02.01-02.20.pdf
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- IBM09B0004
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IBM09B0004 Amendment A002 NF2 Plans 02.01-02.20
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310+00
320+00 330+00 340+00
350+00
360+00
380+00
390+00
NFS2-3700
N
FS2-3
NFS2-3707
NFS2-3708 NFS2-3709
W O
O D
E N
D E
C K
410+00
420+00
430+00
440+00 450+00
460+00
470+00
N
FS2-3710
NFS2-3711
N F S -3
NFS2-3713
NFS2-3714
N
FS2-3715
NFS2-3716 N
F S -3
N F S -3
370+00
NFS2-3701
NFS2-3702 NFS2-3703
NFS2-3705
NFS2-3706
B R
ID
G E D
E C K
P O
T
S t a
.8
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
. 5
SCALE IN FEET
500’ 1000’ 1500’
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
F .M
02.05
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d N
F E
N
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:5
:3
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
DRAWN BY: JH CHECKED BY: JH
SHEET OF 8 SHEET
610+00 620+00 630+00 640+00
650+00 660+00 670+00
NFS2-3729 NFS2-3730 NFS2-3731 NFS2-3732 NFS2-3733 NFS2-3734
N
FS2-3
N F S -3
N F S -3
510+
520+00 530+00 540+00 550+00 560+00 570+00
N
FS2-3
N
FS2-3
NFS2-3721
NFS2-3722 NFS2-3723 NFS2-3724 NFS2-3725 N
F S -3
N F S 2-3
N F S 2-3
M A
T C
H L
IN
E S
T A
. 6
M A
T C
H L
IN
E
S T
A . 5
M A
T C
H L
IN
E S
T A
. 6
M A
T C H
L
IN
E S
T A
. 7
SCALE IN FEET
500’ 1000’ 1500’
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
02.06
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d N
F E
N
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:5
:3
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
820+00
830+00
840+00
850+00
860+00
870+00
880+00
890+00
900+00
910+00
920+00
POT Sta. 926+39.53
NFS2-3901
NFS2-3902
NFS2-3903
NFS2-3904
NFS2-3905
NFS2-3906
NFS2-3907
NFS2-3908
NFS2-3909
NFS2-3910
NFS2-3911
NFS2-3912
N F S -3
N F S -3
720+00
0 750+00
760+00
770+00
780+00
790+00
NFS2-3916
NFS2-3917
NFS2-3918
NFS2-3919
NFS2-3920
N F S -3
N F S -3
N
FS2-3
NFS2-3915
N F
S
MATCHLINE STA. 700+00
M A
T C
H L
IN
E
ST
A
. 800+00
M A
T C
H L
I N
E S
T A
SCALE IN FEET
500’ 1000’ 1500’
IB
WC R.O.W
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
S .H
. 1
F .M
02.07
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d N
F E
N
F S
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:5
:3
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
SCALE 1"=100’
100500 25
NFS2-3700
46.1’
67.8’
.8
UTIL.
