W912HN19B5001_P7.pdf
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- W912HN19B5001
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W912HN-19-B-5001 DRAWINGS P7
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Other files
| File | Type | Posted |
|---|---|---|
| BID_ABSTRACT_W912HN19B5001-.pdf | ||
| Attendance_Roster_Bid_Opening_W912HN19B5001.pdf | ||
| BID_ABSTRACT_W912HN19B5001.pdf | ||
| Amd_4_conformed.pdf | ||
| Amd_4.pdf | ||
| KITB_Survey_12Jan17.xyz.txt | TXT text file | |
| 19B5001.pdf | ||
| KITB-2018-SHEP-ws-chn.lnw | — | |
| 12a_design_11-13-18.txt | TXT text file | |
| 12A_15-29oct2018.xyz.txt | TXT text file | |
| Amd3.pdf | ||
| W912HN-19-B-5001_AMD2.pdf | ||
| W912HN19B5001_P1c.pdf | ||
| amd2.pdf | ||
| 19B5001.pdf | ||
| Savannah_Harbor_As_Built_1994_FIO.pdf | ||
| W912HN19B5001_P7.pdf | ||
| W912HN19B5001_P1a.pdf | ||
| W912HN19B5001_P1b.pdf | ||
| Site_Visit_5-23-19.pdf | ||
| 19B5001.pdf | ||
| amd1.pdf | ||
| W912HN19B5001_P9.pdf | ||
| W912HN19B5001_P4.pdf | ||
| W912HN19B5001_P3.pdf | ||
| W912HN19B5001_P1.pdf | ||
| W912HN19B5001_P2.pdf | ||
| W912HN19B5001_P5.pdf | ||
| W912HN19B5001_P6.pdf | ||
| W912HN19B5001_P8.pdf | ||
| W912HN19B5001_P3.pdf | ||
| Savannah_Harbor_As_Built_1994_FIO.pdf | ||
| W912HN19B5001_P2.pdf | ||
| W912HN19B5001_P4.pdf | ||
| 19B5001.pdf | ||
| W912HN19B5001_P1.pdf |
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A1
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E
200' 200'
200'
R A
N G
E
Y- 779000
Y- 780000
X
X
X
Y- 779000
Y- 780000
X
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X
Y- 782000
C O
N T
A I
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B
R T
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KOCH ASPHALT CO.
X
200' 200'
R A
N G
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T R
A N S
M
IS
S
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X
Y- 781000
STA. 103 + 000
IT
E H
A L L -K
IN
G S I S
L A
N D
C L
E A
R A
N C
M
H
200' 200'
100' 101'
MATCHLINE STA 101+5
185'
47' PROJECT START/END OF DREDGING
IMPERIAL SUGAR
G E
O R
G I
A
P
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M P
A N
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S T
A T
O S
T A
N 779,917.0
N 779,872.8
N 778,992.5
N 778,961.7
REVETMENT
CH101
R E
V E
T M
E N
T P
L A
N
ROCK REVETMENT
ARGYLE ISLAND
36' PROJECT
(SEE TYPICAL SECTION ON SHEET CH103)
ROCK STAGING AREA
BORROW AREA/ALTERNATE
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13-MAY-2019 12:14
IP_PWP:dms22110\zxach101.dgn
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M S
ISSUE FOR CONSTRUCTION
M A
Y
51-S
52-G
53-G
54-G
1000' STATION ON CL
250' STATION ON CL
BEACON OR RANGE MARKER
BUOY
DESIGN CHANNEL TOE
EXISTING CHANNEL TOE
CONTOUR LINE
LEGEND
MATCHLINE ENDPOINT
101 CHANNEL STATIONING (1000 FT)
D2 MAGNETIC ANOMALY
BN-22
BN-16
CLEARING LIMITS
SHALL BE BINDING ON ALL PARTIES CONCERNED.
DETERMINATIONS MADE BY THE CONTRACTING OFFICER
MAKE A DETERMINATION FOR OPERATIONAL PROCEDURES.
