02.07-02.20_MFN1_CS_SIGNED.PDF

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Attached to
RECOVERY - Construct Main Floodway Levees (23rd St - FM 1015) Federal contract opportunity
Solicitation number
IBM09B0005
Issued by
International Boundary and Water Commission U.S.-Mexico

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02.07

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250+00

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310+00

320+00 330+00 340+

B R

ID

G

E D

E C

K

360+00 370+00 380+00 390+00 400+00

410+00

420+00

430+00

440+00

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’

MFN1-3100

MFN1-3101

MFN1-3102

MFN1-3103

MFN1-3104

MFN1-3105

MFN1-3106

MFN1-3107 M

FN

1-3

M

FN

1-3

MFN1-3110

MFN1-3111 MFN1-3112 MFN1-3113

M

FN1-3114

M

FN1-3115

M

FN1-3116

M

FN1-3117

MFN1-3118

F .M

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

P O

T

.4

DIRT ROAD

DIRT ROAD

DIRT ROAD

D

IR

T R

OAD

02.07

S P

U R

S H

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

I N

D E

X .d g n

STATE COUNTY

TEXAS PROJECT NO.

SHEET

NO.

DIV DESCRIPTIONITEM

DESC

CODE

UNIT EST FINAL

P

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-MFN1

SHEET OF 14 SHEET

460+00

470+00

480+00

490+00

500+00 510+00

520+00

540+00

B R

ID

G

E D

E C

K

560+00

570+00

580+00

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

IN

E

S T

A

SCALE IN FEET

500’ 1000’ 1500’

MFN1-3119

MFN1-3120

MFN1-3121

MFN1-3122

MFN1-3123

MFN1-3124

M

FN1-3

M

FN1-3

M

FN1-3

M

FN1-3

MFN1-3129

MFN1-3130

M F N

-3

U .S

V E

T E

R A

N S

R O

A D

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

PO

T

93+62.8

DIR

T ROAD

D

IR

T R

OAD

DIRT ROAD

02.08

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

I N

D E

X .d g n

STATE COUNTY

TEXAS PROJECT NO.

SHEET

NO.

DIV DESCRIPTIONITEM

DESC

CODE

UNIT EST FINAL

:3

: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

720+00

730+00

740+00

750+00

770+00 780+00 790+00

820+00

870+00

710+00

810+00

860+00

880+00

890+00

840+00

830+00

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’

MFN1-3151

M

FN1-3152

M

FN1-3153

M

FN1-3154

MFN1-3155

M

FN

1-3

MFN1-3157

MFN1-3158 MFN1-3159 MFN1-3160

MFN1-3161

MFN1-3162 MFN1-3163 M

FN

1-3164

M F N

-3

MFN1-3166

MFN1-3167

MFN1-3168

M

FN1-3169

F .M

. 9

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

P O

T

.7

DIRT ROAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

02.09

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

910+00

920+

940+

970+00 980+00

990+00 B

R

ID

G E

DECK

C O

N C

D E

C K

C O

N C

D E

C K

1010+00

1020+00

1030+00

1040+00

1050+00

1060+00

1070+00

1080+00

1090+00

930+00

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’

M

FN

1-3170

M

FN

1-3171

M

FN

1-3172

MFN1-3173

M

FN

1-3

M F N

1-3

MFN1-3176

M F N

-3

MFN1-3178 MFN1-3179

M

FN

1-3

MFN1-3181

MFN1-3182

MFN1-3183

MFN1-3184 MFN1-3185

MFN1-3186

MFN1-3187

MFN1-3188

MFN1-3189

F .M

IB

W

C R

.O .W

IBW

C R.O .W

IBWC R.O.W.

IBWC R.O.W.