POLE
B R
ID
G
E
D E
C K
P O
T
.8
P O
T
.0
P O
T
.8
P O
T
.8
P O
T
.7
SCALE 1"=100’
100500 25
NFS2-3701
.3
R E T W
A L L
P T
.4
P I
P O
T
.4
NFS2-3702
SCALE 1"=100’
100500 25
.9
.9
.6
P O
T
.2
NFS2-3703
SCALE 1"=100’
100500 25
48.8’
119.3’
.2
P O
T
.3
0 P
C
.8
P I
E
P
IP
E
NFS2-3704
SCALE 1"=100’
100500 25
WATER WELL
65.3’
.4
.1
POT 351+21.50
NFS2-3705
.2
NFS2-3706
SCALE 1"=100’
100500 25
.9
.2
.5
P O
T
.5
NFS2-3707
SCALE 1"=100’
100500 25
POWER
POLE
POWER
POLE
.8
48.3’ POT 383+90.58
POT 384+69.11
POT 386+66.42
POT 387+58.18
PC 388+16.30
382.7’
V A
L V
E
NFS2-3708
SCALE 1"=100’
100500 25
18"VALVE
54.8’
.1
47.5’
POT 387+58.18
PC 388+16.30
P T
.8
P I
P O
T
.6
P O
T
.1
V A
L V
E
NFS2-3709
SCALE 1"=100’
100500 25
18"VALVE
.5
P T
.8
P I
P O
T
.6
P O
T
.1
V A
L V
E
NFS2-3710
SCALE 1"=100’
100500 25
.4
.4
P O
T
.3
P C
.9
P I
NFS2-3711
SCALE 1"=100’
100500 25
8"STEEL
PIPE
75’
HEADW
ALL
NFS2-3712
SCALE 1"=100’
100500 25
HEADW
ALL
.8
.8
425+
P T
.5
P I
P C
.8
P I
NFS2-3713
SCALE 1"=100’
100500 25
74’
NFS2-3714
SCALE 1"=100’
100500 25
74.8’
0 NFS2-3715
SCALE 1"=100’
100500 25
552.9’ 379.8’
.4
P O
T
.2
P O
T
.9
P C
.6
P I
NFS2-3703 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles East of FM 491
NFS2-3702 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles East of FM 491
NFS2-3701 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2
Miles East of FM 491
NFS2-3704 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles East of FM 491
NFS2-3705 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0
Miles East of FM 491
NFS2-3706 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2
Miles East of FM 491
NFS2-3707 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4
Miles East of FM 491
NFS2-3708 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.5
Miles East of FM 491
NFS2-3709 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6
Miles East of FM 491
NFS2-3712 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.3
Miles East of FM 491
NFS2-3713 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.5
Miles East of FM 491
NFS2-3714 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.7
Miles East of FM 491
NFS2-3700 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee NFE2 and FM 491
NFS2-3710 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.85
Miles East of FM 491
NFS2-3711 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.05
Miles East of FM 491
NFS2-3715 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee NFE2 and Mile 12 North
POST
POST
POST
POST
POST
86.8
8.9
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R O
A D
D
IR
T R
D
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
POWER
POLE
POWER
POLE
END
PIPE
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
I B
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
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
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
F .M
MILE 12 NORTH
.2
.7
.3
.9
.7
02.08
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
LEV
EE B
A
SELIN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
POST
12"EXP.
PIPE
B R
ID
G
E D
E C
K
DIR
T R
OAD
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F E
N
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
:5
:5
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
DRAWN BY: JN CHECKED BY: DB
NFS2-3716
100500 25
POWER POLEPOWER POLE
.8
.1
PO
T
470+69.52
ISP
ISP
NFS2-3717
SCALE 1"=100’
100500 25
.5
.8
.5
"V
A L V
E
"S
T A
N D
P
IP
E
P O
T
.7
P O
T
.7
ISP
ISP
N F S -3
SCALE 1"=100’
100500 25
36"S T A
N D
P
IP
E (A
B A
N D
36"S T A
N D
P
IP
E
NFS2-3719
SCALE 1"=100’
100500 25
NFS2-3720
SCALE 1"=100’
100500 25
P O
T
10+ 23.1
ISPISP
ISP
NFS2-3721
SCALE 1"=100’
100500 25
18"VALVE
P C
.3
PT 523+19.02
P I
POT 525+02.58
NFS2-3722
SCALE 1"=100’
100500 25
POT 530+17.85
ISP
NFS2-3723
SCALE 1"=100’
100500 25
POT 541+85.87
POT 544+01.24
NFS2-3724
SCALE 1"=100’
100500 25
POT 553+20.59
NFS2-3725
SCALE 1"=100’
100500 25
NFS2-3726
SCALE 1"=100’
100500 25
P T
.4
PI
P O
T
.8
ISP
ISP
NFS2-3727
SCALE 1"=100’
100500 25
STANDPIPE
S T A
N D
P
IP
E
P O
T
.3
ISP
ISP
NFS2-3728
SCALE 1"=100’
100500 25
STANDPIPE
S T A
N D
P
IP
E
NFS2-3729
PT 608+91.66
P I
POT 609+82.30
NFS2-3730
SCALE 1"=100’
100500 25
NFS2-3731
SCALE 1"=100’
100500 25
GATE VALVE
H E
A D
W A
L L
