02.21-02.34_MFS1_CS_SIGNED.PDF
PDF 5 MB Posted
- Attached to
- RECOVERY - Construct Main Floodway Levees (23rd St - FM 1015) Federal contract opportunity
- Solicitation number
- IBM09B0005
About this file
02.21
View the file
Other files for this federal contract opportunity
Show all 50
RECOVERY - Construct Main Floodway Levees (23rd St - FM 1015) has more files on GovTribe.
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
240+
250+00
260+00
270+00
280+00
290+00 300+00
310+00
320+00 330+00
MFS1-3201
MFS1-3202
MFS1-3203
MFS1-3204
MFS1-3205
MFS1-3206
MFS1-3207
MFS1-3208
MFS1-3209
MFS1-3210
B R
ID
G
E D
E C
K
350+00 360+00 370+00 380+00
390+00
410+00
420+00
430+00
MFS1-3211
MFS1-3212
MFS1-3213 MFS1-3214
MFS1-3215
M F S -3
M
FS1-3
M
FS1-3
MFS1-3219
M A
T C
H L
I N
E S
T A
. 3
M A
T C
H L
I N
E S
T A
. 3
M A
T C
H L
IN
E
S T
A
SCALE IN FEET
500’ 1000’ 1500’
S H
F .M
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
DIRT ROAD
D
IR
T R
OAD
DIRT ROAD
D
IR
T R
OAD
P O
T
.3
02.21
N S
B I n f r a s t r u c t u r e
C
A D
B
M M
F S
M
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:2
:0
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
TEL (281) 257-4020
FAX (281) 257-4021
NOTES:
1. HORIZONTAL DATUM - NAD83(CORS96 EPOCH 2002.00),
TEXAS SOUTH ZONE (4205)
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JH CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
450+00
460+00
470+00 480+00
490+00
500+00
510+00
520+00
530+00
M
FS1-3220
M
FS1-3221
M
FS1-3222
MFS1-3223
MFS1-3224
MFS1-3225
MFS1-3226
MFS1-3227
MFS1-3228
550+00
560+00
570+00 580+00
600+00
610+00
620+00
630+00
MFS1-3229
MFS1-3230
MFS1-3231
MFS1-3232
M F S -3
MFS1-3234
MFS1-3235
MFS1-3236
MFS1-3237
M A
T C
H L
IN
E
S T
A
M A
T C
H L
I N
E S
T A
M A
T C
H L
I N
E S
T A
M A
T C
H L
I N
E S
T A
SCALE IN FEET
500’ 1000’ 1500’
U .S
V E
T E
R A
N S
R O
A D
F .M
IB
W
C R .O
.W
IB
W
C R .O
.W
IBWC R.O.W.
IBWC R.O.W.
DIRT ROAD
DIR
T ROAD
DIRT ROAD
DIRT ROAD
02.22
N S
B I n f r a s t r u c t u r e
C
A D
B
M M
F S
M
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:2
:2
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JH CHECKED BY: DB
SURVEY CONTROL SHEETS
650+00
660+00
670+00
680+00 690+00
700+00
710+00
720+00
730+00
MFS1-3238
MFS1-3239
M
FS1-3240
M
FS1-3241
MFS1-3242
MFS1-3243
MFS1-3244
MFS1-3245
750+00
760+00
770+00
780+00
800+00
810+00
820+00
830+00
M
FS1-3
M
FS1-3
M
FS1-3
MFS1-3249
M
FS1-3250
MFS1-3251
MFS1-3252
MFS1-3253
M
FS1-3254
790+00
M A
T C
H L
IN
E
S T
A
M A
T C
H L
I N
E S
T A
M A
T C
H L
I N
E S
T A
M A
T C
H L
IN
E
S T
A
SCALE IN FEET
500’ 1000’ 1500’
F .M
. 9
7 IBWC R.O.W.
IBWC R.O.W.
