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ORANGE COUNTY THOMAS GUIDE
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CONSTRUCTION NOTES:
1 CONSTRUCT 6" VCP SEWER LATERAL ® 2% MINIMUM SLOPE (OR APPROVED EQUAL BY DISTRICT ENGINEER)
2 CONSTRUCT 6" SEWER CLEAN OUT PER CMSD STD. S -107
3 CONSTRUCT GREASE INTERCEPTOR (PER PLUMBING PLANS)
O CONSTRUCT 8" FIRE WATER LINE
O CONSTRUCT 2" DOMESTIC WATER SERVICE LINE PER MCWD STD. DWG. NO. 2, 18 AND 19.
INSTALL RPP BACKFLOW DEVICE PER MCWD STD. DWG. N0, 23
O INSTALL 2" WATER METER PER MCWD STANDARD DWG. NO. 3
O7 EXISTING F.H. TO REMAIN AND PROTECT IN PLACE
O INSTALL F.D.C. ASSEMBLY PER FPPI MODEL 09- 090 -00 OR APPROVED EQUAL
9O INSTALL P.I.V. ASSEMBLY PER MUELLER A -20806 OR APPROVED EQUAL
1 10 INSTALL D.C.D.A. PER MCWD STD. DWG. NO. 17
CONSTRUCT RPP BACKFLOW PREVENTER PER MCWD STD. DWG, NO. 23
12 SAWCUT AND REMOVE EX. AC PAVEMENT PER CITY OF COSTA MESA STD. DWG. Na 813
13 CONSTRUCT AC. PAVEMENT /AB & MATCH EXISTING SEC71ON PER CITY OF COSTA MESA STD. DWG. NO. 813
14 REMOVE EXISTING METER & CAP EXIS77NG SERVICE AT MAIN PER MCWD INSPECTOR'S REQUIREMENTS
15 EXISTING DOUBLE DETECTOR CHECK TO BE REMOVED
16 EXISTING FDC TO BE REMOVED
17 EXISTING PIV TO BE REMOVED AND RELOCATED
18 REMOVE EXISTING BOLLARD
ig REMOVE EXISTING VALVE AND INSTALL BLIND FLANGE PER MCWD INSPECTOR'S REQUIREMENTS
20 CAP EXISTING SEWER LATERAL
21 SAWCUT AND REMOVE EX. CONCRETE PER CITY OF COSTA MESA STD. DWG. NO. 811
22 INSTALL 314" WATER METER PER MCWD STANDARD DWG. NO. 3
23 REMOVE EXISTING UTILITIES AND CAP EXISTING SERVICE
24 EXISTING WATER VALVE (TO REMAIN)
25 REMOVE EXISTING IRRIGATION CONTROL VALVE (SEE LANDSCAPE PLANS BY OTHERS)
26 REMOVE EXISTING PARKING LIGHT STANDARD (SEE LIGHTING PLANS BY OTHERS)
27 REMOVE EXIS77NG TELEPHONE CABINET (SEE DRY UTILITY PLANS BY OTHERS)
28 EXISTING POST /POLE TO BE REMOVED
29 EXISTING GAS VAULT TO BE REMOVED (SEE DRY U77LITY PLANS BY OTHERS)
30 REMOVE EXIS77NG WATER VALVE AND CAP EXIS17NG SERVICE
31 REMOVE EXIS77NG GAS METER (SEE DRY UTILITY PLANS BY OTHERS)
32 CONSTRUCT 12-x8- HOT TAP, 8" R/W VALVE, AND 8" C900 CL.200 FIRE LINE
PER MCWD STD. DWG. NO. 6, 12, 18 AND INSPECTOR'S REQUIREMENTS
33 CUT IN 6"x6 x6" TEE , 6" R/W VALVE, AND 6" C900 CL.200 FIRE LINE PER
MCWD SiD. DWG, NO. 6, 12, 18 AND INSPECTOR'S REQUIREMENTS
34 REMOVE EXISTING SEWER CLEANOUT
@) CONSTRUCT 6" FIRE LINE
36 INSTALL 8" R/W VALVE PER MCWD STD. DWG. NO. 14A AND /OR INSPECTOR'S REQUIREMENTS LEGEND:
