10.01-10.91XS-MFN1_sealed_replaced.pdf
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- Attached to
- RECOVERY - Construct Main Floodway Levees (23rd St - FM 1015) Federal contract opportunity
- Solicitation number
- IBM09B0005
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100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
NOTES:
SURFACE DRAINAGE SHALL BE ESTABLISHED BY
THE CONTRACTOR PRIOR TO AND DURING
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
110 110
120 120
STA 256+10.41
90 90
100 100
110 110
120 120
130 130
STA 257+00.00
90 90
100 100
110 110
120 120
STA 258+00.00
90 90
100 100
110 110
120 120
STA 259+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
1 92
10.01
.4
.2
PROP. PGL BELOW EXIST GROUND
.9
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.5
E L
E V
A T
IO
N
.8
3:1
.2
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.3
E L
E V
A T
IO
N
.2
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.1
E L
E V
A T
IO
N
.2
3:1
.0
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.7
E L
E V
A T
IO
N
.0
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.8
E L
E V
A T
IO
N
.3
3:1
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 260+00.00
90 90
100 100
110 110
120 120
STA 261+00.00
90 90
100 100
110 110
120 120
STA 262+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
2 92
10.02
.8
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.9
E L
E V
A T
IO
N
.9
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.7
E L
E V
A T
IO
N
.0
3:1
.8
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.9
E L
E V
A T
IO
N
.2
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.1
E L
E V
A T
IO
N
.8
3:1
.8
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.5
E L
E V
A T
IO
N
.6
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.9
E L
E V
A T
IO
N
.5
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 263+00.00
90 90
100 100
110 110
120 120
STA 264+00.00
90 90
100 100
110 110
120 120
STA 265+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
3 92
10.03
.7
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.9
E L
E V
A T
IO
N
.8
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.5
E L
E V
A T
IO
N
.9
3:1
.7
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.3
E L
E V
A T
IO
N
.6
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.8
E L
E V
A T
IO
N
.4
3:1
.6
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.5
E L
E V
A T
IO
N
.8
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 266+00.00
90 90
100 100
110 110
120 120
STA 267+00.00
90 90
100 100
110 110
120 120
STA 268+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
4 92
10.04
.5
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.7
E L
E V
A T
IO
N
.4
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.2
E L
E V
A T
IO
N
.6
3:1
.4
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.5
E L
E V
A T
IO
N
.4
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.5
E L
E V
A T
IO
N
.8
3:1
.3
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.8
E L
E V
A T
IO
N
.0
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.3
E L
E V
A T
IO
N
.5
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 269+00.00
90 90
100 100
110 110
120 120
STA 270+00.00
90 90
100 100
110 110
120 120
STA 271+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
5 92
10.05
.4
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.8
E L
E V
A T
IO
N
.9
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.7
E L
E V
A T
IO
N
.6
3:1
.3
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.6
E L
E V
A T
IO
N
.6
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.8
E L
E V
A T
IO
N
.9
3:1
.1
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.1
E L
E V
A T
IO
N
.4
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.3
E L
E V
A T
IO
N
.0
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
100 100
110 110
120 120
STA 272+00.00
90 90
100 100
110 110
120 120
STA 273+00.00
90 90
100 100
110 110
120 120
STA 274+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
6 92
10.06
.9
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.6
E L
E V
A T
IO
N
.9
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.4
E L
E V
A T
IO
N
.3
3:1
.2
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.2
E L
E V
A T
IO
N
.3
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.5
E L
E V
A T
IO
N
.2
3:1
.3
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.3
E L
E V
A T
IO
N
.9
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 275+00.00
80 80
90 90
100 100
110 110
120 120
STA 276+00.00
80 80
90 90
100 100
110 110
120 120
STA 277+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
7 92
10.07
.3
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.9
E L
E V
A T
IO
N
.7
3:1
64.50
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.3
E L
E V
A T
IO
N
.5
3:1
235.98
TO R.O.W
.3
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.7
E L
E V
A T
IO
N
.7
3:1
65.65
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
3:1
236.19
TO R.O.W
.2