ATTENTION OF THE CONTRACTING OFFICER, WHO WILL THEN
THAT ARISE FROM AREA USE SHALL BE BROUGHT TO THE
PROGRESS OF EACH. ANY DISPUTES OR DISAGREEMENTS
CONTRACTORS AS NEEDED TO ENSURE THE ORDERLY
CONTRACTOR SHALL COORDINATE WORK WITH THE OTHER
AREA BETWEEN THE MAIN ROAD AND DMCA 2A. THE
OTHER CONTRACTORS WILL BE PERFORMING WORK IN THE 7.
ANY DAMAGED DRAINAGE OR UNDERGROUND STRUCTURES.
MAINTENANCE OF ACCESS ROADS OR THE REPLACEMENT OF
NO ADDITIONAL PAYMENT WILL BE MADE FOR THE
UNDERGROUND STRUCTURES CROSSING THE ACCESS ROADS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 6.
THE ROCK REVETMENT.
ACCESS ROAD FROM WAYNE SHACKLEFORD PARKWAY TO
RESPONSIBLE FOR THE UPKEEP AND MAINTENANCE OF THE
THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR IS
COMPLETION OF THE CONTRACT AS THEY WERE PRIOR TO
ROADS IN AN EQUAL OR BETTER CONDITION UPON
BEEN COMPLETED. THE CONTRACTOR SHALL LEAVE ALL
DURING THE PROJECT UP UNTIL THE ROCK REVETMENT HAS
MAINTENANCE, REPAIR, AND UPKEEP OF ACCESS ROADS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 5.
NOT EXCEED SLOPES OF 1 VERTICAL TO 3 HORIZONTAL.
THE EXISTING DIKE. BORROW AREA SIDE SLOPES SHALL
BORROW SHALL NOT BE EXCAVATED WITHIN 60 FEET OF
UNLESS OTHERWISE DIRECTED OR APPROVED BY THE COR, 4.
THIS DRAWING AND VH103A.
APPROXIMATE EXTENTS OF BORROW LIMITS ARE SHOWN ON
OBTAINED FROM SPECIFIED AREAS WITHIN DMCA 2A. THE
FILL MATERIALS FOR ROADWAY REHABILITATION CAN BE 3.
REHABILITATION AND ONGOING MAINTENANCE.
AREA THE DMCA 2A DIKE ROADWAY WILL REQUIRE
IN ORDER TO ACCESS THE ROCK REVETMENT PLACEMENT 2.
BIDDING.
BIDDING ON THIS WORK VISIT THE PROJECT SITE PRIOR TO
IT IS STRONGLY RECOMMENDED THAT CONTRACTORS 1.
NOTES:
E 973,808.6
E 973,785.2
E 973,972.1
E 974,011.5
A1
SCALE: 1"=200'
GRAPHIC SCALE
N
400'0 200'
Copyright © (16 May 2017) DigitalGlobe, Nextview License
N G E
R A N G E
0'
0'
F L
O O
D
E B B
Y- 776000
Y- 777000
Y- 778000
Y- 779000
X
X
Y- 777000
Y- 778000
Y- 779000
X
X
X
X
X
Y- 776000
X
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B E
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H
C O
N T
A I
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K
IN
G S I S
L A
