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MAX) AND DRyPA4W
/NV ELEV 350 VCP
IN PLACE
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AT S =0.0040
DETAIL I
3/8" = 1'- 0"
CONSTRUCTION NOTE
CONSTRUCT 66” R.C.P. WITH TYPE I BEDDING
CONSTRUCT 54" R.C.P. WITH TYPE 1 BEDDING
CONSTRUCT 8" V.C.P. WITH TYPE IIBEDDING.
CONSTRUCT 84" I.D. MANHOLE WITH EXTENDED BASE PER
DETAILS ON SHEET 17 AND DETAIL 1 ON SHEET 20.
CONSTRUCT 48" I.D. MANHOLE PER DETAILS ON SHEET 18.
OMIT LETTERS "OCSD" ON COVER.
INTERCEPT 6" LATERAL SEWER WITH TEE CONNECTION PER
CSDOC STANDARD DETAIL S -43 -2. PLUG EXISTING LATERAL
DOWNSTREAM.
JOIN EXISTING MANHOLE. MODIFY BASE PER DETAIL 1 ABOVE.
RELOCATE EXISTING WATER MAIN PER DETAIL 8 ON SHEET 19.
REMOVE EXISTING ACP WATER MAIN OVER SEWER
EXCAVATION AND REPLACE WITH AN EQUAL SIZE CLASS 200
PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION
OF SEWER EXCAVATION. LENGTH TO EXTEND TO THE
NEAREST JOINT THAT IS AT LEAST 5.0 FEET BEYOND EACH
SIDE OF THE SEWER TRENCH.
CONSTRUCT TYPE 111 PIPE SUPPORT PER STANDARD DETAIL S-
37-2. SEE APPENDIX IN SPECS.
Aseuicr
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
%3 1501 Quail Street P.O. Box 3030
Newport Beach, California 92658 -9020
123 714 / 476 -3300
BAKER FORCE MAINS
PLAN AND PROFILE
STA.2384-00.00 10 STA.247 +50.00
14 -1 -2
/ AS 0,Y &T C,5 DB V 01 DESIGNED BY DRAWN BY SHEET
NO.1 DESCRIPTION JAPPROVED R. -'Q� �. ZI2�'rj0
REVISIONS CHECKED BY SAT ENGINEER R.C.E. DATE OF
P. E. S, SEP�T. 1989 31 SHEETS