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51
PER SEPARATE PERMIT
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:` No T To SCALE
PROP. 4'
LINE
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
NOT TO SCALE
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
PARKWAY DRAIN
11.15
PL 6' HIGH WL PROP.
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THE
SECTION E -E
NOT TO SCALE 4 X 6"BOX PA RKWA Y DRAIN - TRACT 17460
L3
6' BLOCK WALL PER SEPARA 1F PERMIT R/W REOF. ' 4
LINE "E" PER SEPARATE DETENTION/INF/L TRAT/ON BASIN ALONG CYPRESS AVENUE
LOT 9 PERMIT CYPRESS AVENUE
53' 10' 12' NOT TO SCALE
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Ex. ,RiW ,��� 5' W. S. _ 1427.82 5� Lor A 3' CUT OFF
/PROP. R4 PAD -32.3
BENCH 100 YR 3:1 SLOPE BENCH
5" THICK PCC SPILLWAY 5 ' 6" DECORATIVE CONC.
COBBLESTONE
_ _ `�'`� ` F� 1424.5 BOT. OF N o '
W R %� ���ti `� �i ` DETENTION BASIN ...... y - -
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@ 12. 0 0
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CURVE TABLE
CURVE DELTA RAD/US LENGTH TANGENT
C1 12026'09" 35.00 7.60 3.80
C2 27004'15" 22.50 10.63 5.42
TOLL FREE -"qmmlw-1 -800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIP77ON
XEFCO RD D)eA W/NC
NOT TO SCALE ROCK R/P-RAP VWR
WITH CLASS 2 BACK/NG OV. PLAN
7' 20' 7'
TOP OF BERM TOP OF BERM
5" THICK P. C. C. SPILL WA Y
1428.5 FS SPILLWAY
WS,00 M& =1427.82 /\
i
\ DETENTION BASIN BOTTOM \
1424.5
SPILLWAY DETAIL \ / \�i �\
NOT TO SCALE
DETEN TION/INFIL TRA TION BASIN SECTIONS - TRACT 17460
PER ROUGH GRADING PLAN
LINE TABLE
SCALE IN FEET
0 40 80 120 160
LINE
BEARING
LENGTH
Ll
N 14'2225 "W
11.15
L2
N2604834 "W
14.14
L3
N2604834 "W
44.83
L4
N61010'42 "W
11.41
L5
N47'03'38 "W
6.88
L6
N74007'53"W
20.51
TOLL FREE -"qmmlw-1 -800-227-2600
A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIP77ON
XEFCO RD D)eA W/NC
NOT TO SCALE ROCK R/P-RAP VWR
WITH CLASS 2 BACK/NG OV. PLAN
7' 20' 7'
TOP OF BERM TOP OF BERM
5" THICK P. C. C. SPILL WA Y
1428.5 FS SPILLWAY
WS,00 M& =1427.82 /\
i
\ DETENTION BASIN BOTTOM \
1424.5
SPILLWAY DETAIL \ / \�i �\
NOT TO SCALE
DETEN TION/INFIL TRA TION BASIN SECTIONS - TRACT 17460
PER ROUGH GRADING PLAN
BENCH MARK: BASIS OF BEARINGS:
THE BENCHMARK /S AT SOUTHWEST CORNER THE BEARING OF N 89'5648" W ALONG
OF WALNUT & SIERRA AVENUES, 32 FEET ME CENIFRUNE OF BASELINE AVENUE
SOUTH OF WALNUT AVENUE, 42 FEET WEST
OF SIERRA AVENUE, DRIVE PIN /N AS SHOWN ON PM NO. 1588, P.M.B. 17/95,
ppp4411.3E 70-63 FACES /N7FRSEC7TON. WAS USED AS THE BASIS OF BEARINGS
ELEVA TION: # 1470.7550 FOR THIS MAP.
SCALE IN FEET
0 40 80 120 160
DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Pre ared Under The Supervision Of :
P P
CITY OF FON TA NA CA L IFO RN/A
Z
a
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
o�Io
��°PR �- /�q F
STORM DRAIN IMPROVEMENT PLANS
HEREON AND CARRIED FORTH /N A DILIGENT MANNER.,
2 MADOLE
-;0m 760-A S. ROCHESTER AVE.
NO. 36637 C X ONTARIO, CA 91761
DRAWN BY
TR CT NO SCALE:
CC LINE�D� FROM S16383 AND 1746® SCALTA. 10+00.00 TO 11 +91.42 AS SHOWN
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
IX 937.9151
909.93
Exp: 06-30-08 Engineering Communities for Life www.madoleinc.com
DESIGNED BY E FROM STA. 10+00.00 TO 10+80.89 DATE.
CC AND SECT/0� E &Ilf FOR PARKWAY DRAIN FEB. 2006
I
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
9TF
'\FDate
CHECKED BY: APP OVED B DRAWING NO.
to'
STANDARDS /N EFFECT.
FCAL
RCE 36637 EXP. 6- -
LP - 2 - 4
4093-
WENDELL L. /WA TSURU
C TY EN EER R.C.E. 51152 DA TE
J:\652-1942\storm\sd04.dwa. 9/14/2006 5:58:09 PM. Comeliz