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DR[ EWAY STA. 29+24.56 DETAIL
SCALE: 1"=20' SCALE: 1"=20'
BENCH MARK: Q O
CITY OF FONTANA BENCHMARK NO.
"289"
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POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL
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"289"
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7O UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
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RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
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ADJUST EXISTING MANHOLE TO GRADE
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CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
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REMOVE EXISTING STAND PIPE
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CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
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CITY ENGINEER R.C.E. 51152
16
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FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
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CONSTRUCT PARKW L
11
R17
PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
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18
PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
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PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
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21
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IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
=0.5 -
1045.-317(
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M 1044.64F1
22
PROPOSED
CATCH BASIN SEE STORM DRAIN PLANS
_ -- Y
RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
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23
PROPOSED
STREET LIGHT - SEE STREET LIGHT PLANS
ADJUST EXISTING MANHOLE TO GRADE
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35.00'
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DRIVEWAY STA. 30+74.56 DETAIL
CURVE TABLE
CURVE #
Uj
RADIUS
24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
TANGENT
M
W
35.00'
25
REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS
N
48'55'04=
35.00'
z26
15.92'
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
48'55'04"
35.00'
=
15.92'
27
RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
35.00'
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28
ADJUST EXISTING MANHOLE TO GRADE
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29
REMOVE EXISTING STAND PIPE
Date :� �10 (�
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Qv♦
30
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
APP
DRAWING NO.:
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31
REMOVE EXISTING BLOCK WALL
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DATE: / . g
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REMOVE EXISTING FENCE
REINHARD STENZEL RCE N0. 56155
M.R.
CITY ENGINEER R.C.E. 51152
5708
33
REMOVE EXISTING STRUCTURE
34
REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS
35
REMOVE EXISTING WATER FACILITIES BY OTHERS
36
REMOVE EXISTING DRIVEWAY
37
CONSTRUCT 6.5" MIN. A.C. OVER 8" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
M
48'55'04'
35.00'
29.88'
15.92'
N
48'55'04=
35.00'
29.88'
15.92'
0
48'55'04"
35.00'
29.88'
15.92'
P
r48-55'04*
35.00'
29.88'
15.92'
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
REVISION DESCRIPTION DATE 1 ENGR. CITY DATE STANDARDS IN EFFECT.
FOR NEW PAVEMENT IN JURUPA AVENUE
141
PROTECT IN PLACE EXISTING STREET LIGHT
GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
RELOCATE EXISTING COMM. PULL BOX.
CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000
ADJUST TO GRADE EXISTING WATER VALVE
43 REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM
TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS.
44 PROTECT IN PLACE EXISTING MANHOLE COVER
0 20 40 80 120 45 REMOVE EXISTING MEDIAN CURB
46 CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
SCALE:1 "=40'
WDID# 8-36C382506 DRP 15-017
QROFESS0
Prepared Under The Supervision of
CITY OF FONTANA, CALIFORNIA
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STREET IMPROVEMENT PLAN
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DRAWN BY:
CYPRESS AVENUE
SCALE:
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14349 FIRESTONE BOULEVARD
LA M/RADA, CALIFORNIA 90638
f5
ylr R.C.E. NO. 56155
PH.(714)521-4811 FAX(714)521-4173
G.P.
FROM SANTA ANA AVE. TO STA. 27+00.00
AS SHOWN
0
DESIGNED BY:
DATE:
`P Exp. 12-31-18 Q
SOUTH WEST FONTANA LOGISTICS CENTER
W CORNER OF SANTA ANA AND CYPRESS AVE
° i
F C/V1�./��
Date :� �10 (�
G.P.
P
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CHECKED BY:
APP
DRAWING NO.:
Fo
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DATE: / . g
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REINHARD STENZEL RCE N0. 56155
M.R.
CITY ENGINEER R.C.E. 51152
5708
7
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