N 0 0 a. > -I<) ~ Ii: f;j-~7 0 0~ ...... I* d I to >-~ (.') • W Ill I • C/l +I I Cl --.J :;j: > ~ Cl Ill -• W N X "l N~ w > ~1;::w =ti ~ zw w I') 0 -U)["lf z iii !.: z ---m w < ,,., -> q w~ ai :::.~>.-,;m -· ::::;; f-' 0 z _ I') ~ t'1 (D o 0 , m 0 0-, ~ -(.') (.) .:el a::: .::. C!) (!) et:: + I{) I') I') Ncici I~ --I 6.dcr =:x>> 6.DO' 1 a.so· tO-zz --- - -- -SCALE: HORIZ: 1" = 1 o· VERT: , .. = 4' @ CUT AND PLUG PER DETAIL 3 ON SHT D-106 0 REMOVE AND DISPOSE VALVE BOX PER PROJECT SPECIFICATION AND CONSTRUCT PLUG AND THRUST BLOCK AT EXIST VALUE END. @ CONSTRUCT 6" HOT TAP OF EXISTING 6" DIP PER CNB STD DWG STD-507-L @ REMOVE AND REPLACE EXISTING CURB AND/OR CURB AND GUTTER TO NEAREST JOINT PER CNB STD DWG STD-182-L. @ REMOVE AND REPLACE EXISTING SIDEWALK TO NEAREST JOINT PER CNB STD DWG STD-1 BD-L. @ REMOVE AND REPLACE EXISTING COMMERCIAL DRIVEWAY TO NEAREST JOINT PER CNB STD DWG STD-161-L. I f-- - f-- r - - C 0 "' C _c: 0 -~ '" 'j, E 0 <Xl LO 0 <O ' N ' <Xl 0 "' 3' " r,i 0 ~ " 0 " ,Q. a. " " ~ (/) I 0 --E -----l -----F ---t I I I I t SCALE: 1 • = 1 o· These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. / / . CONNECTION STA 66+65 SCALE: 1" = 5' DETAIL AT 19TH ST 3 HORIZ: VERT: 1" = 4' -0 ,------1 I -0 ..-------------------"T""--""7"------,~~~=-------..-----r-----r------------------"T"""----r.=-=-:=,:-------"""T----------------------........ ------1g REVIEWED: PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I <Xl ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER :;;, 1---------------------.-----------l<XJ DESIGNED: DRAWN: 6/16 RECORD DRAWINGS "- t-,:-,..,.,,..,,,..,.,,,:,-"c""B"-H+..,,-=,---R"'"J'""W-1-=====4------+------------------+-----I DATE~------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET / .__ ____________________________________________ .__ ________________ ......_ _______ ___. ___ ....;T..;aLE"-""M"-'AR;.;...;;2;.;;0...;.15;;..........__·......._ ___ __,_ _________________ __._ ___ .__ ________ .._ ___________________ .._ _____ __,a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 CORROSION CONTROL SITE PLAN W-5346-S D-111 03/30/2015 03/30/2015 RECORD DRAWINGS ! CTS -- -------------- ------------------- ----------------------------- I I I I I I I-,,,,. (/) ,,,,. CTS CTS #5 [:] ,,,,. ,,,,. .......... \ I ~ ,,,,. ,,,,. I,; ,,,,.,,,,. / ,,,,. ,,,,. ,_.,,,.. / ~//.,<' /// / ~ / ,,,,. ,,,,. ---~ -------- ~ ,,,,. ,,,,. NEWPORT BLVD ---.,..._ ____ r ---\~' --~ ,--- 7 NEWPORT BLVD CORROSION CONTROL SITE PLAN ALUMINO-THERMIC WELD (TYP). SEE DETAIL 7 ON SHT D-112 WAX TAPE (TYP) SEE NOTE 1 SCALE: NTS 1-No 6 HMWPE COUPUNG ,..__ __ 2-No 4 HMWPE (TYP) 3" (TYP) Jr NOTES: 1-No 6 HMWPE (TYP)----A 2-No 4 HMWPE (TYP) VALVE (OR FLANGES} 1. ALL NON-COATED (POLYURETHANE OR EPOXY) SURFACES SHALL BE WRAPPED WITH W/vl. TAPE. INDIVIDUALLY WRAP ALL RODS, BOLTS & IRREGULAR SURFACES. SEE SPECIFICATION SECTION 209-6. 2. 