NFS2-3716 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2
Miles North of Mile 12 North
NFS2-3717 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles North of Mile 12 North
NFS2-3718 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles North of Mile 12 North
NFS2-3719 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles North of Mile 12 North
NFS2-3720 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0
Miles North of Mile 12 North
NFS2-3721 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2
Miles North of Mile 12 North
NFS2-3722 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4
Miles North of Mile 12 North
NFS2-3723 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6
Miles North of Mile 12 North
NFS2-3724 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8
Miles North of Mile 12 North
NFS2-3725 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.0
Miles North of Mile 12 North
NFS2-3726 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.2
Miles North of Mile 12 North
NFS2-3727 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.4
Miles North of Mile 12 North
NFS2-3728 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.6
Miles North of Mile 12 North
NFS2-3729 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.8
Miles North of Mile 12 North
NFS2-3730 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.05
Miles North of Mile 12 North
NFS2-3731 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.25
Miles North of Mile 12 North
.2
24.2’
59.4’
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
SCALE 1"=100’
100500 25
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
I B
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
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
59.7’
IBWC 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
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
IB
W
C R
.O .W
IB
W
C R
.O .W
621’
.1
.5
.9
.8
’ 59.6’
54.6’
53’
.1
.6
.5
47.6’
.6
.9
’5 .5
.5
.7
.9
.7
59’
44.8’
69.1’
.3
.1
02.09
L E
V E
E B
A S E
L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S
E L
IN
E L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
58.1’
POWER
POLE
36"
STAND-
PIPE
STAND-
PIPE
24"
VALVE
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F E
N
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
:5
:3
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
NFS2-3732
100500 25
NFS2-3733
SCALE 1"=100’
100500 25
POT 652+45.24
NFS2-3734
SCALE 1"=100’
100500 25
POWER POLE
POT 659+93.32
NFS2-3735
P I
NFS2-3736
SCALE 1"=100’
100500 25
NFS2-3737
SCALE 1"=100’
100500 25
NFS2-3924
SCALE 1"=100’
100500 25
P C
.3
NFS2-3923
SCALE 1"=100’
100500 25
PT 717+71.18
NFS2-3922
SCALE 1"=100’
100500 25
GATE
VALVE
.7
PC 721+37.72
P T
.5
PI
P C
.3
P T
.6
PI P
O
T
.6
PO
T
724+25.88
P O
T
.7
P C
.4
PT 727+06.63
PI
PC 727+59.87
NFS2-3921
SCALE 1"=100’
100500 25
HEADWALL
GATE VALVE
POT 738+26.93
PC 739+40.69
NFS2-3920
SCALE 1"=100’
100500 25
P O
T
.8
NFS2-3919
SCALE 1"=100’
100500 25
POST
P O
T
.5
P O
T
.3
NFS2-3918
SCALE 1"=100’
100500 25
P O
T
.7
P O
T
.4
NFS2-3917
SCALE 1"=100’
100500 25
NFS2-3916
SCALE 1"=100’
100500 25
HEADWALL
P O
T
.7
P O
T
.8
NFS2-3915
SCALE 1"=100’
100500 25
P O
T 790+
75.61
NFS2-3732 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.5
Miles North of Mile 12 North
NFS2-3733 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.7
Miles North of Mile 12 North
NFS2-3734 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.9
Miles North of Mile 12 North
NFS2-3735 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.1
Miles North of Mile 12 North
NFS2-3736 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.3
Miles North of Mile 12 North
NFS2-3737 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.5
Miles North of Mile 12 North
NFS2-3924 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.7
Miles North of Mile 12 North
NFS2-3923 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 4.8
Miles North of Mile 12 North
NFS2-3922 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
150’ +/- North of SH 107
NFS2-3921 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2
Miles North of SH 107
NFS2-3920 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles North of SH 107
NFS2-3919 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles North of SH 107
