HomeMy WebLinkAbout4272-2Underground Service Alert
SECTION 4946/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUE1 BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
1-800 227-2600
XIS: '!NG
EXISTING
t ST
;W
STREET IMPROVEMENT PLA,4S
STA. 52+77.36 TO STA. 53+17.82
r
EAST
AND
Phone: 909.481.5750
DESIGNED BY:
R/W
STA. 53+37.66 TO STA. 53+68
w
TYPICAL SECTIONS
NOT TO SCALE
CHECKED BY:
_ 44'
—
_ — 44' ---
CONSTRUCTION NOTES
O� =k
PROD MANAGER DATE:
REGI ED CML ENGINEER
6.0
y
SAWCUT & REMOVE EXISTING AC PAVEMENT
4
12'
CONSTRUCT 6.5" MIN AC OVER 12" MIN 95% COMP NATIVE
i
4" PCC SIDEWALK
2'
__
_ - 20' —
®
CONSTRUCT PCC SIDEWALK PER FONTANA STD 1006
GRIND & OVERLAY
as
COLLMILL 0.10' MIN. EXIST. PAVEMENT & OVERLAY
II
0.10' MIN. WITH TACK COAT
®
SAWCUT & REMOVE1
PLACE UNCLASSIFIED PlIX(VAILIA&L601PQ (_00AV19b To
EXISTING AC
907• vIvok PADPOS(O S1DSWAWL As sI10Wy PEA 04TAIL.
REVISIONS
"C' ON. s H s s"r 3
J
O
F-
U
2:' MAX --�
Uh
�
10.5'
2%
---
_
VAR. 2.5% MIN
TO 4.0% MAX
VARIES
2.4% M{N-4.17- MAX
_
VARIES
2.2� MIN- 3.8gMAX
17
,
7_
31
EXIST. GROUND
CITRUS AVENUE
2 STA.
46+98.24 TO STA. 49+44.52
NOT TO SCALE
T1=9.0
2:1 iYP
EXIST. GROUND -
EXISTING
WEST
R/W
5,57 6.5'
I
2'1
EXISTING
WEST
R/W
2:1 MAX
'i
88'
EXISTING
EAST
R/W
44' _
2'
32' —.
� I
I
VARIES VARIES
1.5% MIN -4.0% MAX 1.6q, MIN -3-47.M,4)(
CIRRUS AVENUE _
STA. 50+54.52 TO STA. 52+76.48
NOT TO SCALE
T1=9.0
88'
32'
2.0; MwARZES ....
EXISTING
EAST
R/W
5.5'
al
7
w/NG Iil//L 111 V'
APPROVAL I DATE
I MP W& I DATE I
105 EXIST R/W� 3.2
EXIST. AC
40
tK oI
OFA F/ ,I
10 0
-60 -50
MIN. SAWCu r
DAVEME� EXIST :A
P OVER_
r
EXIS- 'AVEMEN" PROPOSE, --AVEM
SAWCUT BECKON
DETAIL ' ew
NOT TO SCAL. c
2' CF
44
3
I
CENTERLIN
..
0
DRIVEWAY CROSS SECTION
STATION 51+27
DETAIL #B"
DAVID EVA N S CITY OF FONTP SIA CALIFORNI!
AMDASSOCIATESINC.800
Norte Haven Avenue, Suite 300
%or
DRAWN BY:
STREET IMPROVEMENT PLA,4S
STA. 52+77.36 TO STA. 53+17.82
Ontario California 91764
MGH
AND
Phone: 909.481.5750
DESIGNED BY:
CITRUS AVENUE PHASE II
STA. 53+37.66 TO STA. 53+68
w
TYPICAL SECTIONS
NOT TO SCALE
CHECKED BY:
T1=9.0
w 'Z .. 2.0-&Q
LL
RIG
CONSTRUCTION NOTES
O� =k
PROD MANAGER DATE:
REGI ED CML ENGINEER
O
SAWCUT & REMOVE EXISTING AC PAVEMENT
AC PAVEMENT
O
CONSTRUCT 6.5" MIN AC OVER 12" MIN 95% COMP NATIVE
4" PCC SIDEWALK
O
CONSTRUCT 8" C&G PER FONTANA STD 1000
®
CONSTRUCT PCC SIDEWALK PER FONTANA STD 1006
GRIND & OVERLAY
O
COLLMILL 0.10' MIN. EXIST. PAVEMENT & OVERLAY
0.10' MIN. WITH TACK COAT
®
SAWCUT & REMOVE1
PLACE UNCLASSIFIED PlIX(VAILIA&L601PQ (_00AV19b To
EXISTING AC
907• vIvok PADPOS(O S1DSWAWL As sI10Wy PEA 04TAIL.
REVISIONS
"C' ON. s H s s"r 3
EXISTING
EAST
R/W
5.5'
al
7
w/NG Iil//L 111 V'
APPROVAL I DATE
I MP W& I DATE I
105 EXIST R/W� 3.2
EXIST. AC
40
tK oI
OFA F/ ,I
10 0
-60 -50
MIN. SAWCu r
DAVEME� EXIST :A
P OVER_
r
EXIS- 'AVEMEN" PROPOSE, --AVEM
SAWCUT BECKON
DETAIL ' ew
NOT TO SCAL. c
2' CF
44
3
I
CENTERLIN
..
0
DRIVEWAY CROSS SECTION
STATION 51+27
DETAIL #B"
DAVID EVA N S CITY OF FONTP SIA CALIFORNI!
AMDASSOCIATESINC.800
Norte Haven Avenue, Suite 300
%or
DRAWN BY:
STREET IMPROVEMENT PLA,4S
SCP -E: NTS
Ontario California 91764
MGH
He RI? -
Phone: 909.481.5750
DESIGNED BY:
CITRUS AVENUE PHASE II
VES -
w
TYPICAL SECTIONS
DATE.
CHECKED BY:
12/19/0
w 'Z .. 2.0-&Q
LL
RIG
O� =k
PROD MANAGER DATE:
REGI ED CML ENGINEER
JOB N0. (Z( �. J , e DR. NO.
FONT000. APPR _
4272
SHEET N
d
2 -T
ffY ENGINEER RCE 51152
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