B.08.02 CHL020_IFB_DWGS_11X17.pdf
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- Attached to
- River Baling Deck for Chena River Lakes Flood Control Project Federal contract opportunity
- Solicitation number
- W911KB20B0004
About this file
This solicitation is for the construction of a river baling deck at the Chena River Lakes Flood Control Project in North Pole, Alaska. The work includes demolishing portions of an existing wingwall and revetment, installing steel sheet pile cells with concrete tops, grading, and site restoration. Bids will be accepted in accordance with the solicitation documents, which include design drawings and specifications. The solicitation number is W911KB20B0004 and was issued by the Department of the Army Corps of Engineers Alaska District. Offerors should submit pricing for all work in accordance with the terms and conditions specified for this firm fixed-price construction contract to be performed in 2020.
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Text version
RIVER BALING DECK
NORTH POLE, ALASKA
W911KB-20-B-0004
ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS
SHT REF.
NUM SHEET TITLE
1 G-001 COVER SHEET
2 G-002 DRAWING INDEX
3 G-101 LOCATION AND VICINITY MAP
4 B-001 BORING SHEET 1
5 B-002 BORING SHEET 2
6 B-003 BORING SHEET 3
7 B-004 BORING SHEET 4
8 B-005 BORING SHEET 5
9 C-001 NOTES, LEGENDS AND ABBREVIATIONS
10 C-002 EXISTING CONDITIONS AND CONTROL POINT DATA
11 C-101 DEMOLITION PLAN
12 S-101 OVERALL SITE PLANS
13 S-201 STRUCTURAL SITE PLAN
14 S-301 TYPICAL SECTION
15 S-501 DETAILS
SCHEDULE OF DRAWINGS
ALASKA DISTRICT
D E
S C
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T I O
N
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A
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REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
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F
G
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1 2 3 4 5 6 7 8 9 10 11 12
J B
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THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D r a w i n g
O
P r o j e c t s b y
L o c a t i o n C h e n a
R i v e r L a k e s
P r o j e c t C
H L
R i v e r
B a l i n g
D e c k I F
B
P u b l i s h
D r a w i n g s C
A D
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A
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NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
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F
G
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1 2 3 4 5 6 7 8 9 10 11 12
J B
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SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D r a w i n g
O
P r o j e c t s b y
L o c a t i o n C h e v e r L a k e s
P r o j e c t C
H L
R i v e r
B a l i n g
D e c k I F
B
P u b l i s h
D r a w i n g s C
A D
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B d s t s a v e d o n
A
M p l o t t e d b y o n
A
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B-002
S R
B
W E
W E
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NOTES:
1. SEE SHEET C-002 FOR BORING LOCATION.
W
K B
B
ES
C R
IP
TI
O N
D
ES
IG
N
ED
B
Y:
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS®
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
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AN
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LI
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N N
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THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D ra w in g O
Pr oj ec ts b y Lo ca tio n\ C he na
R iv er -L ak es
P ro je ct
\C H
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IF
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D ra w in gs \C
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AM
p lo tte d by on
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1:
A M
FE
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Y 3, N
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TH
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LE
, A
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TO
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VE
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TI
SE
1/
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BO
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IN
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S H
EE
T
B-004
NOTES:
1. SEE SHEET C-002 FOR BORING LOCATION.
W
1K B-
-B
-0
ES
C R
IP
TI
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D
ES
IG
N
ED
B
Y:
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS®
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
D R
AW
N
B Y:
C H
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D B
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D B
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N N
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N
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SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D ra w in g O
Pr oj ec ts b y Lo ca tio n\ C he na
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B-005
NOTES:
1. SEE SHEET C-002 FOR BORING LOCATION.
W
1K B-
-B
-0
3.36'
2'-0"
7.36'
16.28'
2'-0"
14.86'
10.86'
ALASKA DISTRICT
D E
S C
R
IP
T
IO
N
D E
S
IG
N E
D B
Y
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS®
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
D R
A W
N B
Y
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SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D ra w in g O
_P ro je ct s by L o ca tio n
\C h en a
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IS
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3/
N O
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S
L E
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N D
S A
N D
A B
B R
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IA
T
IO
N
S
C-001
LEGEND:
EXISTING NEW
ABBREVIATIONS:
GENERAL NOTES: STRUCTURAL NOTES:
SHEET PILE INSTALLATION NOTES:510510
484.6 PSF
484.6 PSF;
EACH
TRACK
CRANE
TRACKS
CRANE
TRACKS
JUNCTION PILE WELDING NOTES:
GOVERNMENT FURNISHED MATERIALS:
S R
B
W T
H
S R
B
JL
W
K B
-2 0-
B -0
AP3015
AP3017
AP3016
AP3018
WP-01
SURVEY CONTROL
POINT NO.