CITY OF COSTA MESA
VONS NO. 2513
185 EAST 17th STREET, COSTA MESA, CA
ONSITE WATER AND SEWER PLANS
37 CONSTRUCT 2" IRRIGATION WATER SERVICE LINE PER MCWD SiD. DWG. NO. 2 AND 18.
INSTALL RPP BACKFLOW DEVICE PER MCWD STD. DWG. NO. 23 PROPOSED RETAINING WALL
38 INSTALL 1" IRRIGA77ON METER PER MCWD STD. DWG. NO. 3 EXISTING BLOCK WALL
39 CONSTRUCT FIRE HYDRANT ASSEMBLY PER MCWD STD. DWG. NO. 4 AND 18. EXIS71NG CURB & GUTTER
40 INSTALL GAS METER (SEE DRY U77LITY PLANS BY OTHERS) EXIS71NG PL
41 CONSTRUCT 1 i14" DOMESTIC WATER SERVICE LINE PER MCWD S7D. DWG. NO. 2, 18 AND 19. EYJS77NG R/W
42 CONSTRUCT 2 112" DOMESTIC WATER SERVICE LINE PER MCWD STD. DWG. NO. 2, 18 AND 19. EXISTiNG/PROPOSED FIRE HYDRANT
43 INSTALL 314" RPP DOUBLE CHECK VALVE ASSEMBLY PER MCWD SiD. DWG. 23. EXIS77NG IRRIGATION LINE
44 CONSTRUCT CONCRETE SIDEWALK PER CITY OF COSTA MESA STD. DWG. 411. EXISTING DOMESTIC WATER LINE
Underground Service Alert
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REVISIONS
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PROPOSED VONS 1 SEE SHEET 3
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EXIS77NG FIRE WATER LINE
PROPOSED FIRE WATER LINE
EXIS77NG/PROPOSED FDC
EXIS71NG /PROPOSED DOC
EXIS71NGIPROPOSED PIV
EXISTiNG/PROPOSED SEWER CLEANOUT
EXIS71NGIPROPOSED WATER METER
(IRR)
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PROPOSED GREASE INTERCEPTOR
EXIS71NGIPROPOSED GAS METER
EXIS71NG GAS VAULT
EXISTING DOUBLE DETECTOR CHECK
EXIS77NG TELEPHONE CABINET
EXIS77NG PARKING LIGHT
EXISTING IRRIGA7701V CONTROL VALVE
EXIS77NG BLOW OFF
EXISTING WATER VALVE
EXISTING POST / POLE
BLIND FLANGE
PROPOSED DOUBLE DETECTOR CHECK
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DESIGNED BY. MESA CONSOLIDATED WATER DISTRICT BENCH MARK NO. CM -47 -89 ELEV. 95.30 FEET
DATE MC 1 935 DESCRIPTION: ORANGE COUNTY SURVEYOR'S 3 314" ALUMINUM DISK
LOCATION:
DRAWN BY: DESCRIBED BY ORANGE COUNTY SURVEY 1989 IN THE SOUTHERLY QUADRANT OF THE
DATE• INTERSECTION OF 17TH STREET AND SANTA ANA AVENUE IN THE CITY OF COSTA MESA, 25
FEET SOUTHEASTERLY OF THE CENTERLINE OF SANTA ANA AVENUE, 110 FEET SOUTHWESTERLY
REVIEWED BY. ACCEPTED BY. - -. OF THE CENTERUNE OF 177H STREET, SOUTHWESTERLY OF THE SOUTHERLY BEGINNING OF CURT
DATE' DATE RETURN FOR 177H STREET, SET AT THE EASTERLY CORNER OF A 15 FEET BY 5 FEET CATCH
BASIN ON SANTA ANA AVENUE IN FRONT OF C171ZENS BANK, 4.5 FEET IN BACK OF CURB.