NFS2-3918 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.7
Miles North of SH 107
NFS2-3917 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.9
Miles North of SH 107
NFS2-3916 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1
Miles North of SH 107
NFS2-3915 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.3
Miles North of SH 107
64.3’ 55.3’
.1
G A
T E V
A L V
E
D
IR
T R
O A
D D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
DIRT ROAD D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
SCALE 1"=100’
100500 25
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
I B
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
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
I B
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
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
S.H. 107
.3
’ 9 .6
.6
97.6’
.7
.2
.2
86.7’
.3
’ 170.7’
60’
.3
’ 6 .9
.3
.2
.8
72’
02.10
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
.2
.3
56.1’
GATE
VALVE
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F E
N
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
:5
:5
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
NFS2-3914
100500 25
G A
T E V
A L V
E
NFS2-3913
SCALE 1"=100’
100500 25
27.5’
.1
.3
P I
NFS2-3912
.7
POWER POLE
P T
.3
820+00
NFS2-3911
SCALE 1"=100’
100500 25
830+00
835+00
NFS2-3910
SCALE 1"=100’
100500 25
835+00
840+00
NFS2-3909
SCALE 1"=100’
100500 25
P C
.7
845+00
P T
.8
PI
850+00
NFS2-3908
855+00
860+00
NFS2-3907
POWER
POLE
865+00
P O
T
.6
870+00
P O
T
.4
NFS2-3906
POWER POLE
875+00
880+00
NFS2-3905
885+00
890+00
NFS2-3904
895+00
900+00
NFS2-3902
915+00
NFS2-3903P
O
T
.8
P O
T
.2
905+00
910+00
NFS2-3901
SCALE 1"=100’
100500 25
P C
.4
PT 924+71.70
P I
POT 926+39.53
NFS2-3914 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4
Miles North of SH 107
NFS2-3913 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6
Miles North of SH 107
NFS2-3912 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8
Miles North of SH 107
NFS2-3911 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.0
Miles North of SH 107
NFS2-3910 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.1
Miles North of SH 107
NFS2-3909 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.3
Miles North of SH 107
NFS2-3908 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.5
Miles North of SH 107
NFS2-3907 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.7
Miles North of SH 107
NFS2-3905 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.0
Miles North of SH 107
NFS2-3904 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.2
Miles North of SH 107
NFS2-3903 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.4
Miles North of SH 107
NFS2-3902 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.6
Miles North of SH 107
NFS2-3906 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.85
Miles North of SH 107
NFS2-3901 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee NFE2 and FM 1425
RET. WALL
49.6’48.2’
108.8’
338.3
49.2’49.8’
.4
’4 .4
.3
51.6’
D
IR
T R
O A
D
D
IR
T R
O A
D
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
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.
IBWC R.O.W.
IBW
C R.O.W
IBW
C R.O.W
IBW
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.
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
F .M
62.4’
41.4’
42.8’
44.6’
38.1’ 41.4’
332.6
350.2
58.6’
.5
02.11
END
24"RCP
END60"RCP
END60"RCP
L E
V E
E B
A S E
L
IN
E
L E V
E E B
A S E L
IN
E
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F E
N
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
:3
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
02.12
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F E
N
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
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFS2
P O
T
S ta
.0
460+
470+00
480+00 490+00
500+00
510+00
520+00 530+00 540+00
NFN2-3800
NFN2-3801 NFN2-3802
NFN2-3804
NFN2-3805
NFN2-3806 N
FN
2-3
S t a
.5
B
K
E Q
U A
T
IO
N
S t a
.5
A
H
10+00
20+00
30+00
40+00
50+00
60+00
70+00
80+00
90+00
NFN2-3808
NFN2-3809
NFN2-3810
NFN2-3811
NFN2-3812
NFN2-3813
NFN2-3814
NFN2-3815
NFN2-3817
NFN2-3803
NFN2-3816
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
SCALE IN FEET
500’ 1000’ 1500’
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
IBWC R.O.W.