MATCHLINE STA 101+5
MAT
CHLIN
E
STA
+50
475'
9'
G E
O R
G I
A
P
O W
M P
A
A N S
M I S S I
N E
X
X
1600' DESIGN DIAMETER
KINGS ISLAND TURNING BASIN
S T
A T
O S
T A
DISPOSAL AREA 2A
ARGYLE-HUTCHINSON ISLAND
REVETMENT
CH102
R E
V E
T M
E N
T P
L A
N
ROCK REVETMENT
ARGYLE ISLAND
(GEORGIA PORTS AUTHORITY)
GARDEN CITY TERMINAL
(SEE TYPICAL SECTION ON SHEET CH103)
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M A
Y
50-G
51-S
1000' STATION ON CL
250' STATION ON CL
BEACON OR RANGE MARKER
BUOY
DESIGN CHANNEL TOE
EXISTING CHANNEL TOE
CONTOUR LINE
LEGEND
MATCHLINE ENDPOINT
101 CHANNEL STATIONING (1000 FT)
D2 MAGNETIC ANOMALY
BN-16
BN-12
BN-14
CLEARING LIMITS
SILT FENCE (DOUBLE ROW)
A2
A2
N 778,409.5
E 974,923.4
N 776,879.0
E 975,870.8
N
SCALE: 1"=200'
GRAPHIC SCALE
400'0 200'
Copyright © (16 May 2017) DigitalGlobe, Nextview License
2.7:1
3:1
E L
E V
A T I
L W
-20 0 20 40 60 80
-20
-10
-10
-20
-40
18'
SHORELINE PROTECTION TYPICAL SECTION
EXISTING GRADE
4'
5'
EL. 1.0
EL. -4.0
EL. 17.0
EL. 10.75
EL. 13
18" UNDERLAYER STONE
LINE
EXCAVATION
TURNING BASIN
NEW SLOPE OF9" BEDDING STONE
TIDAL ZONE
FILTER STONE
BACKFILL WITH
TO DRAIN FROM DIKE TOE
SLOPE OF AT LEAST 2%
MATERIAL TO A MINIMUM
BACKFILL WITH EXCAVATED
locations within dmca 2a.
excess excavated materials can be utilizied as fill for access road improvements or disposed of in cor approved 5.
horizontal alignment shown on these plates coincide with the zero on the horizontal axis of the above cross section.
THE EXTENT OF THE AREA REQUIRING SHORELINE PROTECTION IS SHOWN ON PLATES CH101 AND CH102. coordinates for the 4.
CONSTITUTE A CHANGED CONDITION UNDER THE CONTRACT CLAUSES.
AND DYNAMIC RIVER ENVIRONMENT. ANY CHANGES DUE TO THE RIVER ENVIRONMENT ARE CONSIDERED NORMAL AND WILL NOT
THE CONTRACTOR SHALL RECOGNIZE THAT THE PROJECT SITE IS LOCATED ALONG THE SAVANNAH RIVER SHORELINE AND IS AN ACTIVE 3.
TEMPLATE.
A REAL-TIME GPS SYSTEM SHALL BE UTILIZED ON ALL EQUIPMENT USED FOR PLACEMENT OF STONE WITHIN THE SPECIFIED STONE 2.
TOE OF THE REVETMENT IS AT AN ELEVATION OF -4 mllw.
UNLESS OTHERWISE NOTED, TOP OF STONE ELEVATION ALONG THE PROPOSED REVETMENT ALIGNMENT IS AT ELEVATION 17.0 MLLW. THE 1.
