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PROFILE SCALE:
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FOR REFERENCE HORIZ. - 1" = 40'
VERT. - 1" = 4'
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
STA. 10+00.00 OLEANDER AVE
STA. 276+20.80 JURUPA AVE
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AC PAVEMENT
- CONSTRUCT NEW
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- CONSTRUCT NEW
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- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
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H EON
?5A F-1
CITY OF FONTANA BENCHMARK NO.
"289" Dr,"ll eF
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE BEFORE
AND CATAWBA AVENUE. YOU DIG
E
DRIVEWAY STA. 18+82.49 DETAIL
SCALE: 1"=20'
LEVATION - 1032.22 TOLL FREE � 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE ENGR. I CITY DATE
J
D_ O_
16 16 23
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
STANDARDS IN EFFECT.
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SEE DETAIL
?5A F-1
CITY OF FONTANA BENCHMARK NO.
"289" Dr,"ll eF
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST DIAL
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE BEFORE
AND CATAWBA AVENUE. YOU DIG
E
DRIVEWAY STA. 18+82.49 DETAIL
SCALE: 1"=20'
LEVATION - 1032.22 TOLL FREE � 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
REVISION DESCRIPTION
DATE ENGR. I CITY DATE
J
D_ O_
16 16 23
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
STANDARDS IN EFFECT.
10"CF
9- U7.111
(a 1029.85TC
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45.34'23"
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31.82'
16.80'
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SCALE:1 "=40'
QROFES3,
D S�F2yc�
* I� R.C.E. NO. 56155 r
Exp. 12-31-18 Q
of C A\_\F
Prepared Under The Supervision Of
Thienes Engineering, Inc.
C114IL ENGINEERING • LAND SUR KEYING
CURVE TABLE
10
DELTA
O
LENGTH
Q.
V
A
1 O"CF M
(000N
1029.99TC o 0i
23.19'
1029.16FL o o
i
COWW
\ \
20.00'
23.19'
13.09'
12
I
40.00'
I �
W W
ZW
16.80'
NT
45.34'23"
:3
31.82'
16.80'
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0 20 40 80 120
SCALE:1 "=40'
QROFES3,
D S�F2yc�
* I� R.C.E. NO. 56155 r
Exp. 12-31-18 Q
of C A\_\F
Prepared Under The Supervision Of
Thienes Engineering, Inc.
C114IL ENGINEERING • LAND SUR KEYING
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
A
66.25'19"
20.00'
23.19'
13.09'
B
66.25'19"
20.00'
23.19'
13.09'
C
45'34'23"
40.00'
31.82'
16.80'
D
45.34'23"
40.00'
31.82'
16.80'
�ONSTRIJCTION NOTES:
3.J SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
23 PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
30 REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
a)REMOVE EXISTING CURB AND GUTTER
5 REMOVE EXISTING SIDEWALK
NEMOVE EXISTING AC BERM
7O UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
OREMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER
CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN)
9O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
11 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
12 CONSTRUCT 4" A.C. OVER 6" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN OLEANDER AVENUE (T.I.=6.5)
13 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN SANTA ANA AVENUE (T.I.=9.0)
14 CONSTRUCT 5-1/2" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN CYPRESS AVENUE (T.I.=9.0)
15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
(MODIFIED AS PER DETAILS ON SHEET 2).
16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
17 PROPOSED FIRE SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY).
18 PROPOSED FIRE D.D.C.A. TO BE INSTALLED (BY FONTANA WATER COMPANY).
19 PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
(a PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED BY FONTANA WATER COMPANY)
22 PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
23 PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
24 REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
25 REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS
26 REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
27 RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
28 ADJUST EXISTING MANHOLE TO GRADE
29 REMOVE EXISTING STAND PIPE
30 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
31 REMOVE EXISTING BLOCK WALL
32 REMOVE EXISTING FENCE
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%)
FOR NEW PAVEMENTIN JURUPA AVENUE
38 PROTECT IN PLACE EXISTING STREET LIGHT
39 GRIND AND OVERLAY EXISTING PAVEMENT. 5' WIDTH MIN.
40 RELOCATE EXISTING COMM. PULL BOX.
41 CONSTRUCT 6" CURB PER CITY OF FONTANA STD. PLAN 1000
42 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
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
WD/D# 8-36C382506 OAP 15-017
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
14349 F/RESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
DRAWN BY:SCALE:
OLEANDER AVENUE
PN.(714)521-4811 FAX(714)521-4173
G.P.
FROM STA. 10+86.62ECR TO STA. 20+00.00
AS SHOWN
DESIGNED BY:
DATE:
M
SOUTH WEST FONTANA LOGISTICS CENTER
S/W CORNER OF SANTA A AND CYPRESS AVE
G.P.19711
PARGUE MA
,I�
I(AQ2Date T (� (�
CHECKED BY:
M.R.
APPR BY•
DATE:REINHARD
CITY ENGINEER R.C.E. 51152
DRAWING NO.:
5708
n
IY7
STENZEL RCE NO. 56155