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.7
E L
E V
A T
IO
N
.6
3:1
66.64
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.3
E L
E V
A T
IO
N
.1
3:1
237.83
TO R.O.W
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 278+00.00
90 90
100 100
110 110
120 120
STA 279+00.00
80 80
90 90
100 100
110 110
120 120
STA 280+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
8 92
10.08
.2
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.2
E L
E V
A T
IO
N
.1
3:1
69.20
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.6
E L
E V
A T
IO
N
.3
3:1
238.44
TO R.O.W
.1
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
3:1
71.39
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.2
E L
E V
A T
IO
N
.8
3:1
236.86
TO R.O.W
.1
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.4
E L
E V
A T
IO
N
.6
3:1
69.99
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.5
E L
E V
A T
IO
N
.3
3:1
238.44
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 281+00.00
80 80
90 90
100 100
110 110
120 120
STA 282+00.00
80 80
90 90
100 100
110 110
120 120
STA 283+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
9 92
10.09
.0
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.2
E L
E V
A T
IO
N
.7
3:1
71.15
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.4
E L
E V
A T
IO
N
.9
3:1
240.53
TO R.O.W
.9
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.1
E L
E V
A T
IO
N
.7
3:1
72.26
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.6
E L
E V
A T
IO
N
.8
3:1
240.20
TO R.O.W
.7
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
3:1
73.39
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.4
E L
E V
A T
IO
N
.8
3:1
240.33
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 284+00.00
90 90
100 100
110 110
120 120
STA 285+00.00
90 90
100 100
110 110
120 120
STA 286+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
10 92
10.10
.7
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.9
E L
E V
A T
IO
N
.7
3:1
74.50
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.7
E L
E V
A T
IO
N
.7
3:1
240.00
TO R.O.W
.7
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.7
E L
E V
A T
IO
N
.4
3:1
77.72
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.4
E L
E V
A T
IO
N
.8
3:1
240.21
TO R.O.W
.7
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.6
E L
E V
A T
IO
N
.3
3:1
78.76
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.3
E L
E V
A T
IO
N
.4
3:1
239.29
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 287+00.00
90 90
100 100
110 110
120 120
STA 288+00.00
90 90
100 100
110 110
120 120
STA 289+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
11 92
10.11
.8
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.2
E L
E V
A T
IO
N
.4
3:1
83.16
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.1
E L
E V
A T
IO
N
.4
3:1
239.38
TO R.O.W
.7
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.8
E L
E V
A T
IO
N
.9
3:1
84.78
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.7
E L
E V
A T
IO
N
.5
3:1
239.72
TO R.O.W
.8
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.7
E L
E V
A T
IO
N
.8
3:1
86.88
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.5
E L
E V
A T
IO
N
.6
3:1
239.89
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 290+00.00
90 90
100 100
110 110
120 120
STA 292+00.00
90 90
100 100
110 110
120 120
STA 292+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
12 92
10.12
.9
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
3:1
70.64
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.4
E L
E V
A T
IO
N
.2
3:1
238.89
TO R.O.W
.5
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.9
E L
E V
A T
IO
N
.4
3:1
71.82
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.3
E L
E V
A T
IO
N
.2
3:1
238.93
TO R.O.W
.5
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.1
E L
E V
A T
IO
N
.9
3:1
72.65
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.8
E L
E V
A T
IO
N
.0
3:1
238.41
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:5
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 293+00.00
90 90
100 100
110 110
120 120
STA 294+00.00
80 80
90 90
100 100
110 110
120 120
STA 295+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
13 92
10.13
.3
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.7
E L
E V
A T
IO
N
.7
3:1
65.09
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.8
E L
E V
A T
IO
N
.0
3:1
238.32
TO R.O.W
.3
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.4
E L
E V
A T
IO
N
.4
3:1
60.86
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.6
E L
E V
A T
IO
N
.0
3:1
238.50
TO R.O.W
.2
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.4
E L
E V
A T
IO
N
.7
3:1
70.12
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.3
E L
E V
A T
IO
N
.1
3:1
238.68
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:5
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 296+00.00
90 90
100 100
110 110
120 120
STA 297+00.00
90 90
100 100
110 110
120 120
STA 298+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
14 92
10.14
.2
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.9
