HomeMy WebLinkAbout4312-43A
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W
S
r
I
Elev. I
Elev. 2
l
I,
Elev. 4
\'6
Elev. 6'
EIev. 7
EIev. 8
EIev. 9
EIev. 10
EIev. I I
EIev. 12
104+32. 00 Lt
16.00
6.50
0.00
919.61
919.74
919.05
919.35
919.43
--
919. 12
919.42
919.50
--
919.72
919.85
107+70. 86 Lt
16.00
6" PCC
25.00
921.04
0
o
I.o
....
. .
920.84
DRIVEWAY
920.44
920.74
920.82
922.69
a
921. 14
PAVEMENT
16.00
6.50
40.00
920.72
920.85
920. 12
920.42
EXPANSION
922. 24
920.04
I.
920.42
922. 16
EXPANSION
JO I NT - �
1/.4jf
109+09. 75 Lt
16.00
6.50
25.00
920.48
I NT- 1/. 4
Ln
920. 18
920.26
922.01
919.82
920.20
R/W
--�----
920.51
24.00
6.50
25.00
920.05
920. 18
-
/o 8:33
919.75
919.83
921. 37
919.37
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PCC
920.06
1 10+ 15. 50 Lt
16.00
6.50
25.00
919.95
8.
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I-
N4"
SIDEWALK n
921. 23
919.26
919.56
919.64
921. 14
919.82
919.95
296+20. OOLt
24. 00
6.50-8.50
o
0'
1737.90
:- �•��
1737.48
1737.51
1737. 511
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1738.08
1737.70
1738.09
1738.26
o
AT
CURB &GUTTER
1 . 50�
I
I " LIP AT
CURB FACE
5. 00' W 5. 00,'
STATION
W
S
D
Elev. I
Elev. 2
Elev. 3
Elev. 4
Elev. 5
Elev. 6'
EIev. 7
EIev. 8
EIev. 9
EIev. 10
EIev. I I
EIev. 12
104+32. 00 Lt
16.00
6.50
0.00
919.61
919.74
919.05
919.35
919.43
--
919. 12
919.42
919.50
--
919.72
919.85
107+70. 86 Lt
16.00
6.50
25.00
921.04
921. 17
920.46
920.76
920.84
922.71
920.44
920.74
920.82
922.69
921.01
921. 14
108+64. 50 Lt
16.00
6.50
40.00
920.72
920.85
920. 12
920.42
920.50
922. 24
920.04
920.34
920.42
922. 16
920.60
920.73
109+09. 75 Lt
16.00
6.50
25.00
920.48
920.61
919.88
920. 18
920.26
922.01
919.82
920. 12
920.20
9 1. 95
920.38
920.51
109+95. 34 Lt
24.00
6.50
25.00
920.05
920. 18
919.45
919.75
919.83
921. 37
919.37
919. 67
919.75
921.29
919.93
920.06
1 10+ 15. 50 Lt
16.00
6.50
25.00
919.95
920.08
919.35
919.65
919.73
921. 23
919.26
919.56
919.64
921. 14
919.82
919.95
296+20. OOLt
24. 00
6.50-8.50
5.00
1737.76
1737.90
1737.18
1737.48
1737.51
1737. 511
1737.46
1738.00
1738.08
1737.70
1738.09
1738.26
(.1,j;� CONSTRUCT RESIDENTIAL DRIVEWAY ADJACENT
SIDEWALK PER CITY OF FONT
NO SCALE
Ul Zs
p
REV. REVISION DESCRIPTION DATE ENGR. CITY DAIS °` :, Prepared Under The Supery 1 s 1 on Of: CITY OF F O N TA N A CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ar� `• Q�oQR°FESS'°tiq�F JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
-�
° � � ''� `' DRAM BY: SCALE
I' SHOWN HEREON AND CARRIED FORTH I N A DILIGENT L I GENT MANNER, "� Rs m MD NO SCALE
e�..a , w . 1 DRIVEWAY
DIAL TWO WORKING THE CITY ENG I NEER MAY REQUIRE REV I S I ONS TO THE PLANS TO DESIGNED BY: DATE:
HDR ENGINEERING, INC. F• EXP12-31-0c
BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH COND I T I ONS ; , CIVIL �,� JT DETAILS I 12/5/2007
2880 MARKET STREET, SUITE 100 YOU DIG You DIG AND STANDARDS I N EFFECT.' qrF °F cn��F°� CHECKED BY: APPROVED BY: DRAWING NO.: 43
RIVERSIDE, CA 92501 TOLL FREE ' I-800-227-2600 . f Date a 12/5/07 MS FWL h4 11 A4A4 blt�`7 C9 312 F 4312
(951) 3207300 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINEER R.C.E. 51152 DATE: 47
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