D

IRT RO

A D

DIRT ROAD

DIRT ROAD

DIRT ROAD

02.10

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

1110+00

1140+00

1150+00

1160+

1190+00

1210+00

1220+00

1230+00 1240+00 1250+00

1260+00

1270+00

1280+00

1290+

1120+00

1130+00

1170+00

1180+00

M A

T C

H L

IN

E

S T

A

M A

T C H

L

IN

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

SCALE IN FEET

500’ 1000’ 1500’

M F N

-3

0 MFN1-3191

MFN1-3192

MFN1-3193

MFN1-3194

MFN1-3195

MFN1-3196

MFN1-3197

MFN1-3198

MFN1-4005

MFN1-4006 MFN1-4007

MFN1-4008

M

FN1-4

M

FN1-4

MFN1-4011

M

FN

1-3

F .M

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

D

IR

T R

OAD

DIRT ROAD

DIRT ROAD

DIRT ROAD

02.11

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

I N

D E

X .d g n

STATE COUNTY

TEXAS PROJECT NO.

SHEET

NO.

DIV DESCRIPTIONITEM

DESC

CODE

UNIT EST FINAL

:3

: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

1310+00

1330+00

1340+00

1360+00 1370+00

1380+

1390+

1400+00

M A

T C

H L

IN

E

S T

A

SCALE IN FEET

500’ 1000’ 1500’

M

FN1-4

MFN1-4013

M

FN

1-4014

M F N

-4

M

FN

1-4

MFN1-4017

MFN1-4018

MFN1-4019

M

FN

1-4

MFN1-4021

MFN1-4022

F .M

. 1

IBWC R.O.W.

IBWC R.O.W.

P O

T

.2

DIRT ROAD

D

IR

T R O

A D

02.12

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

DIRT ROAD

D

IR

T R

O A

D

MFN1-3100

63.6’ 43.6’

.4

ISP CONCRETE BOX

SCALE 1"=100’

100500 25

ISP

P O

T

.4

260+00

FH

WALL

DIRT ROAD

368.3

.2

53.0’

MFN1-3101

ISP CONCRETE BOX

SCALE 1"=100’

100500 25

ISP

265+00

270+00

DIRT ROAD

.8

403.2’

MFN1-3102

36" STANDPIPE

SCALE 1"=100’

100500 25

ISP

ISP

ISP

P C

.1

P T

.2

PI

275+00

MFN1-3103

DIRT ROAD

.0

SCALE 1"=100’

100500 25

285+00

290+00

MFN1-3104

DIRT ROAD

.0

SCALE 1"=100’

100500 25

295+00

300+00

STRUCTURE

PIPE

DIRT ROAD

D

IR

T R

OAD

65.0’

57.7’

.9

T

H S

T

MFN1-3105

SCALE 1"=100’

100500 25

B R

ID

G

E D

E C

K

P O

T

.3

305+00

DIRT ROAD

DIRT ROAD

4.6’

59.8’

MFN1-3106

SCALE 1"=100’

100500 25

315+00

4.7’

DIRT ROAD

DIRT ROAD

.4

MFN1-3107

SCALE 1"=100’

100500 25

325+00

HEADWALL

D

IR

T R

O A

D

25.5’

.2

160.7’

MFN1-3108

SCALE 1"=100’

100500 25

P C

.8

P T

.9

PI

P C

.0

1 P T

.3

PI

335+00

D

IR

T R

O A

D

254.2

326.7

54.0

MFN1-3109

SCALE 1"=100’

100500 25

P O

T

.1

1 P C

.8

P T

.3

PI

345+

DIRT ROAD

385.2’

52.8’

PIPE

MFN1-3110

SCALE 1"=100’

100500 25

360+00

UTIL. MKR.

DIRT ROAD

DIRT ROAD

.7

36.2’

76.4’

MFN1-3111

SCALE 1"=100’

100500 25

365+00 370+00

DIRT ROAD

DIRT ROAD

71.2’

185.8’ 341.8’

MFN1-3112

SCALE 1"=100’

100500 25

ISP

ISP

380+00

MFN1-3113

65’

SCALE 1"=100’

100500 25

P O

T

.1

390+00 D

IR

T ROAD

D

IR

T ROAD

67.5’

252.8’

MFN1-3114

SCALE 1"=100’

100500 25

P O

T

.9

P C

.1

P T

.3

PI395+00

400+00

D

IR

T ROAD

D

IR

T ROAD

.4

58.7’

289.5’

MFN1-3115

36" STANDPIP

E

IR

RIG

ATIO

N V

ALVE

SCALE 1"=100’