NOTES:
ARMOR STONE
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CH103
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IP_PWP:dms22110\zxach103.dgn
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ISSUE FOR CONSTRUCTION
M A
Y
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
CHANNEL CURVE WIDENER & CHANNEL
STATION 103+000 TO 102+000
NOT TO SCALE
200'
REQUIRED SECTION
CL
MAX PAY SLOPE
TYPICAL SECTION
KINGS ISLAND TURNING BASIN
KINGS ISLAND TURNING BASIN
NOT TO SCALE
MAX PAY SLOPE
VARIES+
EL 0.0 MLLW EL 0.0 MLLW
CN301
C H
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B O
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A1-A1
A2-A2
185' VARIES 396'-300'
VARIES 501'-575'
CHANNEL
VARIES 185'-157'
NEW TOE
VARIES
WIDENED CHANNEL
0'-90'
-42.0' EXISTING REQUIRED DEPTH
MAX PAY SLOPE
76'
110'-1276'
NEW TOE
ON BACKSIDE OF TURNING BASIN
-50.0' EXISTING REQUIRED DEPTH
-44.0' EXISTING REQUIRED DEPTH
VARIES 342'-370'
WIDENED CHANNEL
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
STA. 97+750-91+600
EL 0.0 MLLW
B1-B1
216'-200'
VARIES
285'
VARIES 501'-485'
-44.0' EXISTING REQUIRED DEPTH
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
VARIES
VARIES
EL 0.0 MLLW
STA. 91+600 TO 89+500
B2-B2
-44.0' EXISTING REQUIRED DEPTH
VARIES
308' TO 233' 235' TO 250'
ADJACENT TO MARSH ISLAND TURNING BASIN
470' TO 548'
EL 0.0 MLLW
STA. 89+500 TO 85+960
B3-B3
-44.0' EXISTING REQUIRED DEPTH
363' TO 235' 285' TO 235'
613' TO 470'
EL 0.0 MLLW
B4-B4
STA. 85+960 TO 77+600
-44.0' EXISTING REQUIRED DEPTH
235' 235'
470'
EL 0.0 MLLW
B5-B5
235'
-44.0' EXISTING REQUIRED DEPTH
STA. 77+600 TO 76+250
EL 0.0 MLLW
B6-B6
STA. 76+250 TO 72+000
-44.0' EXISTING REQUIRED DEPTH
235' 235'
470'
EL 0.0 MLLW
B7-B7
235'
-44.0' EXISTING REQUIRED DEPTH
235' TO 328'
470' TO 563'
EL 0.0 MLLW
B8-B8
235'
-44.0' EXISTING REQUIRED DEPTH
STA. 71+000 TO 70+000
328'
563'
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
VARIES
VARIES
VARIES
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
STA. 72+000 TO 71+000
VARIES
VARIES
REQUIRED SECTION
CL
TYPICAL SECTION
MAX PAY SLOPE
MAX PAY SLOPE
CHANNEL
NOT TO SCALE
STATION 102+000 TO 97+750
VARIES
235' TO 300' TO 235'
VARIES
470' TO 535' TO 470'
-52.0' ALLOWABLE DISTURBANCE DEPTH
-60.0' ALLOWABLE DISTURBANCE DEPTH
-54.0' ALLOWABLE DISTURBANCE DEPTH -54.0' ALLOWABLE DISTURBANCE DEPTH
-54.0' ALLOWABLE DISTURBANCE DEPTH
-41.0'
1.5
-41.0'
1.5
-54.0' ALLOWABLE DISTURBANCE DEPTH -54.0' ALLOWABLE DISTURBANCE DEPTH
-54.0' ALLOWABLE DISTURBANCE DEPTH-54.0' ALLOWABLE DISTURBANCE DEPTH
MAX PAY SLOPE
-47.0' REQUIRED DESIGN DEPTH -49.0' REQUIRED DESIGN DEPTH
-55.0' REQUIRED DESIGN DEPTH
-49.0' REQUIRED DESIGN DEPTH
PAY SLOPE
MAX
-49.0' REQUIRED DESIGN DEPTH
PAY SLOPE
MAX
-49.0' REQUIRED DESIGN DEPTH
PAY SLOPE
MAX
-49.0' REQUIRED DESIGN DEPTH
PAY SLOPE
MAX
PAY SLOPE
MAX
-49.0' REQUIRED DESIGN DEPTH
(F A
C
IN
G U
P S
T R
E A
M
-49.0' REQUIRED DESIGN DEPTH
-49.0' REQUIRED DESIGN DEPTH -49.0' REQUIRED DESIGN DEPTH
-54.0' ALLOWABLE DISTURBANCE DEPTH
-51.0' ALLOWABLE OVERDEPTH-49.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH
-54.0' ALLOWABLE DISTURBANCE DEPTH/MAX PAY DEPTH
-57.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH
-51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH-51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH-51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH
-51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH -51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH -51.0' ALLOWABLE O.D./MAX PAY DEPTH
-51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH-51.0' ALLOWABLE OVERDEPTH/MAX PAY DEPTH
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V A
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A H H
A R
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R E
X P
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S
IO
N P
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A R
B O
R D
R E
D G
IN
G S
T A
T
O
F Y
W
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B
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A V
E C
C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\CN301.dgn
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300-350
STA 70+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300-350
STA 70+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300-350
STA 70+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300-350
STA 70+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300-350
STA 70+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300-350
STA 70+500
CN302
S T
A T
IO
N
T
O
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
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K E
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Y
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S
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E
SHEET ID
F
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A M
E
B
C
D
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G
2 3 4 5 6 7 8 9 10
S O
L
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IT
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IO
N N
O
D E
S
IG
N E
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A
M A
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IT
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D B
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D A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\zxacn302.dgn
C A
T E
G O
R Y C
O a c n .d g n
S A
V A
N N
A H D
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T R
IC
T
U .S
A R
M Y C
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F E
N G
IN
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W
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P E A
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IN
G S
T A
T
O
F Y
W
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C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
120'0 60'
SCALE: 1"=60'
A T
IO
N
T
O
CN303
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 470-100-200-300-350
STA 70+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 470-100-200-300-350
STA 70+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 470-100-200-300-350
STA 70+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 470-100-200-300-350
STA 70+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 470-100-200-300-350
STA 71+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 470-100-200-300-350
STA 71+100
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
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IT
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D B
Y
D A
T E
C O
N T
R A
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O
®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\zxacn303.dgn
C A
T E
G O
R Y C
O a c n .d g n
S A
V A
N N
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T R
IC
T
U .S
A R
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P S O
F E
N G
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W
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O R
P E A
V E
N U
E
S A
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S C
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N
C W
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R
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G
IA
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A
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R E
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IO
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N
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A R
B O
R D
R E
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IN
G S
T A
T
O
F Y
W
H N
B
J L
A V
E C
C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN304
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 440-100-200-300-350
STA 71+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 440-100-200-300-350
STA 71+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 440-100-200-300-350
STA 71+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 440-100-200-300-350
STA 71+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 440-100-200-300-350
STA 71+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 440-100-200-300-350
STA 71+700
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
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D B
Y
D A
T E
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N T
R A
C T N
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\zxacn304.dgn
C A
T E
G O
R Y C
O a c n .d g n
S A
V A
N N