F .M
M I L
E
N
O R
T H
M I L
E
N
O R
T H
02.13
SHEET 1 OF 8 SHEETS
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F W
N
F N
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:4
:1
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
LEVEE-NFN2
DRAWN BY: JH CHECKED BY: DB
120+00
130+00
140+00
150+00
160+00
170+00
180+00
190+00
NFN2-3818
N F N
-3
NFN2-3820
NFN2-3821 NFN2-3822
NFN2-3823
N
FN
2-3824
NFN2-3825
NFN2-3826
240+00
250+00
260+00
290+00
N F N
-3
N F N
-3
NFN2-3832
NFN2-3833
N F N
-3
NFN2-3835
NFN2-3836
N
FN
2-3 828210+00
NFN2-3827
NFN2-3831
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
M A
T C
H L
I N
E S
T A
SCALE IN FEET
500’ 1000’ 1500’
IBWC R.O.W
IBWC R.O.W
IB
W
C R .O
.W
IB
W
C R .O
.W
M I L
E
N
O R
T H
M
IL
E
N
O R
T H
M
IL
E
N
O R
T H
S .H
02.14
SHEET 2 OF 8 SHEETS
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d N
F W
N
F N
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:4
:1
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
310+
320+00
330+00
340+00
350+00
360+00
370+00
NFN2-3840
NFN2-3841
N
F N
-3
N F N
-3
N F N
2-3
N F N
2-3
NFN2-3839
NFN2-3842
NFN2-3843
410+00
420+00
430+00
440+00
450+00
460+00
470+00
480+00
490+00
500+00
510+00
520+00
P O
T
S t a
.3
NFN2-3846
NFN2-3847
NFN2-3848
NFN2-3849
NFN2-3850
NFN2-3851
NFN2-3852
NFN2-3853
NFN2-3854
NFN2-3855
NFN2-3856
NFN2-3857
NFN2-3858
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’
IBWC R.O.W.
IBWC R.O.W.
IBW
C R.O.W
IBW
C R.O.W
F .M
02.15
SHEET 3 OF 8 SHEETS
N S
B I n f r a s t r u c t u r e
C
A D
B
M o l d
N
F W
N
F N
I N
D E
X .d g n
STATE COUNTY
TEXAS PROJECT NO.
SHEET
NO.
DIV DESCRIPTIONITEM
DESC
CODE
UNIT EST FINAL
:4
:3
A
M
HIDALGO
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.
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
SURVEY CONTROL SHEETS
D
IR
T R O
A D
D
IR
T R O
A D
NFN2-3800
39.5
28.1
.7
SCALE 1"=100’
100500 25
.8
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3801
.6
SCALE 1"=100’
100500 25
.8
.2
.6
TREE
TREE
FEN
C
E
D
IR
T R
O A
D D
IR
T R
O A
D
NFN2-3802
SCALE 1"=100’
100500 25
.7
.6
77.1’
TREE
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3803
SCALE 1"=100’
100500 25
TREE
.8
19.5’
37.9’
TREE
D
IR
T R
O A
D
NFN2-3804
SCALE 1"=100’
100500 25
.6
.7
.2
T R E E
STRUCTURE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3805
SCALE 1"=100’
100500 25
146.4
216.1’
74’
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3806
F N
C A
T
V E
G L
IN
E
SCALE 1"=100’
100500 25
69.6’
D
IR
T R
O A
D
NFN2-3807
P I
P C
.8
P T
.0
P C
.3
P I
P O
T
.5
P T
.3
P C
.1
465+00
PI
PT 495+58.88
POT 498+85.46
P I
PT 541+67.39
P C
.8
SCALE 1"=100’
100500 25
.1
.2
71.2’
HEADWALL
V A
L V
E
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3808
ISP
SCALE 1"=100’
100500 25
.4
37.3’
85.6’
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3809
PC 3+36.65
P I
PC 7+44.18
P I
PT 4+10.39
PT 8+54.68
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D .9
51.7’
.1
TREE
UTIL. MKR.
