HomeMy WebLinkAbout5522-5C
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77.72' ON CURVE
CURVE /
29.88'
29.88'
O.C.
38.12'
TANGENT
28.38'
O.C.
50.00'
O.C.
50.46'
O.C.
24.14'
90.00'
9.76'
4.88'
24.14'
612'46"
90.00'
19.43'
30.91'
D
83'48'54'
20.00'
29.26'
17.95'
C
9031'20"
5.00'
7.90'
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19.43'
15.92'
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15.92'
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77.72'
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4855'04'
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29.88'
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48'55'04"
35.00'
NM
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78'27'47'
15.00'
20.54'
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STA. 52+85.90 BANANA AVE II 29oIN N W W
= STA. 10+00.00 DURIAN AVE 29.86 2
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CURVE TABLE
CURVE /
DELTA
RADIUS
LENGTH
TANGENT
A
90'31'20"
50.00'
79.00'
50.46'
B
612'46`
90.00'
9.76'
4.88'
C
612'46"
90.00'
9.76'
4.88'
D
83'48'54'
20.00'
29.26'
17.95'
E
9031'20"
5.00'
7.90'
5.05'
F
48'55'04'
35.00'
29.88'
15.92'
G
4855'04'
35.00'
29.88'
15.92'
H
89'03'56
50.00'
77.72'
49.19'
J
4855'04'
35.00'
29.88'
15.92'
K
48'55'04"
35.00'
29.88'
15.92'
L
78'27'47'
15.00'
20.54'
12.25'
M
78'27'47"
15.00'
20.54'
12.25'
MATCH LINE N
52+15.16 B.C.R.
SEE SHEET 4
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PAVEMENT LECGiEEND
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
- GRIND AND OVERLAY
- CONSTRUCT PCC
IMPROVEMENTS
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BANANA AVE. & DURIAN AVE.
20.54' 20.54' WE CURB RETURN ACCESS RAMP
D.C. O.C. PER STD. PLAN NO 1003
16.28' 16.28' SCALE: 1" -20'
O.C. O.C. X X X X X X X X X X X X X X X X
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PROFILE SCALE:
HORIZ. - 1 " = 40'
VERT. - 1 " = 4'
12+00 13+00 14+00 15+00 16+00
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DURIAN AVE
TOLL FREE -qmmmw'l-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
0 20 40 80 120
SCALE: 1 "=40'
17+00
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W) 0) BIW M U_
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18+00
PROD OF PROPERTY UNE
= STA. 16+61.78 DURIAN A
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DRIVEWAY STA. 16+26.31 DETAIL
SCALE: 1" -20'
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.
DRIVEWAY STA. 11+48.09 DETAIL
SCALE: 1" -20'
CON8TRLlCT10N NOTES
0 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
2O GRIND AND OVERLAY EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 2.
O3 REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
O4 REMOVE EXISTING CURB AND GUTTER
O5 REMOVE EXISTING SIDEWALK
6O EXISTING POWER POLE TO BE RELOCATED BY OTHERS.
O7 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
O8 REMOVE EXISTING DRIVEWAY
9O REMOVE PORTION OF EXISTING CROSS GUTTER
10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
t1 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1000
12 CONSTRUCT 4" A.C. OVER 10" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN JURUPA AVENUE.
13 CONSTRUCT 4" A.C. OVER 3" A.B. OVER 12" OF NATIVE (COMPACTED TO 95%)
FOR NEW PAVING IN BANANA AVENUE.
14 CONSTRUCT 4" A.C. OVER 12" OF NATIVE (COMPACTED TO 95%) FOR NEW PAVING
IN DURIAN AVENUE.
15 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002
(MODIFIED AS PER DETAILS ON SHEET 2).
16 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
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).
t9 PROPOSED NEW FIRE HYDRANT TO BE INSTALLED (BY FONTANA WATER COMPANY)
20 PROPOSED DOMESTIC WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
21 PROPOSED IRRIGATION WATER SERVICE TO BE INSTALLED (BY FONTANA WATER COMPANY)
22 CONSTRUCT PARTIAL SPANDREL & CROSS GUTTER PER FONTANA STD. 403 & DETAILS.
23 EXISTING FIRE HYDRANT (PROTECT -IN-PLACE).
24 PROTECT IN PLACE EXISTING POWER POLE
25 PROPOSED NEW CATCH BASIN - SEE STORM DRAIN PLANS
26 PROPOSED NEW STREET LIGHT - SEE STREET LIGHT PLANS
QROFESS/pNq Prepared Under The Supervision Of
D STSe4c Thieves Engineering, Inc.
2 CIOL ENG/NEER/NG • LAND SURVEnNG
14349 FIRESTONE BOULEVARD
;;0 LA MIRADA, CALIFORNIA 90638
* R.C.E. NO. 56155 * PN.(714)521-4811 FAX(714)521-417J
Sp Exp. 12-31-16 QQ) '�L_ � 11-14-141111,
�F C A`\
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: DURIAN AVENUE SCALE:
DT FROM STA. 10+00.00 TO STA. 16+61.78 AS SHOWN
DESIGNED BY: BANANA AND JURUPA COMMERCE CENTER DATE:
DT 11209 BANANA N FONTANA, CA.
ADl 19760
CHECKED BY: APPR DATE. DRAWING NO.: 5
MR CITY ENGINEER R.C.E. 51152 �J 5522 g
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