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THE RADIUS OF STD. PLAN 1002 (7.50') HAS
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FOR BETTER VEHICULAR & FIRE ACCESS.
R=VARIES
SLOPE 1 /4.;
4 =ER FT.
SECTION A A:
LEVEL LINE
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 48+44.43 BANANA AVENUE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
WARP 6' WIDE SIDEWALK
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CURB AND G.B. LINES
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R/W MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
BEEN INCREASED AS SHOWN TO PROVIDE FOR
FOR BETTER VEHICULAR & FIRE ACCESS.
R=VARIES
SLOPE 1 /4.;
4 =ER FT.
SECTION A A:
LEVEL LINE
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 48+44.43 BANANA AVENUE
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV.
WARP 6' WIDE SIDEWALK
TO MATCH TOP OF
CURB AND G.B. LINES
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7
50.00' APPROACH WIDTH
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35.00' /
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BEEN INCREASED AS SHOWN TO PROVIDE FOR
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
FOR BETTER VEHICULAR & FIRE ACCESS.
8.00'
4.00'
FOR BETTER VEHICULAR & FIRE ACCESS.
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SECTION A A=
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 11+48.09 DURIAN AVENUE
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WARP 6' WIDE SIDEWALK
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CURB AND G.B. LINES
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THE RADIUS OF STD. PLAN 1002 (7.50') HAS
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FOR BETTER VEHICULAR & FIRE ACCESS.
8.00'
4.00'
P.O. T.
ESM T.
AREA
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SLOPE 1/4" PER FT.
2x'
—
LEVEL LINE
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6%
SECTION A A:
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 16+26.31 DURIAN AVENUE
DETAILED SPECIFIC MODIFI CA TIONS TO CITY OF FONTANA STD. PLAN 1002
NOT TO SCALE
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.
TO
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, RWESS/pNqIFyc Prepared Under The Supervision Of
Thins Engineering, Inc.
CIVIL ENGINEERING • LAND SURVEYING
14349 FIRESTONE BOULEVARD
;20 LA MIRADA, CALIFORNIA 90638
* R.C.E. NO. 56155 * PN.(714)521-4811 FAX(714)521-4173
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CF R/W MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
BEEN INCREASED AS SHOWN TO PROVIDE FOR
FOR BETTER VEHICULAR & FIRE ACCESS.
10.00' 4.00'
P.O.T.
ESMT.
AREA
R=VARIES
TYP
SLOPE 1/4" PER FT. _ 2% — — — €VEL LINE
SECDON A—A:
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 134+02.46 JURUPA AVENUE
5.00' MIN. WIDTH
SEE PLAN SHEETS
FOR LIMITS v z
JOIN 10' Q J JOIN
EXIST. A.C. < PROP. A.C.
EXIST. AC — — — — — —
PAVEMENT
COLD PLANE 0.10'
& CONSTRUCT 0.10' MIN.
VARIABLE AC OVERLAY.
GRIND AND OVERLAY DETAIL i
N.T.S.
to 3 w
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c CURB
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: DETAIL SHEET SCALE:
DT AS SHOWN
DESIGNED BY: BANANA AND JURUPA COMMERCE CENTER DATE:
DT 11209 BANAN AVENUE FONTANA, CA.
PAR, M4R,19760
CHECKED BY: APPR ED `` / DRAWING NO.: 2
MR Y ENGINEER/R.C.E. 51152 TE: D G 55228
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CF R/W MODIFICATION:
THE RADIUS OF STD. PLAN 1002 (7.50') HAS
BEEN INCREASED AS SHOWN TO PROVIDE FOR
FOR BETTER VEHICULAR & FIRE ACCESS.
10.00' 4.00'
P.O.T.
ESMT.
AREA
R=VARIES
TYP
SLOPE 1/4" PER FT. _ 2% — — — €VEL LINE
SECDON A—A:
NOTE:
1. ANY EXISTING IMPROVEMENTS DAMAGED SHALL BE REMOVED AND REPLACED
AS APPROVED BY THE CITY ENGINEER.
DETAIL OF DRIVEWAY AT
STA. 134+02.46 JURUPA AVENUE
5.00' MIN. WIDTH
SEE PLAN SHEETS
FOR LIMITS v z
JOIN 10' Q J JOIN
EXIST. A.C. < PROP. A.C.
EXIST. AC — — — — — —
PAVEMENT
COLD PLANE 0.10'
& CONSTRUCT 0.10' MIN.
VARIABLE AC OVERLAY.
GRIND AND OVERLAY DETAIL i
N.T.S.
to 3 w
\ Z
C) J
g
c CURB
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: DETAIL SHEET SCALE:
DT AS SHOWN
DESIGNED BY: BANANA AND JURUPA COMMERCE CENTER DATE:
DT 11209 BANAN AVENUE FONTANA, CA.
PAR, M4R,19760
CHECKED BY: APPR ED `` / DRAWING NO.: 2
MR Y ENGINEER/R.C.E. 51152 TE: D G 55228
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