NFN2-3810 1
PC 16+78.25
PT 18+28.52
P I
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D
38.2’
44.7’
TREE
TREE
NFN2-3811
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D
.4
.8
42.2’
TREE
TREE
NFN2-3812
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
.4
45.2’
76.7’
TREE
TREE
NFN2-3813
ISP
ISP
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.6
62’
36.1’
TREE
NFN2-3814
PC 57+44.00
PT 61+13.20
P I
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
41.8’
NFN2-3815
NFN2-3800 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2
Miles East of FM 491
NFN2-3803 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles East of FM 491
NFN2-3804 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0
Miles East of FM 491
NFN2-3805 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2
Miles East of FM 491
NFN2-3806 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4
Miles East of FM 491
NFN2-3807 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6
Miles East of FM 491
NFN2-3808 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8
Miles East of FM 491
NFN2-3809 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
150’ +/- North of Mile 12 North
NFN2-3810 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2
Miles North of Nile 12 North
NFN2-3811 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles North of Nile 12 North
NFN2-3812 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles North of Nile 12 North
NFN2-3813 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles North of Nile 12 North
NFN2-3814 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee NFW2 and Mile 13 North
NFN2-3801 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.35
Miles East of FM 491
NFN2-3802 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.55
Miles East of FM 491
NFN2-3815 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.15
Miles North of Mile 13 North
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
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
I B
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
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
IB
W
C R
.O .W
.IB
W
C R
.O .W
IB
W
C R
.O .W
IB
W
C R
.O .W
MILE 13 NORTH
MILE 12 NORTH
UTIL.
MKR.
UTIL.
MKR.
POWER
POLE
02.16
LEVEE B
ASELIN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E V
E E B
A S E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
SHEET 4 OF 8 SHEETS
N
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\o ld
N
F W
\N
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
:4
:5
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
38.9’
.4
.8
TREE
NFN2-3816
SCALE 1"=100’
100500 25
TREE
TREE
.4
.8
.9
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3817
SCALE 1"=100’
100500 25
.5
.9
41.7’
VALVE
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3818
ISP
PI
SCALE 1"=100’
100500 25
17.2’
44.1’
TREE
DIRT ROAD
DIRT ROAD
DIRT ROAD
DIRT ROAD
NFN2-3819
115+00
P C
.4
SCALE 1"=100’
100500 25
.8
.1
32.6’
TREE
TREE
D
IR
T R
O A
D
NFN2-3820
PT 122+51.32
SCALE 1"=100’
100500 25
VALVE
.8
.5
51.8’
D
IR
T R
O A
D
NFN2-3821
ISP
ISP
POT 136+10.89
SCALE 1"=100’
100500 25
141.6’
.9
.4
TREE
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3822
SCALE 1"=100’
100500 25
74.3’1 .4
19.4’
TREE
TREE
D
IR
T R
O A
D
NFN2-3823
P C
54+
47.8
P I
SCALE 1"=100’
100500 25
TREE
42’
.8
12.6’
D
IR
T R
O A
D
NFN2-3825
PT 176+45.31
SCALE 1"=100’
100500 25
11.7’
52.3’
.3
TREE
D
IR
T R
O A
D
NFN2-3824
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
.1
.3
37.2’
TREE
D
IR
T R
O A
D
PI
NFN2-3826
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
.1
.3
65.3
TREE
TREE
D
IR
T R
O A
D
D
IR
T R
O A
D
NFN2-3827
SCALE 1"=100’
100500 25
.6
.3
.6
TREE
TREE
TREE
D
IR
T R
O A
D
NFN2-3828
PI
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
DIRT ROAD 1
83.7’
.8
TREE
TREE
NFN2-3829
215+
220+00
P T
.8
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
TREE
VALVE
105.2’
.7
45.2’
NFN2-3830
ISP
ISP
225+00
P C
.4
230+
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.9
48.4’
TREE NFN2-3831
NFN2-3816 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles North of Mile 13 North
NFN2-3817 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles North of Mile 13 North
NFN2-3818 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles North of Mile 13 North
NFN2-3819 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0
Miles North of Mile 13 North
NFN2-3820 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
300’ +/- North of Mile 14 North
NFN2-3821 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.3
Miles North of Mile 14 North
NFN2-3822 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.5
Miles North of Mile 14 North
NFN2-3823 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.7
Miles North of Mile 14 North
NFN2-3824 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.9
Miles North of Mile 14 North
NFN2-3825 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.1
Miles North of Mile 14 North
NFN2-3826 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.3
Miles North of Mile 14 North
NFN2-3827 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
400’ +/- North of Mile 15 North
NFN2-3829 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.3
Miles North of Mile 15 North
NFN2-3830 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.5
Miles North of Mile 15 North
NFN2-3831 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
300’ +/- South of Mile 16 North
NFN2-3828 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.15
Miles North of Mile 15 North
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.
