HomeMy WebLinkAbout5426-2—SD
.. .
0 20 40 80 120
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SCALE:1 "=40'
1'
Oct .�..
STORM DRAIN CURVE DATA
INDEX
DELTA
RADIUS
TANGENT
LENGTH
0
45.00'00'
22.50'
9.32'
17.67'
TOLL FREE -qftm1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
0-_-__o CtTRU
EXISTING 60 RCP
PER CITY, PIAN 2832 STA 9+96.46_CONNE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
REV. REMSIaNDESCRIPTION DATE ENGR. an DATE STANDARDS IN EFFECT.DESCRIPTION
�OFESS/0�{r
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* R.C.E. N0. 56155
4p Exp. 12-31-16 Q
Cl V IV
of C N \'
SE- _-
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CML ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD
LA MIRALK CAUFORN14 90638
PH(714)521-4811 FAX(714)521-417.1
v 1�i�C Date :�'4l!
REINHARD STENZEL RCE NO. 56155
O CONSTRUCT 24' R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
O CONSTRUCT 36' R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
5O CONSTRUCT 42' R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD 3022.
O CONSTRUCT TRANSITION STRUCTURE PER CITY OF FONTANA STD 3010.
9O CONSTRUCTION MONOLITHIC CATCH BASIN CONNECTION CITY OF FONTANA STD 3005.
10 CONSTRUdON CATCH BASIN PER CITY OF FONTANA STD 3004, V AND W PER PLAN,
WITH LOCAL DEPRESSION PER STD 3003. CASE PER PLAN.
11 REMOVE EXISTING CATCH BASIN.
12 ABANDON EXISTING 24' STORM DRAIN IN PLACE. INSTALL PIPE CLOSURE PER S.B.C.F.C.D.
STD S.P. 176A.
P
N
S
fA
INS/D# 8 360374407 DR
13-018
N
CITY OF FONTANA, CALIFORNIA
0
STORM DRAIN IMPROVEMENT PLAN
DRAWN BY:
CITRUS AVENUE
0
AS WNN
KF
P.M. 19513
�p
DESS-NED BY:
DAA:
KF
ONNECTIONS , AND LATERAL M
10/08/2015
h
CHECKED BY:
App gy
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DRAWING NO.:
2
r
DATE
5.26
3
30
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