2-No 4 HMWPE WIRES ACROSS VALVE OR COUPLING. WIRES CAN BE WELDED DIRECTLY TO FLANGE. JUMPER FROM PIPE TO VALVE OR FOLLOWER IS No 6 HMWPE. 3. INSTALL BOND WIRES BEFORE W/vl. TAPE. 4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE. MECHANICAL JOINT BONDING 1 SCALE: NTS J~------ANODE LEAD No. 12 AWG t' WITH THWN INSULATION (WHITE). 'AM~\----HEAT SHRINKABLE SLEEVE 'd-+-f-----SILVER SOLDER OR BRAZE CONNECTION ...---SPECIAL BACKFILL II ----CLOTH BAG II GALVANIZED STEEL CORE ~uc_ -\-.i.---_-::-=~~= MAGNESIUM INGOT ( 48 LBS) II II NOTE: MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weig ht % Al .01 Mox Mn 0.05 to 1.3 Zn 0.002 Mox Cu 0.02 Mox Ni 0.001 Max Fe 0.03 Max Si 0.002 Max Other 0.05 each Max and 0.3 Total Max Mg Balance SPECIAL BACKFILL COMPOSmON 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE 1 . SEE SPECIFICATIONS SECTION 209-6 FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. MAGNESIUM ANODE 2 SCALE: NTS l -- TABLE 1 -CORROSION TEST STATIONS Corrosion Test Pipeline CTS Referenced Station Sta Tvne Detail & Sheet Street/Location 1 10+17 Insulator Detail 3, D-112 Via Oporto Connect to 20" CIP 2 10+80 1 Anode Detail 1, D-112 Via Oporto 3 18+70 1 Anode Detail 1, D-112 Via Udo & Finley 4 27+30 1 Anode Detail 1, D-112 31st St. 5 35+30 1 Anode Detail 1, D-112 28th St. 6 36+38 Insulator Detail 3, D-112 28th St. Connect to 24" DIP GENERAL CORROSION PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND SPECIAL PROVISIONS SECTION 209-6 . 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. 8. USE CHRISTY MODEL G5 TEST BOX. C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL, OR SAND. E. INSTALL REINFORCED CONCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4") SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION SECTION 209-6. 8. INSTALL ANODES 8 FEET OFIF OF PIPE. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 5. BURIED MECHANICAL DIP JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPED PER DETAIL 1 ON THIS SHEET 6. WAX TAPE ALL BURIED METALLIC FITTINGS, INCLUDING COUPLING AT EACH AIR/VAC CONNECTION, PER AWWA C217 AND SPECIFICATION SECTION 209-6. 7. NO WIRE OR CABLE SPLICES ARE PERMITTED. 8. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 9. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. C 0 "' C .c 0 -~ " E 0 co LO 0 "' ;: "O C 0 a. " ~ en C 0 "' 0 ~ ~ 0 u I -0 ,------I I -0 .-------------------r-----,------T"CC-,,-,:,,,,.,.,f..-------,--,-----.-------------------,---,-;;;,:;;;,;;~------,-----------------------...... ---,g REVIEWED: 1 These Record Drawings have been prepared based on information submitted, in part, by others. While this Information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX co r--~ TOM L. EPPE ON J, RCE 36399 ANilYTANRCE6567 ...., DESIGN ENGINEER'S NAME SENIOR CIVIL ENGINEER / 1---------------------,--------1co 1-D-Es __ I __ cN __ E ___ D..;;.c;;;.BH-+D ... R--A ... w_N_= ""wv""P""J"'i-===="+--6-/_1_6_+-R_E_c_o_RD_D_R_A_w_1N_G_s ____________ t-----1 DATE________ 1---------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ./ L ____________________________________________ L ________________ _L _______ _J ___ _!T.!,_LE~M~AR~2;.!:!0~15:;!