S-2009-3.1C7
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MCWD STANDARD WATER NOTES
1. Engineering Plan Check /Inspection 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 with 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 with Mesa rates and deposit
schedule.
3. Water mains will be installed according to the latest Standards and Specifications of MCWD.
4. Contractor to have, on the job site, a copy of the latest Standard Specifications at all times.
5. Contractor to notify MCWD 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, 1' VERTICAL
8. A 15' water main easement will be granted to the MCWD for maintenance purposes, 5' for water
services (7.5' each side of main; 2.5' each side of service). Easement documents are to be submitted to
Mesa no later than 30 days after Notice of Completion is filed.
9. Service laterals will be set to grade by Contractor prior to the installation of water meters and boxes
(per MCWD's Standard Drawings #1, #2 and #3).
10. Water meter will not be installed nor water turned on until the 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 utilities in place.
12. Water mains will have 42• minimum cover to finish grade.
13. Raise existing water valve covers to grade (per MCWD Standard Drawing #14).
14. Install fire hydrant per MCWD Standard Drawing #4 or #4B.
15. Install blow -off per MCWD Standard Drawing #9
16. WATER MAINS WILL BE TESTED AT 225 P.S.I. ",1R FOUR HOURS.
17. Backfill material in pipe zone will have a !..nd equivalent of 30 or yreater.
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18. The backfill above the pipe zone will be compacted per MCWD Standard Drawing #18, and be in
compliance with C.C.M. Standard Drawing 813.
19. Chip 2" 'Win curb face to identify water service location.
20. Install thrust or gravity blocks per MCWD Standard Drawing #11 or #12.
21. Contractor to verify depth and location of all utilities prior to trenching.
22. Contractor to install temporary tops 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 native
soil.
24. Water meters and boxes to be installed by MCWD 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 MCWD easement or within 7.5' of any MCWD 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 until 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 the MCWD file number, size and serial number of the
device, and job address.
ENGINEER:
RCE
PRIVATE SEWER &PUBLIC WATER IMPROVEMENT PLAN
CMSD STAND
FOR
THE GROVE AT MESA DEL MAR
NOTES
TRACT MAP NO. 16917
405 FREEWAY
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1.
THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY DISTRICT.
1
TITLE SHEET, SEWER NOTES, ETC.
F o
PALMETTO LANE SEWER & WATER
2.
CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48 HOURS
�Yp
PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: 949/631 -1731.
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3.
ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
��•
BAKER STREET
UNACCEPTABLE.
4.
CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE
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COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA, CA 92627. 949/645 -8400
2
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EXT. 229.
EL CAMINO
DRIVE
5.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL
PALMETTO 3 SAN UAH
GOVERNING AGENCY.
UNE cO�R UNE
6.
CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS AND
PROJECT
SPECIFICATIONS ON JOB SITE AT ALL TIMES.
LOCATION pRESIDIO DR. IL1I
7.
CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE SEWER.
TYPE "D" JOINTS, BAND -SEAL OR APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR
VICINITY MAP
WORK ONLY.
N.T.S.
8.
6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
9.
ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10.
STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
11.
SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
12.
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.
CONSTRUCTION NOTES:
13.
SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED EQUAL.
COVER TO BE STAMPED 'SEWER'.
O1
Construct
8" P.V.C. Sewer Main with Trenching and Bedding per CMS ¢ - Dwg` No. S -112
445 L.F.
14.
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN RAISED TO
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Construct
48" Sewer Man Hole per CMSD Dwg. No. S- 100.
4 Each
GRADE.
3A
Construct
Lateral Connection Type A per CMSD Dwg. No. S- 104 -A.
19 Each
15.
PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
3g
Construct
Lateral Connection Type B per CMSD Dwg. No. S- 104 -B.
7 Each
16.
IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL
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Construct
Sewer Clean Out per CMSD Dwg. No. S -107.
28 Each
CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S -110 -A OR S- 110 -B.
