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I I I I I I I I I I I I I I I �F 121' STORM I DRAINI 11 II 1 1 1 1 11 1 1 1 1 1 1 1 1 11 1 1 1 1 ?fit L� I YKm pIlfA111V11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
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STORM DRAIN CONSTRUCTION NOTES:
O1 CONSTRUCT 12" REINFORCED CONCRETE PIPE (RCP), SEE PROFILE FOR D -LOAD.
CONSTRUCT TRENCH REPAIR PER CITY OF FONTANA STD. PLAN NO. 1008.
O4 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION, AS NOTED, PER CITY OF FONTANA
STD. PLAN NO.IS 3003, CASE C. AND 3004.
O9 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY OF FONTANA STD. PLAN NO. 3013.
12 CONSTRUCT SINGLE GRATE CURBSIDE GRATING CATCH BASIN, V AS SHOWN, PER STD.
PLANS FOR PUBLIC WORKS CONSTRUCTION, STD. DETAIL NO. 303-2.
16 CONSTRUCT 2 -SACK CEMENT SLURRY BACKFILL TO BOTTOM OF PROPOSED AC SURFACE.
Underground Service Alert TKE ENGINEERING, INC. SHOULD CONSTRUCTION OF THE
SECTION 4216/4217 OF THE GOVERNMENT ���� 2305 CHICAGO AVENUE REQUIRED IMPROVEMENTS NOT
CODE REQUIRES A DIG ALERT IDENTIFICATION �ey M RFti � RIVERSIDE, Ca 92507 STORM DRAIN IMPROVEMENT PLANS COMMENCE WITHIN TWO YEARS OF THE
NUMBER BE ISSUED BEFORE A PERMIT TO �,� y�, � DATE OF APPROVAL SHOWN HEREON ow►wN BY:
AND CARRIED FORTH IN A DILIGENT
(951) 680-0440 A�
EXCAVATE WILL BE VALID � ~ No.89984 p ERING FAX (951) 680-0490 CAMPUS PARKING LOT PROJECT MANNER, THE CIN ENGINEER MAY o�p�n BY:FOR YOUR DIG ALERT I.D. NUMBER CALL �•9-�-�Z
UNDERGROUND SERVICE ALERT y cl v 1� �r o_�, �p REQUIRE REVISIONS TO THE PLANS TO TMIt
TOLL FREE 1-800-227-2600 �` °j` ���TERRY RENNER R.C.E. No. 69984 BRING THEM INTO CONFORMANCE WITH qfq�
TWO WORKING DAYS BEFORE YOU DIGEXPIRES:9-30-12 CONDITIONS AND STANDARDS IN EFFECT. TNIR
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
KE JOB #: 101-49
HORZ: 1" = 40'
VERT- 1" = 4'
GRAPHIC SCALE
40 0 20 40 80
160
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
PA\IDI IC DADIlIAII`_ 1 /1T I11DDM/C\ICAITC S
STORM 7IN PLAN PROFILE AS SHOWN
DAM
OCT. 2010
BY: DACE: WAMIG NO.: 4
�d • Zev • /D
4850 5
CURVE/LINE
TABLE
#�
DELTA/BEARING
RADIUS
LENGTH
TANGENT
1
N90'00'00"E
--
3.00'
--
2
45'00900"
22.50'
17.67'
9.32'
3
45'00'00"
22.50'
17.67'
9.32'
4
N90000900"E
--
225.03'
--
5
89'44'00"
22.50'
35.24'
22.40'
6
S00'16'00"E
--
94.52'
--
GRAPHIC SCALE
40 0 20 40 80
160
(IN FEET)
1 INCH = 40 FEET
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
PA\IDI IC DADIlIAII`_ 1 /1T I11DDM/C\ICAITC S
STORM 7IN PLAN PROFILE AS SHOWN
DAM
OCT. 2010
BY: DACE: WAMIG NO.: 4
�d • Zev • /D
4850 5