IBW
C R.O
.W
IBW
C R.O
.W
DIRT ROAD
DIRT ROAD
D
IR
T R
OAD
DIRT ROAD
02.23
N S
B I n f r a s t r u c t u r e
C
A D
B
M M
F S
M
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:2
:4
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JH CHECKED BY: DB
SURVEY CONTROL SHEETS
860+
890+00
900+00
930+00
M F S -3
M
FS1-3256
MFS1-3257
MFS1-3258
MFS1-3259
MFS1-3260
MFS1-3261 MFS1-3262 MFS1-3263
870+00
880+00
910+00 920+00
950+00
960+00
970+00
980+00
990+00
1000+00
1010+00
1020+00
1030+00
MFS1-3264
MFS1-3265
MFS1-3266
MFS1-3267
M
FS1-3268
M
FS1-3269
M
FS1-3270
MFS1-3271
MFS1-3272
M A
T C
H L
IN
E
S T
A
M A
T C
H L
I N
E S
T A
M A
T C
H L
I N
E S
T A
M A
T C H
L
IN
E S
T A
SCALE IN FEET
500’ 1000’ 1500’
F .M
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
DIRT ROAD
DIRT ROAD
D
IR
T R
O A
D
DIRT ROAD
02.24
N S
B I n f r a s t r u c t u r e
C
A D
B
M M
F S
M
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:3
:0
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JH CHECKED BY: DB
SURVEY CONTROL SHEETS
1050+00
1060+00
1070+00
1080+00 1090+00
MFS1-3273
MFS1-3274
MFS1-3275
MFS1-3276
MFS1-3277
M F S -3
M F S -3
M F S -3
M F S -3
1150+00
1160+00 1
1190+
1200+
1210+00
1220+
1230+00
MFS1-3282
M F S -3
M F
S -3
M F S -3
M F S 1-3
M F S 1-3
M
FS1-3288
MFS1-3289
M A
T C
H L
I N
E S
T A
M A
T C
H L
IN
E
S T
A
M A
T C
H L
I N
E S
T A
M A
T C H
L
IN
E S
T A
SCALE IN FEET
500’ 1000’ 1500’
IBWC R.O.W.
IBWC R.O.W.
IB
W
C R
.O .W
DIRT ROAD
D
IR
T R
O A
D
IB
W
C R
.O .W
DIRT ROAD
D
IR
T R
O A
D
02.25
N S
B I n f r a s t r u c t u r e
C
A D
B
M M
F S
M
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:3
:2
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JH CHECKED BY: DB
SURVEY CONTROL SHEETS
1260+00
1270+00 1280+00 1290+00 1300+00
1310+00
1320+00 1330+00
M F
S
MFS1-3291
MFS1-3292
MFS1-3293
MFS1-3294
MFS1-3295
MFS1-3296 MFS1-3297 MFS1-3298
1350+00 1360+00
1380+00
1390+00
MFS1-3299
MFS1-4001
M F S -4
M
FS1-4003
M
FS1-4004
M A
T C
H L
I N
E S
T A
MATCHLINE STA. 1240+00
M A
T C
H L
I N
E S
T A
SCALE IN FEET
500’ 1000’ 1500’
F .M
B R
ID
G
E D
E C
K
F .M
. 1
IBWC R.O.W.
IBWC R.O.W.
IB
W
C R .O
.W
IB
W
C R .O
.W
DIR
T ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
P O
T
.4
02.26
N S
B I n f r a s t r u c t u r e
C
A D
B
M M
F S
M
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:3
:5
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JH CHECKED BY: DB
SURVEY CONTROL SHEETS
N
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:5
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
2. VERTICAL DATUM - NAVD88.
3. UNITS - US SURVEY FEET.
4. ALL COORDINATES VALUES AND DISTANCES ARE GRID.
5. STATIONS AND OFFSETS ARE BASED ON THE LEVEE BASELINE.
6. BASELINE INFORMATION WAS PROVIDED BY S&B Infrastructure, Ltd.
7. RIGHT OF WAY INFORMATION WAS PROVIDED BY OTHERS.
8. DENOTES BENCHMARK SET.
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
29.7’
MKR.
MFS1-3201
SCALE 1"=100’
100500 25
24’
DIRT ROAD
DIRT ROAD
P T
.2
PI 250+00
.1
373.1’
MFS1-3202
195.7
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.1
260+00 255+00
13.1’
11.8’ FENCE
MFS1-3203
DIRT ROAD
SCALE 1"=100’
100500 25
PI
265+00 270+00
P T
.7
IBWC R.O.W.
IBWC R.O.W.
ISP
W/PUMP
CONC.
BOX
62.1’
423.2’
382.5’
MFS1-3204
DIRT ROAD
SCALE 1"=100’
100500 25
280+00
IBWC R.O.W.
IBWC R.O.W.
SCALE 1"=100’
100500 25
ISP
POLE
428.5’
320.2’
MFS1-3205
.4
STAND PIPE
DIRT ROAD
DIRT ROAD
P C
.7
P T
.5
PI
PI
290+00
P C
.4
IBWC R.O.W.
IBWC R.O.W.
ISP
FENCE
SIGN
16.7’
.1
MFS1-3206
SCALE 1"=100’
100500 25
DIRT ROAD
P C
.4
P T
.3
PI
P O
T
.3
P O
T
.0
P O
T
.0
P O
T
.8
P O
T
.9
295+00
P O
T
.8
IBW
C R.O.W
IBWC R.O.W.