E L
E V
A T
IO
N
.5
3:1
83.96
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.8
E L
E V
A T
IO
N
.9
3:1
238.14
TO R.O.W
.0
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.4
E L
E V
A T
IO
N
.3
3:1
97.70
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.8
E L
E V
A T
IO
N
.9
3:1
238.14
TO R.O.W
.1
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.6
E L
E V
A T
IO
N
.2
3:1
105.84
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.4
E L
E V
A T
IO
N
.9
3:1
238.41
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:5
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 299+00.00
80 80
90 90
100 100
110 110
120 120
STA 300+00.00
90 90
100 100
110 110
120 120
STA 301+00.00
100 100
110 110
120 120
STA 302+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
15 92
10.15
.0
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.4
E L
E V
A T
IO
N
.5
3:1
118.26
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.7
E L
E V
A T
IO
N
.5
3:1
237.07
TO R.O.W
.1
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.9
E L
E V
A T
IO
N
.7
3:1
127.10
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.3
E L
E V
A T
IO
N
.9
3:1
238.41
TO R.O.W
.3
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.1
E L
E V
A T
IO
N
.3
3:1
264.46
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
3:1
241.63
TO R.O.W
.2
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.1
E L
E V
A T
IO
N
.2
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.7
E L
E V
A T
IO
N
.4
3:1
263.88
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:5
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 303+00.00
100 100
110 110
120 120
STA 304+00.00
90 90
100 100
110 110
120 120
STA 305+00.00
90 90
100 100
110 110
120 120
STA 306+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
16 92
10.16
.1
.4
SH 336 (10th Street)
.4
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.1
E L
E V
A T
IO
N
.2
3:1
444.57
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.9
E L
E V
A T
IO
N
.9
3:1
266.95
TO R.O.W
.9
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
3:1
504.18
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.6
E L
E V
A T
IO
N
.0
3:1
252.52
TO R.O.W
.1
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.7
E L
E V
A T
IO
N
.3
3:1
118.02
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
3:1
231.46
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:0
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 307+00.00
80 80
90 90
100 100
110 110
120 120
STA 308+00.00
80 80
90 90
100 100
110 110
120 120
STA 309+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
17 92
10.17
.1
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
3:1 66.75
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.5
E L
E V
A T
IO
N
.6
3:1
231.22
TO R.O.W
.9
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.9
E L
E V
A T
IO
N
.5
3:1 60.79
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.9
E L
E V
A T
IO
N
.1
3:1
230.15
TO R.O.W
.7
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.8
E L
E V
A T
IO
N
.5
3:1 54.83
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.8
E L
E V
A T
IO
N
.1
3:1
230.59
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:0
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 310+00.00
80 80
90 90
100 100
110 110
120 120
STA 311+00.00
80 80
90 90
100 100
110 110
120 120
STA 312+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
18 92
10.18
.6
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.7
E L
E V
A T
IO
N
.5
3:1 53.61
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.8
E L
E V
A T
IO
N
.4
3:1
228.86
TO R.O.W
.6
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.6
E L
E V
A T
IO
N
.5
3:1 54.31
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.2
E L
E V
A T
IO
N
.6
3:1
229.69
TO R.O.W
.7
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.5
E L
E V
A T
IO
N
.5
3:1 54.98
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.2
E L
E V
A T
IO
N
.9
3:1
231.03
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:0
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 313+00.00
80 80
90 90
100 100
110 110
120 120
STA 314+00.00
80 80
90 90
100 100
110 110
120 120
STA 315+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
19 92
10.19
.5
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.4
E L
E V
A T
IO
N
.5
3:1 55.65
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
1.
O F
F S
E T
.9
E L
E V
A T
IO
N
.3
3:1
229.67
TO R.O.W
.4
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.3
E L
E V
A T
IO
N
.5
3:1 56.32
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.2
E L
E V
A T
IO
N
.5
3:1
230.60
TO R.O.W
.3
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.3
E L
E V
A T
IO
N
.5
3:1 56.99
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.3
E L
E V
A T
IO
N
.8
3:1
231.86
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:0
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 316+00.00
80 80
90 90
100 100
110 110
120 120
STA 317+00.00
80 80
90 90
100 100
110 110
