HomeMy WebLinkAbout4897-8D)�660.JO'
93 659.80
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DETAIL 8-A
SCALE: 1"=10'
WQM P NOTES
0 CONSTRUCT 2' CURB OPENING PER DETAIL 10-A & 10-B ON SHEET 10.
(2) INSTALL 4"-8" ROCK RIP -RAP AT CURB INLET PER DETAIL 10-A &
10 -Al ON SHEET 10.
7� SWALE INTERRUPTION - INSTALL 4" PVC SDR -35 PER
DETAIL 11 A ON SHEET 11.
0
NOTE: SWALE SIDE SLOPES NOT TO EXCEED 3:1. WHEN DEPTH OF SWALE REQUIRES MORE HORIZONTAL SPACE
THAN PROVIDED, TEMPORARILY REDUCE THE SWALE BOTTOM WIDTH TO ALLOW FOR WIDER SIDE SLOPES.
J SEE EXAMPLE SHOWN ON DETAIL 11—A SHEET 1 1 .
SEE SECTIONS ON SHEET 9.
SCALE IN FEET "FOR OFF-SITE WATER QUALITY BMP -9S ONLY"
0 10 20 30 40
CITRUS HEIGHTS NORTH SPECIFIC PLAN
BENCH A
CAL TRANSBENCHMARK #8 17. A
BRASS CAP IN THE CONCRETE BASE OF
THEA SOUTH LEG OF AN SCE TOWER
343 NORTH OF HIGHLAND, 0.2 MI VEST
OF SAN SEVAINE RB,, 2,65 MI VEST
OF SIERRA AVE
ELEVATIONS 1428.sos
A O
o
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE —800-227-260o
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCT/ON OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE W/TH/N TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARR/ED FORTH /N A D/L/GENT MANNER THE CITY
'
ENG/NEER MAY REQU/RE REVS/ONS TO THE PLANS
TO BR/NG THEM INTO CONFORMANCE WITHOFCAL���/I
COND/T/ONS AND STANDARDS /N EFFECT.
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3 No, 36637 c
* Expl 06-30-12
I CIVIC- �
Prepored Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
9302 PITTSBURGH AVENUE, SUITE 230
RANCHO CUCAMONGA, CA 91730
PH NE 90� 481-6322
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C 6 7 EXP. s— — 2(•
WENDELL L. / ATSURU
C/ T Y OF FON TA NA, CAL /FO RN/A
S TREE T PA RK WA Y /MPRO VEMEN T
DRAWN BY:
TY
TRA C T 16873, 16874, 16875
WQIVJP � RAD/NG
SCALE.•
As SHOWN
BASIS OF BEARINGSt
THE BRE. NO89.59'31'E
ALONG THE CL SUMMIT AVE
AS SHOVN ON TR, ND
16427-1, M,B, 29617-11.
DESIGNED BY.
N
DATE:
JAN., 2011
CHECKED BY
Me
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AP RO D BY
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ENGINEER R.C.E. 51152 DATE
DRAWING NO.:
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