A H D
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T R
IC
T
U .S
A R
M Y C
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F E
N G
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E E
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W
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T O
G L E
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P E A
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E
S A
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IA
D E
S C
R
IP
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C W
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W
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A N
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R
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A
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A
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O
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B
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C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN305
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 71+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 71+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+800
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
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S U
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IT
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D B
Y
D A
T E
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R A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\zxacn305.dgn
C A
T E
G O
R Y C
O a c n .d g n
S A
V A
N N
A H D
IS
T R
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T
U .S
A R
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W
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G L E
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P E A
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S A
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S C
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W
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A N
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R
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IA
A
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IN
A
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IN
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O
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W
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B
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C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN306
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 72+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 73+900
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
LEGEND FOR CROSS SECTIONS
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
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IT
A T
IO
N N
O
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S
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N E
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A
M A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\zxacn306.dgn
C A
T E
G O
R Y C
O a c n .d g n
S A
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N N
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A
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A
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C
W
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN307
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 74+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+000
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
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E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
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IO
N N
O
D E
S
IG
N E
D B
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A
M A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:15
IP_PWP:dms22110\zxacn307.dgn
C A
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
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O
CN308
-20
-30
-40
-50
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E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 75+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 76+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 350-100-200-300-350
STA 76+100
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
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E
SHEET ID
F
IL
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E
B
C
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F
G
2 3 4 5 6 7 8 9 10
S O
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N N
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S
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A
M A
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US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn308.dgn
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C
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ISSUE FOR CONSTRUCTION
M A
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GRAPHIC SCALE
A T
IO
N
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O
CN309
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 76+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 77+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 77+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 77+200
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
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E
SHEET ID
F
IL
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
S O
L
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IT
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IO
N N
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S
IG
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A
M A
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US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn309.dgn
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D E
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C
W
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN310
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 77+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 77+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 77+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 77+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 77+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 77+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 77+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+300
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
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K E
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Y
D R
A W
N B
Y
IS
S
U E D
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SHEET ID
F
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C
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G
2 3 4 5 6 7 8 9 10
S O
L
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N N
O
D E
S
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R A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn310.dgn
C A
T E
G O
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O a c n .d g n
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D E
S C
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C W
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R
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A
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R D
R E
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A V
E C
C
W
IL
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN311
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 78+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+400
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
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E
SHEET ID
F
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E N
A M
E
B
C
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F
G
2 3 4 5 6 7 8 9 10
S O
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N N
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D E
S
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N E
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A
M A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn311.dgn
C A
T E
G O
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A
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C
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ISSUE FOR CONSTRUCTION
M A