OLS-1
OLS-2
OLS-3
OLS-4
POT STA 400+97.57
POT STA 412+66.30
NORTHING
3945897.60
3945748.80
3945903.70
3945758.00
3945308.17
3946338.21
EASTING
1456436.60
1456356.90
1456421.90
1456344.00
1456120.17
1456672.73
ELEVATION
532.07
531.96
531.99
531.87
531.35
532.44
DESCRIPTION
Brass Cap
Brass Cap
Brass Cap
Brass Cap
Aluminum Monument
Aluminum Monument
ALASKA DISTRICT
D E
S C
R
IP
T
IO
N
D E
S
IG
N E
D B
Y
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS®
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A N
S I D
S
IZ
E
F
IL
E
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
D R
A W
IN
G
T R
A C
K
IN
G A
C T
IO
N
D A
T E
M A
R K
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D ra w in g O
_P ro je ct s by L o ca tio n
\C h en a
R iv e r-
L a ke s
P ro je ct
\C H
L
R iv e r
B a lin g
D e ck \I
F B
P u b lis h \D ra w in g s\ C
A D
\C H
L
0-
C -0
2.
d w g la st s a ve d o n
/3
/2
1:
A M p lo tt e d b y o n
/3
/2
:0
P
M
F E
B R
U A
R Y
, 2
N O
R T
H P
O L
E
A
LA
S K
A
R
IV
E R
B A
L
IN
G D
E C
K
R E
V
IS
E D
D E
S
IG
N
/5
/2
R E
A D
Y T
O A
D V
E R
T
IS
E
/2
3/
E X
IS
T
IN
G
C O
N D
IT
IO
N S
A N
D C
O N
T R
O L
P O
IN
T
D A
T A
C-002
WINGWALL
MOOSE CREEK DAM
CONTROL WORKS
ACCESS
ROAD
NOTES:
1. SURVEY CONTROL AND EXISTING TOPOGRAPHY DATA PROVIDED MARCH 2018 BY USACE. ADDITIONAL CONTROL
POINTS PROVIDED AUGUST 2018 BY USACE.
2. ADDITIONAL SURVEY DATA ACQUIRED 7/12/18 FROM USACE.
3. FOR GENERAL NOTES, SEE C-001.
HORIZONTAL CONTROL - NAD83(2007.00) ALASKA STATE PLANE COORDINATES, ZONE 3, US FEET
COORDINATES ARE NAD83(2007.00) ALASKA STATE PLANE COORDINATES, ZONE 3, IN US FEET. THE BASIS OF COORDINATES IS THE NAD83(2007.00) ASPC ZONE 3 POSITION OF NGS PRIMARY AIRPORT CONTROL STATION "FAI A", PID DF3640 AS RETRIEVED FROM THE NGS DATABASE ON JULY 1, 2008, A 3-1/4" BRASS CAP PIPE MONUMENT, HAVING COORDINATES OF N=3956198.10967, E=1351803.19115 US FEET. OTHER HORIZONTAL POSITIONS SHOWN HEREON WERE DETERMINED BY DIFFERENTIAL STATIC GPS OBSERVATIONS USING LEICA DUAL FREQUENCY RECEIVERS DURING THE
PERIOD OF JULY 2008 AND MAY 2010.
SCALE FACTOR
THE PROJECT COMBINED SCALE FACTOR IS 0.99991512162. TO CONVERT GROUND DISTANCES TO ALASKA STATE PLANE ZONE 3 (ASPCZ3) GRID DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOR OF 0.99991512162. TO CONVERT ASPZ3 GRID DISTANCES TO GROUND DISTANCES, MULTIPLY BY A COMBINED SCALE FACTOR OF 100000000000/99991512162.
