Dwgs CHL023 20200810 Without Exploration Logs Part 2 of 5.pdf
PDF 9 MB Posted
- Attached to
- CHL023 Moose Creek Dam Safety Modification
- Solicitation number
- W911KB21R0001
About this file
This sources sought announcement from the U.S. Army Corps of Engineers seeks capabilities statements from firms for the Moose Creek Dam safety modification project in Alaska. The project involves constructing a 4.5 mile mix-in-place barrier wall 56 to 66.5 feet below the dam crest using Portland cement and bentonite with an unconfined compressive strength of 200 psi at 28 days. Sheet pile will be driven around penetrations. The estimated value is between $100-250 million. Interested parties must submit capabilities packages by September 10, 2019 demonstrating experience on similar projects, bonding capacity, and qualifications. The NAICS code is 237990 and firms must be registered in SAM. Responsible sources meeting the criteria will be considered for the potential procurement.
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E L E
V A
T I O
N
STATION
231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 252+70
CREST | BOW
CREST
CREST
CREST
CREST
STA:240+00.00
ELEV:470.00
BOW
TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
BEGIN BARRIER WALL @ 240+00
515515
30" CMP
E INV = 503.63'
W INV = 502.98'
30" CMP
E INV = 503.37'
W INV = 502.99'
30" CMP
E INV = 503.10'
W INV = 501.67'
30" CMP
E INV = 503.00'
W INV = 500.88'
30" CMP
E INV = 502.88'
W INV = 501.45' 30" CMP
E INV = 502.81'
W INV = 501.71'
30" CMP
E INV = 502.20'
W INV = 501.48'
30" CMP
E INV = 502.01'
W INV = 501.11'
LAURANCE ROAD
L A
U R
A N
C E
R O
A D
ASPHALT
PARKING
PLANTER
P
L
A
N
T
E
R
F F
C x E x
C x
C x
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O
M
U
E
C
O
M
U
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O
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C
C
O
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U
E
E
C
C
J
AP 2943
AP 2944
AP 2945
AP 2946
AP 2947
AP 2952
AP 2994
CONSTRUCTION BASE LINE
M A
T C
H L
I N
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T A
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H T
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REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
ON ORIGINAL DRAWING
0 1"
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
K
D
A M
F
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M
O D
I F
I C
A T
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N
08/2020 PUB
U G
W K
B R
C W
I
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
T e d r i c k
R o b e r t
V
A
R M
Y
C
E P
S A o n
P
P
200'0 100'
N
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-201
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 230+00 TO STA 252+70
E1
PROFILE - STA 230+00 TO STA 252+70
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-201
KEY PLAN
NOTE:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. STATION 240+00 TO 250+00 SHALL BE WHERE THE
TEST SECTION WILL BE PLACED. SEE
SPECIFICATIONS FOR THESE REQUIREMENTS
3. SEE SHEET C-601 FOR POINT TABLES FOR MORE
INFORMATION ON PIEZOMETERS, MONITORING
WELLS AND AUGER POINTS.
C H
L C
C
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
E
V A
T I O
N
STATION
253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00 271+00 272+00 273+00 274+00 275+00275+39
CREST | BOW
CREST
CREST
CRESTCREST
CREST
CREST
BOW BOW BOW
TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
PZ
PZ
PZ
CORPS OF ENGINEERS
PROJECT OFFICE
ACCESS
TOLL BOOTH
E INV = 502.20'
W INV = 501.48'
30" CMP
E INV = 502.01'
W INV = 501.11'
30" CMP
E INV = 501.73'
W INV = 501.10'
30" CMP
E INV = 501.37'
W INV = 500.44'
30" CMP
E INV = 501.65'
W INV = 500.03'
30" CMP
E INV = 500.95'
W INV = 500.43'
30" CMP
E INV = 500.60'
W INV = 499.97'
30" CMP
E INV = 500.86'
W INV = 499.71'
30" CMP
E INV = 500.26'
W INV = 499.16'
30" CMP
E INV = 500.07'
W INV = 499.10'
30" CMP
E INV = 499.76'
W INV = 499.23'
E INV = 499.92'
W INV = 498.37'
L
A
U
R
A
N
A
D
L A
U R
A N
C E
R O
A D
L
A
U
R
A
N
A
D
P L A
N T
E R
F
F
E x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
F
O
F
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F O
F O
F O
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F
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C
O
M
O
H
C
C
O
M
U
E
E
C
C
C
C
C
J
W
W
W
V
AP 2948
AP 2949
AP 2950
AP 2951
AP 2959
AP 2969
CONSTRUCTION BASE LINE
M A
T C
H L I N
E
S
T A
S
T
C
M
A
T
C
H
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I
A
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D R
A W
I N
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F I L
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T I O
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S I D
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E
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O N
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R I P
T I O
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P P
D
C I T
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N T
R A
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O R
C O
N T
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R E
C O
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A P
P R
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D E
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N E
D
R E
V I E
W E
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N C
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C H
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T I O
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R M
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D
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O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-202
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 252+70 TO STA 275+39
E1
PROFILE - STA 252+70 TO STA 275+39
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-202
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
INFORMATION ON PIEZOMETERS, MONITORING
WELLS AND AUGER POINTS.