POLE
POLE
465.1’
MFS1-3207
.3
DIRT ROAD
SCALE 1"=100’
100500 25
P T
.3
305+00
IBWC R.O.W.
IBW
C R.O.W
51.4’
MFS1-3208
DIRT ROAD
SCALE 1"=100’
100500 25
315+00 320+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
ISP
ISP
13.0’
HEADWALL
47.7’
ISP CONC.
BOX
MFS1-3209
DIRT ROAD
SCALE 1"=100’
100500 25
PI
P C
.8
P T
.0
PI
325+00
P C
.8
P T
.4
IBWC R.O.W.
IBW
C R.O.W
ISP
R
C P
43.6’
UTIL. MKR.
509.7’
489.9’
MFS1-3210
SCALE 1"=100’
100500 25
VALVE DIRT ROAD
DIRT ROAD
P T
.1
335+00 340+00
IBWC R.O.W.
IBWC R.O.W.
52.7’
ISP
VALVE
521’
UTIL.
MKR.
426.4’
MFS1-3211
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
345+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
R
C P
44.2’
VALVE
UTIL. MKR.
219.4’
.7
MFS1-3212
SCALE 1"=100’
100500 25
DIRT ROAD
PI
355+00
P T
.8
IBWC R.O.W.
IBWC R.O.W.
ISP
42.5’ VALVE
UTIL. MKR.
442.5’
436.6’
MFS1-3213
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
DIRT ROAD
365+00 370+00
IBWC R.O.W.
IBWC R.O.W.
770’+- TO F.M. 206141.6’
MFS1-3214
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
375+00 380+00
IBWC R.O.W.
IBWC R.O.W.
54.6’
SIGN
SIGN
207.0’
258.8’
MFS1-3215
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.3
385+00
390+00
IBWC R.O.W.
STRUCTURE
.3
.4
MFS1-3216
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P T
.5
PI
405+00
P C
.3
IBWC R.O.W.
IBWC R.O.W.
MFS1-3201 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 150’ +/- East of SP115
MFS1-3202 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of SP 115
MFS1-3203 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4 Miles East of SP 115
MFS1-3204 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of SP 115
MFS1-3205 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of SP 115
MFS1-3206 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 150’ +/- East of SH 336
MFS1-3207 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of SH 336
MFS1-3208 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.45 Miles East of SH 336
MFS1-3209 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of SH 336
MFS1-3210 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of SH 336
MFS1-3211 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0 Miles East of SH 336
MFS1-3212 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of SH 336
MFS1-3213 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of SH 336
MFS1-3214 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of SH 336
MFS1-3215 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 300’ +/- East of FM 2061
MFS1-3216 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.3 Miles East of FM 2061
F .M
. 2
S H
PIPI
02.27
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:1
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
ISP
ISP
VALVE
41.8’ 142.6’
150.4’
MFS1-3217
SCALE 1"=100’
100500 25
DIRT ROADVALVE
P T
.7
415+00
420+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
ISP
36" STANDPIPE
VALVE
26.8’
57.7’
PIPE
MFS1-3218
.6
SCALE 1"=100’
100500 25
DIRT ROAD
430+00
435+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
ISP
36" STANDPIPE
VALVE
38.0’ 492.8’
MFS1-3219
485.5’
SCALE 1"=100’
100500 25
DIRT ROAD
PI
435+00
IBWC R.O.W.
IBWC R.O.W.
STANDPIPE 43.6’
52.9’
94.5’
30" STANDPIPE
MFS1-3220
IS
P
IS
P
SCALE 1"=100’
100500 25
DIRT ROAD445+00 450+00
IBWC R.O.W.
IBWC R.O.W.
36.5’
27.3’
SIGN
SIGN
.0
MFS1-3221
SCALE 1"=100’
100500 25
U . S
. 2
1 DIRT ROAD
P O
T
.3
P O
T
.9
P O
T
.5
455+00 460+00
IBWC R.O.W.
IBWC R.O.W.
SIGN UTIL. MKR.27.8’
IRRIGATION VALVE
107.9’
MFS1-3222
IS
P
IS
P
97.8’
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
U . S
. 2
P O
T
.5
P O
T
.4
460+00
465+00
IBWC R.O.W.
IBWC R.O.W.
UTIL. MKR.
FH
IRRIGATION VALVE
.1
’201.9
’ MFS1-3223
IS
P
30.0’
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
475+00
P C
.4
P T
.6
PI
IBWC R.O.W.