VERTICAL CONTROL - NAVD88, US FEET
ELEVATIONS ARE NAVD88 IN US FEET. THE BASIS OF ELEVATIONS ARE USC&GS BENCH MARK "G 121", PID TT2770, A 3-3/4" BRASS CAP ON STAINLESS STEEL ROD MONUMENT, HAVING A VALUE OF 499.66 US FEET AND USEO BENCH MARK "DIKE 23 USE", PID TT2766, A BRASS CAP HAVING A VALUE OF 490.90 US FEET; AS RETRIEVED FROM THE NGS DATABASE ON JULY 1, 2008. OTHER ELEVATIONS ARE DERIVED FROM DIFFERENTIAL LEVELING USING A LEICA DNA10 DIGITAL LEVEL WITH FIBERGLASS BARCODE ROD (LEV.), OR DIFFERENTIAL STATIC GPS OBSERVATIONS USING LEICA DUAL FREQUENCY GPS RECEIVERS (GPS), OR REAL TIME KINEMATIC GPS POSITIONING USING THE SAME RECEIVERS (RTK), AS NOTED, DURING THE PERIOD OF JULY 27 THROUGH AUGUST 15, 2008, AND DURING THE PERIOD OF APRIL 19 THROUGH MAY 22, 2010.
ELEVATIONS DERIVED FROM DIFFERENTIAL STATIC GPS OBSERVATIONS OR RTK GPS POSITIONING WERE COMPUTED
USING GEOID06 ORTHOMETRIC HEIGHTS.
FLOODWAY
RIP-RAP
EMBANKMENT
W
K B
-2 0-
B -0
W P
-0
DEMOLITION CONTROL
POINT NO.
NORTHING
3945875.19
3945811.16
3945862.28
3945805.11
EASTING
1456601.75
1456716.33
1456584.35
1456709.30
ALASKA DISTRICT
D E
S C
R
IP
T
IO
N
D E
S
IG
N E
D B
Y
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS®
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
D R
A W
N B
Y
C H
E C
K E
D B
Y
S U
B M
IT
T
E D
B Y
A N
S I D
S
IZ
E
F
IL
E
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
C O
N T
R A
C T
N O
D R
A W
IN
G
T R
A C
K
IN
G A
C T
IO
N
D A
T E
M A
R K
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D ra w in g O
_P ro je ct s by L o ca tio n
\C h en a
R iv e r-
L a ke s
P ro je ct
\C H
L
R iv e r
B a lin g
D e ck \I
F B
P u b lis h \D ra w in g s\ C
A D
\C H
L
0-
C -1
1.
d w g la st s a ve d o n
/2
/2
:5
P
M p lo tt e d b y o n
/3
/2
:1
P
M
F E
B R
U A
R Y
, 2
N O
R T
H P
O L
E
A
LA
S K
A
R
IV
E R
B A
L
IN
G D
E C
K
R E
V
IS
E D
D E
S
IG
N
/5
/2
R E
A D
Y T
O A
D V
E R
T
IS
E
/2
3/
D E
M O
L
IT
IO
N
P L
A N
C-101
EXISTING WINGWALL;
REFER TO AS-BUILT RECORDS
NOTES:
1. CHENA DAM AS-BUILTS INDICATE RIP-RAP LIFT AS 2' THICK AND ROCK FILL LIFT AS 1.5' THICK. REFER TO AS-BUILT RECORDS.
2. RIP-RAP AND ROCK FILL SHALL BE CAREFULLY REMOVED AND KEPT SEPARATE, UNCONTAMINATED AND CLEAN OF OTHER DEBRIS AND SOILS. STOCKPILE NEAR SITE AT DIRECTION OF CONTRACTING OFFICER IN SEPARATE STOCKPILES FOR REUSE
BY THIS PROJECT AND FUTURE USE BY USACE.
3. FOR GENERAL NOTES SEE C-001.
EXISTING RIP-RAP
ENBANKMENT
APPROXIMATE SHORELINE
DEMOLITION LIMIT IS
4' OFFSET MAXIMUM
FROM PILING.
LIMIT OF DEMOLITION
REMOVE RIP-RAP AND
ROCK FILL WITHIN.
OUTER EDGE OF PILING
SHOWN FOR CLARITY
EXISTING WINGWALL FOOTING;
REFER TO AS-BUILT RECORDS
EXCAVATION AREA
W
K B
-2 0-
B -0
L
S
O
L
S
O
L
S
O
L
S
M
S
I
C
E
S
S
L
A
U
R
A
N
A
D
C
H
E
I
V
E
R
M
O
O
E
M
EXISTING CONTROL
STRUCTURE
APPROXIMATE SHORELINE
EXISTING WING WALL
B1
S-201
PROPOSED BALING DECK
GOVERNMENT PROCURED
AGGREGATE STOCKPILE
STORAGE AREA;
APPROX. 100' X 200'
ALASKA DISTRICT
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
D
S
T R
E E
T
A L A
S K
A
D
I S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L
E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D r a w i n g
O
P r o j e c t s b y
L o c a t i o n C h e v e r L a k e s
P r o j e c t C
H L
R i v e r
B a l i n g
D e c k I F
B
P u b l i s h
D r a w i n g s C
A D
C
H L
S d s t s a v e d o n
P
M p l o t t e d b y o n
P
M
F E
B R
U A
N O
R T
H
P
O L
E
A
L A
S K
A
R I V
L I N
G
D
E C
K
H D
R
I N
C
R
E E
T
S
A N
C H
O R
A G
E
A
K
R E
V I S
D
E S
I G
N
R E
A D
Y
T
O
A
D V
E R
T I S
E
-J
N N
I F
R
L S
O N
R O
B E
U N
R O
A N
D R
R
T N
NOTES:
