191BWC22R0002_A00004 Drawings_20220426_FS.pdf
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N A
V D
N A
V D
1676+00 1677+00 1678+00 1679+00 1680+00 1681+00 1682+00 1683+00 1684+00 1685+00 1686+00 1687+00
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
0.05% 0.00%
P V
I
S
T A
E L
B r u s h v e g e t a t i o n
Brush vegetation
B rush vegetation
O
H
O
H
West river bank
Chainlink fence
Chainlink fence
Chainlink fence
Private Lateral
Wooden fence
O H
O H
O H
Wood post
Site post
Railroad ties
Landscaping
Rock piles
Irrigation gate
Chainlink fence
MON#35865
MON#35047
MON#26839
MON#30447
MON#30448
MON#30446
MON#35870
P
C
PC: 1683+18.89
P T
M i d
1685+00
I B
W C
B
W c t b
A N
S I f u l l b l e e d
D x
I n c h e s
D W
G
T o
P
D F p c
3 4 5
2 3 4
United States Section
SOLICITATION/RFP NUMBER
s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
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N
AL
B
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N
DA
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CONTRACT NUMBER
P l o t
S c a l e
P l o t
D e v i c e
A u t o C
V r s i o n
I N
T E
R
N
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D a t e a n d
T i m e
P l o t t e d
P
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D a t e
L a s t
S a v e d
P
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C I B
W C d w g
IBWC Border V20170817
S h e e t S e t
N a m e
R I
G
A
N D
E
C
A N
A L I Z
A T
I O
N
P
R O
J E
C T
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 01-28-2022USIBWC HQ-CON
C262
WEST LEVEE
PLAN AND PROFILE
STA: 1676+00 TO 1687+00
R
A
N D
E
C
A N
A L
I Z
A T
I O
N
P
R O
J E
C T
S U
N L A
P
R
K
L E
V E
E
R
E P
A I R
W E
S T
L
V E
E
F o r
C o n s t r u c t i o n
Existing ground at ℄ of construction
M a t c h l i n e
S
T A
LANDSIDE
RIVERSIDE
S e e s h e e t
C
M a t c l i n
A
S s e e t
C
0 100'25' 1"=50' 0 10'2 1/2' 1"=5'
HORZ:
VERT:
17' TOP OF LEVEE WIDTH
USIBWC R.O.W. LINE
NEW TOE
NEW TOE
NEW TOLE AT ℄
℄ NEW LEVEE ALIGNMENT
Notes:
1. Encroachments including landscaping, fences, rockwalls, and overgrown vegetation may not be identified on the drawings.
Contractor shall remove all encroachments encountered inside the
ROW during construction unless otherwise noted.
2. From approximately Sta 1679+00 to EOP wire backed silt fence with metal stakes was left in the willows against the river bank. If
Contractor removes willows, remove all silt fence, wire, and stakes.
3. Sta 1683+00 to 1684+00 does not have a Typical Section. This area is a transition area from Typical Section 1 to Typical Section 7 which starts at 1684+00.
4. Remove landside ramp at Sta 1685+00. Remove additional fill at this location creating a final surface that blends uniformly from the existing ground at Sta 1684+00 to the existing ground at 1685+75.
5. Irrigation ditch shall be protected in place during construction.
Encroachment type Start station & offset Adjacent property ownerEnd station & offset
Chain link fence 1682+25.44 & 56.88' Rt 1684+88.61 & 41.68' Rt
Fernando & Aurora Silva.
No. 772442 UPC No. 4-017-167-303-311
Railroad ties and landscaping
1685+58.20 & 37.24' Rt 1687+71.45 & 29.69' Rt
David & Cheryl Warring.