IBWC R.O.W.
VEG. TREE
.6
’ MFS1-3224
.6
DIRT ROAD
43.4’
D
IR
T R
O A
D
SCALE 1"=100’
100500 25
485+00
TREE
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
ISP
4’ STANDPIPE
42.5’
MFS1-3225
74.6’
70.4
SCALE 1"=100’
100500 25
DIRT ROAD
VALVE
495+00 500+00
IBWC R.O.W.
IBWC R.O.W.
46.5’
8.7’
PI
471.4’
MFS1-3226
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
505+00 510+00
IBWC R.O.W.
IBWC R.O.W.
PI
.5
MFS1-3227
24.8’
187.6’
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D
V E
T E
R A
N S
R O
A D
520+00
P O
T
.3
525+00
IBWC R.O.W.
IBWC R.O.W.
UTIL. MKR.
END PIPE
PIPE60.4’
.0
MFS1-3228
ISP
ISP
.3
SCALE 1"=100’
100500 25
DIRT ROAD
P O
T
.7
4 535+00
IBWC R.O.W.
IBWC R.O.W.
PIPE
.7
MFS1-3229
.0
SCALE 1"=100’
100500 25
DIRT ROAD
545+00
IBWC R.O.W.
IBWC R.O.W.
U T
IL
. M
K R
PI
74.9’
MFS1-3230
SCALE 1"=100’
100500 25
.5
DIRT ROAD
38.9’
P C
.5
P T
.1
PI
560+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
WV
GATE
50.8’
STAND PIPE153.0’
.3
MFS1-3231 SCALE 1"=100’
100500 25
DIRT ROAD
P O
T
.0
570+00
IBWC R.O.W.
IBWC R.O.W.
MFS1-3232
DIRT ROAD
SCALE 1"=100’
100500 25
P C
.8
P T
.0
PI
580+00
IBWC R.O.W.
IBW
C R.O.W
MFS1-3217 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.55 Miles East of FM 2061
MFS1-3218 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.85 Miles East of FM 2061
MFS1-3219 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.95 Miles East of FM 2061
MFS1-3220 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1 Miles East of FM 2061
MFS1-3221 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 200’ +/- West of US 281
MFS1-3222 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee MFS1 and US 281
MFS1-3223 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1400’ +/- East of US 281
MFS1-3224 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.5 Miles East of US 281
MFS1-3225 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.7 Miles East of US 281
MFS1-3226 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.95 Miles East of US 281
MFS1-3227 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of US 281
MFS1-3228 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of US 281
MFS1-3229 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of US 281
MFS1-3230 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.9 Miles East of US 281
MFS1-3231 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.1 Miles East of US 281
MFS1-3232 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.3 Miles East of US 281
02.28
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:4
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
UTIL. MKR.
MFS1-3233
406.9’
.9
DIRT ROAD
SCALE 1"=100’
100500 25
590+00
IBWC R.O.W.
IBWC R.O.W.
UNIDENT.
STRUCT.
SIGN
50.7’
488.6’
MFS1-3234
600.0’
SCALE 1"=100’
100500 25
DIRT ROAD
F .M
P O
T
.1
600+00
IBWC R.O.W.
IBWC R.O.W.
PIPE
57.5’
MFS1-3235
.5
DIRT ROAD
PI
615+00
P C
.0
P T
.8
SCALE 1"=100’
100500 25
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
ISP
ISPSTAND PIPE
52.2’
IRRIGATION VALVE
210.0’
MFS1-3236
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.8
P O
T
.9
S75%%d27’11.43"E625+00
IBWC R.O.W.
IBWC R.O.W.
STRUCTURE PIPESTRUCTURE PIPE
MFS1-3237
.5
SCALE 1"=100’
100500 25
DIRT ROAD
.1
P O
T
.1
P O
T
.5
635+00
640+00
IBWC R.O.W.
ISP
H E
A D
W A
L L
VALVE
215.3’
223.3’
.8
MFS1-3238
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.5
P O
T
.5
P O
T
.2
650+00
IBWC R.O.W.
IBWC R.O.W.
STRUCTURE PIPE
.2
.5
MFS1-3239
D
IR
T R
O A
D
SCALE 1"=100’
100500 25
P T
.2
PI
655+00
P C
.3
IBWC R.O.W.
IS
P
IS
P
IS
P
52.7’
VALVE
MFS1-3240
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.5
670+00
P O
T
.9
IBWC R.O.W.
IBWC R.O.W.