1. FOR GENERAL NOTES SEE C-001.
OVERALL SITE PLAN / AGGREGATE STOCKPILE AREA PLAN
NTS
S
I
C
E
S
S
S
I
C
E
S
S
O V
E R
A L
L
S
I T
E
P
L A
N
S-101
PROJECT
BOUNDARY
CONTRACTOR
STOCKPILE AND
STAGING AREA
S
T
O
C
K
P
I
C
E
S
S
NOTE: GOVERNMENT FURNISHED SHEET
PILING IS STORED AT THE CHENA FLOOD
CONTROL PROJECT OFFICE,
APPROXIMATELY 2.5 MILES SOUTH.
SEE THIS SHEET.
CHENA LAKES
FLOOD CONTROL
PROJECT OFFICE
CHENA FLOOD CONTROL PROJECT
OFFICE AND SHEET PILE STORAGE AREA PLAN
NTS
SHEET PILE
STORAGE AREA
SEE D9
THIS SHEET
SEE A1
THIS SHEET
L
F
A
I
R
B
A
N
K
S
W
K B
B
AutoCAD SHX Text
POT STA 412+66.30
AutoCAD SHX Text N
AutoCAD SHX Text A1
AutoCAD SHX Text D9
APPROXIMATE SHORELINE
EXISTING
WING WALL
FACE OF BALING DECK
P
Ø
P
JUNCTION PILE 'A', SEE G4/S-501
(95) PS31 SHEET PILES, SEE G1/S-501
DESIGNATED
TRAVEL PATH FOR
CRANE TRACKS
(94) PS31 SHEET PILES;
SEE G1/S-501
RESHAPE/ RESTORE
REVETMENT AFTER CELLS
ARE INSTALLED
(15) PS31 SHEET PILES, SEE
G1/S-501
JERSEY BARRIER, TYP (3) SIDES
AS SHOWN (BY GOVERNMENT)
B2
S-501
B2
S-501
RESHAPE/ RESTORE
REVETMENT AFTER CELLS
ARE INSTALLED
JUNCTION PILE 'B', SEE G4/S-501
157'-4" NOMINAL
2'-2 1/2" TO FACE OF SHEET PILE WALL
T
Y P
26'-9 9/16", TYP
53'-7 3/16"16'-6"
140'-4" NOM CRANE TRAVEL
12'-0"
P
T
Y P
JUNCTION PILE 'A', SEE G4/S-501
(15) PS31 SHEET PILES, SEE
G1/S-501
JUNCTION PILE 'B', SEE G4/S-501
(95) PS31 SHEET PILES, SEE G1/S-501
C CELL 1
L
C CELL 2
L
C CELL 3
L
C ARC 1
L
C ARC 2
L
53'-7 3/16" 16'-6"
PL PL PL
B1
S-301
R
T
Y
P
W P
GRADING CONTROL
POINT NO.
NORTHING
3945875.19
3945811.16
3945856.63
3945806.53
EASTING
1456601.75
1456716.33
1456607.23
1456701.00
ELEVATION
514.00
514.00
514.00
514.00
CELL LOCATION CONTROL
POINT NO.