E
V A
T I O
N
STATION
277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00298+09
CREST | BOW
CREST
CREST
CREST
CREST
CREST
CREST
BOW
BOW BOW
TOW ELEV: 526.00 TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
MW
RW
RW
RW
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
30" CMP
E INV = 499.76'
W INV = 499.23'
30" CMP
E INV = 499.92'
W INV = 498.37'
30" CMP
E INV = 499.52'
W INV = 498.25'
30" CMP
E INV = 499.04'
W INV = 497.36'
30" CMP
E INV = 498.51'
W INV = 497.04'
30" CMP
E INV = 498.47'
W INV = 496.23'
30" CMP
E INV = 498.22'
W INV = 496.71'
30" CMP
E INV = 498.22'
W INV = 495.92'
30" CMP
E INV = 498.20'
W INV = 495.56'
30" CMP
E INV = 498.04'
W INV = 495.28'
30" CMP
E INV = 497.62'
W INV = 495.69'
30" CMP
E INV = 498.06'
W INV = 495.92'
E INV = 498.17'
W INV = 495.77'
L A
U
R
A N
C
E R
O
A D
LAURANCE ROAD
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
U
E
C
O
M
C
O
M
U
E
C
O
M
U
E
C
C
C
AP 2950
AP 2951
AP 2953
AP 2954
AP 2983
CONSTRUCTION BASE LINE
M
A T
C H
L I N
E
S
T A
S
T
C
M A
T C
H L I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
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D A
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D E
S C
R I P
T I O
N A
P P
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C I T
Y
C O
N T
R A
C T
O R
C O
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R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
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C H
I E
C
T I O
N
U S
A
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E
N G
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D
I S
T R
I C
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A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-203
P L A
O
F I L E
S
N
C-203
KEY PLAN
SCALE: 1" = 100'
PROFILE - STA 275+39 TO STA 298+09
A1
SCALE: 1" = 100'
PLAN - STA 275+39 TO STA 298+09
E1
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
CREST
CREST
E L E
V A
T I O
N
STATION
299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 320+79
CREST | BOW
CREST
CREST
CREST
BOW BOW BOW
TOW ELEV: 526.00 TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
MW
RW RW RW
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW
RW
RW
RW
RW
RW
RW RW
RW
RW
RW
RW
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW
RW
RW
RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
E INV = 497.62'
W INV = 495.69'
30" CMP
E INV = 498.06'
W INV = 495.92'
30" CMP
E INV = 498.17'
W INV = 495.77'
30" CMP
E INV = 498.11'
W INV = 497.38'
30" CMP
E INV = 497.98'
W INV = 496.57'
30" CMP
E INV = 497.96'
W INV = 495.89'
30" CMP
E INV = 498.08'
W INV = 495.66'
30" CMP
E INV = 497.25'
W INV = 494.74'
30" CMP
E INV = 496.40'
W INV = 494.43'
30" CMP
E INV = 495.78'
W INV = 492.82'
30" CMP
E INV = 495.16'
W INV = 493.57'
30" CMP
E INV = 494.57'
W INV = 493.28'
L A
R
K
R
O
A D
LAURANCE ROAD
LAURANCE ROAD
STA 311+00.00
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
U
E
C
O
M
A
C
C
O
M
U
E
C
AP 2955
AP 2956
AP 2957
AP 2958
AP 2960
AP 2961
AP 2983
AP 2996
CONSTRUCTION BASE LINE
M A
T C
H L
I N
E
S
T A
S
T
C
M A
T C
H L
I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-204
