S-2007-2.1c
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GENERAL NOTES - COSTA MESA SANITARY DISTRICT
DEL _MAR AVENUE _ _ _ UNIVERSITY _ DR I V E 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 4
0 +00 8
Ck HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731.
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
ST STA 105 +63.00 UNACCEPTABLE.
SS STA 13 +21.00 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK
INV. EL 50.94 FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH STREET, COSTA MESA
RIM EL 62.88 TELEPHONE: (949) 645 -8400, EXTENSION 229
5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE
LOCAL GOVERNING AGENCY.
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IXISTING P.P. WATER 22 +56 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS
70
=23 +00 SOUTH AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
TO BE RELOCATED
Q =24 +00 NORTH 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MAIN LINE
° I , BOND -SEAL OF APPROVED EQUAL, RE APPROVED FOR LATERALS
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Q I f' } / EVERY LOT
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INN. EL 55,64 56 I C,s0 AND REPAIR WORK ONLY
3 � � •-� � `�-� _ RIM EL 45` 3 � ,� �'�� �1�+ 8 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVE
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x.�% / 1 _ r{� +j 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
Q I STREET $T��i�.�+ v g•22 wa W " " " ��_ 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
W 414:- - 4 . 0' i !}0.00' -.0 00' 4 00' 57.94' 11. SEWER MAN SHALL BE AIR 0 WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL
Q �h"a . '�� "'� °� 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.
., 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED
Q m ® EQUAL. COVER TO BE STAMPED "SEWER."
X ? 5 14. SEWER MAN SHALL E BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
of F 05.72 FF 65.90 FF 66.04 FF 66. FF 66.42 ��
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