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GRAPHIC SCALE
A T
IO
N
T
O
CN312
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 79+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+500
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
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K E
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Y
D R
A W
N B
Y
IS
S
U E D
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E
SHEET ID
F
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E
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C
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2 3 4 5 6 7 8 9 10
S O
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N N
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US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn312.dgn
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T
O
CN313
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 80+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+600
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
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US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn313.dgn
C A
T E
G O
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O a c n .d g n
S A
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N N
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T R
IC
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U .S
A R
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P S O
F E
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IN
E E
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W
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G L E
T H
O R
P E A
V E
N U
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S A
V A
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G
IA
D E
S C
R
IP
T
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C W
K
W
W
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S S
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A R
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R
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G
IA
A
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A R
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IN
A
S A
V A
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A R
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R E
X P
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IO
N P
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C T
IN
N
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A R
B O
R D
R E
D G
IN
G S
T A
T
O
F Y
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B
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A V
E C
C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN314
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 81+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+700
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn314.dgn
C A
T E
G O
R Y C
O a c n .d g n
S A
V A
N N
A H D
IS
T R
IC
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U .S
A R
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O R
P S O
F E
N G
IN
E E
R S
W
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T O
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T H
O R
P E A
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N U
E
S A
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IA
D E
S C
R
IP
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N
C W
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W
W
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IN
S S
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A N
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H H
A R
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G
IA
A
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A R
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IN
A
S A
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R E
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IO
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R O J E
C T
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N
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R D
R E
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IN
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T A
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O
F Y
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A V
E C
C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN315
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 82+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+800
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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S
IZ
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IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn315.dgn
C A
T E
G O
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O a c n .d g n
S A
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N N
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A R
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P E A
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S A
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O R
G
IA
D E
S C
R
IP
T
IO
N
C W
K
W
W
IG
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IN
S S
A V
A N
N A
H H
A R
B O
R
G E
O R
G
IA
A
N D S
O U
T H C
A R
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IN
A
S A
V A
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A R
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R E
X P
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N P
R O J E
C T
IN
N
E R H
A R
B O
R D
R E
D G
IN
G S
T A
T
O
F Y
W
H N
B
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A V
E C
C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN316
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 83+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 84+900
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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S
IZ
E
S U
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IT
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D B
Y
D A
T E
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R A
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O
®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn316.dgn
C A
T E
G O
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O a c n .d g n
S A
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P E A
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S A
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IA
D E
S C
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IP
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C W
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W
IG
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IN
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A V
A N
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H H
A R
B O
R
G E
O R
G
IA
A
N D S
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A R
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IN
A
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V A
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X P
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IO
N P
R O J E
C T
IN
N
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A R
B O
R D
R E
D G
IN
G S
T A
T
O
F Y
W
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B
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A V
E C
C
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN317
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+000
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+100
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+200
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+300
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+400
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+500
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+600
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+700
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+800
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 85+900
-10
-20
-30
-40
-50
-60E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 86+000
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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IZ
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IT
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D B
Y
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T E
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R A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn317.dgn
