HomeMy WebLinkAbout1823-275 O/A. P11-49 leo R,EQ'01
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P/.L E CAP
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70
Mfl/D P/�,E
BRIDGE DATA: POPLAR AVENUE
O
STREET
STATION
CHANNEL
STATION
T.C.
ELEV.
F.S. OR
F.L. ELEV.
F.L.
CULVERT
SOFFIT
♦
A
32+72.90
201+70.10
---
1003.98
991.50
999.75
Inside Face
@ N.W. Corner
B
32+72.58
201+76.61
1001.62
1000.95
991.52
999.77
C.F.
C
32+71.59
201+96.63
---
1001.57
991.58
999.83
Inside Face
@ C.L. & North
D
1 32+70.60
202+16.65
1001.63
1000.96
991.64
999.89
C.F.
E
32+70.28
202+23.16
---
1003.99
991.66
999.91
Inside Face
@ North Corner
F
32+58.30
201+70.82
---
1004.00
991.50
999.75
West End of
Culvert @ H.P.
G
32+58.30
201+77.32
1001.64
1000.97
991.52
999.77
C.F. @ H.P.
H
32+58.30
201+97.29
---
1001.58
991.58
999.83
High Point
I
32+58.30
202+17.26
1001.64
1000.97
991.64
999.89
West C.F.
@ H.P.
J
32+58.30
202+23.75
---
1004.00
991.66
999.91
Culvert @ H.P.
East End
K
32+51.87
201+71.14
---
1004.00
991.50
999.75
West End -of
Culvert @ C.L.
L
32+51.55
201+77.65
1001.64
1000.97
991.52
999.77
C.F.
M
32+50.56
201+97.67
---
1001.58
991.58
999.83
Center of
Culvert
N
32+49.57
202+17.69
1001.64
1000.97
991.64
999.89
C.F.
0
32+49.25
202+24.20
---
1004.00
991.66
999.91
Inside Face @ _
S.E. Corner
P
32+30.84
201+72.18
---
1003.93
991.50
999.75
Inside Face @
S.W. Corner
Q
32+30.52
201+78.69
1001.57
1000.90
991.52
999.77
R
32+29.53
201+98.71
---
1001.51
991.58
999.83
Inside Face @
C.L. South
S
32+28.54
202+18.73
1001.56
1000.89
991.64
999.89
T
32+28.22
202+25.24
---
1003.92
99 -
99.91
Inside Face @
S.E. Corner
QQ, Nil
'F
N.cn ting Engineers
�y
EXP.3
RECORL) Z)RAW1A16,5 3-07-90 S E.
CITY
N0. DESCRIPTION APPR ENGR. DATE APPR DATE
DESIGNED BY v• CHECKED BY RE IV. SCALE
R E V I S 1 0 N S D Y C.T • G. 7. fi U611 /%� 7 Howes. / = /O'
RAWN B DATE vicRr. / g
FORD GRAPHICS 080
R/W
SCALE: I"= 10'
CONSTRUCTION NOTES:
1 THE CONTRACTOR SHALL
POSITIVELY LOCATE THE
M.W.D. PIPE BY EXPOSI NG
THE PIPE UNDER M. W. D. IS
SUPERVISION PRIOR TO
DRILLING ANY PILES.
.2. LAYOUT, DRILL AND. CAST
CONCRETE PILES, AND PILE
CAP; SEE SECTION B SHEET
20.
3. CONSTRUCT R.C. BOX SECTION
#6 PER SHEET 20. AS
MODIFIED BY SECTION B
SHEET 20.
J
�Wf
ClINNIVel- WALL
SL OPE /D /MAX
L7/ All T///L7 L7//CG7'
CITRU-S...,
AVE..,BRID_GE PLAN
These Record Drawings have been prepared based 41
on information submitted, in part, by W.E. Blakely/
B:F. & Associates, Inc., and Western Land
'Concepts, Inc., that.performed the field work on
1/30/90 through 2/8/90. While this information is
believed to be reliable, ASL Consulting Engineers is D not responsible for its accuracy nor for errors or
omissions which may..have been incorporated into `r{
these plans as a result.
�S�'01AND. SU"P, ..aOV ESS�n::
APPROVED BY
PASADENA (818) 792-3096
SANTA ANA (714) 979-1761 //�]
i VY
YYIAJhA
PALM SPRINGS (619) 320-4220 FLOOD CONTROL ENGINEER
FILE NO.
DATE
APPROVED BY
4,4;Y
OF FONTANA
18932
CITY ENGINEER R.C.E.
DATE
iG
M W,
ifx� /2- 3/- 92
III
SCALE: 1"=10'
77PI? ,
L
BRIDGE DATA: CITRUS AVENUE
O
STREET
STATION
CHANNEL
STATION
T.C.
ELEV.
j
F.L.
CULVERT
SOFFIT
O
STREET
STATION
CHANNEL
STATION
T.C.
ELEV.
F.S. OR
F.L. ELEV.
F.L.
CULVERT
SOFFIT
♦
LSP
100+28.51
227+80.76
1
1014.16
1001.11
1
O
STREET
STATION
CHANNEL
STATION
T.C.
ELEV.
F.S. OR
F.L. ELEV.
F.L.
CULVERT
SOFFIT
A
100+28.51
227+80.76
---
1014.16
1001.11
1010.11
Inside Face @
N.W. Corner
B
100+28.70
227+87.26
1011.82
1011.15
1001.13
1010.13
C.F.
C
100+29.74
228+23.28
---
1011.92
1001.24
1010.24
No. Inside Face
@ Const. Line
D
100+30.66
228+55.29
1011.81
1011.14
1001.34
1010.34
C.F.
E
100+30.85
228+61.80
---
1014.15
1001.36
1010.36
Inside Face @
N.E. Corner
F
100+11.50
227+80.27
---
1014.20
1001.11
1010.11
West End of
Culvert @ C.L.
G
100+11.69
227+86.77
1011.86
1011.19
1001.13
1010.13
C.F.
H
100+12.73
228+22.79
---
1011.96
1001.24
1010.24
Center of
Culvert
I
100+13.65
228+54.80
1011.85
1011.18
1001.34
1010.34
C.F.
J
100+13.84
228+61.31
---
1014.19
1001.36
1010.36
East End of
Culvert @ C.L.
K
99+94.49
227+79.78
---
1014.26
1001.11
1010.11
Inside Face @
S.W. Corner
L
99+94.68
227+86.28
1011.92
1011.25
1001.13
1010.13
C.F.
M
99+95.72
228+22.30
---
1012.02
1001.24
1010.24
So. Inside ace
@ Const. Line
N
99+96.64
228+54.31
1011.91
1011.24
1001.34
1010.34
C.F.
0
99+96.83
228+60.82
---
1014.25
1001.36
1010.36
Inside Face @ _
S.E. Corner