HomeMy WebLinkAbout4314-56LEGEND
-------- EXISTING STORM DRAIN PIPE ST. 62+61.62, 37.00' RT I� INT (JURUPA AVE)
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=ST. 9+60.00, 29.58' LT (� INT (PACIFIC AVE) 81 „ ,
PROPOSED STORM DRAIN PIPE \` :
=STA. 1+00.00 INT LAT Al & A2 = ' `, i 12Kb U/G 12O SNA
-.-
(SCE)
EXISTING CATCH BASIN
;, 72" RCP -
O PROPOSED CATCH BASIN__----
__ ---_ - `
U/G TEi EriRIE- :_--- -- t - ` --------------
SENT " S W � �., SEW �t MH`.
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_ _ - Q
IJV 888. 6� 1 NV 89� R 1 PA 90 � ry _
4€� ` WL°, 8 F_ W I TH 8 E -W i?KV J/f� _ - -W -� -
E STUB TO 1 -1R _ _
i 122
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--_
SEWER Mk R 1 m=9ao. I t �-._-----
:R4 1 NV -869. { -,-- �/ - S' ` - _s_-- ---------------------------___ �►
I NV=895. 3 62'' ,E -We � � ...CO Lu
-
,_ _ --- 68 69 _______ _ _
LU
12KV U/G
____ 2KV U/G
- - (SCE) I2KV U/G-- ate- 1---.� , — 6 w.,.. i
l�LU Ca
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SD MANHOLE e
(SCE) i
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------------ ------ -- -- - --- CP -24 R- -� _-� -_. 66
00
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:- . _ - ~ ; � ti i _ TELEPHONE U/G —
�- — .,,I„ S- _-_.._.c_ � �_,..-_ _- _ (FONTANA
6 ,
� °' EP
9 _- - 12KV 1G _ _ 12KV U/G
'SAT R'
----_------- C _ =, E)
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�61
_�_ - 70 �
...,, 6 N 81 � _�
40
G - -G _ _G
TA. 2+01.37
- '?Kv';`� i D ST. 63+70.68, 43.36' RT CB (JURUPAAVE)
g 5
REMOVAL NOTES
[40] REMOVE EXISTING PAVEMENT
CONSTRUCTION NOTES
O CONSTRUCT 6 1/2" AC OVER 4" CMB
70 CONSTRUCT 18" RCP (D -LOAD) PER PROFILE
81 CONSTRUCT MANHOLE PER SPPWC STD. NO. 321-1
85 CONSTRUCT CURB 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 \ustnpro i\200093\003\pro ject-drawings\drainage\200093iO2.dgn
STA. 1 +37. 83
85 ST. 62+ 1 6. 73, 43. 19' RT � CB ( JURUPAA E
.J W= 28' , V=4'
TC= 899.83
ST. 62+27.71, 40.21 RT (JURUPA AVE)
END 18" RCP
LATERAL Al
_cam. .............
TOLL FREE -qmmi 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
12/11/2007
+30. 39 EC
STA. I +
STA. 1+0 1 . 44
BEGIN 18" RCP
LATERAL Al
REV. REVISION DESCRIPTION
6:52:51 PM DFLTUSER
DATE I ENGR. I CITY I DATE
W=28, V=4
TC=900. 91
STA. 2+01 . 37
ST. 63+56. 61
END 18" RCP
LATERAL A2
� STA. 1+90.74 EC
STA. 1+79.30 PRC
STA. 1+20.50 PRC
STA. 1 +08.1 1 BC
STA. 1+01.44
BEGIN 18" RCP
LATERAL A2
40. 1 9 RT (JURUPA AVE)
CURVE DATA
No.
A
R
L
T
AO
560 22' 13
22. 50'
22. 14'
12. 06'
OB
3 10 33' 27"
22. 50'
12. 39'
6.361
C
290 08' 08"
22. 50'
1 1.44'
5.85/
Q
2° 44' 05''
1 232. 00'
S8. 80'
29. 4 I '
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.
f-��
Prepared Under //The Supervision Of
„n4C
WILLIAM OUNG z
�, 5715cc
A
� gyp,
STgTF CIVIL
Eo��s
�F CAL
Date :12/5/07
LEGEND
SAWCUT AND REMOVE A.C. PAVEMENT
0
REPLACE A.C. PAVEMENT AND BASE
SCALE IN FEET
0 40 80 120
CITY OF FONTANA, CALIFORNIA
JURUPA AVENUE STREET IMPROVEMENTS
DRAWN BY: SCALE:
MM DRAINAGE & UTILITY PLAN 111=40/
DESIGNED BY: DATE:
BJS STA 57+50 TO STA 70+00 12/5/2007
CHECKED BY: APPROVED BY: DRAWING NO.: Y24
W F Y t- r/l.�i`.�( 3 26 `67 4 3 1 4
CITY ENGINEER R.C.E. 51152 DATE: