HomeMy WebLinkAbout5708-101040
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AC PAVEMENT
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ASPHALT PAVEMENT
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IMPROVEMENTS
SEE DETAIL SHEET
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IMPROVEMENTS
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SCALE: 1"=20'
CITY OF FONTANA BENCHMARK NO.
"289"
FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF
POWERPOLE NUMBER 61319 AT THE NORTHEAST
CORNER OF THE INTERSECTION OF SANTA ANA AVENUE
AND CATAWBA AVENUE.
ELEVATION = 1032.22'
DRIVEWAY STA. 25+35.63 DETAIL
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
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CURVE TABLE
CURVE I�
DELTA
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LENGTH
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20.00'
23.19'
13.09'
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_ DRIVEWAY STA. 14+98.42 DETAIL
�-� SCALE: 1 "=20'
CONSTRUCTION NOTES
O1 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
2 PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
O3 REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
4 REMOVE EXISTING CURB AND GUTTER
5 REMOVE EXISTING SIDEWALK
6 REMOVE EXISTING AC BERM
7O UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
REMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER
26+00 27+00 O CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN)
O 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)
-- - - O 10 - -- - - - - 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
26 ?..ZCcmc
23 16 (MODIFIED AS PER DETAILS ON SHEET 2).
m �� N-' a r- m Q 16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
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ADJUST EXISTING MANHOLE TO GRADE
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REMOVE EXISTING FENCE
4
33
REMOVE EXISTING STRUCTURE
34
REMOVE EXISTING STORM DRAIN STRUCTURE - SEE STORM DRAIN PLANS
35
REMOVE EXISTING WATER FACILITIES BY OTHERS
0.6%
36
REMOVE EXISTING DRIVEWAY
34.2
&5%
37
74T
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FOR NEW PAVEMENTIN JURUPA AVENUE
1033.58FL C
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ADJUST TO GRADE EXISTING WATER VALVE
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REMOVE EXISTING TREES, LANDSCAPING AND UNDERGROUND EXISTING IRRIGATION SYSTEM
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TO CONTINUE BEYOND THE LIMITS OF PROPOSED MEDIAN IMPROVEMENTS.
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�-� SCALE: 1 "=20'
CONSTRUCTION NOTES
O1 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
2 PROPOSED TRAFFIC SIGNAL - SEE SIGNAL PLANS
O3 REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
4 REMOVE EXISTING CURB AND GUTTER
5 REMOVE EXISTING SIDEWALK
6 REMOVE EXISTING AC BERM
7O UNDERGROUND EXISTING POWER POLE BY OTHERS (FOR REFERENCE)
REMOVE & RECONSTRUCT EXISTING RESIDENTIAL DRIVEWAY PER
26+00 27+00 O CITY OF FONTANA STD. PLAN 1002. (WIDTH PER PLAN)
O 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)
-- - - O 10 - -- - - - - 15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
26 ?..ZCcmc
23 16 (MODIFIED AS PER DETAILS ON SHEET 2).
m �� N-' a r- m Q 16 CONSTRUCT PARKWAY PLANTER BOX DETAIL PER DETAIL ON SHEET 2.
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 ENGR. CITY DATE STANDARDS IN EFFECT.
WD/O# 8-36C382506 DRP 15-017
Q�OFESS/pN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA cn
lhienes En ineerin Inc. M
C/SIL ENGINEERING -LAND SVR�'>7Nc STREET IMPROVEMENT PLAN W
^ 14349 FIRESTONE BOULEVARD DRAWN BY: CYPRESS AVENUE SCALE: fY
l t" LA MIRADA, CALIFORNIA 90638 v�
* R.C.E. NO. 56155 * PH.(714)521-4811 FAX(714)521-417.1 G.P. FROM STA. 18+00.00. TO JURUPA AVENUE AS SHOWN 0
DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
cf'9 Exp. 12-31-18 G.P.
P /W CORNER OF SANTA ANA AND CYPRESS AVE '0)
. .ALAP NO, 19711
�
�F C1V1� O� Date �� �� CHECKED BY: gY; DRAWING NO.: 1 g0
OF C AL\� EINHARD STENZEL RCE NO. 56155 DATE: ci-Zlo • l� 5708 �,
M.R. CITY EN (NEER R.C.E. 51152 7 J o
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17
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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'X 32 N
29 3 ;
;
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+
19
PROPOSED FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
MM
W
20
PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
�"
22
23
PROPOSED CATCH BASIN - SEE STORM DRAIN PLANS
PROPOSED STREET LIGHT - SEE STREET LIGHT PLANS
46 �
14
03 W
17+00
18
24
REMOVE OR RELOCATE EXISTING STREET LIGHT - SEE STREET LIGHT PLANS
1 N
25
REMOVE OR RELOCATE EXISTING CATCH BASIN - SEE STORM DRAIN PLANS
W
26
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
39
Z W
27
RELOCATE EXISTING WATER METER (BY FONTANA WATER COMPANY)
J W
28
ADJUST EXISTING MANHOLE TO GRADE
o
I
29
REMOVE EXISTING STAND PIPE
04
U
30
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
^N
31
REMOVE EXISTING BLOCK WALL
X
Q
32
REMOVE EXISTING FENCE
28
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
0 20 40
80
120 46
CONTRACTOR TO CONTACT SAN GABRIEL VALLEY WATER COMPANY IN REGARD
TO EXISTING CONCRETE WATER LINES AND CONFLICTS WITH ROAD IMPROVEMENTS
SCALE: 1 "=40'
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 ENGR. CITY DATE STANDARDS IN EFFECT.
WD/O# 8-36C382506 DRP 15-017
Q�OFESS/pN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA cn
lhienes En ineerin Inc. M
C/SIL ENGINEERING -LAND SVR�'>7Nc STREET IMPROVEMENT PLAN W
^ 14349 FIRESTONE BOULEVARD DRAWN BY: CYPRESS AVENUE SCALE: fY
l t" LA MIRADA, CALIFORNIA 90638 v�
* R.C.E. NO. 56155 * PH.(714)521-4811 FAX(714)521-417.1 G.P. FROM STA. 18+00.00. TO JURUPA AVENUE AS SHOWN 0
DESIGNED BY: SOUTH WEST FONTANA LOGISTICS CENTER DATE:
cf'9 Exp. 12-31-18 G.P.
P /W CORNER OF SANTA ANA AND CYPRESS AVE '0)
. .ALAP NO, 19711
�
�F C1V1� O� Date �� �� CHECKED BY: gY; DRAWING NO.: 1 g0
OF C AL\� EINHARD STENZEL RCE NO. 56155 DATE: ci-Zlo • l� 5708 �,
M.R. CITY EN (NEER R.C.E. 51152 7 J o