120 120
STA 318+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
20 92
10.20
.5
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.2
E L
E V
A T
IO
N
.5
3:1
57.66
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.3
E L
E V
A T
IO
N
.4
3:1
231.18
TO R.O.W
.4
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.1
E L
E V
A T
IO
N
.5
3:1
58.33
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.3
E L
E V
A T
IO
N
.4
3:1
231.40
TO R.O.W
.4
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
3:1
59.21
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.3
E L
E V
A T
IO
N
.7
3:1
229.61
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:1
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 319+00.00
90 90
100 100
110 110
120 120
STA 320+00.00
80 80
90 90
100 100
110 110
120 120
STA 321+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
21 92
10.21
.4
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.4
E L
E V
A T
IO
N
.3
3:1
120.76
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.5
E L
E V
A T
IO
N
.3
3:1
226.47
TO R.O.W
.6
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.1
E L
E V
A T
IO
N
.4
3:1
157.30
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.5
E L
E V
A T
IO
N
.6
3:1
223.84
TO R.O.W
.7
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.1
E L
E V
A T
IO
N
.7
3:1
159.27
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.8
E L
E V
A T
IO
N
.5
3:1
226.59
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:1
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 322+00.00
90 90
100 100
110 110
120 120
STA 323+00.00
90 90
100 100
110 110
120 120
STA 324+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
22 92
10.22
.6
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.2
E L
E V
A T
IO
N
.0
3:1
172.05
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.4
E L
E V
A T
IO
N
.9
3:1
228.11
TO R.O.W
.3
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.4
E L
E V
A T
IO
N
.9
3:1
162.42
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.1
E L
E V
A T
IO
N
.0
3:1
228.44
TO R.O.W
.2
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.8
E L
E V
A T
IO
N
.1
3:1
109.22
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.2
E L
E V
A T
IO
N
.9
3:1
231.42
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:1
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 325+00.00
80 80
90 90
100 100
110 110
120 120
STA 326+00.00
80 80
90 90
100 100
110 110
120 120
STA 327+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
23 92
10.23
.3
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.4
E L
E V
A T
IO
N
.1
3:1
74.35
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.7
E L
E V
A T
IO
N
.7
3:1
231.06
TO R.O.W
.4
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
3:1
70.48
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.7
E L
E V
A T
IO
N
.0
3:1
229.16
TO R.O.W
.4
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.7
E L
E V
A T
IO
N
.6
3:1
71.43
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.4
E L
E V
A T
IO
N
.7
3:1
228.50
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:1
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 328+00.00
80 80
90 90
100 100
110 110
120 120
STA 329+00.00
80 80
90 90
100 100
110 110
120 120
STA 330+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
24 92
10.24
.5
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.2
E L
E V
A T
IO
N
.1
3:1
70.65
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.5
E L
E V
A T
IO
N
.7
3:1
228.50
TO R.O.W
.5
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.5
E L
E V
A T
IO
N
.7
3:1
70.02
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.1
E L
E V
A T
IO
N
.1
3:1
227.02
TO R.O.W
.4
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.7
E L
E V
A T
IO
N
.3
3:1
72.60
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.9
E L
E V
A T
IO
N
.8
3:1
226.29
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 331+00.00
80 80
90 90
100 100
110 110
120 120
STA 332+00.00
90 90
100 100
110 110
120 120
STA 333+00.00
90 90
100 100
110 110
120 120
STA 334+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
25 92
10.25
.4
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
3:1
70.90
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.8
E L
E V
A T
IO
N
.8
3:1
226.45
TO R.O.W
.1
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.1
E L
E V
A T
IO
N
.4
3:1
71.58
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.1
E L
E V
A T
IO
N
.7
3:1
226.32
TO R.O.W
.1
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.1
E L
E V
A T
IO
N
.0
3:1
161.46
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.5
E L
E V
A T
IO
N
.9
3:1
227.54
TO R.O.W
.9
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.4
E L
E V
A T
IO
N
.6
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.2
E L
E V
A T
IO
N
.6
3:1
221.78
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 335+00.00
90 90
100 100
110 110
120 120
STA 336+00.00
90 90
100 100
110 110
120 120
STA 337+00.00
90 90
100 100
110 110
120 120