100500 25

ISP

ISP

ISP

ISP

ISP

410+00

222.9’

POLE

DIRT ROAD

HEADWALL

D

IR

T R

O A

D

PI

DIRT ROAD

PI

PI

MFN1-3100 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 200’ +/- East of SP115

F M

MFN1-3101 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of SP 115

MFN1-3102 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4 Miles East of SP 115

MFN1-3103 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of SP 115

MFN1-3104 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of SP 115

MFN1-3105 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 150’ +/- East of SH 336

MFN1-3106 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of SP 336

MFN1-3107 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4 Miles East of SP 336

MFN1-3108 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of SP 336

MFN1-3109 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of SP 336

MFN1-3110 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0 Miles East of SP 336

MFN1-3111 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of SP 336

MFN1-3112 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of SP 336

MFN1-3113 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of SP 336

MFN1-3114 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 350’ +/- East of FM 2061

MFN1-3115 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.25 East of FM 2061

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

WC R.O

.W

IB

W

C R.O .W

IB

W

C R.O .W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R .O

.W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R .O

.W

IB

W

C R .O

.W

IB

W

C R .O

.W

02.13

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

:2

: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

D

IR

T ROAD

.1

MFN1-3116

SCALE 1"=100’

100500 25

420+00

DIRT ROAD

187.8’

213.3’

.6

END PIPE

MFN1-3117

SCALE 1"=100’

100500 25

ISP

P C

.3

430+00

41.3’

DIRT ROAD

58.8’

83.2’

FNC. COR.

MFN1-3118

SCALE 1"=100’

100500 25

ISP

PUMP

STATION

METAL

BLDG

P T

.9

445+00

DIRT ROAD

.8

230.9’

222.9’END PIPE

STANDPIPE

MFN1-3119

SCALE 1"=100’

100500 25

ISP

455+00

DIRT ROAD

12.1’

.0

.0

F R

O N

T A

G E

R O

A D

POLE

MFN1-3120

SIGN

SCALE 1"=100’

100500 25

C O

N C

S L

A B

C O

N C

S L

A B

P T

.9

P O

T

.0

465+00

.3

D

IR

T ROAD

.1

MFN1-3121

SCALE 1"=100’

100500 25

475+00

480+00

35.9’

DIRT ROAD

DIRT ROAD

.3

.7

END FENCE

MFN1-3122

SCALE 1"=100’

100500 25

P C

.4

P T

.5

PI

P C

.7

485+00

28.3’

67.8’

.4

DIRT ROAD

DIRT ROAD

END FENCE

MFN1-3123

SCALE 1"=100’

100500 25

P C

.5

P T

.3

PI

500+00

D

IR

T R

OAD

D

IR

T R

OAD

D

IR

T R

OAD

D

IR

T R

OAD

11.3’

29.6’

65.0’

MFN1-3124

SCALE 1"=100’

100500 25

P C

.4

PI

510+00

515+00

MFN1-3125

264.1’

48.6

18.9’

END PIPE

SCALE 1"=100’

100500 25

ISP

525+00

221.9’

.4

.4

MFN1-3126

D

IR

T R

OAD

V E

T E

R A

N S

R O

A D

SCALE 1"=100’

100500 25

P C

.1

P T

.1

PI

P O

T

.9

535+00

540+00

224.3’

.9

56.9

FENCE COR.

MFN1-3127

D

IR

T R

OAD

VALVE

SCALE 1"=100’

100500 25

ISP

ISP

PI

545+00

550+00

MFN1-3128

FENCE COR.155.1’62.9’

89.3 ’ D

IR

T R

OAD

SCALE 1"=100’

100500 25

560+00

DIRT ROAD

DIRT ROAD

292.9’

11.1’

51.3’

MFN1-3129

VALVE

SCALE 1"=100’

100500 25

ISP

P C

.7

P T

.0

PI

570+00

8.7’233.3’

54.5’

UTIL. MKR.

