HomeMy WebLinkAbout4505-2A..FJV,- 0-2,3`7-191-09
o*
PROPOSED 17" WATER
O BY FON TANA WATER
IsI oo EX. R/W
l
159,98 JURUPA AVENUE
A.FJV,- D_a:17- 19 1-- -,
N
STA. 4+68.74 - CONTINUA TION
• PER ONSITE /MPR0VEMENT PLANS
0
STA. 4+60.90 EC PROP. CURB & GUTTER
F I "
WI I I -. A
W
248 - 249 EX. 2" W 250 EX. 10-A W. - r� 251
' N N
Lu 2 t< o EX. 33" S—/
EX. 10" W
Z EXIST. 2" WA TER TO BE W
D -7117 -ACE UNM
ABANDONED BY WA TER DISTRICT
EX. DBL. 8'x4' RCB EX. R/W
I ,
i
TOLL FREE -qqmmp"" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
v
252N 8970'56" E 253
-i A— PROP. MED/AN CURB
�k JU/gUPA AVENUE
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
QRpF E S SIpNq<
�o
R.
Z
CD o �w m
w� N o. 41829 m
* Exp. 3/31 /10
cI V I\ -
OF,
\-of A�ZF pia
c
254 — +-
E3&E]2
PLANNING ENGINEERING SURVEYING
CONSTRUCT/ON NOTES:
O1 INSTALL 36" RCP (2000D) STORM DRAIN
O2 CONSTRUCT BLANKET PROTECAON PER APWA S7TJ. DWG. NO. 225-1 (SEE DETAIL ON SHEET 3)
O3 CONSTRUCT MANHOLE PER APWA S7U. DWG. NO. 322-1 (SEE DETAIL ON SHEET 3)
O4
INSTALL 24" RCP (2000D) STORM DRAIN
O5 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 3004
Ull
1035 Milliken Avenue, Suite E
CURVE DATA
O
DEL TA
RADIUS
LENGTH
TANGENT
1
4471002"
22.50'
17.35'
9.13'
2
8973'14"
22.50'
35.04'
22.20'
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A..FJV,- 0-2,3`7-191-09
o*
PROPOSED 17" WATER
O BY FON TANA WATER
IsI oo EX. R/W
l
159,98 JURUPA AVENUE
A.FJV,- D_a:17- 19 1-- -,
N
STA. 4+68.74 - CONTINUA TION
• PER ONSITE /MPR0VEMENT PLANS
0
STA. 4+60.90 EC PROP. CURB & GUTTER
F I "
WI I I -. A
W
248 - 249 EX. 2" W 250 EX. 10-A W. - r� 251
' N N
Lu 2 t< o EX. 33" S—/
EX. 10" W
Z EXIST. 2" WA TER TO BE W
D -7117 -ACE UNM
ABANDONED BY WA TER DISTRICT
EX. DBL. 8'x4' RCB EX. R/W
I ,
i
TOLL FREE -qqmmp"" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
v
252N 8970'56" E 253
-i A— PROP. MED/AN CURB
�k JU/gUPA AVENUE
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
QRpF E S SIpNq<
�o
R.
Z
CD o �w m
w� N o. 41829 m
* Exp. 3/31 /10
cI V I\ -
OF,
\-of A�ZF pia
c
254 — +-
E3&E]2
PLANNING ENGINEERING SURVEYING
CONSTRUCT/ON NOTES:
O1 INSTALL 36" RCP (2000D) STORM DRAIN
O2 CONSTRUCT BLANKET PROTECAON PER APWA S7TJ. DWG. NO. 225-1 (SEE DETAIL ON SHEET 3)
O3 CONSTRUCT MANHOLE PER APWA S7U. DWG. NO. 322-1 (SEE DETAIL ON SHEET 3)
O4
INSTALL 24" RCP (2000D) STORM DRAIN
O5 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. DETAIL 3004
Ull
1035 Milliken Avenue, Suite E
CURVE DATA
O
DEL TA
RADIUS
LENGTH
TANGENT
1
4471002"
22.50'
17.35'
9.13'
2
8973'14"
22.50'
35.04'
22.20'
NOTES.•
1. FOR CURVED ALIGNMENT, USE 4 FOOT PIPE LENGTHS N-
A
AND BEVELED ENDS TO ACHIEVE FLUSH JOINTS 1
2. ALL JOINTS TO BE WA TER 7IGHT. m W
Ontario, CA 91761
P: 909 635-0335
F: 909 635-0365
www.sboinc.com DRAWN BY.
DLW
DESIGNED BY.
DLW
(D . Z.3 • g CHECKED BY:
DON BROOKS, R. C.E. 41829 EXP. 3/31/10 DRB NVI
GRAPHIC SCALE
0 20 40 80 160 p
0
0
N
( IN FEET) o
1 inch = 40 ft.
3
O
O
CITY oF FowANA cAuFomm
N
STORM DRAIN IMPROVEMENT PLAN
15996 JURUPA AVENUE SCALE. AS NOTED
DRW7m0M7 DATE: 11-30-07
APP ED B • DRAWING NO.: 2
DATE 4505 3 0
CIlY ENGINEER R.C.E. 51152