HomeMy WebLinkAbout5522-3920 TC
920 SAWCUT
920 CL
CURVE TABLE
CURVE # DELTA RADIUS LENGTH TANGENT
F_ A ' 9031'20" 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
8348'54"
20.00'
29.26'
17.95'
E
90'31'20'
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 48'55'04"
35.00'
29.88'
15.92'
K
48'55'04"
35.00'
29.88'
15.92'
L
7827'47"
15.00'
20.54'
12.25'
M 78'27'47"
15.00'
20.54'
12.25'
STA. 127+60.27 JURUPA AVE
PAVEMENT LEGEND
- REMOVE EXISTING
AC PAVEMENT
- CONSTRUCT NEW
ASPHALT PAVEMENT
- CONSTRUCT NEW
PCC SIDEWALK
r/7/ / - GRIND AND OVERLAY
CONSTRUCT PCC
IMPROVEMENTS
79.00' ON CURVE
25.32'
O.C.
20.94'
O.C.
7.90'
O.C.
4.00'
4.95'
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O.C. ^ 30.10' � *rn+ '
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4
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N/E CURB RETURN ACCESS RAMP
PER STD. PLAN NO 1003
SCALE: 1" -20'
129+00
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
130+00
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131+00
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130+00
a
12
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I
131+00
N89'48'44"E 131+00
PROFILE SCALE:
HORIZ. - 1" = 40'
VERT. - 1 " = 4'
132+00
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15
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.
920 CL
0 20 40 80 120
SCALE: 1 "=40'
or-
� �OFESS/Gyyq�
S Ex�of
. 12-31-16 /-;c
ke\
C
Prepared Under The Supervision Of
Thienes Engineering, Inc.
CIVIL ENGINEERING -LAND SURVEYING
14349 FIRESTONE BOULEVARD
LA MIRADA, CALIFORNIA 90638
PN. (714)521-4911 FAX(714)521-4173
CONSTRUCTION NOTES:
O1 SAW -CUT & REMOVE EXISTING A.C. PAVEMENT.
O2 GRIND AND OVERLAY EXISTING A.C. PAVEMENT PER DETAIL ON SHEET 2.
O3 REMOVE ALL EXISTING TREES/SHRUBS/TREES STUMPS WITHIN PUBLIC R/W.
4O REMOVE EXISTING CURB AND GUTTER
5O REMOVE EXISTING SIDEWALK
O6 EXISTING POWER POLE TO BE RELOCATED BY OTHERS.
0 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STD. 4003
8O REMOVE EXISTING DRIVEWAY
O9 REMOVE PORTION OF EXISTING CROSS GUTTER
10 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006. (WIDTH PER PLAN & DETAILS)
tt 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).
19 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
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY:JURUPA AVENUE SCALE:
DTFROM STA. 127+60.27 TO STA. 135+00.00 AS SHOWN
DESIGNED BY: BANANA AND JURUPA COMMERCE CENTER DATE:
DT 11209 BANANA !ti/E1QP1E FONTANA, CA.
rcl,kAAD kin 1
CHECKED BY: APP R / DRAWING NO.:KhDATE/ /"'5522
MR cITY EN IN R.C.E. 51152
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