MFN1-3130

SCALE 1"=100’

100500 25

P C

.4

P T

.8

PI

580+00

28.4’

.2

35.8’

MFN1-3131

SCALE 1"=100’

100500 25

P C

.5

P T

.7

P I

PT

91+ 24.6

P I

PO

T

93+62.8

P C

.8

PUMP

PI

P T

.5

D

IR

T R

OAD

D

IR

T R

OAD

U S

B R

ID

G

E D

E C

K P O

T

.6

END PIPE

P T

.1

UTIL. MKR.

STAND-

PIPE

MFN1-3116 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.45 East of FM 2061

MFN1-3117 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.65 East of FM 2061

MFN1-3118 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.9 East of FM 2061

MFN1-3119 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1 East of FM 2061

MFN1-3120 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 150’ +/- West of US 281

MFN1-3121 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 900’ +/- East of US 281

MFN1-3122 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4 Miles East of US 281

MFN1-3123 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of US 281

MFN1-3124 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of US 281

MFN1-3126 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.25 Miles East of US 281

MFN1-3125 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0 Miles East of US 281

MFN1-3127 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.45 Miles East of US 281

MFN1-3128 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.65 Miles East of US 281

MFN1-3129 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.85 Miles East of US 281

MFN1-3130 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.1 Miles East of US 281

MFN1-3131 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.3 Miles East of US 281

IB

W

C R .O

.W

IB

W

C R .O

.W

IBWC R.O.W

IBWC R.O.W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W

IBWC R.O.W

IBWC R.O.W

IB

W

C R .O

.W

IB

W

C R .O

.W

IB

WC R.O.W

IB

WC R.O.W

IB

WC R.O.W

IB

W

C R .O

.W

IB

W

C R .O

.W

IB

W

C R .O

.W

IB

W

C R .O

.W

IBWC R.O.W

IB

W

C R

.O .W

IB

W

C R .O

.W

IB

W

C R .O

.W

IBW

C R.O.W

IBW

C R.O

.W

IBW

C R.O.W

IBW

C R.O.W

IBWC R.O.W.

IB

W C R

.O .W

IB

W

C R .O

.W

02.14

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

:2

: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

.4

34.2’

30.2’

D

IR

T R

O A

D

24" STANDPIPE

30"

STAND-

PIPE

MFN1-3151

SCALE 1"=100’

100500 25

ISP

ISP

P O

T

.7

P C

.9

P T

.3

P I

710+00

.2

51.7

195.8’

D

IR

T R

O A

D

MFN1-3152

SCALE 1"=100’

100500 25

P T

18+

72.2

.9

.7

.4

D

IR

T R

O A

D

END PIPE

MFN1-3153

SCALE 1"=100’

100500 25

P C

27+

52.1

P T

.4

P I

.3

D

IR

T R

O A

D

PI

MFN1-3154

SCALE 1"=100’

100500 25

P C

.6

P T

.0

P I

129.9’

.3

.2

DIRT ROAD

END PIPE

24" VALVE

MFN1-3155

SCALE 1"=100’

100500 25

750+00

755+00

DIRT ROAD

.5

8.0’

END FNC.

PI

MFN1-3156

SCALE 1"=100’

100500 25

P C

.5

5 P T

.4

PI

760+00

.1

D

IRT RO

A D

EN

D

FN

C.

.2

PI

MFN1-3157

SCALE 1"=100’

100500 25

P C

.1

P T

.6

PI

770+00

D

IRT RO

A D

PI

.0

FENCE

6.5’

MFN1-3158

SCALE 1"=100’

100500 25

775+00

780+00

D

IRT RO

A D

END PIPE

FENCE

24" VALVE

MFN1-3159

SCALE 1"=100’

100500 25

785+00

790+00

D

IRT RO

A D

.6

FENCE

6.7’

MFN1-3160

SCALE 1"=100’

100500 25

795+00

800+00

D

IRT RO

A D

.0

FENCE

10.2’

MFN1-3161

SCALE 1"=100’

100500 25

810+00

D

IR

T R

O A

D

HEADWALL

.4

.5

FEN

C

E

8.4’

MFN1-3162

SCALE 1"=100’

100500 25

P T

.0

P I

P C

.7

P T

.4

P I

P C

.1

PI

D

IRT RO

A

DFENCE

.1

10’

MFN1-3163

SCALE 1"=100’