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 298+09 TO STA 320+79
E1
PROFILE - STA 298+09 TO STA 320+79
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-204
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
R
E S
T
CREST
E L E
V A
T I O
N
STATION
321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00 341+00 342+00 343+00 343+49
CREST | BOW
CREST
C R
E S
T
CREST
BOW BOW
BOW
TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZPZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
STAIRS
30" CMP
E INV = 493.98'
W INV = 493.06'
30" CMP
E INV = 494.12'
W INV = 492.27'
30" CMP
E INV = 493.88'
W INV = 492.09'
30" CMP
E INV = 493.89'
W INV = 492.45'
30" CMP
E INV = 493.78'
W INV = 491.87'
30" CMP
E INV = 494.78'
W INV = 491.50'
30" CMP
E INV = 495.25'
W INV = 492.29'
30" CMP
E INV = 495.53'
W INV = 494.48'
30" CMP
E INV = 495.33'
W INV = 491.49'
30" CMP
E INV = 494.42'
W INV = 492.62'
LAURANCE ROAD
LAURANCE ROAD
ASPHALT
PARKING
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C xE x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
A
C
C
O
M
U
E
C
O
M
U
E
AP 2960
AP 2961
AP 2962 P
AP 2963 P
AP 2964 P
AP 2990
AP 2996
CONSTRUCTION BASE LINE
M A
T C
H L I N
E
S
T A
S
T
C
M
A
T
C
H
L
I
A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-205
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 320+79 TO STA 343+49
E1
PROFILE - STA 320+79 TO STA 343+49
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-205
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
CREST
E L E
V A
T I O
N
STATION
345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00366+19
CREST | BOW
CREST
CREST
CREST
LOW POINT DRAIN
SEE STRUCTURAL PLANS
BOW BOW BOW
TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
STATION=348+59.60
LOW POINT DRAIN
RW
RW
RW
RW
RW
RW RW
RW
RW
RW RW
RW
RW
RW
RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
510 510
515 515
520 520
H H H H
GGGG
30" CMP
E INV = 495.33'
W INV = 491.49'
30" CMP
E INV = 495.61'
W INV = 491.96'
30" CMP
E INV = 496.06'
W INV = 492.82'
30" CMP
E INV = 495.39'
W INV = 493.95'
30" CMP
E INV = 495.12'
W INV = 493.96'
30" CMP
E INV = 495.24'
W INV = 493.64'
30" CMP
E INV = 496.17'
W INV = 494.91'
30" CMP
E INV = 496.38'
W INV = 494.68'
30" CMP
E INV = 496.75'
W INV = 494.40'
30" CMP
E INV = 497.17'
W INV = 495.92'
30" CMP
E INV = 497.67'
W INV = 496.30'
S O
U T
H
S
E E
P A
A
N N
E L
LAURANCE ROAD
LAURANCE ROAD
PT STA 344+58.70
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E
U
E
C
O
M
A
C
C
O
M
U
E
C
O
M
U
E
AP 2965
AP 2966
AP 2967
AP 2968
AP 2999
AP 3000
CONSTRUCTION BASE LINE
M A
T C
H L I N
E
S
T A
S
T
C
M A
T C
H L
I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-206
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 343+49 TO STA 366+19
E1
PROFILE - STA 343+49 TO STA 366+19
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-206
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
CREST
E L E
V A
T I O
N
STATION
367+00 368+00 369+00 370+00 371+00 372+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 388+90
CREST | BOW
CREST
CREST
CREST
BOW BOW BOW
TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
RW
RW
RW
RW RW
RW
RW
RW RW
RW
RW
RW
RW
RW
RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
525 525
505 505
510 510
510 510
515 515
530 530
30" CMP
E INV = 497.17'
W INV = 495.92'
30" CMP
E INV = 497.22'
W INV = 496.32'
30" CMP
E INV = 497.17'
W INV = 495.29'
30" CMP
E INV = 495.94'
W INV = 494.20'
30" CMP
E INV = 495.79'
W INV = 494.88'
30" CMP
E INV = 496.94'
W INV = 496.38'
30" CMP
E INV = 497.43'
W INV = 497.41'
30" CMP
E INV = 497.85'
W INV = 496.37'
30" CMP
E INV = 499.37'
W INV = 498.08'
30" CMP
E INV = 499.98'
W INV = 499.05'
S
L
O
U
A
I L
R
I V
R
K
R
O
A
D
LAURANCE ROAD LAURANCE ROAD
STA 373+00.00
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
FO
FO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
F
O
F
O
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
F
O
A
C
F
O
C
O
M
U
E
F
O
F
O
C
O
M
U
E
C
C
C
C
C
C
C
C
C
AP 2967
AP 2968
AP 2970
AP 2971
CONSTRUCTION BASE LINE
M A
T C
H L
I N
E
S
T A
S
T
C
M A
T C
H L
I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-207
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 366+19 TO STA 388+90
E1
PROFILE - STA 366+19 TO STA 388+90
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-207
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
E L E
V A
T I O
N
STATION
389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 411+59
CREST | BOW
CREST
CREST
BOW BOW
B
O
W
TOW ELEV: 526.00 TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
STATION=406+81.88
CONTROL WORKS
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
STAIRS
NOTE: PORTIONS OF
CONTROL WORKS SURVEYED
TO VERIFY AS-BUILT DATA
30" CMP
E INV = 499.98'
W INV = 499.05'
30" CMP
E INV = 500.74'
W INV = 499.70'
30" CMP
E INV = 500.81'
W INV = 499.60'
30" CMP
E INV = 500.44'
W INV = 498.42'
30" CMP
E INV = 500.98'
W INV = 499.94'
30" CMP
E INV = 504.25'
W INV = 501.21'
X
X
X
X
X
X
C H
E N
A
R I V
E R
X
C H
E N
A
R I V
E R
LAURANCE ROAD
GRAVEL
LAYDOWN
AREA
F
POT STA 400+97.57
POT STA 412+66.30
TREE STUMP
BARRIER
CONTROL W
ORKS
GATE
W
S
C x
C x
C x
C x
C x
E x
E x
E x
E x
E x
W S
C x
C x
C x
C x
C x
C x
C x
C x
C x
C x
FO
FOFO
FOFO
FO
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
W
S
W
S
U
E
C
O
M
F
O
A
C
W
W
O
H
E
O
H
C
F
O
O
H
C
U
E
U
E
U
E
C
O
M
U
E
C
O
M
U
E
C
J
J
J
S
C
C
C
C
W
W
O
H
E
O
H
C
U
E
U
E
F
O
AP 2972
AP 2973
AP 2974
AP 2975
AP 2976
AP 2977
AP 2978
CONSTRUCTION BASE LINE
M A
T C
H L
I N
E
S
T A
S
T
C
M A
T C
H L
I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-208
P L A
O
F I L E
S
CONTROL
WORKS
SEE
STRUCTURAL
SCALE: 1" = 100'
PLAN - STA 388+90 TO STA 411+59
E1
PROFILE - STA 388+90 TO STA 411+59
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-208
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
CREST
E L E
V A
T I O
N
STATION
412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 431+00 432+00 433+00 434+00434+29
CREST | BOW
CREST
CREST
CREST
BOW BOW BOW
TOW TOW TOW
TOW ELEV: 526.00 TOW ELEV: 526.00
RW
RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
30" CMP
E INV = 504.25'
W INV = 501.21'
30" CMP
E INV = 505.11'
W INV = 502.98'
30" CMP
E INV = 505.11'
W INV = 501.24'
