HomeMy WebLinkAbout4897-7�G
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DETAIL 7—A
SCALE: 1"=10'
WQMP NOTES
0 CONSTRUCT 2' CURB OPENING PER DETAIL 10—A & 10—B ON SHEET 10.
0 INSTALL 4" _8" ROCK RIP—RAP AT CURB INLET PER DETAIL 10—A &
10—Al ON SHEET 10.
0 SWALE INTERRUPTION — INSTALL 4" PVC SDR -35 PER
DETAIL 11 A ON SHEET 11.
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DETAIL 7—C
SCALE: 1"=10'
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SCALE IN FEET
10 20 30
40
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DETAIL 7-13
SCALE: 1""=10"
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.
SEE EXAMPLE SHOWN ON DETAIL 1 1 —A SHEET 1 1.
SEE SECTIONS ON SHEET 9.
"FOR OFF—SITE WATER QUALITY BMP"S ONLY "
CITRUS HEIGHTS NORTH SPECIFIC PLAN
BENCH CAL TRA SABENCHMARK #8 17. A
BRASS CAP IN THE CONCRETE BASE OF
THE 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 1 1428.609
A O
o
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL, FREE 1-800-227-2600war
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERTI
REV.
REVISION DESCRIPnON
DATE
ENGR.
CITY
DATE
SHOULD CONS TRUC T/ON OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITH/N TWO YEARS
OF THE DATE OF APPROVAL SHOWN HEREON AND
CARR/ED FORTH /NAD/L/GENT MANNER, THE C/T Y
ENG/NEER MAY REQUIRE REVS/ONS TO THE PLANS
TO BR/NG THEM INTO CONFORMANCE WITH
N
CO DIT/ONS AND STANDA RDS /N EFFECT,
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Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
9302 PITTSBURGH AVENUE, SUITE 230
RANCHO CUCAMONGA, CA 91730
PHONE (909) 481-6322
. - �/
EXP. 6-10—_ 2
6 37rA�
I WENDEL L L. /'I =
CITY OF FON TA NA, CA L IFO RN/A
S TREE T PA RK WA Y /MPRO VEMEN T
DROWN BY.
Ty
TRA C T 16873, 16874, 16875
WQMP - . RAD/NG
Sr.4LE:
AS SHOWN
BASIS OF BEARINGSt
THE BRG. NO89.59'31'E
ALONG THE CL SUMMIT AVE
AS SHOWN ON TR. NO.
_
16427-1, M.B. 296/7-11.
DESIGNED BY
Ty
DATE:
JAN., 2011
CHECKED BY:
MB
APPR VED -BY___
� � �' ��
DRAWING NO.:
4897
11
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