IS
P
47.1’
END PIPE
21.8’
67.3’
MFS1-3241
SCALE 1"=100’
100500 25
VALVE
DIRT ROAD
P O
T
.9
P O
T
.1
680+00
P O
T
.5
IBWC R.O.W.
IBWC R.O.W.
ISP
69.6’
MFS1-3242
SCALE 1"=100’
100500 25
DIRT ROAD
PIPE
VALVE
P T
.2
PI
P O
T
.4
700+00
P C
.3
P O
T
.2
IBW
C R.O.W
IBW
C R.O.W
61.7’
MFS1-3243
DIRT ROAD
SCALE 1"=100’
100500 25
P C
.2
705+00 710+00
IBWC R.O.W.
IBWC R.O.W.
ISP
END PIPE
58.9’
MFS1-3244
160.1’
SCALE 1"=100’
100500 25
VALVE
DIRT ROAD
P O
T
.4
P O
T
.2
P O
T
.6
P O
T
.2
725+00
IBWC R.O.W.
IBWC R.O.W.
75.3’
MFS1-3245
DIRT ROAD
SCALE 1"=100’
100500 25
P T
.5
PI
735+00
740+00
P C
.3
IBWC R.O.W.
IBWC R.O.W.
75.9’
MFS1-3246
DIRT ROAD
SCALE 1"=100’
100500 25
750+00
IBWC R.O.W.
IBWC R.O.W.
UTIL. MKR.
63.7’
219.5
MFS1-3247
DIRT ROAD
SCALE 1"=100’
100500 25
760+00
IBWC R.O.W.
IBWC R.O.W.
56.4’
PIPE
MFS1-3248
SCALE 1"=100’
100500 25
DIRT ROAD
770+00
IBWC R.O.W.
IBWC R.O.W.
MFS1-3233 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 500’ +/- West of FM 2557
MFS1-3234 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 600’ +/- East of FM 2557
MFS1-3235 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.3 Miles East of FM 2557
MFS1-3236 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.5 Miles East of FM 2557
MFS1-3237 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.75 Miles East of FM 2557
MFS1-3238 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.95 Miles East of FM 2557
MFS1-3239 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1 Miles East of FM 2557
MFS1-3240 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.3 Miles East of FM 2557
MFS1-3241 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.1 Miles West of FM 907
MFS1-3242 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of FM 907
MFS1-3243 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.45 Miles East of FM 907
MFS1-3244 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.7 Miles East of FM 907
MFS1-3245 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0 Miles East of FM 907
MFS1-3246 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of FM 907
MFS1-3247 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of FM 907
MFS1-3248 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of FM 907
IBWC R.O.W.
02.29
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:0
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
END PIPE
123.8
59.7’
322.4’
MFS1-3249
SCALE 1"=100’
100500 25
DIRT ROAD
P C
.2
780+00
785+00
P T
.1
PI
IB
W
C R .O
.W
IBW
C R.O.W
IB
W
C R .O
.W
59.4’
POLE
MFS1-3250
313.1’
SCALE 1"=100’
100500 25
DIRT ROAD
795+00
IBWC R.O.W.
IBWC R.O.W.
40.3’
22.6’
END PIPE
PI
MFS1-3251
SCALE 1"=100’
100500 25
END PIPE
DIRT ROAD
P O
T
.5
P O
T
.5
805+00
P O
T
.2
810+00
IBWC R.O.W.
IBWC R.O.W.
43.5’
MFS1-3252
SCALE 1"=100’
100500 25
DIRT ROAD
P C
.7
P T
.6
PI
820+00
IBWC R.O.W.
IBWC R.O.W.
43.4’
40.0’
PIPE
MFS1-3253
I S
P
17.5’
DIRT ROAD
DIRT ROAD
VALVE
SCALE 1"=100’
100500 25
P T
.8
PI
830+00
P C
.7
IBWC R.O.W.
IBWC R.O.W.
MFS1-3254
I S
P
88.1’ 49.0’
VALVE
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.6
P O
T
.8
P O
T
.7
840+00
IBWC R.O.W.
IBWC R.O.W.
MFS1-3255
.6
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.3
850+00
IBWC R.O.W.
IBWC R.O.W.
STANDPIPE
MFS1-3256
I S
P
170.6
SCALE 1"=100’
100500 25
DIRT ROAD5
.1
P C
.3
P T
.7
PI
P O
T
.3
P O
T
.4
860+00
IBWC R.O.W.
IB
W
C R .O
.W
108.3’
MFS1-3257
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.3
P C
.4
875+00 870+00
IBWC R.O.W.
IBWC R.O.W.
IS
P
PIPE
371.4’
MFS1-3258
VALVE
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P O
T
.6
P O
T
.1
885+00
IBWC R.O.W.