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GRAPHIC SCALE
EASEMENT NOTES:
V A 4 FOOT RIGHT OF WAY FOR WATER AND INCIDENTAL PURPOSES WITHIN 7HE LAND DESCRIBED
IN DEED TO NISSWA PROPERTIES, INC., RECORDED JUNE 9, 1958 IN BOOK 4308, PAGE 443, O.R.
AS PROVIDED IN AN AGREEMENT RECORDED SEPTEMBER 7, 1937 IN BOOK 909, PAGE 168, O.R.
10 THREE 6 FOOT WiDE NON – EXCLUSIVE EASEMENTS FOR UNDERGROUND ELECTRICITY, WATER AND
GAS PIPE LINES RECORDED FEBRUARY 17, 1978, BOOK 12568, PAGE 1856, O.R.
12 AN EASEMENT TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED FEBRUARY
7, 1979, BOOK 13027, PAGE 1524, INSTRUMENT NO. 7590 (AFFECTS PARCEL 6).
13 AN EASEMENT TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED FEBRUARY
7, 1979, BOOK 13027, PAGE 1525, O.R. (AFFECTS PARCEL i, 4, AND 8).
14 AN EASEMENT TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED FEBRUARY
7, 1979, BOOK 13027, PAGE 1526, O.R. (AFFECTS PARCEL 5).
16 (APPROX. LOCATION) ELECTRICAL SUPPLY SYSTEM EASEMENT TO SOUTHERN CALIFORNIA EDISON
COMPANY, RECORDED MARCH 21, 1979, BOOK 13076, PAGE 1398, INSTRUMENT NO. 31150, O.R.
19 WATER LINE EASEMENT TO 7HE MESA CONSOLIDATED WATER DISTRICT, RECORDED OCTOBER 19,
1979, BOOK 13360, PAGE 1577, O.R.
22 A 14 FOOT WIDE EASEMENT TO THE SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED AS
INSTRUMENT NO. 83- 201622 O.R. (AFFECTS A PORTION OF PARCEL 8).
WATER STANDARD NOTES:
1. ENGINEERING PLAN CHECK/INSPECT70N FEE AND PERFORMANCE GUARANTEE BOND SHALL BE PAID AND APPLICATiON/PERMIT (A.P.)
COMPLETED BY THE APPLICANT PRIOR TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN ACCORDANCE NTH
MESA RATES AND DEPOSIT SCHEDULE.
2. CAPACITY CHARGES SHALL BE COLLECTED BY MESA AT THE TiME OTHER FEES ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR SERVICE
AGREEMENT, WHICHEVER IS FIRST. THIS FEE SHALL BE IN ACCORDANCE K17H MESA RATES AND DEPOSIT SCHEDULE.
J. WATER MAINS WiLL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF MCC.
4. CONTRACTOR TO HAVE, ON 7HE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL 71MES.
5. CONTRACTOR TO N071FY MCC 48 HOURS PRIOR TO CONSTRUCTION (PHONE 949- 631 -1291 – INSPECTION DEPARTMENT).
6. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S NOTICE OF COMPLETION TO GUARANTEE WORK
PERFORMED BY THE CONTRACTOR.
7. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WiLL BE 10' HORIZONTAL, l' VERTICAL
8. A 15' WATER MAIN EASEMENT KILL BE GRANTED TO THE MCC FOR MAINTENANCE PURPOSES, 5' FOR WATER SERVICES (75' EACH SIDE OF
MAIN; 2.5' EACH SIDE OF SERVICE). EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO MESA NO LATER THAN 0 DAYS AFTER N077CE OF
COMPLETION IS FILED.
9. SERVICE LATERALS WiLL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLA77ON OF WATER METERS AND BOXES (PER MCWD'S
STANDARD DRAWINGS 11, 12 AND /3).
