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S-2008-1.3M u � =1 , S O O N I W m CONSTRUCTION NOTES BEACH !RVINE RANCH WATER DISTRICT 12" DOMESTIC WATERLINE REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS INSTALL CITY OF NEWPORT BE PVC AWWA C900 (CL 200) PIPE AND FITTINGS. 24" DOMESTIC WATERLINE AND �A INSTALL M OCONSTRUCT 24" CML &TW STEEL PIPE (1/4" MIN PLATE THICKNESS) O AND TRENCHING AND BEDDING PER DETAIL e 11 60 OINSTALL 4" PERFORATED PVC (SCH 80) PIPE WRAPPED IN 3/4" AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING CRUSHED ROCK PER DETAILe 61 O 6 INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. 62 AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL 3 AND BEDDING PER IRWD STD. DWG. NO. W -11. 11 63 O INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. INSTALL 8" TRENCHING AND BEDDING PER DETAIL 3 11 64 OINSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH 65 INSTALL STD - 510 -L -C AND STD - 511 -L. HYDRANT ASSEMBLY PER IRWD STD. DWG. OINSTALL 8" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH 66 NEXTLINK - BUD SMITH STD- 510-L-C AND STD - 511 -L. 434 -6614 OINSTALL 6" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH 67 COMCAST - JOE BARRIAS STD- 510 -L -C AND STD - 511 -L. 338 -2081 OINSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L (J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. 68 OREPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 973 -5409 10 INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT 634 -3033 ORANGE COUNTY TRANSPORTATION AUTHORITY BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. 265 -4332 11 ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. 530 -6060 69 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS 7p FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 71 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS, 72 14 INSTALL BURIED FLANGE INSULATING KIT AND 4 -WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. 15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. 16 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY ,` NEWPORT BEACH STD - 502 -L. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS INSTALL 12" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W -11. INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W -11. INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W -11. INSTALL 4" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER IRWD STD. DWG. NO. W -11. INSTALL 12" FLG BFV (CL 150) PER IRWD STD. DWG. NO. W -7. INSTALL 8" FLGxPUSH -ON RWV (CL 150) PER IRWD STD. DWG. NO. W -7. 656 -6016 INSTALL FIRE HYDRANT ASSEMBLY PER IRWD STD. DWG. NO. W -6. (213) 217 -6679 NEXTLINK - BUD SMITH REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. SALVAGE FIRE HYDRANTS AND DELIVER TO IRWD OPERATIONS CENTER AT 3512 MICHELSON DRIVE, IRVINE CA 92612 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. INSTALL 1" DOMESTIC WATER SERVICE METER PER IRWD STD. DWG. NO. W -1. INSTALL 4" DOMESTIC WATER SERVICE METER WITH MANIFOLD ASSEMBLY PER IRWD STD. DWG. NO. W -4. INSTALL WATER QUALITY SAMPLING STATION PER IRWD STD. DWG. NO. W -26. CONNECTION AT UNIVERSITY DRIVE AND IRVINE AVENUE SEE DETAIL 1 21 ENERAL SEWER NOTES PUB re I mil 61111V 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, 77 FAIR DRIVE. TELEPHONE: (714) 754 -5307 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. 7. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. 8. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. 5 -105. 9. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE. 10. IF MINUMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. 5 -110 -A OR S- 110-8. 11. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. S -112. BASIS OF BEARINGS: COSTA MESA SANITARY DISTRICT THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN GRAVITY SEWER OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 1917 BEING N6(r03'22 "E PER RECORDS ON FILE IN THE OFFICE OF THE rTEM DESCRIPTION ORANGE COUNTY SURVEYOR. O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 20 21" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION BENCHMARK. JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. 5 -112. 21 18" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION 3N -60-89 ELEV =50.52 DATUM -NGVD 29/1995 OCS ADJUSTED JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. 