HomeMy WebLinkAbout5059-2i
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CURVE #
DELTA
I
LENGTH
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35.00'
55.00'
y
Q
60'00'50'
t
20.95'
11.55'
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20.00'
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CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
Q
90'02'38'
35.00'
55.00'
35.03'
Q
60'00'50'
20.00'
20.95'
11.55'
Q
59'59'50'
20.00'
20.94'
11.55'
Q
44'31'22'
35.00'
27.20'
14.33'
Q
4413'04"
35.00'
27.01
14.22'
8+00 9+00 10+00 11+00 12+00 13+00 14+00
160 1 , PROP. ESMT AREA FO�, ACCESS (885,i65NG) ,.0 iv (865 30 ) (864x68NG) (865,61 NG) ccm'
(882,88NG) 119,9 3
r_ 30 30 (885x16NG)
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�""E� (864,i96NG) T—L .e.3 .;u
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10N 22 (882„37NG v'W�863 ~- 08NG) �'
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1
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STA: 8+35.34 UNTO
STA: 11+30.82 INDLn
0 20 40 80 120
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SCALE:1 "=40'
C NS 1 17UIC110N NOTES
1O SAW—CUT & REMOVE EXISTING CONCRETE CURB & GUTTER.,
O REMOVE EXISTING PARKWAY CULVERT.
O REMOVE EXISTING TREES/SHRUBS.
V
ADJUST EXIST. WATER VALVE TO GRADE.
19
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
8O
PAVE CONCRETE FORM SLOT PER DETAIL 8 (SEE SHEET 4)
20
REMOVE EXISTING CROSS GUTTER SPANDREL AND RECONSTRUCT PER CITY OF FONTANA STD. PLAN 403.
9O
CONSTRUCT 5.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE
21
COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5" (WIDTH PER PLAN) SEE DETAIL ON SHEET 4.
10
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STDS.
22
PROPOSED STREET LIGHT (SEE ST. LIGHTING PLANS).
11
.i
UNION
AVENUE
O
ADJUST EXIST. WATER VALVE TO GRADE.
19
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN 1003.
8O
PAVE CONCRETE FORM SLOT PER DETAIL 8 (SEE SHEET 4)
20
REMOVE EXISTING CROSS GUTTER SPANDREL AND RECONSTRUCT PER CITY OF FONTANA STD. PLAN 403.
9O
CONSTRUCT 5.5" MIN. A.C. OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE
21
COLD PLANE & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 1.5" (WIDTH PER PLAN) SEE DETAIL ON SHEET 4.
10
REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA STDS.
22
PROPOSED STREET LIGHT (SEE ST. LIGHTING PLANS).
11
PROTECT EXISTING FIRE HYDRANT IN PLACE.
23
EXIST. 8" FIRE CONNECTION TO BE REMOVED BY FONTANA WATER DEPT.
14
CONSTRUCT 6" TO 8" CURB do GUTTER TRANSITION PER CITY OF FONTANA STD. PLAN 1000.
1 1
6NOTE
15
CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. PLAN 1000.
DRAIN
16
CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006 (MODIFIED TO FULL 6.00' PARKWAY WIDTH).
30
CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STD. PLAN NO. 3000 (W=3.00'. ANGLE=30')
17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN 1002 (MODIFIED PER DETAIL HEREON).
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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" No. 56155 ;
LU EXP.12-31-371M
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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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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.
A
7
SFE TABLE 'A' FOR APPROACH WIDTH
WARP SIDEWALK WARP SIDEWALK
TO MATCH TOP OF w TO MATCH TOP OF
CURB AND G.B. LINES PROPOSED ESMT. > CURB AND G.B. LINES
FOR ACCESS
0' CF 0' CF
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CURB bt FLOW UNE ��� 0 CURB
UP 8- Uj \-SEF- TABLE -A! SEE TABI F • ' z 8' CIFL
FOR RADIUS FOR RADIUS mSCOW—
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CF RIW TABLE 'A' FOR UNION AVENUE)
10' DRIVEWAY RADIUS APPROACH WIDTH BCR STA. ECR Sill
A 20.00' 35.00' 10+42.31 9+67.32
6' 4' B 35.00' 40.00' 11+96.34 13+06.24
R=VARIES
IC17 1/4' PER Fi. — — —1" CF . ..2�TYP
S �
SECTION A—A:
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACE
AS APPROVED BY THE CITY ENGINEER.
MODIFIED DR/VEWAY APPROACH
CITY OF FONTANA STD. PLAN 1002
Prepared Under The Supervision Of
�� RDs Fye Thieves Engineering, /TIC.
CML ENGINEMNG • L 4ND SURVEWNG
14349 FIRESTONE BOULEVARD
LA VIRAL K CAUFORNL4 90638
* R.C.E. NO. 56155 * PH(714)521-4811 FAX(714)521-4179
un Exp. 12-31-14 Q
9�F F /V 1�-�F�Date
O
CAL
REINHARD STENZEL RCE NO. 56155
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WD/D# 8 360366879 DR 12-024
CITY 0 F FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
°�M BY. IUNION AVENUE Ac sHOMnu
DESIGNED BY:
CHECKED BY.
DATE:
DRAWING NO.:
DATE: r 7 G^CA 2
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7
SFE TABLE 'A' FOR APPROACH WIDTH
WARP SIDEWALK WARP SIDEWALK
TO MATCH TOP OF w TO MATCH TOP OF
CURB AND G.B. LINES PROPOSED ESMT. > CURB AND G.B. LINES
FOR ACCESS
0' CF 0' CF
z z
J N :r ADA PATH TRAVEL N + J
r
00 CF
CURB bt FLOW UNE ��� 0 CURB
UP 8- Uj \-SEF- TABLE -A! SEE TABI F • ' z 8' CIFL
FOR RADIUS FOR RADIUS mSCOW—
a Q
N CD J N M O ZD
U Z W taJ
<
W� �z A m�Z
OD F-- laJ U � ~ � m N U
�� w0 ~ ix $3
-'" j `` REMOVE EXISTING CURB/GUM AND SIDEWALK WfIHIN THIS AREA N z �
� U
CF RIW TABLE 'A' FOR UNION AVENUE)
10' DRIVEWAY RADIUS APPROACH WIDTH BCR STA. ECR Sill
A 20.00' 35.00' 10+42.31 9+67.32
6' 4' B 35.00' 40.00' 11+96.34 13+06.24
R=VARIES
IC17 1/4' PER Fi. — — —1" CF . ..2�TYP
S �
SECTION A—A:
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACE
AS APPROVED BY THE CITY ENGINEER.
MODIFIED DR/VEWAY APPROACH
CITY OF FONTANA STD. PLAN 1002
Prepared Under The Supervision Of
�� RDs Fye Thieves Engineering, /TIC.
CML ENGINEMNG • L 4ND SURVEWNG
14349 FIRESTONE BOULEVARD
LA VIRAL K CAUFORNL4 90638
* R.C.E. NO. 56155 * PH(714)521-4811 FAX(714)521-4179
un Exp. 12-31-14 Q
9�F F /V 1�-�F�Date
O
CAL
REINHARD STENZEL RCE NO. 56155
a
cn
m
m
chIna
n
a
O
WD/D# 8 360366879 DR 12-024
CITY 0 F FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
°�M BY. IUNION AVENUE Ac sHOMnu
DESIGNED BY:
CHECKED BY.
DATE:
DRAWING NO.:
DATE: r 7 G^CA 2
vV.�.7 4