10. WATER METER WiLL NOT BE INSTALLED NOR WATER TURNED ON UNTIL 774E BACKFLOW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION
SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND CERTIFIED. CONTACT CROSS CONNECTION CONTROL AT 949 - 631 -1291.
11. PROTECT EXISTING U7LITIES IN PLACE.
12. WATER MAINS WiLL HAVE 42" MINIMUM COVER TO FINISH GRADE.
13. RAISE EXIS77NG WATER VALVE COVERS TO GRADE (PER MCC STANDARD DRAWING 114).
14. INSTALL FIRE HYDRANT PER MCC STANDARD DRAWING /4 OR 14B.
15. INSTALL BLOW –OFF PER MCWD STANDARD DRAWING 19.
16. WATER MAINS WiLL BE TESTED AT 225 P.SI. FOR FOUR HOURS.
17 BACKFILL MATERIAL IN PIPE ZONE WiLL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
18. THE BACKFILL ABOVE 7HE PIPE ZONE WiLL BE COMPACTED PER MCC STANDARD DRAWING 118, AND BE IN COMPLIANCE WiTH C.C.M.
STANDARD DRAWING 813.
19. CHIP 2" "W" IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
20. INSTALL THRUST OR GRAVITY BLOCKS PER MCC STANDARD DRAWING 111 OR 112.
21. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL U77LI77ES PRIOR TO TRENCHING.
22. CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO EXISTING MAINS.
23. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P., BROKEN CONCRETE, AND NA77VE SOIL.
24. WATER METERS AND BOXES TO BE INSTALLED BY MCC BUT PAID FOR BY OTHERS.
25. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WiLL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY CONDOMINIUM UNIT OVER TWO
STORIES OR FIVE OR MORE UNITS ON ONE METERED SERVICE. CONTACT CROSS CONNECTION CONTROL AT 949 - 631 -1291.
26. IRRIGATION METERS WiLL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY.
27 IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN MCC EASEMENT OR WITHIN 75' OF ANY MCC FACILITY.
28. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WiLL BE REQUIRED ON METERED WATER SERVICES TO ALL INDUSTRIAL BUILDINGS.
29. A DOUBLE CHECK DETECTOR ASSEMBLY WiLL BE REQUIRED ON FIRE LINE SERVICES.
30. FIRELINE SERVICES SHALL NOT BE TURNED ON UN77L THE MESA ENGINEERING DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR
OWNER'S AUTHORIZED AGENT REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE FIRELINE TO BE TURNED ON. THE LETTER
MUST ALSO CONTAIN 7HE MCC FILE NUMBER, SIZE AND SERIAL NUMBER OF THE DEVICE, AND JOB ADDRESS.
SEWER STANDARD NOTES:
1. THE SEWER SYSTEM SHALL CONFORM TO 7HE 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 9491631 -1731.
3. ANY WORK PERFORMED W17HOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE.
4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF W10RK FROM THE COSTA MESA SANITARY DISTRICT, 628 W.
19TH STREET, COSTA MESA, CA 92627 9491645 -8400 EXT 229.
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 S17E AT ALL
TIMES.
7 CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE 'D" JOIN7S, BAND –SEAL OR
APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY
8. 6 "LA7ERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
11. 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. S -105.
12. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER:
13. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE.
14. PVC PIPE MAY BE USED ONLY NTH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
15. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE
USED PER STD. DWG. NO. S -110 –A OR S- 110 –B.
16. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE.
17. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED PER STD. DWG. NO. S -112.
NOTE:
DESIGN BASED OFF TOPO SURVEY BY TRUXAW AND ASSOCIATES, INC DATED
8/23/10.