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
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 . 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
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
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IB
W
C R
.O .W
IB
W
C R
.O .W
MILE 16 NORTH
60" STANDPIPE
02.17
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
LEVEE BASELINE
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E V
E E B
A S E L
IN
E
LEV
EE BA
SELIN
E
LEVEE BASELINE
L E V
E E B
A S E L
IN
E
TREE
UTIL.
MKR.
UTIL.
MKR.
SHEET 5 OF 8 SHEETS
N
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\o ld
N
F W
\N
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
:4
:4
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
DRAWN BY: JN CHECKED BY: DB
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.3
’1 .9
43.9’
TREE
TREE
NFN2-3832
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
D
IR
T R
O A
D
D
IR
T R
O A
D
88.3’
24.1’
41.6’
TREE
TREE
NFN2-3833
P I
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.6
.8
28’
TREE
TREE
NFN2-3834
270+00
P C
.5
P T
.8
P I
P T
.2
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
34.3’
.4
48.7’
VALVE
NFN2-3835
ISP
PT 286+04.98
P I
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D 2 .9
43’
TREE
NFN2-3836
POT 295+99.39
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.1
62.3’
.6
TREE
TREE
NFN2-3837
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.5
53’
.5
TREE
TREE
NFN2-3838
ISP
ISP
PC 314+72.143
P I
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
PI
TREE
.9
52.5’
.8
NFN2-3839
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.6
52.2’
40’
TREE
STRUCTURE
NFN2-3840
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
43.8’
.5
20.3’
TREE
TREE
NFN2-3841
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
94.8
48.1’
.6
TREE
TREE
NFN2-3842
PO
T 358+92.81
SCALE 1"=100’
100500 25
D
IR
T R
O A
D
.7
.9
48.6’
TREE
STRUCTURE
NFN2-3843
PO
T 369+29.86
PC
371+20.33
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
133.9
60.3’
44.3’
TREE
TREE
NFN2-3844
380+00
SCALE 1"=100’
100500 25
DIRT ROAD
.3
.3
’61.2’
TREE
TREE
NFN2-3845
390+00
SCALE 1"=100’
100500 25
DIRT ROAD
TREE
TREE
143’
NFN2-3846
405+00
SCALE 1"=100’
100500 25
DIRT ROAD
193.4
81.5’
.6
TREE
TREE
NFN2-3847
ISP
ISP
ISP
P O
T
.1
P O
T
.2
P O
T
.2
NFN2-3832 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
750’ +/- North of Mile 16 North
NFN2-3834 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located
250’ +/- North of SH 107
NFN2-3833 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.1
Miles South of SH 107
NFN2-3836 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles North of SH 107
NFN2-3837 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles North of SH 107
NFN2-3838 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles North of SH 107
NFN2-3839 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.0
Miles North of SH 107
NFN2-3840 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.2
Miles North of SH 107
NFN2-3841 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.4
Miles North of SH 107
NFN2-3842 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.6
Miles North of SH 107
NFN2-3843 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 1.8
Miles North of SH 107
NFN2-3844 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.0
Miles North of SH 107
NFN2-3845 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.2
Miles North of SH 107
NFN2-3835 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.25
Miles North of SH 107
NFN2-3847 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.65
Miles North of SH 107
NFN2-3846 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.45
Miles North of SH 107
415+00
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
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
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
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
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
S.H. 107
UTIL.
