HomeMy WebLinkAbout5112-9February 06, 2015 RC,1
PROPOSED
R/W
46'
46'
EXIST
R/W
12'
34'
34'
12'
•
\
\
25.81'
15'
_ 1' MIN
2' MIN
v(2.07;0
'ROPOSED
R/W
L
FUTURE
CURB &
GUTTER
46'
LO
13.05'
OQ
1.97'
EXISTING IMPROVEMENTS
103.82
46'
EXIST
R/W
12'
\—�
2:1 PAX.
1
34'
24.35'
34'
12'
2.407
•
J
FUTURE
CURB &
GUTTER
PROPOSED
R/W
03
N.
W
46'
1' MIN
2' MIN
048O
18.83'
EXISTING IMPROVEMENTS
103+11
46'
EXIST
R/W
12'
34'
34'
12'
23.27'
15'
0-
01 0)
40
J
FUTURE
CURB &
GUTTER
1' MIN
2' MIN
Til
0
2
19.53'
CO
EXISTING IMPROVEMENTS
101«59
SAWCUT & REMOVE
M—GRIND & OVERLAY
PROPOSED AC PAVEMENT
PROPOSED
R/W
46'
46'
EXIST
R/W
12'
34'
34'
12'
29.09'
1' MIN
2' M N
2:1 MAX.
PROPOSED
R/W
FUTURE
CURB &
GUTTER
46'
34'
105+42
PROPOSED
R/W
FUTURE
CURB &
GUTTER
46'
N
EXISTING IMPROVEMENTS
46'
34'
EXISTING IMPROVEMENTS
12'
EXIST
R/W
1
104.89
46'
EXIST
R/W
12'
10'
34'
27.01'
34'
12'
_ 1' MIN
2' MI
\ FUTURE
CURB &
GUTTER
1.48'
EXISTING IMPROVEMENTS
104.41
PROPOSED
R/W
N __
2:1 MAX.
46'
34'
31.00'
7'
1' MIN 1
2' M N
PROPOSED
R/W
FUTURE
CURB &
GUTTER
46'
46'
34'
EXISTING IMPROVEMENTS
12'
EXIST
R/W
106.95
46'
1
34'
34'
31.19'
2:1 MAX.
EXISTING IMPROVEMENTS
EXIST
R/W
12' I
PROPOSED
R/W
46'
106+45
46'
EXIST
R/W
12'
34'
34'
12'
30.09'
1' MIN 1
2' M
2:1 MAX.
II
I.-\--I
FUTURE
CURB &
GUTTER
N
EXISTING IMPROVEMENTS
105.91
PROPOSED
R/W
46'
46'
EXIST
R/W
12'
34'
33.00'
34'
12'
N
107.49
EXISTING IMPROVEMENTS
JENTi
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG , YOU DIG
TOLL FREE 1-800-227-2600
A PUBIC SERVICE BY UNDERGROUND SERVICE ALERT
REV
REVISION DESCRIPTION
DATE
ENGR
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DIUCENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPAED FOR:
STRATHAMHOMES, INC
2201 DUPONT )RIVE, SUITE 300
IRVINE, ;A 92612
TEL (949, 833-1554
BASIS OF BEARINGS,
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE
OF THE SOUTHEAST QUARTER OF SECTION 10. TIN.. R5W., S.B.M. AS
SHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N8930'06'E
BENCHMARK
CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E
TOWER LEG. 343' N/0 HIGHLAND AVE, 0.2 MI. W/0 SAN SWINE RD.,
IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
ALONG HIGHLAND AVE FROM SIERRA AVE
ELEVATION =1428.6090
Prepared By:
ALLARD ENGINEERING
CLvil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815
Fax (909) 356-1795
2 -9 • f)
Raymonl J. ard, A.C.E. 36052 Date
(expires 6/30/2016)
CITY OF FONTANA, CALIFORNIA
OFFSITE STREET IMPROVEMENT PLAN
DRAWN BY:
DBW
DESIGNED BY:
DBI
CHECKED BY:
RJA
TRACT N0.788254
5l/MMR AVENUE SECTIONS
/ 101x59 JO 107.96.00
CfIY ENGINEER
SCALE: NOT TO SCALE
DATE: l'Zafk (r
R.C.E.51152
DATE:
February, 2015
QR4WING NO.:
5112
Filename: I:\Stratham Homs-129\Fontana 25ac\DWG's\FINAL DESIGN\STREETS\Phase 1\Cross Sections ST 09.dwg