IBWC R.O.W.
IS
P
G A
S L
IN
E
PIPE
298.2’
MFS1-3259
304.1’
VALVE
SCALE 1"=100’
100500 25
DIRT ROAD
PI
P O
T
.7
2 895+00
P T
.5
IBWC R.O.W.
IS
P
IRRIGATION
VALVE
PIPE
146.7’
159.4’
.9
MFS1-3260
DIRT ROAD
SCALE 1"=100’
100500 25
P C
.4
P T
.9
PI
905+00
910+00
P O
T
.8
P C
.8
IBWC R.O.W.
IBWC R.O.W.
.2
.2
PIPE
MFS1-3261
SCALE 1"=100’
100500 25
DIRT ROAD
915+00
IBWC R.O.W.
IBWC R.O.W.
.6
MFS1-3262
SCALE 1"=100’
100500 25
DIRT ROAD
925+00 930+00
IBWC R.O.W.
IBWC R.O.W.
41.4’ 23.1’
PIPE
SIGN
.1
MFS1-3263
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P O
T
.2
935+00 940+00
IBWC R.O.W.
IBWC R.O.W.
IS
P
IS
P
IS
P
END PIPE
STANDPIPE
.6
71.8
58.7’
MFS1-3264
SCALE 1"=100’
100500 25
VALVE
P C
.0
P T
.6
945+00
950+00
PI
IBWC R.O.W.
IBWC R.O.W.
MFS1-3249 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8 Miles East of FM 907
MFS1-3250 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.0 Miles East of FM 907
MFS1-3251 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.3 Miles East of FM 907
MFS1-3252 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.5 Miles East of FM 907
MFS1-3253 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.7 Miles East of FM 907
MFS1-3254 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.9 Miles East of FM 907
MFS1-3255 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.1 Miles East of FM 907
MFS1-3256 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.3 Miles East of FM 907
MFS1-3257 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.5 Miles East of FM 907
MFS1-3258 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.75 Miles East of FM 907
MFS1-3259 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.95 Miles East of FM 907
MFS1-3260 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.15 Miles East of FM 907
MFS1-3261 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.4 Miles East of FM 907
MFS1-3262 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.6 Miles East of FM 907
MFS1-3263 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.75 Miles East of FM 907
MFS1-3264 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.95 Miles East of FM 907
PI
02.30
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:2
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
KINDER
MORGAN
GASLINE
MKR.
24.7’
MFS1-3265
499.1’
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
955+00 960+00
IBWC R.O.W.
IBWC R.O.W.
16.7’
MFS1-3266
.6
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
970+00
IBWC R.O.W.
IBWC R.O.W.
11.9’
FENCE
MFS1-3267
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
980+00
IBWC R.O.W.
IBWC R.O.W.
IS
P
301.1’
291.0’
.2
MFS1-3268
SCALE 1"=100’
100500 25
PIPE
VALVE DIRT ROAD
DIRT ROAD
P C
.2
PI
990+00
P T
.8
IBWC R.O.W.
IBWC R.O.W.
15.7’ 15.9’
POLE
MFS1-3269
29.0’
SCALE 1"=100’
100500 25
F . M
. 4
DIRT ROAD
1000+00 1005+00
IBWC R.O.W.
IBWC R.O.W.
IS
P
IS
P
338.8’46.7’
STAND PIPE
322.3’
MFS1-3270
VALVE
DIRT ROAD
SCALE 1"=100’
100500 25
PI
1015+00
P C
.1
P T
.0
IBWC R.O.W.
IBWC R.O.W.
STRUCTURE
41.3’
19.6’
MFS1-3271
514.6’
SCALE 1"=100’
100500 25
PIPE
DIRT ROAD
P C
.0
PI
1025+00
P T
.3
IBWC R.O.W.
IBWC R.O.W.
358.8’
MFS1-3272
109.2’
SCALE 1"=100’
100500 25
PIPE
42.9’
PIPE
DIRT ROAD
1035+00 1040+00
IBWC R.O.W.
IBWC R.O.W.
39.8’
MFS1-3273
SCALE 1"=100’
100500 25
DIRT ROAD
PIPE
1045+00 1050+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
42.7’
90.8’
STAND PIPE
MFS1-3274
51.6’
VALVE DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.0
P O
T
.3
1055+00
IBWC R.O.W.
IBWC R.O.W.
47.0’
37.6’
MARKER
VEG.
MFS1-3275
SCALE 1"=100’
100500 25
DIRT ROAD
P C
.2
P T
.8
PI
1065+00
IBWC R.O.W.