100500 25

P C

.5

830+00

D

IR

T R

O A

D

F E

N C

E

64’

.4

MFN1-3164

SCALE 1"=100’

100500 25P T

39+

37.9

D

IR

T R

O A

D

F E

N C

E

.4

71.6’

.2

STRUCTURE

MFN1-3165

SCALE 1"=100’

100500 25

D

IR

T R

O A

D

F E

N C

E

FE

N

C E

116.7’

.9

.2

MFN1-3166

SCALE 1"=100’

100500 25

P T

.0

P I

.9

F E N

C E

F E N

C E

F E

N C

E

SIGN

FENCE

54.0’

.7

FENCE

F E

N C

E

63.3’

.3

32.6’

PT 848+34.45

ANGLE IN FENCE

END PIPE

END FENCE

MFN1-3151 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 100 +/- East of FM 907

MFN1-3152 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2 Miles East of FM 907

MFN1-3153 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4 Miles East of FM 907

MFN1-3154 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of FM 907

MFN1-3155 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of FM 907

MFN1-3156 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.9 Miles East of FM 907

MFN1-3157 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1 Miles East of FM 907

MFN1-3158 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.3 Miles East of FM 907

MFN1-3159 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.5 Miles East of FM 907

MFN1-3160 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.7 Miles East of FM 907

MFN1-3161 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.9 Miles East of FM 907

MFN1-3162 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.1 Miles East of FM 907

MFN1-3163 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.25 Miles East of FM 907

MFN1-3164 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.4 Miles East of FM 907

MFN1-3165 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.6 Miles East of FM 907

MFN1-3166 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.8 Miles East of FM 907

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R .O

.W

IBWC R.O.W.

IB

W

C R

.O .W

IBW

C R.O.W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

I B

W C

R .O

.W

I B

W C

R .O

.W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

02.15

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

: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

DRAWN BY: JN CHECKED BY: DB

SURVEY CONTROL SHEETS

T R

O A

D

FE

N

C E

6.6’

.5

MFN1-3167

SCALE 1"=100’

100500 25

P O

T

.1

D

IR

T R

O A

D

FE

N

C E

.4

6.7’8 .8

MFN1-3168

SCALE 1"=100’

100500 25

P T

.5

P I

D

IR

T R

O A

D

F E N

C E

.8

55.1

.4

FNC.

COR.

MFN1-3169

SCALE 1"=100’

100500 25

P C

.8

P I

D

IR

T R

O A

D

D

IR

T R

O A

D

F E

N C

E

EXPOSED 18" PIPE

.1

59.6’

F N

C

C O

R

MFN1-3170

SCALE 1"=100’

100500 25

ISP

B L

O C

K B

L D

G T

O W

E R

PT 902+52.86

P I

D

IR

T R

O A

D

D

IR

T R

O A

D

F E

N C

E

.2

.8

79’

MFN1-3171

SCALE 1"=100’

100500 25

C O

N C D

E C K

C O

N C D

E C K

D

IR

T R

O A

D

D

IR

T R

O A

D

F E

N C

E

.6

.9

80.3’

WOODS

END FNC.

MFN1-3172

SCALE 1"=100’

100500 25

POT 916+37.80

PC 920+93.48

D

IR

T R

O A

D

D

IR

T R

O A

D

84.1

END

FNC.

.1

MFN1-3173

SCALE 1"=100’

100500 25

P T

23+

52.7

P I

PC

24+ 54.7

P T

.5

P I

314’

.5

316.2’

48" STAND PIPE

DIRT ROAD

MFN1-3174

SCALE 1"=100’

100500 25

ISP

P T

.3

PI

935+00

.6

DIRT ROAD

MFN1-3175

SCALE 1"=100’

100500 25

P O

T

.6

945+00

950+00

D

IRT RO

A D

MFN1-3176

SCALE 1"=100’

100500 25

P C

.1

PI

P I

58.5’

D

IR

T R

O A

D

MFN1-3177

SCALE 1"=100’

100500 25

PC 966+77.29

.7

D

IR

T R

O A

D

MFN1-3178

SCALE 1"=100’

100500 25

P C

.7

P T

.4

P I9

.9

.2

D

IR

T R

O A

D

MFN1-3179

SCALE 1"=100’