BENCHMARK - "ONSITE TEMPORARY BENCHMARK" - EXISTING STORM DRAIN COSTA MESA SANITARY DISTRICT
MANHOLE ACROSS THE DRIVE ISLE FROM CVS (SW CORNER OF BUILDING); RIM
ELEVA 770N=94. 07 TEMPORARY BENCHMARK SET PER RFI #4. 9AL
C &S Engineers, Inc. QµOFessp
32605 Temecula Parkway SA
Suite 101
Temecula, California 9259 Na 65070
Phone: 951 -694 -4824 EW. 06 —do-12
Fax: 951- 694 -4713 DATE: b x•10
www.cscos.com Ex 06/30/12 N0. 65970 OFCA`L�4
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APPROVED BY DATE
CITY OF COSTA MESA SHEET 1 OF 3
ONSITE WATER & SEWER PLANS FOR: CONTRACT
VONS, # 2513 ACCOUNT
COSTA MESA, CALIFORNIA
DWG. N0.
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PROPOSING
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PROPOSED VONS 1 SEE SHEET 3
FF =98.00
PE =97.42
PIM FF}y. =101.
JtlY_E1 - =93.
— _ --
W -
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EXIS77NG FIRE WATER LINE
PROPOSED FIRE WATER LINE
EXIS77NG/PROPOSED FDC
EXIS71NG /PROPOSED DOC
EXIS71NGIPROPOSED PIV
EXISTiNG/PROPOSED SEWER CLEANOUT
EXIS71NGIPROPOSED WATER METER
(IRR)
(WTRr
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❑M
PROPOSED GREASE INTERCEPTOR
EXIS71NGIPROPOSED GAS METER
EXIS71NG GAS VAULT
EXISTING DOUBLE DETECTOR CHECK
EXIS77NG TELEPHONE CABINET
EXIS77NG PARKING LIGHT
EXISTING IRRIGA7701V CONTROL VALVE
EXIS77NG BLOW OFF
EXISTING WATER VALVE
EXISTING POST / POLE
BLIND FLANGE
PROPOSED DOUBLE DETECTOR CHECK
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DESIGNED BY. MESA CONSOLIDATED WATER DISTRICT BENCH MARK NO. CM -47 -89 ELEV. 95.30 FEET
DATE MC 1 935 DESCRIPTION: ORANGE COUNTY SURVEYOR'S 3 314" ALUMINUM DISK
LOCATION:
DRAWN BY: DESCRIBED BY ORANGE COUNTY SURVEY 1989 IN THE SOUTHERLY QUADRANT OF THE
DATE• INTERSECTION OF 17TH STREET AND SANTA ANA AVENUE IN THE CITY OF COSTA MESA, 25
FEET SOUTHEASTERLY OF THE CENTERLINE OF SANTA ANA AVENUE, 110 FEET SOUTHWESTERLY
REVIEWED BY. ACCEPTED BY. - -. OF THE CENTERUNE OF 177H STREET, SOUTHWESTERLY OF THE SOUTHERLY BEGINNING OF CURT
DATE' DATE RETURN FOR 177H STREET, SET AT THE EASTERLY CORNER OF A 15 FEET BY 5 FEET CATCH
BASIN ON SANTA ANA AVENUE IN FRONT OF C171ZENS BANK, 4.5 FEET IN BACK OF CURB.
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GRAPHIC SCALE
EASEMENT NOTES:
V A 4 FOOT RIGHT OF WAY FOR WATER AND INCIDENTAL PURPOSES WITHIN 7HE LAND DESCRIBED
IN DEED TO NISSWA PROPERTIES, INC., RECORDED JUNE 9, 1958 IN BOOK 4308, PAGE 443, O.R.
AS PROVIDED IN AN AGREEMENT RECORDED SEPTEMBER 7, 1937 IN BOOK 909, PAGE 168, O.R.
10 THREE 6 FOOT WiDE NON – EXCLUSIVE EASEMENTS FOR UNDERGROUND ELECTRICITY, WATER AND
GAS PIPE LINES RECORDED FEBRUARY 17, 1978, BOOK 12568, PAGE 1856, O.R.
