HomeMy WebLinkAbout4314-70 (2)@--J�-m
STA. 2+55.36 BEGIN 24" RCP LATERAL H7
LEGEND D 72" RCP \ AVE STA. I +73. 13
LATERAL H5
EXISTING STORM DRAIN PIPE j r " END 24" RCP LATERAL H7
- - PROPOSED STORM DRAIN PIPE 80 ST. STA. 1 1 +33. 50, 42.00' LT (POPLAR AVE)
2+39. 48 LATERAL H5 ST. STA. 1 1 +23. 1 5 (� CB (POPLAR AVE) 85
EXISTING CATCH BASIN = 1+00.00 LATERAL H7
j v' I W=28.0' V=3. 6' , TC=993. 65
T + PAVE. ,' 7 I PP "4089199E 12KV
O PROPOSED CATCH BASIN 85 S I I 06. 29 CB (POPLAR A E•) l ,
W=28. 0' V= I . 7' , TC=992. 53 i - ST. 233+97. 70 7 0' LT (JURUPA) f (SBC(SCE(ERMINA E
�.--'�`' -� - ' 80 / (SBC TERMINATES)
ST. STA. 227+88.53 (L CB (JURUPA AVE) 85 LATERAL H9 I I =ST. 10+06.75, 16.75' LT (POPLAR) l
W=28' V=10.3' PP iC 75 j I I =STA. 1 +25. 34 � INT LATERAL H8
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ST. STA. 227+91.42, 36.00/ RT INT (JURUPA AVE) G-' ' I ' �`��W-E �'° - ` �RIM=9 2.
1=r t m 99 i. 9 5 E I M=992. 3 7
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=STA. 1+00.00 � INT LAT H4 82 I f 24.. PIPE L`W 36" PIPE: (E) -
BEG I N 24" RCP LATERAL H4 �; t2KV u/c 2-3b„ PIPES (W) -
(sc )
/1 /'\ \ 1 e% T P'1 1 1 /Y T 1 r\ \ 1 \ 1 0-% T r /1
71
CONSTRUCT
24" RCP (D -LOAD)
PER
PROFILE
86
CONSTRUCT
36" RCP (D -LOAD) PER PROFILE
75
CONSTRUCT
72" RCP (D -LOAD)
PER
PROFILE
87
CONSTRUCT
CONCRETE BULKHEAD
80
CONSTRUCT
MANHOLE PER
SPPWC STD.
NO. 321-1
88
REMOVE EXISTING BULKHEAD AND JOIN PIPE
82
INSTALL PIPE
TO PIPE
JUNCTION
STRUCTURE
98
CONSTRUCT
TRANSITION STRUCTURE PER SPPWC STD. PLAN NO. 340-1
PER SPPWC
STD. N0. 332-
I
102
CONSTRUCT
1'x4' RCB PER CALTRANS STANDARD
O85
CONSTRUCT
CURB INLET
STRUCTURE
PER
CITY OF FONTANA STD.
PLAN NO.
3004
HDR ENGINEERING, INC
2280 MARKET STREET, SUITE 100
RIVERSIDE, CA. 92501
(951) 320-7300
\\ora-filsrv01 \u stn pro j\200093\003\pro ject-drawings\drainage\200093i16. dqn
TOLL FREE 'Em"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/12/2007
REV. I REVISION DESCRIPTION
R6COkD DkAwIN&
2:51:43 PM DFLTUSER
144" MW
(WATER)
CURVE DATA
No.
A
R
L
T
OA
89° 59'5611
22. 50'
35. 34'
22.50/
DATE I ENGR. I CITY I DATE
■
POPLAR
AVE
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 CONDITIONS
AND STANDARDS IN EFFECT.
A, RECOkO ORANnNG
SCALE IN FEET
0 40 80 120
Prepared Under The Supery i s l on Of : CITY OF F O N TA N A, CALIFORNIA
Q,OFEss JURUPA AVENUE STREET IMPROVEMENTS
N WILLIAM oUNGZ DRAWN BY: SCALE:
No. 5715 A MM DRAINAGE & UTILITY PLAN I "=40'
Exp.9-30-09 DESIGNED BY: BJS STA 226+40 TO STA 238+40 D12
CIVI/5/2007
sT L �.p
qJf
OF C A\ -F CHECKED BY. APPROVED B • 41,-7
, 1 - DRAWING NO.: 70
Date. 12/5/07 WF Y F -JZ .%t,c�o ' 9 6/� 4 3 ( 4
CITY ENGINEER R.C.E. 51152 DATE: 247