WP-01
NORTHING
3945864.59
3945835.03
3945818.69
3945809.69
3945793.26
3945784.36
EASTING
1456494.69
1456594.49
1456616.13
1456641.72
1456663.31
1456688.95
ELEVATION
511.06
514.00
514.00
514.00
514.00
514.00
DESCRIPTION
TOP OF CONCRETE
CELL CENTER
ARC CENTER
CELL CENTER
ARC CENTER
CELL CENTER
ALASKA DISTRICT
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
D
S
T R
E E
T
A L A
S K
A
D
I S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L
E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D r a w i n g
O
P r o j e c t s b y
L o c a t i o n C h e v e r L a k e s
P r o j e c t C
H L
R i v e r
B a l i n g
D e c k I F
B
P u b l i s h
D r a w i n g s C
A D
C
H L
S d s t s a v e d o n
P
M p l o t t e d b y o n
P
M
F E
B R
U A
N O
R T
H
P
O L
E
A
L A
S K
A
R I V
L I N
G
D
E C
K
H D
R
I N
C
R
E E
T
S
A N
C H
O R
A G
E
A
K
R E
V I S
D
E S
I G
N
R E
A D
Y
T
O
A
D V
E R
T I S
E
J E
N N
I F
R
L S
O N
R O
B E
N
R O
A N
D R
R
T N
NOTES:
1. FINISH GRADING WITHIN THE CELL TO BE LEVEL AS INDICATED ON S-301.
2. FOR GENERAL NOTES SEE C-001.
3. FOR PILE TOP ELEVATIONS SEE G9/S-501.
4. START INSTALLATION OF SHEET PILES AT WEST SIDE OF CELL #1. START FIVE SHEETS SOUTH OF THE
POINT CLOSEST TO THE WINGWALL AND PROCEED TOWARD THE WINGWALL IN A NORTHERLY DIRECTION.
CHENA RIVER
STRUCTURAL SITE PLAN
1" = 10'
S T
R U
C T
U R
T
E
P
L A
N
S-201
W
K B
B
AutoCAD SHX Text N
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 20 Ft.
B1
LOWEST WATER EL 487.2'
EXISTING CHANNEL BOTTOM EL 485.0' ±
DRIVING SURFACE AND TOP OF WALL AT FRONT ARCS EL 514.0'
SEE SHEET PILE ELEVATION KEY G9/S-501
STEEL SHEET PILE WALL (PS 31)
EXISTING GRADE (EL VARIES)
APPROXIMATE BASE OF
RIP-RAP AND ROCK FILL
19'-6"
MINIMUM
OPERATIONAL (BALING)
WATER EL 493.5'
24" AGGREGATE BASE COURSE SURFACE
STRUCTURAL FILL
17'-11" (REF LIEBHERR)
CRANE TRAVEL PATH
ARC JUNCTION PILE
BOTTOM OF WALL EL 460.0'
DESIGN MUDLINE EL 480.0'
C
O N
T O
U R
EXCAVATION LIMITS
REMOVE RIP-RAP AND ROCK FILL TO
DRIVE PILING, STOCKPILE, AND
REPLACE AFTER CELL IS BACKFILLED
2' LIFT RIP-RAP
1.5' LIFT
ROCK FILL
0.0%
VARIES;
SEE NOTE 3
STRUCTURAL
FILL
2' LIFT RIP-RAP AND 1.5' LIFT ROCK, TO BE PERMANENTLY REMOVED
BENCH SLOPE PER SPECIFICATION 31 00 00
C CRANE
L
50'-1 5/8" CELL DIAMETER, REF
JERSEY BARRIER, GOVERNMENT
FURNISHED AND PLACED
TOP OF CELL WALL
EL. 512'-0"
ALASKA DISTRICT
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
D
S
T R
E E
T
A L A
S K
A
D
I S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L
E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D r a w i n g
O
P r o j e c t s b y
L o c a t i o n C h e v e r L a k e s
P r o j e c t C
H L
R i v e r
B a l i n g
D e c k I F
B
P u b l i s h
D r a w i n g s C
A D
C
H L
S d s t s a v e d o n
P
M p l o t t e d b y o n
P
M
F E
B R
U A
N O
R T
H
P
O L
E
A
L A
S K
A
R I V
L I N
G
D
E C
K
H D
R
I N
C
R
E E
T
S
A N
C H
O R
A G
E
A
K
R E
V I S
D
E S
I G
N
R E
A D
Y
T
O
A
D V
E R
T I S
E
J E
N N
I F
R
L S
O N
R O
B E
N
R O
A N
D R
R
T N
Y
P I C
C
T I O
N
TYPICAL SECTION
1" = 5'
NOTES:
1. ALL ELEVATIONS SHOWN REFER TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).
2. REPLACE RIP-RAP AND ROCK FILL OUTSIDE OF CELL TO MATCH EXISTING GRADE AND LIFT THICKNESS. EXCESS RIP-RAP AND ROCK FILL SHALL NOT BE PLACED WITHIN THE CELL AS BACKFILL.