IBWC R.O.W.
STAND PIPE
MFS1-3276
IS
P
IS
P
IS
P
37.6’
472.4’
471.2’
SCALE 1"=100’
100500 25
VALVE
DIRT ROAD
1075+00
IBWC R.O.W.
IBWC R.O.W.
409.9’
409.4’
MFS1-3277
PIPE
VALVE
36.3’
SCALE 1"=100’
100500 25
DIRT ROAD
P T
.1
P O
T
.1
P O
T
.2
1085+00
IBWC R.O.W.
IBWC R.O.W.
9.3’
34.9’
UTIL.
MKR.
MFS1-3278
432.5’
DIRT ROAD
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
P C
.7
P T
.0
PI
P O
T
.7
1100+00
IBWC R.O.W.
IBWC R.O.W.
13.2’
MFS1-3279
364.7’
IS
P
IS
P
377.1’
SCALE 1"=100’
100500 25
PIPE
VALVE
DIRT ROAD
DIRT ROAD
DIRT ROAD
P O
T
.8
P O
T
.6
P O
T
.0
P O
T
.2
1110+00
IBWC R.O.W.
IS
P
IS
P
VALVE218.0’
MFS1-3280
15.2’
227.6’
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
DIRT ROAD
PIPE
P O
T
.3
P O
T
.2
1125+00
IBWC R.O.W.
IBWC R.O.W.
MFS1-3265 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.2 Miles East of FM 907
MFS1-3266 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.35 Miles East of FM 907
MFS1-3267 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.55 Miles East of FM 907
MFS1-3268 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.7 Miles East of FM 907
MFS1-3269 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee MFS1 and FM 493
MFS1-3270 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of FM 493
MFS1-3271 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4 Miles East of FM 493
MFS1-3272 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of FM 493
MFS1-3273 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of FM 493
MFS1-3274 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0 Miles East of FM 493
MFS1-3275 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of FM 493
MFS1-3276 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of FM 493
MFS1-3277 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of FM 493
MFS1-3278 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8 Miles East of FM 493
MFS1-3279 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.0 Miles East of FM 493
MFS1-3280 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.25 Miles East of FM 493
02.31
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:5
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
STRUCTURE
15.2’
.5
88.8
MFS1-3281
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P C
.9
P T
.2
1135+00
PI
IBWC R.O.W.
IBWC R.O.W.
48.0’
MFS1-3282
173.9’
DIRT ROAD
SCALE 1"=100’
100500 25
VEG WOODS
P C
.9
1145+00 1150+00
IBWC R.O.W.
34.1’
MFS1-3283
DIRT ROAD
SCALE 1"=100’
100500 25
P C
.8
P T
.4
PI
1155+00
1160+00
IBWC R.O.W.
IBWC R.O.W.
31.9’
UTIL.
MKR.
UTIL.
MKR. 82.9’
.0
MFS1-3284
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
PC 1164+60.08
P I
1170+00
P T
.5
IBWC R.O.W.
IBWC R.O.W.
54.2’
MFS1-3285
440.2’
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
PI
1180+00
1185+00
P C
.9
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
UTIL.
MKR.
MFS1-3286
445.7
32.1’
SCALE 1"=100’
100500 25
DIRT ROAD
P O
T
.1
1190+00
IBWC R.O.W.
IBWC R.O.W.
PI
MFS1-3287
33.6’ 372.9’
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P O
T
.8
P O
T
.8
P C
.9
61205+00
PT 1
208+37.2
P I
IBWC R.O.W.
26.8’
PI
POLE
.8
439.3’
MFS1-3288
SCALE 1"=100’
100500 25
P O
T
.8
P O
T
.2
1215+00
IBWC R.O.W.
IBWC R.O.W.
30.4’
POLE
MKR.MFS1-3289
328.0’
.4
SCALE 1"=100’
100500 25
DIRT ROADPI
P C
.6
PI
1235+00
P C
.3
P T
.5
1230+00
IBWC R.O.W.
IBWC R.O.W.
75.4’
MFS1-3290
DIRT ROAD
SCALE 1"=100’
100500 25
MFS1-3290
1240+00 1245+00
IBWC R.O.W.
IBWC R.O.W.
STRUCTURE
16.7’
151.8’
MFS1-3291
.7
DIRT ROAD
DIRT ROAD
D
IR
T R
O A
D
SCALE 1"=100’
100500 25
1250+00
P O
T
.1
P C
.8
P T
.2
PI
IBWC R.O.W.
IB
W
C R
.O .W
STRUCTURE
23.0’
46.8’
270.1’
MFS1-3292
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
1260+00
IBWC R.O.W.