C A
T E
G O
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S A
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P E A
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S A
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D E
S C
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C W
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W
IG
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IN
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A V
A N
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H H
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A
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IN
A
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N P
R O J E
C T
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IN
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A V
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C
W
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN318
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+100
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+200
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+300
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+400
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+500
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+600
-10
-20
-30
-40
-50
-60 E
L E
V A
T I
L W
0 100 200 300 400 450-100-200-300
STA 86+700
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+800
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 86+900
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+000
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+100
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
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E
S U
B M
IT
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D B
Y
D A
T E
C O
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R A
C T N
O
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US Army Corps k6enxjlh
13-MAY-2019 12:16
IP_PWP:dms22110\zxacn318.dgn
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P E A
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S A
V A
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D E
S C
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IP
T
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IN
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A
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A
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R E
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R E
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C
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IL
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M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN319
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+200
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+300
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+400
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+500
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+600
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400 450-100-200-300
STA 87+700
-10
-20
-30
-40
-50
-60 E
L E
V A
T I
L W
0 100 200 300 350-100-200-300-400
STA 87+800
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 87+900
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 88+000
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 88+100
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 88+200
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:17
IP_PWP:dms22110\zxacn319.dgn
C A
T E
G O
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O a c n .d g n
S A
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N N
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A R
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F E
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W
W
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S S
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A
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A
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R E
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N
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R E
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C
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IL
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M S
ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN320
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400-450
STA 88+300
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400-450
STA 88+400
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400-450
STA 88+500
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400-450
STA 88+600
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400-450
STA 88+700
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400-450
STA 88+800
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400
STA 88+900
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400
STA 89+000
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400
STA 89+100
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400
STA 89+200
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 325-100-200-300-400
STA 89+300
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
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IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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T E
D B
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:17
IP_PWP:dms22110\zxacn320.dgn
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W
W
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A
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R E
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N P
R O J E
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C
W
IL
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN321
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 89+400
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 89+500
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 89+600
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 89+700
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 89+800
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 350-100-200-300-400
STA 89+900
-10
-20
-30
-40
-50
-60 E
L E
V A
T I
L W
0 100 200 290-100-200-300-400-460
STA 90+000
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 290-100-200-300-400-460
STA 90+100
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 290-100-200-300-400-460
STA 90+200
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 290-100-200-300-400-460
STA 90+300
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 290-100-200-300-400-460
STA 90+400
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
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IT
A T
IO
N N
O
D E
S
IG
N E
D B
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A
M A
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D B
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D A
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C O
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:17
IP_PWP:dms22110\zxacn321.dgn
C A
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G O
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S A
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A R
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G L E
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P E A
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N U
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S A
V A
N N
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G E
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IA
D E
S C
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N
C W
K
W
W
IG
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IN
S S
A V
A N
N A
H H
A R
B O
R
G E
O R
G
IA
A
N D S
O U
T H C
A R
O L
IN
A
S A
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A R
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R E
X P
A N
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N P
R O J E
C T
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N
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A R
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R D
R E
D G
IN
G S
T A
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F Y
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C
W
IL
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN322
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300-100-200-300-400-450
STA 90+500