12 AN EASEMENT TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED FEBRUARY
7, 1979, BOOK 13027, PAGE 1524, INSTRUMENT NO. 7590 (AFFECTS PARCEL 6).
13 AN EASEMENT TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED FEBRUARY
7, 1979, BOOK 13027, PAGE 1525, O.R. (AFFECTS PARCEL i, 4, AND 8).
14 AN EASEMENT TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, RECORDED FEBRUARY
7, 1979, BOOK 13027, PAGE 1526, O.R. (AFFECTS PARCEL 5).
16 (APPROX. LOCATION) ELECTRICAL SUPPLY SYSTEM EASEMENT TO SOUTHERN CALIFORNIA EDISON
COMPANY, RECORDED MARCH 21, 1979, BOOK 13076, PAGE 1398, INSTRUMENT NO. 31150, O.R.
19 WATER LINE EASEMENT TO 7HE MESA CONSOLIDATED WATER DISTRICT, RECORDED OCTOBER 19,
1979, BOOK 13360, PAGE 1577, O.R.
22 A 14 FOOT WIDE EASEMENT TO THE SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED AS
INSTRUMENT NO. 83- 201622 O.R. (AFFECTS A PORTION OF PARCEL 8).
WATER STANDARD NOTES:
1. ENGINEERING PLAN CHECK/INSPECT70N FEE AND PERFORMANCE GUARANTEE BOND SHALL BE PAID AND APPLICATiON/PERMIT (A.P.)
COMPLETED BY THE APPLICANT PRIOR TO THE APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN ACCORDANCE NTH
MESA RATES AND DEPOSIT SCHEDULE.
2. CAPACITY CHARGES SHALL BE COLLECTED BY MESA AT THE TiME OTHER FEES ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR SERVICE
AGREEMENT, WHICHEVER IS FIRST. THIS FEE SHALL BE IN ACCORDANCE K17H MESA RATES AND DEPOSIT SCHEDULE.
J. WATER MAINS WiLL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND SPECIFICATIONS OF MCC.
4. CONTRACTOR TO HAVE, ON 7HE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS AT ALL 71MES.
5. CONTRACTOR TO N071FY MCC 48 HOURS PRIOR TO CONSTRUCTION (PHONE 949- 631 -1291 – INSPECTION DEPARTMENT).
6. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S NOTICE OF COMPLETION TO GUARANTEE WORK
PERFORMED BY THE CONTRACTOR.
7. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WiLL BE 10' HORIZONTAL, l' VERTICAL
8. A 15' WATER MAIN EASEMENT KILL BE GRANTED TO THE MCC FOR MAINTENANCE PURPOSES, 5' FOR WATER SERVICES (75' EACH SIDE OF
MAIN; 2.5' EACH SIDE OF SERVICE). EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO MESA NO LATER THAN 0 DAYS AFTER N077CE OF
COMPLETION IS FILED.
9. SERVICE LATERALS WiLL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLA77ON OF WATER METERS AND BOXES (PER MCWD'S
STANDARD DRAWINGS 11, 12 AND /3).
10. WATER METER WiLL NOT BE INSTALLED NOR WATER TURNED ON UNTIL 774E BACKFLOW DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION
SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND CERTIFIED. CONTACT CROSS CONNECTION CONTROL AT 949 - 631 -1291.
11. PROTECT EXISTING U7LITIES IN PLACE.
12. WATER MAINS WiLL HAVE 42" MINIMUM COVER TO FINISH GRADE.
13. RAISE EXIS77NG WATER VALVE COVERS TO GRADE (PER MCC STANDARD DRAWING 114).
14. INSTALL FIRE HYDRANT PER MCC STANDARD DRAWING /4 OR 14B.
15. INSTALL BLOW –OFF PER MCWD STANDARD DRAWING 19.
16. WATER MAINS WiLL BE TESTED AT 225 P.SI. FOR FOUR HOURS.
17 BACKFILL MATERIAL IN PIPE ZONE WiLL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
18. THE BACKFILL ABOVE 7HE PIPE ZONE WiLL BE COMPACTED PER MCC STANDARD DRAWING 118, AND BE IN COMPLIANCE WiTH C.C.M.
STANDARD DRAWING 813.
