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CONSTRUCTION NOTES
Y FI LL E
�A\ 38, 2) CONSTRUCTXe R.C.P. WITH TYPE I BEDDING-
ASL - IS H X 29 W CA&
CONSTRUCT 15" V.C.P. WITH TYPE 11 BEDDING.
(AA4*) - Clry 0,4r-Af,
CA -Al.
_CT/ _c /� /_� � 6_J.El)NST-RUG:F 15" P.Y.G. GR 15" Y.G.R. 8E-WER WITH T241294�--
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O ro CONSTRUCTeloV.C.P. WITH TYPE 11 BEDDING.
--- -- --------
. .... ... CONSTRUCT 84" 1. D. MANHOLE ON 81 " R.C. P. SEWER PER
i� DETAILS ON SHEET 13.
ci 22 CONSTRUCT 60" I.D. MANHOLE PER DETAILS ON SHEET 14.
Z_
36 INTERCEPT 6" LATERAL SEWER W/ TEE CONNECTION PER CSDOC
(f) x STANDARD DETAIL S-43-2. PLUG EXIST. LATERAL SEWER SOUTH.
38 REMOVE INTERFERING PORTION OF EXISTING 18" SEWER.
42 REMOVE INTERFERING PORTION OF EXIST. 6" A.C.P. WATER
W LINE.
-40
J' ST ./63f22 Is -A / Is), 11 11 II 43 CONSTRUCT 6" P.V.C. CLASS 150 WATER LINE AND CONNECT TO
2 "S 7L. Ll
39.9 39.7 it L Do EXISTING STUB ON THE EXISTING 16" WATER LINE.
40- REMOVE EXISTING PIPE AT VALVE AND REPLACE WITH BLIND
SEE 04e A-CR-AfC.W,0. - I G E3 FLANGE.
LOCATE AND PROTECT EXISTING THRUST BLOCK IN PLACE OR
PROVIDE SHORING TO RESIST THRUST AND RECONSTRUCT TO
AS BU /LT
STREET
MESA CONSOLIDATED WATER DISTRICT
MC-1170
FOR WATER RELOCATION ONLY
APPROVED: DATE:
DIST. ENG.
OWNER'S STANDARDS.
O REMOVE EXIST. ACP WATER MAIN OVER SEWER EXCAVATION AND
REPLACE WITH AN EQUAL SIZE CLASS 200 PVC PIPE PRIOR TO
CONSTRUCTION OF SEWER EXCAVATION. LENGTH TO EXTEND 5.0
FEET MINIMUM BEYOND EACH SIDE OF THE SEWER TRENCH.
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
1501 Quail Street
P.O. Box 3030
FirMMIr70 Newport Basch. California
C 7141476-3300 92658-9020
BAKER-GISLER INTERCEPTOR
PLAN AND PROFILE
STA. 155 + 00.00 TO STA. 164+00.0014-1-IB
Z/-\, Rs CS /,43 -3 /2 p DESIGNED BY DRAWN BY SHEET
N0.1 DESCRIPTION APPROVED DATE A. A. I R'
CHECKED BY DATE
REVISIONS P S. I APR*. 19891 ENGINEERF R.C.E. C 1-7114 DATE OF 30 SHEETS
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