STA 338+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
26 92
10.26
.5
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.4
E L
E V
A T
IO
N
.5
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.3
E L
E V
A T
IO
N
.9
3:1
142.69
TO R.O.W
.4
.5
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.8
E L
E V
A T
IO
N
.4
3:1
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.8
E L
E V
A T
IO
N
.7
3:1
159.87
TO R.O.W
.1
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.3
E L
E V
A T
IO
N
.5
3:1
309.38
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.2
E L
E V
A T
IO
N
.5
3:1
183.00
TO R.O.W
.2
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
3:1
274.95
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.1
E L
E V
A T
IO
N
.2
3:1
211.97
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 339+00.00
80 80
90 90
100 100
110 110
120 120
STA 340+00.00
80 80
90 90
100 100
110 110
120 120
STA 341+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
27 92
10.27
.3
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.6
E L
E V
A T
IO
N
.0
3:1
232.62
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.3
E L
E V
A T
IO
N
.4
3:1
219.84
TO R.O.W
.3
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.7
E L
E V
A T
IO
N
.9
3:1 200.81
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.3
E L
E V
A T
IO
N
.7
3:1
227.93
TO R.O.W
.2
.3
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.4
E L
E V
A T
IO
N
.6
3:1
106.98
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.2
E L
E V
A T
IO
N
.7
3:1
226.13
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:2
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 342+00.00
80 80
90 90
100 100
110 110
120 120
STA 343+00.00
80 80
90 90
100 100
110 110
120 120
STA 344+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
28 92
10.28
.0
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.5
E L
E V
A T
IO
N
.9
3:1
96.34
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.1
E L
E V
A T
IO
N
.7
3:1
227.37
TO R.O.W
.1
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
3:1
108.50
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.7
E L
E V
A T
IO
N
.5
3:1
230.89
TO R.O.W
.0
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.6
E L
E V
A T
IO
N
.1
3:1
109.25
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.7
E L
E V
A T
IO
N
.4
3:1
231.99
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
80 80
90 90
100 100
110 110
120 120
STA 345+00.00
90 90
100 100
110 110
120 120
STA 346+00.00
90 90
100 100
110 110
120 120
STA 347+00.00
90 90
100 100
110 110
120 120
STA 348+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
29 92
10.29
.9
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.3
E L
E V
A T
IO
N
.2
3:1
96.06
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.1
E L
E V
A T
IO
N
.6
3:1
236.73
TO R.O.W
.0
.1
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.8
E L
E V
A T
IO
N
.3
3:1
89.14
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.6
E L
E V
A T
IO
N
.7
3:1
253.55
TO R.O.W
.8
.0
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.6
E L
E V
A T
IO
N
.7
3:1
61.70
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.2
E L
E V
A T
IO
N
.1
3:1
313.55
TO R.O.W
.4
.0
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.8
E L
E V
A T
IO
N
.6
3:1
63.12
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.8
E L
E V
A T
IO
N
.9
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 349+00.00
90 90
100 100
110 110
120 120
STA 350+00.00
90 90
100 100
110 110
120 120
STA 351+00.00
90 90
100 100
110 110
120 120
STA 352+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
30 92
10.30
.6
.0
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
3:1
29.02
TO R.O.W O
F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.8
E L
E V
A T
IO
N
.2
3:1
320.93
TO R.O.W
.4
.9
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.7
E L
E V
A T
IO
N
.5
3:1
29.08
TO R.O.W O
F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.2
E L
E V
A T
IO
N
.0
3:1
334.44
TO R.O.W
.4
.9
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
3:1
26.55
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.4
E L
E V
A T
IO
N
.3
3:1
349.51
TO R.O.W
.4
.9
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.5
E L
E V
A T
IO
N
.5
3:1
25.81
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
3:1
249.19
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:3
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 353+00.00
90 90
100 100
110 110
120 120
STA 354+00.00
90 90
100 100
110 110
120 120
STA 355+00.00
90 90
100 100
110 110
120 120
STA 356+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
31 92
10.31
.4
.8
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.8
E L
E V
A T
IO
N
.7
3:1
14.35
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
O F
F S
E T
.6
E L
E V
A T
IO
N
.1
3:1
250.73
TO R.O.W
.5
.8
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.7
E L
E V
A T
IO
N
.7
3:1
14.25
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.5
E L
E V
A T
IO
N
.1
3:1
250.93
TO R.O.W
.4
.7