5 -112. DISCRIBEO BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK O22 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION STAMPED 3N -60-89 LOCATED AT THE SOUTHERLY PORTION OF THE JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. N0. 5 -112. INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. 23 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION CATCH BASIN, 43.5 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. N0. S -112. AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 4 FT. BEHIND THE CURB. ©4 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S -100 -A WITH 72" ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER ( AMERON) SPECIFICATIONS. 25 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER ( AMERON) SPECIFICATIONS. 26 CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S -102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. 5 -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK u LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS. f 27 ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. L 28 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW GRADE. BACKFILL MANHOLE W(TK 1 SACK SLURRY. CUT ANO PLUG E INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE, r COSTA MESA. 0 12" SEWER FORCE MAIN ITEM DESCRIPTION 3 ° O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. s O INSTALL 12" PVC AWWA C900 PIPE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL z FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. 5 -112. 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER r PUMP STATION PER DETAIL 1 ESS/ ,6 °e`# L � DANIEL BOYLE EmIMEERIIIG % 42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER �y�Q eo` o FORCE MAIN PER DETAILe L= % 1s No.3M1 Consulting Engineers 1120106 /31/06 JLB 2Q RECORD DRAWING * �c 23231 South Pointe Drive, Suite 703 Dl�l` �r Laguna Hills, CA 92653 (949) 768 -2600 DATE BY DESCRIPTION q� OF CALF 44497 ./ 7 JEC A AGER RCE NO. DATE REVISIONS t UNDERGROUND SERVICE ALERT (800) 227 -2600 CITY OF NEWPORT BEACH (UTILITIES) - UTILITY CLERK 949 644-3011 (DAY) 949 644 -3717 (NIGHT) COSTA MESA SANITARY DISTRICT - ROBIN HAMERS (949) 631 -1731 IRWD SYSTEMS OPERATORS - STEVE HABIGER (949) 453 -5745 IRWD CONSTRUCTION SERVICES GROUP - ANTS UIGA (949) 453 -5586 IRWD INSPECTION - MIKE JACK (949) 453 -5615 IRVINE RANCH WATER DISTRICT MAIN OFFICE (949) 453 -5300 MESA CONSOLIDATED WATER DISTRICT - BOB McVICKER (949) 356 -4055 ELLER MEDIA COMPANY - CARLOS URIAS (714) 289 -2018 COUNTY OF ORANGE, PFRD - DAVE PICKRELL (714) 567 -7866 ICGTEL - DAVE ULRICH (949) 864 -1287 MCIWORLDCOM - CHARLES WELCH (972) 656 -6016 MEDIAONE - BRIAN CATON (714) 549 -7590 METROPOLITAN WATER - MARCO BUNTICH (213) 217 -6679 NEXTLINK - BUD SMITH (714) 434 -6614 PACIFIC BELL - ENGINEERING (714) 666 -5454 COMCAST - JOE BARRIAS (714) 338 -2081 ORANGE COUNTY WATER DISTRICT - STEVE CONKLIN (714) 378 -3211 SC EDISON - WALLACE ZIMMERMAN (714) 973 -5409 SOUTHERN CALIF. GAS CO. - TECHNICAL SUPERVISOR (714) 634 -3033 ORANGE COUNTY TRANSPORTATION AUTHORITY 714 265 -4332 -1, � � � � � � � � � � _ 714 530 -6060 NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED, LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND SUB - STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL UTLITIES SHOWN ON THE DRAWINGS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 4216.1(J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES." JOB SITE SAFETY BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD, AND DANIEL BOYLE ENGINEERING, THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. RECORD DRAWING THIS IS A RECORD DRAWING OF' THEFACILHIFS IDENTIFIED IN THE TTTLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL, CONDITIONS WILL. VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE. PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THI: PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. APPROVED ROBIN B. HAMERS R.C.E. 31720 MANAGER/DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT DATE APP'D DESIGNED JPS DRAWN CADD CHECKED JLB DATE 07/04 IRVINE AVENUE SEWER MAIN REPLACEMENT CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, PUBLIC AGENCIES & UTILITIES, COSTA MESA SANITARY DISTRICT GENERAL SEWER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY COSTA MESA 168 -1 SANITARY DISTRICT SHEET 14 OF 34