30" CMP
E INV = 504.91'
W INV = 501.58'
30" CMP
E INV = 505.16'
W INV = 503.18'
30" CMP
E INV = 504.73'
W INV = 503.44'
30" CMP
E INV = 504.22'
W INV = 501.44'
GRAVEL
LAYDOWN
AREA
POT STA 412+66.30
AP 2977
AP 2978
AP 2979
AP 2980
AP 2981
AP 2982
AP 3014
CONSTRUCTION BASE LINE
M A
T C
H L
I N
E
S
T A
S
T
C
M A
T C
H L
I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-209
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 411+59 TO STA 434+29
E1
PROFILE - STA 411+59 TO STA 434+29
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-209
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
CREST CREST
E L E
V A
T I O
N
STATION
435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00 452+00 454+00 455+00 456+00 457+00
CREST | BOW
CREST
CREST CREST
BOW BOW BOW
TOW ELEV: 526.00 TOW ELEV: 526.00
TOW TOW TOW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
RW
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
PZ
30" CMP
E INV = 504.22'
W INV = 501.44'
30" CMP
E INV = 504.33'
W INV = 500.63'
30" CMP
E INV = 504.06'
W INV = 502.87'
30" CMP
E INV = 504.04'
W INV = 502.83'
30" CMP
E INV = 504.28'
W INV = 498.05'
30" CMP
E INV = 504.56'
W INV = 502.44'
30" CMP
E INV = 504.78'
W INV = 503.74'
30" CMP
E INV = 504.77'
W INV = 504.13'
30" CMP
E INV = 504.73'
W INV = 501.42'
30" CMP
E INV = 505.40'
W INV = 502.18'
AP 2984
AP 2985
AP 2986
AP 2987
AP 3014
CONSTRUCTION BASE LINE
M A
T C
H L
I N
E
S
T A
S
T
C
M A
T C
H L
I N
E
S
T A
S
T
C
D R
A W
I N
G
F I L
E
D W
G
S
C A
L E
P L
A
L E
D A
T E
A C
T I O
N S
Y M
D R
A W
N
R E
S I D
E N
T
E
N G
I N
E E
R
D A
T E
S T
A T
E
P R
I M
E
C
O N
T R
A C
T O
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
C I T
Y
C O
N T
R A
C T
O R
C O
N T
R A
R E
C O
M M
E N
D E
D
A P
P R
O V
E D
S U
B M
I T
T E
D
D E
S I G
N E
D
R E
V I E
W E
D
C H
I E
A
N C
H
C H
I E
C
T I O
N
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
A N
C H
O R
A G
E
A
L A
S K
A
C O
R P
S
O
F
E
N G
I N
E E
R S
REFERENCE
NUMBER:
SHEET OF
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
US Army Corps of Engineers ® Alaska District
VERIFY SCALES: BAR IS ONE INCH
R T
H
P
O L
E
A
L A
S K
A
M O
O S
E
C
R E
F
E T
Y
M
O D
I F
I C
A T
I O
N
08/2020 PUB
W K
B R
C W
C H
L
C
H E
NOT FOR CONSTRUCTION
TBD
D r a w i n g
X
U
N I F
I E
D E
N C
W J o b s C
H L
D w g s C
A D
C
H L
C
C d w g l a s t s a v e d o n
P
M w a s p l o t t
T e d r i c k
R o b e r
A
R M
Y
C
E P
S A o n
P
O
F
200'0 100'
N
C I V
I L
J K
O
H
P T
J K
O
H
P T
S
G
E P
P E
R T
E C
D X
B
T
R Z
A S
K A
C E
P O
A E
C D
T
E D
C-210
P L A
O
F I L E
S
SCALE: 1" = 100'
PLAN - STA 434+29 TO STA 457+00
E1
PROFILE - STA 434+29 TO STA 457+00
A1
HORZ. SCALE: 1" = 100'
VERT. SCALE: 1" = 10'
N
C-210
KEY PLAN
C H
L C
C
TOP OF WALL, MINIMUM ELEV
PROBABLE MAXIMUM FLOOD
TOW
LEGEND
BOTTOM OF WALL
SELECT GRAVEL DRAIN
DAM CREST
BOW
CREST
BARRIER WALL
CONSTRUCTION BASE LINE(CBL)
CENTERLINE OF DAM
NOTES:
1. TOP OF BARRIER WALL MAY BE DEPENDENT ON
METHOD OF CONSTRUCTION. TOP OF WALL MUST
BE NO LESS THAN ELEVATION 526.
2. SEE SHEET C-601 FOR POINT TABLES FOR MORE
File details come from the government source that posted it. Updated .