HomeMy WebLinkAbout3066-2SHOULD CONSTRUCTION OF THIS SEGMENT OF
STORM DRAIN BE COMPLETED IN ADVANCE OF
DOWNSTREAM IMPROVEMENTS, ALL CATCH
BASINS SHALL BE PLUGGED BY A METHOD
APPROVED BY THE CITY ENGINEER.
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II z r- � O + �> B= 24
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U-1 + /
In� O'p�' / a ,� z i Q m_ C= 2.8' _ S(1�� I/%5/ON UFa 1 INSTALL 24" RCP ("D" LOAD PER PROFILE)
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r7 �i In P�lx�� _ �' ' ~ w ci �� x ®-- INSTALL 48 RCP (D LOAD PER PROFILE)
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9 r N �n w a?'' !--------- 12 �� W
t 12 N
U3 (D a o ���JE-
co 8O— CONSTRUCT; JUNCTION..-. STRUCTURE PER APWA STD PLAN 331-2
+ ++ ++ 0) Nr� --. -
I M 0 C;°; °�� n (SEE SHEET 6).`
f - FUT�JRE ST��ET I ' SEE SHEET NOB FOR LATERAL PROFILES.A 10 CONSTRUCT BRICK & MORTAR PLUG PER S.B.C.O. FCD
SEE SHEET NOI FOR LEGEND. STD. 176 A (SEE SHEET 4).
CASMALIA AVENUE RECORD DRAWNG n @ cr�rrT
12 CONSTRUCT CATCH BASIN PER APWA STD PLAN 300-2.
CURVE / LINE DATA TABLE
ITEM NO. DELTA/BEARING RADIUS LENGTH TANGENT
®
N 44'33'26" E
---
16.95'
---
BO
N 44'32'17" E
---
16.97'
---
BEARINGS FOR THIS PLAN.
1
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MY OF F NNTANNA, CSG° LFORMA
A 9c --
141-'21'110,1
- 00'
1 28'
S l 7'
C0107 -19,40 7-M �� c%�',���'fr L004/o�tJ -,6'LZV,471dw �DV'%2'
1,__R01W 7-/010 384-,94- 7-D 3
Q O REV. - . REVISION DESCRIPTION DATE I ENGR. CITY DATE
fR.ECC)Ra-QRAWiNG N(Z•�
�_NM NAAAAAAAAMMWA
TOLL FREE -qw� 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
COMMENCE WITHIN TWO YEARS OF THEAT OF APPROVAL
SHOD:''; 1 HEREON AND CARF:IFn FORTH lig: A MLMENT MANNER,
1NFR
THE =Y E\c;IUEEf
MAY REQUIRE REV0ONS TO THE PLANS TO
f=,F=;ING Tf-1Ff.i INTO CONFORMANCE 1FO{';I.' ,f Jt: F WITI-1 CONDITMNS\n
STANDARDS IN EFFECT.
BENCH MARK: # 615
BASIS OF BEARINGS:
/SIS//fLL 3U'i4?C'r'(''rJ"LU.�D a��p��E'Of/LTJ
RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89°30'06'E
OF SEC.
CON91a7 Ci Al1l/VH0LE P,,E5F4P,,41 PL,4M 922--/ _
OF CITRUS AVE. AND LOS
CEDROS ALONG THE NORTH LINE
,5'i3O,
AVE., IN POWER POLE NO. 9011E ON 30, T. 1 N., R. 5 W., S.B.M. PER R.S.
THE EAST SIDE OF CITRUS AVE. 58/5, WAS USED AS THE BASIS OF
ELEVATION. 1467.59
BEARINGS FOR THIS PLAN.
1
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MY OF F NNTANNA, CSG° LFORMA
Prepared Under The Supervision Of :
Qt ID,y
M4'
P
pGEPMEDD Old THE @Fmcm OF
s
NS
STORM D ° N 0[ PROVEME NT PLANS
F
A o oLEG^ o o O&M,% Em.
DRAWN SC/ATS/DJ
SIERRA AVENUE
SCALE. " — 40'
ij¢ No. 62183 �, 10601 CHURCH STREET , STE.107
* Expr 9-30-05 *
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
CAWA Q AVE 1100 ft. NORTH
DESIGNED BY:
DATE.
ATS
-TO -
FEB. 2003
'9Te CI VIS-
pFCAt.IE
1 D3
Date : •u'
CHECKED BY:
BY'
DRAWING NO.:
2
RC 62183 EXP. tea`
lO
!'�TLYE.GIREER
3066
6
R.C.E. 51152' DATE
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