_...L.:..:..:..·:....L._:.:......:._.....l..:._ ________________ .....J.. ___ L-________ .1... ___________________ .._ _____ ___.a. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT NEWPORT BLVD WATER MAIN REPLACEMENT C-5481 CORROSION CONTROL DETAILS W-5346-S D-112 03/30/2015 03/30/2015 RECORD DRAWINGS TEST BOX BEYOND SIDEWALK TEST BOX IN SIDEWALK 6" 12" SIDEWALK WARNING TAPE 12' ~-.2-NO. 8 HMWPE PIPE LEAD ALUMINO-THERMIC WIRES WELD. (lYP) ~-1-NO. 12 SEE EB ~DN ANODE ArnB,__-8' (lYP)--lh....,....-----32 LB. ANODE l)_) SEE NOTE 6 ~ SEE & NOTE 5 24" CML&TW NOTES: 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES OF SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH "CAUTION: CATHODIC PROTECTION CABLE BELOW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. AT-GRADE CORROSION TEST STATION PIPELINE IN STREET SCALE: NTS CD 6" --l 2" I 2· NOTES: CONCRETE TEST 4 BOX SEE DETAIL - ~-PAVEMENT OR CONCRETE PAD 26" SQ X 4" ...... .......,-+---:-r-THICK IN UNPAVED AREA ONLY o. 4 REBAR (ALL FOUR r-i~~---SIDES) 1 EACH A B 0.01 OHM SHUNT W/BRASS SPLIT. BOLTS (TYP) 1-1/2" DIA BRASS TAG {TYP) SEE NOTE No. 2 BELOW NATIVE SOIL ----2-No. 8 HMWPE WIRES TO PIPE 1. SEE GENERAL CP NOTE 4, SHEET CP-1. ---1 No. 12 THWN WIRE TO ANODE 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, MATERIAL, SERVICE AND STA. NO. (24", CML&TW, WAT, 11+00). STAMP WITH 1/4" CHARACTERS. 3. NO I.D. TAG REQUIRED FOR ANODE WIRE. 4. SEE GENERAL CP NOTE 3, SHEET D-111. ANODE TEST STATION WIRING AND MOUNTING SCALE: NTS 5 --FOR TEST STATION WIRING & MOUNTING SEE@ 24" WARNING TAPE FG 2-No. 8 HMWPE PIPE LEADS ALUMINO-THEorR~M!!;IC:..----✓/-~ WELD. (lYP)~ SEE DETAIL 6 No. 12 ANODE LEAD __ _,,, NOTES: 24" CML&TW f---~• (1YP1----i SEE NOTE 5 I I 12· I I I I 12' 32 L~ODE SEE 2 -111 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES OF SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH "CAUTION: CATHODIC PROTECTION CABLE BELOW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. AT-GRADE CORROSION TEST STATION PIPELINE OFF STREET CD SCALE: NTS 6"--l 2· I 2" ~-PAVEMENT OR - r-..,..,--r--CONCRETE PAD 4• .--+-,• 26" SQ X 4" THICK IN UNPAVED AREA t ONLY No. 4 REBAR (ALL FOUR SIDES) 1-1/2" DIA BRASS TAG (lYP) SEE NOTE No. 2 BELOW i1tt----~-=-=-=-NATIVE SOIL 2-No. 8 HMWPE TO NEW TAPE COATED PIPE i-----__., NOTES: 'l::::r-----___ WIRES TO PIPE I 2-No. 10 HMWPE WIRES TO EXISTING TO PIPE ----1 PIPE OR BLIND FLANGES STUB. 1. SEE GENERAL CP NOTE 3. 