S-96-4.7T
l
CQT
K
a
w
z
r
3 C'
20
10
52stUU
54+00 55+00
IDAHO PL.
i
z" O STA.53+ 70 lNT 4
i
s f
39 3 „
i �+ �.
„
(D
Z Q
HYDRAULIC
DATA
d = 90”
D = 5.62'
n = 0.013
S = 0.00037
Q = 134.06 cfs
= 86.60 MGD
V = 3.8 fps
IN
-57++ 76.32 9 /
c TEST STA:
I
z
cn W
WZ
W —
U) a3 6 oG
Q i i 4
A.C.P. -M. C. W.D.
II STL. - S. C. G,
COUNTRY CLUB DR.
30
20
10
56 +00 51 +00 56 +00 59 +00 60+00 61 +00 62.00
DAKOTA AVE. li COLORADO PL. -
CONSTRUCTION NOTES
WD, JrI f 9�, TllT £ 1 CONSTRUCT 90" R.C.P. WITH TYPE I BEDDING
C A. C. N O
S-TA- 57 +36.32 f /N . 24 "R. C. P.- C /rYo�c,M• `�'
/z 'Vc.P C. M, $, Q.. -_ 32 CONSTRUCT PIPE SUPPORT WALL PER STANDARD DRAWING S -021.
3 "STL.- S.c.C. k*cn [o A.C.P.- M.C,1�.D- BUR. CBL- P. 1 x — / -�F "BUR. C8L -PB. : /-'iii £ :.- , 44 REMOVE EXISTING A.C.P. WATER MAIN OVER SEWER EXCAVATION AND REPLACE WITH AN
2- ¢ pU -RB. Z- 4 - - EQUAL SIZE CLASS 200 PVC PIPE WITH TYPE VI BEDDING PRIOR TO CONSTRUCTION OF
SEWER EXCAVATION. LENGTH TO EXTEND 5.0 FEET MINIMUM BEYOND EACH SIDE OF THE
��' ¢ r — T „7 4 �__ SEWER TRENCH. JOIN DETAILS TO BE APPROVED BY MESA CONSOLIDATED WATER
1 I DISTRICT.
<O
Z
Ld
—IDS cn
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— —
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ILI
. x,.. ,. 4 "DIp
Q
x`3. Z5 4 t -
AS sulLr
/2 ACP- 'C
.,a / 4" BQfQ . 3L B,
4- 4 "DU -P8.
BERMUDA DR.
GISLER
AVENUE
N
PLAN SCALE: I"= 40'
cQRpFESSii;` ^.i _
—' No C 17714 '
Weill
-
vA
COUNTY SANITATION DISTRICTS OF
ORANGE COUNTY, CALIFORNIA
DISTRICTS NOS. 6,7 & 14
„ „, - - -- 1501 Oueii Street
Bc7wLE P.O. Box 3030
E/7G1r7EEm1 7G Newport Beech Ceiilomie
- C�RPOFiAT��%%
7141476-3300 92658 -9020
BAKER- GISLER INTERCEPTOR
PLAN AND PROFILE
STA. 53 +00.00 f0 STA. 62 +00.00 14 -1 -IA
I AS DU /LT S S.
//O �j P. DESIGNED BY DRAWN BY SHEET
N0. DESCRIPTION APPROVED DATE M. B. AJ V
REVISIONS CHECKED BY DATE ENGINEER R. C.E. .'..:.L DATE OF 51 SHEETS
. ■