19. CHIP 2" "W" IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
20. INSTALL THRUST OR GRAVITY BLOCKS PER MCC STANDARD DRAWING 111 OR 112.
21. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL U77LI77ES PRIOR TO TRENCHING.
22. CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO CONNECTING TO EXISTING MAINS.
23. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P., BROKEN CONCRETE, AND NA77VE SOIL.
24. WATER METERS AND BOXES TO BE INSTALLED BY MCC BUT PAID FOR BY OTHERS.
25. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WiLL BE REQUIRED ON ALL WATER METERED SERVICES TO ANY CONDOMINIUM UNIT OVER TWO
STORIES OR FIVE OR MORE UNITS ON ONE METERED SERVICE. CONTACT CROSS CONNECTION CONTROL AT 949 - 631 -1291.
26. IRRIGATION METERS WiLL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY.
27 IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN MCC EASEMENT OR WITHIN 75' OF ANY MCC FACILITY.
28. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WiLL BE REQUIRED ON METERED WATER SERVICES TO ALL INDUSTRIAL BUILDINGS.
29. A DOUBLE CHECK DETECTOR ASSEMBLY WiLL BE REQUIRED ON FIRE LINE SERVICES.
30. FIRELINE SERVICES SHALL NOT BE TURNED ON UN77L THE MESA ENGINEERING DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR
OWNER'S AUTHORIZED AGENT REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE FIRELINE TO BE TURNED ON. THE LETTER
MUST ALSO CONTAIN 7HE MCC FILE NUMBER, SIZE AND SERIAL NUMBER OF THE DEVICE, AND JOB ADDRESS.
SEWER STANDARD NOTES:
1. THE SEWER SYSTEM SHALL CONFORM TO 7HE 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 9491631 -1731.
3. ANY WORK PERFORMED W17HOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED UNACCEPTABLE.
4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF W10RK FROM THE COSTA MESA SANITARY DISTRICT, 628 W.
19TH STREET, COSTA MESA, CA 92627 9491645 -8400 EXT 229.
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 S17E AT ALL
TIMES.
7 CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER. TYPE 'D" JOIN7S, BAND –SEAL OR
APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK ONLY
8. 6 "LA7ERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
11. 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. S -105.
12. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER:
13. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO GRADE.
14. PVC PIPE MAY BE USED ONLY NTH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
15. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE
USED PER STD. DWG. NO. S -110 –A OR S- 110 –B.
16. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND TO BE DEFECTIVE.
17. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED PER STD. DWG. NO. S -112.
NOTE:
DESIGN BASED OFF TOPO SURVEY BY TRUXAW AND ASSOCIATES, INC DATED
8/23/10.
BENCHMARK - "ONSITE TEMPORARY BENCHMARK" - EXISTING STORM DRAIN COSTA MESA SANITARY DISTRICT
MANHOLE ACROSS THE DRIVE ISLE FROM CVS (SW CORNER OF BUILDING); RIM
ELEVA 770N=94. 07 TEMPORARY BENCHMARK SET PER RFI #4. 9AL
C &S Engineers, Inc. QµOFessp
32605 Temecula Parkway SA
Suite 101
Temecula, California 9259 Na 65070
Phone: 951 -694 -4824 EW. 06 —do-12
Fax: 951- 694 -4713 DATE: b x•10
www.cscos.com Ex 06/30/12 N0. 65970 OFCA`L�4
to 7f flo
APPROVED BY DATE
CITY OF COSTA MESA SHEET 1 OF 3
ONSITE WATER & SEWER PLANS FOR: CONTRACT
VONS, # 2513 ACCOUNT
COSTA MESA, CALIFORNIA
DWG. N0.
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