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INSTALL 297.67 L.F. LO co INSTALL 345.34 L.F. INSTALL 354.63 L.F.
36" RCP - 1350D0 1�
36" RCP - 13501) 36" RCP - 1350D
PROFILE
HORIZ 1"= 401
VERT 1'= 41
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57+00 58+00 59+00 60+00 61+00 62+00 40' 63+00 54+00 55+00 66+00 67+00 68+00 0/00 ;r3ilo,-Fr IVAY:-170FII�
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77 AS—CA—L—E: —1 4-0 7
A= 45' A
B= 24"
C= 2.8'
D= 36" R/W
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®® Z*k> SHOULD CONSTRUCTION OF THIS SEGMENT OF /,c) 0 tr zut >
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CONSTRUCTION NOTES 0 Ld 0 Z STORM DRAM BE COMPLETED IN ADVANCE OF
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DOWNSTREAM IMPROVEMENTS, ALL CATCH (D cq
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0)0 20 'K� BASINS SHALL BE PLUGGED BY A METHOD c6 co r
-D" LOAD PER PROFILE) LO cl, 00 cs
RNARDONCI COUNTY
—INSTALL 24" RCP ( c6 c6 0 _x U)
(D '31 N APPROVED BY THE CITY ENGINEER.
r� 0 1711 �3 % \� % -:4- LO I- tx 0 LT00 "@10 @W&ffQ fW �WW Q4= FLOOD CONTROL 003TRICT
INSTALL 36" RCP (-D- LOAD PER PROFILE) N -x V) I 1A l"k 0 M 9 L"T ra 0 12 -
x (0, spocne 7.�w =87�c
X CN IN OR ww. ov I a7c
00
(D—CONSTRUCT MANHOLE PER APWA STD PLAN 320-1 (SEE SHEET 6). 0
�;' C14 C.L 9® @ � � " , +
++5 Q0
CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN 331-2 (SEE SHEET 6). P, co ��'.G1 � 04
+5. +
0) 0)
CONSTRUCT COLLAR PER APWA STD PLAN 380-2 (SEE SHEET 5). 0 00
Pi
12 CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-2 (SEE SHEET 5).
BENCH MARK: BASIS OF BEARINGS'
615 BRICK AND NORIA' PLUG STOC, S.T. MA
a— C0A15,rf,11e1- AYNA4,-�16J,-- 1,1, A r5�.'- rn -q n r�T i,\mn-,; r—;np— P, /A7rr=rPaH pp—n oll -Q LINE A RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06#E
ALONG THE NORTH LINE OF SEC
4- -�w) I Z-,�7 / j
/2 ,P el7-)- SrL2 OWrZ 50// SEE SHEET NO.1 FOR LEGEND.
e0A1,5'r/P41c7 1k0A11101- C Plpt-- Ta elry owe,,
CURVE / LINE DATA TABLE D
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
N 44°320300" E - 25.46' ---
B
-- AAANWWWWWWMAM
44'59'60 22.50' 17.67' 9.32' DIAL TWO WORKING
21°02'22" 16.52' 16.52' 33.36' BEFORE DAYS BEFORE
YOU DIG YOU DIG
21 °02'22" 16.52' 15.52' 3.36' TOLL FREE 1®800-227-2600
N, 44-32238' E - - - 13.65' - - - A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
F -
RE '-'44S wc�`
f, HAvE MEN INCOW�U ThE �J-JCU-400TS AS
A Rr---.SlJLT TNTERSOF.
Ur U11KU3 AVE,HAD LU,> kLJJKU3
AVE IN POWER POLE NO, 9011E ON
THE EAST SIDE OF CITRUS AVE,
ELEVATION: 14Z7.59
30, T, 1 N., R. 5 W., S.B.M. PER R.S.
58/5, WAS USED AS THE BASIS OF
BEARINGS FOR THIS PLAN.
REV.
REVISION DESCRIPTION
DATE
ENGR.
CIT)
DATE
SHOULD CONSTRUCT�ON OF THE REWRED WROVEMENTS NOT
10-t-f-rr COMMENCE �//WHW TWO YEARS OF THE DATE OF APPROVAL
SHW\1H HEREON AND CARRED FORTH �N A DELI *ENT MANNER,
THE WY EN0NEER MAY REWRE REMWNS TO THE PLANS TO
BRR0NG THEM INTO CONFORMANCE YATH COND=NS AND
STANDARDS W EFFECT.
E
I
`�)
W 2183
1 -30-05
Cl j\'
`,Or AtA
c
Prepared Under The Supervision Of
UH THE OFFOCE
PR°,F°
10MI CHURCH STREET, STE. 107
BICHO CUCAMONGA, CA 91730
PHONE (1809) 948-1311
e Dat
STORM DRAM IMPROVEMENT PLANS
RECORD DRAWING •EPARED
5'/F/,?b?,0Pf-
DRAM BY:
SC/ATS/DJ
VERRA AVEME 1500 roT.
FROM500FTJO
INIC CU415HOUSE OR
SCALE
1 =40'
z4'
DESIGNED BY:
ATS
DATE:
FEB. 2003
CHECKED BY-
A
�y �'- 6 2 6�' /0-06
DRANNG NO.:
'4
04
Q-01 as EXP. "0--,05
CITY ENGINEER R.C.E. 51152 DATE
J:\661-1404\storm\sd4.dwa. Plot. 02/15/2003 02:10:50 PM. fs