3. SLOPES VARY FROM 1V:2H TO 1V:3H; SEE REFERENCE DRAWINGS.
4. FOR GENERAL NOTES SEE C-001
S-301
W
K B
B
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text
AutoCAD SHX Text 10 Ft.
B1
EXISTING GRADE;
SLOPE VARIES
APPROXIMATE BOTTOM OF EXISTING
RIP-RAP AND ROCK FILL
REMOVE EXISTING RIP-RAP AND ROCK FILL
AND BACKFILL WITH STRUCTURAL FILL
INSTALL 2' RIP-RAP AND
1.5' ROCK FILL TO
MATCH EXISTING
2.5
DRIVING SURFACE ELEVATION 514
24" AGGREGATE BASE COURSE SURFACE
2' LIFT RIP-RAP
1.5' LIFT ROCK FILL
2' LIFT RIP-RAP
1.5' LIFT ROCK FILL
PS31 SHEET PILE DETAIL
1 1/2" = 1'-0"
C
L
INTERLOCK
C
L
INTERLOCK
19.685" [500mm]
0.50" [13 mm]
JUNCTION PILE DETAIL
1 1/2" = 1'-0"
PS31 SHEET PILE
m m m m
C
L
I
N
T
E
R
L
O
C
K
C
L
I
N
T
E
R
L
O
C
K
PS31 SHEET PILE CUT TO SUIT
TYPE 'A' - AS SHOWN
TYPE 'B' - OPPOSITE
PILE ELEVATION KEY PLAN DETAIL
1" = 30'
(56) PILES - TOP OF PILE
EL 514.0'
JUNCTION PILE - TOP OF
PILE EL 514.0', TYP (4) PLC
(15) PILES - TOP OF PILE
EL 514.0'
(17) PILES - TOP OF PILE EL 514.0'
(39) PILES - TOP OF PILE
EL 512.0'
(77) PILES - TOP OF PILE
EL 512.0'
(56) PILES - TOP OF PILE
EL 514.0'
(39) PILES - TOP OF PILE
EL 512.0'
(15) PILES - TOP OF PILE
EL 514.0'
CORRECT & INCORRECT INTERLOCK DETAIL
NTS
CORRECT
INCORRECT
INCORRECT
ALASKA DISTRICT
D E
S C
R I P
T I O
N
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
D
S
T R
E E
T
A L A
S K
A
D
I S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L
E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K
SIGNED
THIS WORK WAS
PREPARED BY ME OR
UNDER MY SUPERVISION
D r a w i n g
O
P r o j e c t s b y
L o c a t i o n C h e v e r L a k e s
P r o j e c t C
H L
R i v e r
B a l i n g
D e c k I F
B
P u b l i s h
D r a w i n g s C
A D
C
H L
S d s t s a v e d o n
P
M p l o t t e d b y o n
P
M
F E
B R
U A
N O
R T
H
P
O L
E
A
L A
S K
A
R I V
L I N
G
D
E C
K
H D
R
I N
C
R
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T
S
A N
C H
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A G
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A
K
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V I S
D
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I G
N
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A D
Y
T
O
A
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I F
R
L S
O N
R O
B E
N
R O
A N
D R
R
T N
E
T A
I L
S
TYPICAL GRADING SECTION
1" = 10'
NOTES:
1. FOR GENERAL NOTES SEE C-001
S-501
W
K B
B
AutoCAD SHX Text G1
AutoCAD SHX Text G4
AutoCAD SHX Text G9
AutoCAD SHX Text E1
AutoCAD SHX Text B2
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AutoCAD SHX Text
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SC"lE I., fEU REFERENCE NO. S-(;; 0
SAF ETY PAYS INY. NO. DACW65- 76 -8-0013
DRAWING INCLUDED
FOR REFERENCE ONLY
DRAWING INCLUDED
FOR REFERENCE ONLY
| CHL020-G-002-DRAWING INDEX1.pdf |
| CHL020-G-001 COVER (1).pdf |
| CHL020-S-101-OVERALL SITE PLAN.pdf |
| Sheets and Views |
| CHL020-S-101-OVERALL SITE PLAN |
| CHL020-S-201-STRUCTURAL SITE PLAN.pdf |
| Sheets and Views |
| CHL020-S-201-STRUCTURAL SITE PLAN |
| CHL020-S-301-TYPICAL SECTION.pdf |
| Sheets and Views |
| CHL020-S-301-TYPICAL SECTION |
| CHL020-S-501-DETAILS.pdf |
| Sheets and Views |
| CHL020-S-501-DETAILS |
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