HomeMy WebLinkAbout3927-2EXISTING
R/W 78' R/W
20' 12' 34' 12' 10' LETTERED
EXISTING LOT
12' 0' Q 6' 1h,
°O ,7 ,
EXISTING GROUND EXISTING SIDEWALK®
EXISTING 8" CURB & GUTTER PAVEMENT TO 8" CURB & GUTTER—O
BE REMOVED 9
GRIND AND OVERLAY TO 15
EXISTING EDGE OF GUTTER BASE COURSE
SEE THIS SHEET FOR DETAIL 6 1/2" A.C. PAVEMENT 10
16 TYPICAL SECTION
CYPRESS AVENUE STA,19+90.74 TO STA.29+80.21
N.T.S.
T. 1. = 9.0
EXISTING
R/W
R/W
10' 1 FTTFRFfI
R/W 92'
12' 34' 12'
6'
A
1ti o
—2�%- — �•
2.� — __ — —
8� SIDEWALK
22' EXISTING
O9 —8" CURB & GUTTER PAVEMENT TO
@_6 1/2" A.C. PAVEMENT (15Y—BE REMOVED
PROPOSED
R/W
FUTURE
R/W
FUTURE
IMPROVEMENTS
EX. GROUND
— BASE COURSE
TYPICAL SECTION
SANTA ANA AVENUE
N.T.S.
T. 1. = 9.0
R/W
20' 12' 34' 12' 10' LETTERED 12' 22' 12' 22' EXISTING
4' 5' 6, , LOT
MIN
> i
EXISTING GROUND ° �O� .1 5
_2.0%y
EXISTING SIDEWALK®
SWALE WITH 2% MIN., 20% MAX. GRADE PAVEMENT TO
SIDEWALK
PAVEMENT
5' GRADED SHOULDER BE REMOVED 8 CURB & GUTTER--@
10 6 1 /2" A.C. PAVEMENT 15 BASE COURSE 9�--8" CURB & GUTTER 24' EXISTING PAVEMENT
@_6 1/2" A.C. PAVEMENT TO BE REMOVED GRIND AND OVERLAY 1`0
15 JOIN EXISTING PAVEMENT
TYPICAL SECTION BASE COURSE SEE THIS SHEET FOR DETAIL
TYPICAL SECTION
CYPRESS AVENUE STA.16+89.93 TO 19+90.74
16
N.T.S. JUNIPER AVENUE
T. 1. = 9.0
N.T.S.
T. 1. = 6.5
EXISTING
R/W
76'
R/W
18' 12' 34'
12'
10' LETTERED
LOT
5' MIN. 2' MIN.
OVERLAY AT OVERLAY AT
NEW AC/AB
4' 5'
W. !2/31/07
0.15' DEPTH
FULL DEPTH
EXISTING GROUND
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MIN
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2.1
MISC. REVISIONS PER CITY of FONTANA
i
926-0r,C`
2.0%7
EX. AC AB o 0 0 0
CITY OF FONTANA, CALIFORNIA
RD
SHOULD CONSTRUCTION OF THE REQUIRED A
IMPROVEMENTS NOT COMMENCE WITHIN TWO
QROFEssro
F��
•
Crouse/Beers 8z Associates Inc.
EXISTING
SIDEWALK
SAWCUT EX.
L
SWALE WITH 2% MIN., 20% MAX. GRADE
-100
PAVEMENT TO
PAVEMENT 1' MIN.
5' GRADED SHOULDER
BE REMOVED
8" CURB &GUTTER-- g�
@__6 1/2" A.C. PAVEMENT
����°PSN
15
BASE COURSE
EXISTING PAVEMENT JOIN DETAIL
TYPICAL SECTION
NOT TO SCALE .
CYPRESS
AVENUE
STA.10+00 TO
16+89.93
SCALE: ,
N.T.S.
�; ?,
Engineering Planning Management
T. 1. = 9.0
W. !2/31/07
'Ma
MISC. REVISIONS PER CITY of FONTANA
i
926-0r,C`
CITY OF FONTANA, CALIFORNIA
RD
SHOULD CONSTRUCTION OF THE REQUIRED A
IMPROVEMENTS NOT COMMENCE WITHIN TWO
QROFEssro
F��
•
Crouse/Beers 8z Associates Inc.
2
RECORD DRAW 11,1 C,5
6-/2-6
-100
TRACT NO. 16678
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_
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*Surveying *Construction
DRAWN BY:
SCALE: ,
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
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Engineering Planning Management
N
No. 231
2191 5th Street Suite 200 Norco Ca. 92860-1967
—
OFF—SITE STREET IMPROVEMENT PLAN
1 =40
DIAL "" TWO WORKING
"""°.
AND CARRIED FORTH IN A DILIGENT MANNER THE
,
m
* Exp. 12-31-05 *
Ph. 909) 736- 040 Fax (909) 736-5292
BEF❑RE O DAYS BEFORE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
s P
DESIGNED BY:--�
PI AL SECTIONS
DA's'
JUNE 2005
Y❑U DIG YOU DIG
PLANS TO BRING THEM INTO CONFORMANCE WITH
r �►vl�
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CHECKED BY:
DRAWING NO.:
2
TOLL FREE 1-800-227-2600
OUGL N. CROUS R.C.E. No. 23796 EXP. 12/31 /05 DATE
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
STANDARDS IN EFFECT.
3927
10
REV.
REVISION DESCRIPTION
�ENGR.
CITY
DATE
RICARDO SANDOVAL C.E. 1152 DAT