100500 25

BRIDGEDECK

P C

.6

P T

.4

P I

P C

.4

P T

.2

P I

340’

24" STAND PIPE

47’

DIRT ROAD

MFN1-3180

SCALE 1"=100’

100500 25

ISP

995+00

1000+00

45.1’

DIRT ROAD

MFN1-3181

SCALE 1"=100’

100500 25

1010+00

49.4’

DIRT ROAD

MFN1-3182

SCALE 1"=100’

100500 25

P O

T

.5

1020+00

P C

.9

P T

.0

P C

.8

MFN1-3167 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.0 Miles East of FM 907

MFN1-3168 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.2 Miles East of FM 907

MFN1-3169 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.4 Miles East of FM 907

MFN1-3170 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.6 Miles East of FM 907

MFN1-3171 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.75 Miles East of FM 907

MFN1-3172 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.9 Miles East of FM 907

MFN1-3173 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.0 Miles East of FM 907

MFN1-3174 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.2 Miles East of FM 907

MFN1-3175 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.4 Miles East of FM 907

MFN1-3176 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.6 Miles East of FM 907

MFN1-3177 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.8 Miles East of FM 907

MFN1-3178 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.0 Miles East of FM 907

MFN1-3179 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.2 Miles East of FM 907

MFN1-3180 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.4 Miles East of FM 907

MFN1-3181 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.6 Miles East of FM 907

MFN1-3182 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 5.8 Miles East of FM 907

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R

.O .W

IB

W

C R

.O .W

I B

W C

R .O

.W

I B

W C

R .O

.W

I B

W C

R .O

.W

I B

W C

R .O

.W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

I B

W C

R .O

.W

I B

W C

R .O

.W

IB

W

C R

.O .W

IB

W

C R

.O .W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R

.O .W

02.16

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

:2

: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

44.5’

MFN1-3183

SCALE 1"=100’

100500 25

1030+00

62.3’ 47.8’

58.2’

VALVE

END PIPE

DIRT ROAD

MFN1-3184

SCALE 1"=100’

100500 25

F M

P C

.9

P T

.3

PI

P C

.9

PI

1040+00

1045+00

177.5

.9

VEG WOODS

MFN1-3185

SCALE 1"=100’

100500 25

P T

.1

1050+00 133.1’

140.5’

60’ DIRT ROAD

MFN1-3186

SCALE 1"=100’

100500 25

ISP

ISP

1060+00

DIRT ROAD56.8’

MFN1-3187

SCALE 1"=100’

100500 25

1070+00

DIRT ROAD52.1’

PI

583.9’

MFN1-3188

SCALE 1"=100’

100500 25

P O

T

.7

P C

.8

P

T

.1

PI

1080+00

1085+00

DIRT ROAD54.2’

MFN1-3189

SCALE 1"=100’

100500 25

1090+00

DIRT ROAD

27.9’

100.8’

MFN1-3190

SCALE 1"=100’

100500 25

P C

.6

P T

.8

PI

1105+00

D

IR

T R

O A

D

D

IR

T R

O A

D

24" STANDPIPE

A L F A

L A

V A

L V

E

69.2

.5

MFN1-3191

SCALE 1"=100’

100500 25

ISP

ISP

D

IR

T R

O A

D

D

IR

T R

O A

D

.2

.6

.8

V A

L V

E

MFN1-3192

SCALE 1"=100’

100500 25

’X

’B

O X

(W A

L L D

E S T R

O Y

E D

A L F A

L F A

V A

L V

E

P C

.4

D

IR

T R

O A

D

D

IR

T R

O A

D

D

IR

T R

O A

D

419.1

.8

.8

S

T A

N D

P

IP

E

MFN1-3193

SCALE 1"=100’

100500 25

ISP

ISP

P T

.8

P I

145.1

A

L F A

L A

V A

L V

E 1 .3

.9

D

IR

T R

O A

D D

IR

T R

O A

D

MFN1-3194

SCALE 1"=100’

100500 25

P C

.2

P I

HEADWALL

.3

.6

.8

D

IR

T R

O A

D

MFN1-3195

SCALE 1"=100’