MKR.
02.18
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S
E L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S E
L
IN
E
L E
V E
E B
A S E
L
IN
E
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
PI
SHEET 6 OF 8 SHEETS
N
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\o ld
N
F W
\N
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
:4
:0
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
DRAWN BY: JN CHECKED BY: DB
DIRT ROAD
288.8’
244.7
.9
TREE
TREE
NFN2-3848
425+00
SCALE 1"=100’
100500 25
DIRT ROAD
158.9
80.9’
20.6’
TREE
TREE
PI
NFN2-3849
435+00
SCALE 1"=100’
100500 25
DIRT ROAD
TREE
TREE
252’
76.1’
39.7’
NFN2-3850
445+00
P T
.6
SCALE 1"=100’
100500 25
DIRT ROAD
301.2’ 40.3’
35’
TREE
TREE
NFN2-3851
455+00
SCALE 1"=100’
100500 25
212.9’
31.3’
42.1’
TREE
TREE
NFN2-3852
465+00 P O
T
.5
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
DIRT ROAD
347.6’
245.9’
.8
TREE
PI
DIRT ROAD
NFN2-3853
475+00
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
DIRT ROAD
DIRT ROAD
.5
30.3’
TREE
NFN2-3854
485+00
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
SCALE 1"=100’
100500 25
DIRT ROAD
406.6’
.7
.7
TREE
TREE
NFN2-3855
495+00
SCALE 1"=100’
100500 25
DIRT ROAD
255.4’
.6
’ 7 .9
’TREE
TREE
NFN2-3856
505+00
SCALE 1"=100’
100500 25
DIRT ROAD
548.6’
.8
23.9’
TREE
TREE
NFN2-3857
P O
T
.7
515+00
SCALE 1"=100’
100500 25
DIRT ROAD
.8
’ 75’
75.3’
TREE SIGN
NFN2-3858
525+00
P O
T
.3
NFN2-3849 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.0
Miles North of SH 107
NFN2-3850 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.2
Miles North of SH 107
NFN2-3851 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.4
Miles North of SH 107
NFN2-3852 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.6
Miles North of SH 107
NFN2-3853 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 3.8
Miles North of SH 107
NFN2-3854 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.8
Miles West of FM 1425
NFN2-3855 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.6
Miles West of FM 1425
NFN2-3856 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.4
Miles West of FM 1425
NFN2-3857 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 0.2
Miles West of FM 1425
NFN2-3858 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located at the intersection of Levee NFW2 and FM 1425
NFN2-3848 Set 5/8" Iron Rod w/ RODS Cap in concrete, Located 2.85
Miles North of SH 107
IBWC R.O.W
IBWC R.O.W
IBWC R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
C R.O.W
IBW
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.
F M
B R
ID
G
E D
E C
K
02.19
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
LEVEE BASELINE
SHEET 7 OF 8 SHEETS
N
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\o ld
N
F W
\N
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
:4
:2
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
DRAWN BY: JN CHECKED BY: DB
02.20
SHEET 8 OF 8 SHEETS
N
S B
I n f r a s tr u c tu r e
\2
\C
A D
\B M
\o ld
N
F W
\N
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
:4
:4
A
M
HIDALGO
Engineering Management Technology
S&B Infrastructure, Ltd. Firm Registration Number: 1582
IBM09T0018
6810 LEE ROAD
SPRING, TEXAS 77379
REHABILITATION OF NORTH FLOODWAY
NORTH AND SOUTH LEVEES
(BASELINE RD. TO HIDALGO CO. LINE)
DRAWN BY: JN CHECKED BY: DB
SURVEY CONTROL SHEETS
LEVEE-NFN2
darrell Typewritten Text
NOTE: COORDINATE TABLE ELEVATIONS UPDATED 6/11/09
File details come from the government source that posted it. Updated .