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1030 1030 1040-1 1 GRADE
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PROPOSED GRADE STA. 10+
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GRADE STA. 10+12.74
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S=0.4560
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STA. 10+09.00
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S=0.6318
PIPE
STA. 10+12,73* ANCHOR`-\\\,,
0— EX 2" GAS 7— BRICK &
'MORTAR SEAL
102 1020 1030 1030
S=0.4242
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SID LINE "A* BRICK &
BRICK &
S=0.0050
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F- LLJ C> CONST. 34.10 L.F.
1 4 m M co I
C) > C3 -�IUCC'4 �__:z 36" RCP D-1750
UJ
ZE3 m Ln LLJ!-�?
V)lm - - ___ - - - 53 L.F. 1 -
c m_ �_' I 4:K Cq ro LU
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CONST. 32.11 L.F.
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36" RCP D-1750 18" RCP D-2250
S
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rill,
cn-c, 18" RCP D-2250
V) m_
PROFILE SCALE
CONST. 17.67 LF. 54* RCP -4—
+ LAT 91A-299 LAT 99A-391 LAT 99A— 5 LAT 99A— 6 9 HORIZ. - 1" = 4
D-1350
I 1 4—
VERT. - 1 " = 4'
LAT "A— 199 1 1 1 1
10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00
---t
STA.
EX
(1 04�
1040-.
1030
SD
1L
PIPE
ANCH
�TYP3R
P3R
------- ;SM:'CONST. 31.77 L.F.
EX. 18" RCP CONST. 7.61 L.E/ /
PROFILE SCALE:
18" RCP (D-1250
99 1 HORIZ. - 1 40'
LAT 99A-7 LAT 9'B-111 LAT B-2 LAT r K3 VERT. - 1 4'
10+00 11+00 10+00 11+00 10+00 11+00 10+00 11+00 WDID# 8 36C374407 DR 13-018
I Prepared Under The Supervision Of
ta D SHOULD CONSTRUCTION OF THE REQUIRED �gol`L_SS 'l/ ITY OF FONTANA, CALIFORNIA
IMPROVEMENTS NOT COMMENCE WITHIN TWO LV D Thlenes Englneering, 117c. STORM DRAIN IMPROVEMENT PLAN
C1WL ENGINEERING -LAND SURVEnNG
14J49 FIRESTONE BOULEVARD
YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAVN BY: SCALE:
AANNAAAAWA&N� OLEANDER AVENUE &
D 2
AND CARRIED FORTH IN A DILIGENT MANNER, THE R.C.E. NO. 561 5 PH.(174)521-4811 FAX(714)521-417J mc AS SHOWN
DIAL TWO WORKING Exp. 12-31-18 -;;i� DESIGNED BY- SANTA ANA AVENUE DATE:
BEFORE )DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE
YOU DIG (0,� YOU DIG cl V BW LAT.KRAL PROFILES
TOLL FREE 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH A- SWD a t e CHECKED BY: APgVE BY DRAWNG NO.:
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. OF c N DATE:
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EINHARD STENAL RCE NO. 56155 MR 'CITY ENGINEER R.C.E. 51152 5709 Ix
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