100500 25

PC 1161+11.08

P T

.3

P I

D

IR

T R

O A

D

MFN1-3196

.5

SCALE 1"=100’

100500 25

D

IR

T R

O A

D

.9

215.6’ F E

N C

E

119.3

MFN1-3197

SCALE 1"=100’

100500 25

ISP

P I

D

IR

T R O

A D

.4

24" A

L

FA

L

FA

V A

L V

E

A

L F A

L F A

V A

L V

E

HEADWALL

F E N

C E

MFN1-3198

SCALE 1"=100’

100500 25

PC

1197+54.83

P T

.7

P I

1200+

.9

PT

1186+88.67

P C

.3

36"

STANDPIPE

24"

STANDPIPE

12"

ALFALFA

VALVE

HEADWALL

MFN1-3183 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 6.0 Miles East of FM 907

MFN1-3184 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 150’ +/- West of FM 493

MFN1-3185 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 550’ +/- East of FM 493

MFN1-3194 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.05 Miles East of FM 493

MFN1-3196 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.45 Miles East of FM 493

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

. IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

02.17

MFN1-3186 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.3 Miles East of FM 493

MFN1-3187 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.5 Miles East of FM 493

MFN1-3188 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.7 Miles East of FM 493

MFN1-3189 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.9 Miles East of FM 493

MFN1-3190 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1 Miles East of FM 493

MFN1-3191 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of FM 493

MFN1-3192 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of FM 493

MFN1-3193 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8 Miles East of FM 493

MFN1-3195 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.2 Miles East of FM 493

MFN1-3197 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.7 Miles East of FM 493

MFN1-3198 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.9 Miles East of FM 493

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

:2

:3

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

T R O

A D

27.5

148.7’

.7

36" STANDPIPE

V

EG

W O

O D

S

MFN1-3199

SCALE 1"=100’

100500 25

ISP

P C

.2

P T

.5

PI

1210+00

DIRT ROAD

38’

MFN1-4005

SCALE 1"=100’

100500 25

1220+00

1225+00

46.5’

369.1’

390.3’

END PIPE

END PIPE

FENCE

DIRT ROAD

MFN1-4006

SCALE 1"=100’

100500 25

P C

.6

P T

.3

PI

1230+00

FENCE

DIRT ROAD

.7

18.8’ STRUCTURE

278.4’

MFN1-4007

SCALE 1"=100’

100500 25

1240+00

1245+00

.5

FENCE

26.4’94.9’

DIRT ROAD

VEG WOODS

MFN1-4008

SCALE 1"=100’

100500 25

P C

.2

P T

.4

PI

1250+00

FENCE

240.3’

.1

4.5

END PIPE

MFN1-4009

SCALE 1"=100’

100500 25

P C

.4

P T

.3

PI

P C

.3

1265+00

D

IR

T R

OAD

FENCE

.1

58.3’

F E

N C

E

31.3

MFN1-4010

SCALE 1"=100’

100500 25

P C

.3

P T

.3

PI

1275+00

FENCE FENCE

44’

47.6’35.6’

F .M

FENCE

MFN1-4011

SCALE 1"=100’

100500 25

LEVEE

P C

.0

P T

.5

PI

P C

.7

P T

.3

PI

1290+

100.4

51.6’

86.8’

12" I

RRIG

ATIO

N V

ALVE

18" A

LFALFA V

ALVE

PI

D

IR

T ROAD

MFN1-4012

SCALE 1"=100’

100500 25

GASTANK

P C

.3

PI

1305+00

58.7’

.3

184.6’ 12" ALFALFA VALVE

DIRT ROAD

MFN1-4013

SCALE 1"=100’

100500 25

CULVERT

ISPISP

P C

.0

P T

.2

PI

1315+00

12" ALFALFA VALVE

21.5’

50.6’

DIRT ROAD

MFN1-4014

SCALE 1"=100’

100500 25

ISPISP

P C

.5

P T

.1

P I

1325+00

D

IR

T R

O A

D

.9

49’

.6

SIGN

MFN1-4015

SCALE 1"=100’

100500 25

ISP

ISP

ISP

ISP

ISP

ISP

ISP

ISP

P C

.5

PI

1340+00

113.2’