IBWC R.O.W.
B R
ID
G
E D
E C
K
MKR.
42.8’
35.4’
99.7
MFS1-3293
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
F .M
P C
.9
P T
.2
PI
P O
T
.9
P O
T
.7
P C
.6
4 P T
.3
PI
1270+00
1275+00
IBWC R.O.W.
IBWC R.O.W.
16.2’
36.2’
MKR. 147.3’
MFS1-3294
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P O
T
.0
1285+00
IBWC R.O.W.
IBWC R.O.W.
ISP
20.5’
109.1’
9.9’
STRUCTURE MFS1-3295
FNC.
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.7
1295+00 1300+00
IBWC R.O.W.
IBWC R.O.W.
7.4’
40.1’19.5’
SIGN
STAND PIPE
MFS1-3296
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
DIRT ROAD
P O
T
.6
1310+00
IBWC R.O.W.
IBWC R.O.W.
MFS1-3281 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.5 Miles East of FM 493
MFS1-3282 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.7 Miles East of FM 493
MFS1-3283 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.9 Miles East of FM 493
MFS1-3284 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.1 Miles East of FM 493
MFS1-3285 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.3 Miles East of FM 493
MFS1-3286 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.5 Miles East of FM 493
MFS1-3287 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.75 Miles East of FM 493
MFS1-3288 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.9 Miles East of FM 493
MFS1-3289 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.2 Miles East of FM 493
MFS1-3290 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.5 Miles East of FM 493
MFS1-3291 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.7 Miles East of FM 493
MFS1-3292 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.9 Miles East of FM 493
MFS1-3293 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee MFS1 and FM 88
MFS1-3294 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of FM 88
MFS1-3295 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.45 Miles East of FM 88
MFS1-3296 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.7 Miles East of FM 88
PI
02.32
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:2
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET
TREE
12.3’
STAND PIPE
152.5’
MFS1-3297 SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
DIRT ROAD
5.8’
P O
T
.8
P O
T
.8
1325+00
IBWC R.O.W.
IBWC R.O.W.
115.4’
15.3’
38.2’
MFS1-3298
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.4
P O
T
.4
P O
T
.2
1335+00
IBWC R.O.W.
IBWC R.O.W.
293.0’ 41.3’
16.0’
TREE
MFS1-3299
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
P O
T
.3
P O
T
.9
1345+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
38.4’
41.9’
10.2’
END
PIPE
MFS1-4001
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD VALVE
P C
.9
P T
.8
PI
P C
.6
1355+00
1360+00
IBWC R.O.W.
IBWC R.O.W.
79.4’ 16.0’
56.6’
STRUCTURE
MFS1-4002
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
P C
.8
P T
.3
PI
1370+00
IBWC R.O.W.
IBWC R.O.W.
ISP
ISP
74.5’
80.0
VALVE
56.7’
MFS1-4003
SCALE 1"=100’
100500 25
PIPE DIRT ROAD
DIRT ROAD
DIRT ROAD
P C
.8
P T
.8
PI
1375+00 1380+00
IBWC R.O.W.
IBWC R.O.W.
SCALE 1"=100’
100500 25
DIRT ROAD
SIGN
SIGN
44.3’
40.4’
42.6’
MFS1-4004
F M
DIRT ROAD
DIRT ROAD
1390+00
IBWC R.O.W.
IBWC R.O.W.
MFS1-3297 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0 Miles East of FM 88
MFS1-3298 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of FM 88
MFS1-3299 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of FM 88
MFS1-4001 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of FM 88
MFS1-4002 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8 Miles East of FM 88
MFS1-4003 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.95 Miles East of FM 88
MFS1-4004 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 150’ +/- West of FM 1015
02.33
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\M F
S \M
F S
S
K E
T C
H E
S .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:0
:1
A
M
HIDALGO
REHABILITATION OF MAIN FLOODWAY
NORTH AND SOUTH LEVEES
(23rd St. - FM 1015)
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-MFS1
SHEET OF 14 SHEET14
02.34
| MFS1_INDEX1 |
| MFS1_INDEX2 |
| MFS1_INDEX3 |
| MFS1_INDEX4 |
| MFS1_INDEX5 |
| MFS1_INDEX6 |
| MFS1_SKETCHES1 |
| MFS1_SKETCHES2 |
| MFS1_SKETCHES3 |
| MFS1_SKETCHES4 |
| MFS1_SKETCHES5 |
| MFS1_SKETCHES6 |
| MFS1_SKETCHES7 |
| MFS1_SKETCHES8 |
File details come from the government source that posted it. Updated .