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, MATERIAL, SERVICE, STA. NO. AND SIDE OF FLANGE (24", CML&TW, WAT, 18+00, N). STAMP WI TH 1 / 4" CHARACTERS. INSULATING FLANGE TEST STATION 6 SCALE: NTS ~l=t::r-·To TEST STATION. FOR CTS WIRING AND MOUNT®E DETAIL. INSULATING MATERIALS: GASKET -lYPE "E" G10 LAM. GLASS W/RECT. 0-RING W/ RECT. 0-RING SLEEVE -G10 LAIM. GLASS WASHER - G 10 LAIM. GLASS A B C INSULATING SLEEVE THREADED STUD OR BOLT NUT &STEEL WASHER (FULL LENGTH) {BOTH SIDES) ~@ ,---~ INSULATING WASHER (BOTH SIDES) INSULATING GASKET TYPE HEIi A B NEW TAPE & MORTAR OVERCOAT STL. PIPE SEE NOTE 1 NOTE: BUTTERFLY VALVE I@® EXTERNAL PETROLEUM WAX TAPE WRAP SEE SPECIFICATIONS C D ALUMINO-THERMIC WELD. (TIP) SEE DETAIL 7 EXISTING CML&C OR FUTURE CONNECTION 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE. BURIED INSULATING FLANGE AT VALVE 3 SCALE: NTS STEP 1 FlLE OR GRIND SURFACE TO BRIGHT METAL AIND CLEAIN STEP 2 STRIP INSULATION FROM WIRE STEP 3 ~-HAINDLE GRAPHITE COVER .,,-----STARTING POWDER METAL POWDER ___ METAL DISC GRAPHITE MOLD CABLE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR, IGNITE STARTING POWDER WELD CAP STEP 4 BITUMINOUS COATING STEP 5 REMOVE SLAG FROM CONNECTION SEE NOTE 4 NOTES: APPLY 2 COATS PRIMER AND COVER CONNECTION WITH PRE-FORMED WELD CAP COAT WITH A BITUMINOUS COMPOUND SEE NOTE 3 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MINIMUM. 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. ALUMINO-THERMIC WELD 7 SCALE: NTS CAST IRON TRAFFIC COVER MARKED "CP TEST" PAVEMENT OR CONCRETE PAD (SEE NOTE 5) No. 4 REBAR (TYP) -------...,; NOTES: CONCRETE BODY TRAFFIC RATED 1 • 11-3/8" 1 . CONCRETE BODY, OCCASIONAL TRAIFFIC RATED-CHRISlY No.G5. 2. ALL WIRES SHALL HAVE 18" MIN. SLACK IN BOX. 3. BOTTOM OF TEST BOX SHAILL BE NATIVE SOIL. DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. 4. PROVIDE 26" SQ x 4 • THICK REINFORCED CONCRETE PAD AROUND TEST BOXES AT UNPAVED SITES. AT-GRADE TEST BOX 4 SCALE: NTS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for Its accuracy, nor for errors or omissions which may have been Incorporated Into these plans as a result. C 0 en C .c .Q, Cl) ·;. E 0 "' LO 0 - <O '-N '-co 0 o> "' "O ,; 0 -Cl) 0 C 0 en 0 ~ ~ 0 u I N --9-en Cl) C: -Cl) Cl) .c ;:J-o <( ~ -0 ,------1 I -0 ..-------------------"T""--"""7"------,~~~=-------..-----r-----r-------------------r-----r.:-=:-:=,:-------"""T----------------------....... ------1g REVIEWED: PLANS PREPARED BY: TETRA TECH 17885 Von Karman Ave, Suite 500 Irvine, California 92614 (949) 809-5000 (949) 809-5010 FAX -I CXl ~ TOM L. EPPE ON I RCE 36399 ANilYTANRCE6567 ~ DESIGN ENGINEER"S NAME SENIOR CIVIL ENGINEER :;;, 1---------------------.-----------1co DESIGNED: DRAWN: 6/16 RECORD DRAWINGS "- ...,,.,..,,,.,,,.,.,,,C"c""B"-H+-,,-=,--...;WV-"-P...;J+=====4-----+------------------+-----I DATE~------1-----------1 ~ CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS PPROVED SHEET ./ .__ __________________________________ __..__ ________ .__ ________________ ..._ _______ __. ___ ...;T.;aLE"-""M"-'AR;.;...;;2;.;;0-"-15;;.......,__· ....... ___ ....... _________________ __._ ___ .__ ________ .._ ___________________ .._ _____ __,a.