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
3:1
24.69
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.6
O F
F S
E T
.5
E L
E V
A T
IO
N
.7
3:1
250.00
TO R.O.W
.3
.7
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.5
E L
E V
A T
IO
N
.7
3:1
14.01
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.3
E L
E V
A T
IO
N
.1
3:1
251.36
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 357+00.00
90 90
100 100
110 110
120 120
STA 358+00.00
90 90
100 100
110 110
120 120
STA 359+00.00
90 90
100 100
110 110
120 120
STA 360+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
32 92
10.32
.2
.7
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.4
E L
E V
A T
IO
N
.7
3:1
13.88
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.2
E L
E V
A T
IO
N
.4
3:1
249.51
TO R.O.W
.3
.6
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.2
E L
E V
A T
IO
N
.7
3:1
13.79
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
O F
F S
E T
.8
E L
E V
A T
IO
N
.2
3:1
249.03
TO R.O.W
.5
.6
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.2
E L
E V
A T
IO
N
.3
3:1
24.57
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.4
E L
E V
A T
IO
N
.3
3:1
249.46
TO R.O.W
.5
.5
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.7
3:1
13.56
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
3:1
249.02
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 361+00.00
90 90
100 100
110 110
120 120
STA 362+00.00
90 90
100 100
110 110
120 120
STA 363+00.00
90 90
100 100
110 110
120 120
STA 364+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
33 92
10.33
.6
.5
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.8
E L
E V
A T
IO
N
.1
3:1
23.52
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.4
O F
F S
E T
.8
E L
E V
A T
IO
N
.1
3:1
249.25
TO R.O.W
.4
.5
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.8
E L
E V
A T
IO
N
.7
3:1
13.34
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.2
E L
E V
A T
IO
N
.6
3:1
250.93
TO R.O.W
.3
.4
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.3
E L
E V
A T
IO
N
.8
3:1
10.66
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.3
O F
F S
E T
.8
E L
E V
A T
IO
N
.0
3:1
249.49
TO R.O.W
.0
.4
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.2
E L
E V
A T
IO
N
.2
3:1
47.52
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.0
E L
E V
A T
IO
N
.5
3:1
239.35
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 365+00.00
90 90
100 100
110 110
120 120
STA 366+00.00
90 90
100 100
110 110
120 120
STA 367+00.00
90 90
100 100
110 110
120 120
STA 368+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
34 92
10.34
.4
.3
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.2
E L
E V
A T
IO
N
.4
3:1
24.29
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
O F
F S
E T
.1
E L
E V
A T
IO
N
.8
3:1
252.32
TO R.O.W
.9
.3
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.3
E L
E V
A T
IO
N
.0
3:1
28.99
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.1
O F
F S
E T
.6
E L
E V
A T
IO
N
.2
3:1
241.92
TO R.O.W
.6
.2
R .O
.W . O
F F
S E
T .0
E L
E V
A T
IO
N
.0
O F
F S
E T
.7
E L
E V
A T
IO
N
.8
3:1
46.31
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.3
E L
E V
A T
IO
N
.6
3:1
240.33
TO R.O.W
.7
.1
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.5
E L
E V
A T
IO
N
.5
3:1
18.34
TO R.O.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
O F
F S
E T
.2
E L
E V
A T
IO
N
.2
3:1
239.49
100100
100100
110110
110110
120120
120120 n p r o j e c t u u w o r k i n g f i l e s d g n
S L
V X
S M
F N
.d g n
STATE COUNTY
TEXAS
DRAWN BY:
PROJECT NO.
SHEET
NO.
CHECKED BY:
:5
:4
A
M
SHEET OF SHEET
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
SUBJECT TO REVISION
PRELIMINARY
It is not to be used for bidding, construction, or permit purposes.
5/28/2009
This document is released for the purpose of interim review only under the authority of:
P.E. 100029 on
DANIEL GARCES
IBM09T0018
F L
O O
D W
A Y
...\dgn\0450514SLVXS(MFN1).dgn
L A
N D
S
ID
E
Engineering Management Technology
CONSTRUCTION TO PREVENT WATER FROM
PONDING WITHIN OR ADJACENT TO THE LEVEE
STRUCTURE.
IT IS INTENDED THAT THE FINAL SECTION OF
THE PROPOSED LEVEE SHALL FACILITATE
RAPID DRAINAGE AWAY FROM THE LEVEE
STRUCTURE.
90 90
100 100
110 110
120 120
STA 369+00.00
90 90
100 100
110 110
120 120
STA 370+00.00
90 90
100 100
110 110
120 120
STA 371+00.00
90 90
100 100
110 110
120 120
STA 372+00.00
SCALE: H : 1"=10’
V : 1"=10’
PROP CROSS SECTIONS
MAIN FLOODWAY NORTH (MFN1)
35 92
10.35
.6
.1
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.6
E L
E V
A T
IO
N
.9
2.5:1
30.04
TO R.O.W O
F
F S
E T
.0
E L
E V
A T
IO
N
.9
O F
F S
E T
.0
E L
E V
A T
IO
N
.2
3:1
239.79
TO R.O.W
.4
.0
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.0
E L
E V
A T
IO
N
.0
2.5:1
30.42
TO R.O.W O
F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.3
E L
E V
A T
IO
N
.1
3:1
239.65
TO R.O.W
.2
.9
R .O
.W
O F
F S
E T
.0
E L
E V
A T
IO
N
.8
O F
F S
E T
.1
E L
E V
A T
IO
N
.9
2.5:1
30.05
TO R.O.W O
F
F S
E T
.0
E…
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