.7

END

PIP

E

128.8’

MFN1-4016

18" V

ALVE

SCALE 1"=100’

100500 25

P C

.2

P T

.3

P I

1345+00

219.5’

307.7’

FENCEFENCE

.5

MFN1-4017

SCALE 1"=100’

100500 25

ISP

P T

.4

PI

1355+00 FENCE

52.3’

121.9’

65’

MFN1-4018

SCALE 1"=100’

100500 25

1365+00

40.2’

46.8’

37.5’

MFN1-4019

SCALE 1"=100’

100500 25

ISP

ISP

P C

.4

P T

.5

PI

1375+00

36"

STAND-

PIPE

39.1’

ABANDONED

STANDPIPE

P T

.2

FENCE

COR.

FENCE

COR.

FENCE

COR.

MFN1-4011 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 200 +/- West of FM 88

MFN1-4012 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.25 Miles East of FM 88

MFN1-4013 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.45 Miles East of FM 88

MFN1-4014 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6 Miles East of FM 88

MFN1-4015 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8 Miles East of FM 88

MFN1-4016 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.05 Miles East of FM 88

MFN1-4017 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2 Miles East of FM 88

MFN1-4018 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4 Miles East of FM 88

MFN1-4019 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6 Miles East of FM 88

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R .O

.W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R .O

.W

IB

W

C R .O

.W

IB

W

C R .O

.W

IBWC R.O.W.

IB

W

C R .O

.W

IB

WC R.O

.W

IBWC R.O.W.

IBWC R.O.W.

IBW

C R.O.W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IB

W

C R

.O .W

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R

.O .W

IB

W

C R .O

.W

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IBWC R.O.W.

IB

W

C R

.O .W

02.18

MFN1-3199 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.1 Miles East of FM 493

MFN1-4005 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.3 Miles East of FM 493

MFN1-4006 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.5 Miles East of FM 493

MFN1-4007 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.7 Miles East of FM 493

MFN1-4008 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.9 Miles East of FM 493

MFN1-4009 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.1 Miles East of FM 493

MFN1-4010 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.3 Miles East of FM 493

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

: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

DRAWN BY: JN CHECKED BY: DB

SURVEY CONTROL SHEETS

.1

16.3’

MFN1-4021

SCALE 1"=100’

100500 25

P T

.9

PI

1395+00

1400+00

.6

45.3’

MFN1-4022

F . M

. 1

SCALE 1"=100’

100500 25

W

ELLPUMP

HOUSE

P C

.0

P T

.7

P I

P O

T 1406+

90.91

P C

.8

P T

.5

PI

P O

T

.4

P O

T

.2

1405+00

.6

.9

20.7

FE

N

C E C

O R

MFN1-4020

SCALE 1"=100’

100500 25

1385+

MFN1-4020 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8 Miles East of FM 88

MFN1-4021 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1000’ West of FM 1015

MFN1-4022 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee MFN1 and FM 1015

IB

W

C R

.O .W

IB

W

C R

.O .W

IBWC R.O.W.

IB

W

C R .O

.W

IBWC R.O.W.

02.19

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

: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

DRAWN BY: JN CHECKED BY: DB

SURVEY CONTROL SHEETS

02.20

N

S B

I n f r a s tr u c tu r e

\2

\C A

D \B

M \M

F N

\M

F N

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

:3

: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-MFN1

SHEET OF 14 SHEET

darrell Typewritten Text

NOTE: COORDINATE TABLE ELEVATIONS UPDATED 06/04/09

darrell Typewritten Text

NOTE: COORDINATE TABLE ELEVATIONS UPDATED 06/04/09

MFN1_INDEX1
MFN1_INDEX2
MFN1_INDEX3
MFN1_INDEX4
MFN1_INDEX5
MFN1_INDEX6
MFN1_SKETCHES1
MFN1_SKETCHES2
MFN1_SKETCHES3
MFN1_SKETCHES4
MFN1_SKETCHES5
MFN1_SKETCHES6
MFN1_SKETCHES7
MFN1_SKETCHES8

File details come from the government source that posted it. Updated .