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Construct
6" P.V.C. Sewer Lateral with Trenching and Bedding per CMSD Dwg. No. S -112
115 L.F.
17.
DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD OR FOUND
TO BE DEFECTIVE.
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Construct
8" (C -900) CL -200 Water Main with Trenching and Backfill per MCWD Standards, Dwg. No. 18, and Inspector's Requirements.
630 L.F.
18.
ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE CONSTRUCTED PER STD. DWG. NO. S -112.
0
Construct
Standard 1" Copper Water Service Assembly with 3/4" Meter per MCWD Dwg. No. 1, 3 and 18.
24 Each
19.
CONTRACTOR TO EITHER REPLACE EXISTING 6" VCP LATERAL IN STREET RIGHT OF WAY W /NEW
t�8
Construct
Fitting (Size & Type per Plan) with Thrust Block per MCWD Dwg. No. 12, and Inspector's Requirements.
5 Each
LATERAL PER CMSD STD S -104 -A OR PERFORM CCTV OF EXISTING LATERAL AND PROVIDE VIDEO TO
Og
Construct
8" Standard Gate Valve per MCWD Standards.
3 Each
THE COSTA MESA SANITARY DISTRICT. DAMAGED PORTIONS OF EXISTING LATERAL SHALL BE REPAIRED
(IF ANY).
10
Construct
Standard Fire Hydrant per MCWD Dwg. No. 4, and Inspector's Requirements.
3 Each
11
Construct
8" Standard Tapping Sleeve and valve per MCWD Dwg. No. 6.
2 Each
12
Abandon
Existing Fire Hydrant at Main per MCWD per Inspector's Requirements.
1 Each
13
Abandon
Existing Water Service at Main per MCWD per Inspector's Requirements.
5 Each
14
Abandon
Existing Sampling Station at Main oer MCWD per Inspectors Requirements.
1 Each
15
Construct
Standard 2" Copper Water Service (Irrigation) with 1 1/2" Meter per MCWD Dwg. No. 2, 3, 18 and 23.
1 Each
RECORD PLAN COSTA MESA SANITARY DISTRICT MESA CONSOLIDATED WATER DISTRICT
Approved for ! :onnection to CMSD Sewer Only MC 1902
REGISTRATION EXP:
DATE:
.4 4"le "bis4 =4 '91f iurewr
ENGINEER: Nil /I /.LG(p DATE:
RCE No.: 19389 REGISTRATION EXP: ci/30I 0 9
APPROVED: 94LV /,
DATE: S12 9
BENCHMARK: SOILS ENGINEER: OWNER. Q�pFESS /off CO. �O0\N B. HgM'9(�
COUNTY OF ORANGE BENCH MARK NO.: SA- 290 -77 60 NEWPOo CENTER DR. SUITE 240 �o N0. �uP 2�
DATE: 1995
ELEVATION: 39.33 FEET (NGVD 29) NEWPORT BEACH, CA. 92660 0 RCE 31720 rrri
(949) 285 -6506 LCJe EXP. 12/31/2010
NO. DATE DESCRIPTION BY 9 , 01Vt\- o���P
REVISIONS OFCP) -�F
Title -1, 2/10/2009 9:26:47 AM
PREPARED BY:
ROBIN B. HAMERS & ASSOC., INC.
CIVIL ENGINEERS
234 E. 17TH STREET, SUITE 205
COSTA MESA, CA 92627
(949) 548 -1192
RbLdl / 01
SHEF i INDEX
NO.
DESCRIPTION
1
TITLE SHEET, SEWER NOTES, ETC.
2
PALMETTO LANE SEWER & WATER
3
CORONADO DRIVE LATERALS & SERVICES
PRIVATE SEWER & PUBLIC WATER
IMPROVEMENT PLAN FOR
THE GROVE AT MESA DEL MAR
COSTA MESA, CALIFORNIA
TRACT MAP NO. 16917
SHEET
OF 3-