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300-100-200-300-400-450
STA 90+600
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300-100-200-300-400-450
STA 90+700
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300-100-200-300-400-450
STA 90+800
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300-100-200-300-400-450
STA 90+900
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300-100-200-300-400-450
STA 91+000
-10
-20
-30
-40
-50
-60 E
L E
V A
T I
L W
0 100 200 300 375-100-200-300-375
STA 91+100
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+200
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+300
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+400
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+500
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
T
IO
N S F
A C
IN
G U
P S
T R
E A
M
OVERDEPTH)
(INCL 2' ALLOWABLE
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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IT
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D B
Y
D A
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®of Engineers
US Army Corps k6enxjlh
13-MAY-2019 12:17
IP_PWP:dms22110\zxacn322.dgn
C A
T E
G O
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O a c n .d g n
S A
V A
N N
A H D
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T R
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T
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A R
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F E
N G
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E E
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W
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G L E
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P E A
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S A
V A
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IA
D E
S C
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IP
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C W
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W
W
IG
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A V
A N
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H H
A R
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R
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G
IA
A
N D S
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A
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R O J E
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IN
G S
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C
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ISSUE FOR CONSTRUCTION
M A
Y
GRAPHIC SCALE
A T
IO
N
T
O
CN323
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+600
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+700
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+800
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 91+900
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 92+000
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 375-100-200-300-375
STA 92+100
-10
-20
-30
-40
-50
-60 E
L E
V A
T I
L W
0 100 200 300 400-100-200-300-350
STA 92+200
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 92+300
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 92+400
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 92+500
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 92+600
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
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13-MAY-2019 12:17
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-10
-20
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-50
-60
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0 100 200 300 400-100-200-300-350
STA 92+800
-10
-20
-30
-40
-50
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0 100 200 300 400-100-200-300-350
STA 92+900
-10
-20
-30
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-50
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0 100 200 300 400-100-200-300-350
STA 93+000
-10
-20
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0 100 200 300 400-100-200-300-350
STA 93+100
-10
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0 100 200 300 400-100-200-300-350
STA 93+400
-10
-20
-30
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0 100 200 300 400-100-200-300-350
STA 93+500
-10
-20
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-10
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0 100 200 300 400-100-200-300-350
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LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
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13-MAY-2019 12:17
IP_PWP:dms22110\zxacn324.dgn
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0 100 200 300 400-100-200-300-350
STA 93+800
-10
-20
-30
-40
-50
-60
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 93+900
-10
-20
-30
-40
-50
-60
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 94+000
-10
-20
-30
-40
-50
-60
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E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 94+100
-10
-20
-30
-40
-50
-60
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0 100 200 300 400-100-200-300-350
STA 94+200
-10
-20
-30
-40
-50
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0 100 200 300 400-100-200-300-350
STA 94+300
-10
-20
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0 100 200 300 400-100-200-300-350
STA 94+400
-10
-20
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-40
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 94+500
-10
-20
-30
-40
-50
-60
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 94+600
-10
-20
-30
-40
-50
-60
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A T I
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0 100 200 300 400-100-200-300-350
STA 94+700
-10
-20
-30
-40
-50
-60
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E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 94+800
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
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13-MAY-2019 12:17
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M A
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A T
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-10
-20
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-40
-50
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 94+900
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 95+000
-10
-20
-30
-40
-50
-60
E L
E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 95+100
-10
-20
-30
-40
-50
-60
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E V
A T I
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0 100 200 300 400-100-200-300-350
STA 95+200
-10
-20
-30
-40
-50
-60
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E V
A T I
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0 100 200 300 400-100-200-300-350
STA 95+300
-10
-20
-30
-40
-50
-60
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0 100 200 300 400-100-200-300-350
STA 95+400
-10
-20
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-50
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V A
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0 100 200 300 400-100-200-300-350
STA 95+500
-10
-20
-30
-40
-50
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E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 95+600
-10
-20
-30
-40
-50
-60
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 95+700
-10
-20
-30
-40
-50
-60
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A T I
L W
0 100 200 300 400-100-200-300-350
STA 95+800
-10
-20
-30
-40
-50
-60
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E V
A T I
L W
0 100 200 300 400-100-200-300-350
STA 95+900
LEGEND FOR CROSS SECTIONS
EXISTING GROUND
EXISTING CHANNEL
DESIGN CHANNEL
OVERDEPTH)
(INCL 2' ALLOWABLE
C H
A N
N E
L C
R O
S S S
E C
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IO
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A C
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G U
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13-MAY-2019 12:17
IP_PWP:dms22110\zxacn326.dgn
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ISSUE FOR CONSTRUCTION
M A
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GRAPHIC SCALE
A T
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-10
-20
-30
-40
-50
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0 100 200 300 400-100-200-300-350
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-10
-20
-30
-40
-50
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