No. 0431336 UPC No. 4-017-167-305-355
100-YR WSE
SEE NOTE 5
REMOVE & DISPOSE
OF USIBWC SIGN
A n d r e a
G l o v e r
P
E
R e v i s e d
N o t e
191BWC22R0002
26972-000-01
A
N
D
R
E
A G
L
O
V
E
R
N
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W
M E
X
I
C
O
16634
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F
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C I
1/28/2022
V D
N A
V D
1687+00 1688+00 1689+00 1690+00 1691+00 1692+00 1693+00 1694+00 1695+00 1696+00 1697+00 1698+00
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
L
E G
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T O
L E
T O
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T O
L E
T O
L E
T O
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T O
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T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
T O
L E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
W S
E
-0.17%
0.00%
P V
I
S
T A
E L
P V
I
S
T A
E L
P
A
E
L
P V
I
S
E L
T P
TP
O
H
Brush vegetation
West river bank
Chainlink fence
Rockwall
RockwallRockwall
O
H
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
MON#35048
MON#35049
MON#30449
P I
E P
P T
M i d
1690+00
1695+00
I B
W C
B
W c t b
A N
S I f u l l b l e e d x
I n c h e s
D W
G
T o
P
D F p c
3 4 5
2 3 4
United States Section
SOLICITATION/RFP NUMBER
s
L M
S
T e c h
P l o t
S t y l e
T a b l e
N a m e
P a p e r
S i z e
C A
D
F i l e n a m e
1 2
D
C
B
A
International Boundary & Water Commission
D
C
B
A
IN
TE
RN
AT
IO
N
AL
B
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N
DA
RY
A
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W
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CONTRACT NUMBER
P l o t
S c a l e
P l o t
D e v i c e
A u t o C r s i o n
I N
T E
R
N
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N
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A
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A
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D a t e a n d
T i m e
P l o t t e d
P
M
D a t e
L a s t
S a v e d
P
M
C I B
W C d w g
IBWC Border V20170817
S h e e t S e t
N a m e
R
A
N D
E
C
A N
A L I Z
A T
I O
N
P
R O
J E
C T
DESIGNED BY
IBWC CONTRACTOR NAME
IBWC CONTRACT/TASK ORDER
Arcadis U.S. Inc., IBM15D0001/IBM17T0010
Arcadis U.S. Inc., 01-28-2022USIBWC HQ-CON
C263
WEST LEVEE
PLAN AND PROFILE
STA: 1687+00 TO 1698+00
R
A
N D
E
C
A N
A L
I Z
A T
I O
N
P
R O
J E
C T
S U
N L A
P
R
K
L E
V E
E
R
E P
A I R
W E
V E
E
F o r
C o n s t r u c t i o n
Existing ground at ℄ of construction
LANDSIDE
M a t c h l i n e
S
T A
S e e s h e e t
C
USIBWC R.O.W. LINE
NEW TOLE AT ℄
NEW TOE
NEW TOE
RIVERSIDE
17' TOP OF LEVEE WIDTH
0 100'25' 1"=50' 0 10'2 1/2' 1"=5'
HORZ:
VERT:
℄ NEW LEVEE
ALIGNMENT
END PROJECT
WEST LEVEE
STA : 1697+74.24
STA: 1695+00: BEGIN
RIVERSIDE LEVEE
TRANSITION
STA: 1696+00: END
RIVERSIDE LEVEE
TRANSITION
RIPRAP
SEE NOTE 4
SEE NOTE 6
Encroachment type Start station & offset Adjacent property ownerEnd station & offset
Railroad ties and landscaping
1685+58.20 & 37.24' Rt 1687+71.45 & 29.69' Rt
David & Cheryl Warring. Reception No. 0431336
BK. 552, Pg. 1284 UPC No. 4-017-167-305-355
Notes:
1. Encroachments including landscaping, fences, rockwalls, and overgrown vegetation may not be identified on the drawings. Contractor shall remove all encroachments encountered inside the ROW during construction unless otherwise noted.
2. From approximately Sta 1679+00 to EOP wire backed silt fence with metal stakes was left in the willows against the river bank. If Contractor removes willows, remove all silt fence, wire, and stakes.
3. Sta 1691+00 to 1692+00 does not have a Typical Section. This area is a transition area of Typical Section 7 with a landside transition from 3H:1V to 2.5H:1V.
4. Sta 1695+00 to 1696+00 does not have a Typical Section. This area is a transition area from Typical Section 7 to Typical Section 5 which starts at 1696+00.
5. See Specification 35.42.37 for Riprap.
6. Remove approx. 9 inches of soil from the new landside toe of the levee to the R.O.W.
from Sta 1690+00 to 1697+50. Protect monument #35049 in place.
7. Install USIBWC Notice signs A and F per Detail 13 on USIBWC sheet 26424-5.
M a t c h l i n e
S
T A
S e e s h e e t
C
100-YR WSE
Chain link fence 1687+82.23 & 39.26' Rt 1691+24.76 & 39.48' Rt
Lee & Rowena Marcontel. Reception No. 042853
BK. 493, Pg. 1522 UPC No. 4-017-168-300-385
SEE NOTE 7
A n d r e a
G l o v e r
P
E
R e v i s e d
N o t e
26973-000-01
A
N
D
R
E
A G
L
O
V
E
R
N
E
W
M E
X
I
C
O
16634
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N
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A
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OISS
E
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1/28/2022
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