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US Army Corps of Engineers
US Army Corps
ID
Sheet
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LAKE
SU
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R
RED LAKE
UPPER
LAKE
DEVIL'S
TRAVERSE
LAKE
RED LAKE
LOWER
ITASCA
LAKE
LAKE
CASS
LAKE
LEECH
WINNIBIGOSHISH
LAKE
LAKE
LACS
MILLE
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IV
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IN
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LAKE
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F T
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T H
WOODS
OF THE
LAKE
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MICHIGAN
WISCONSIN
IOWA
SOUTH DAKOTA
MINNESOTA
NORTH DAKOTA
SAINT PAUL
RIVERS & LAKES
M
IS
S
IS
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IP
P I
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IV
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LOCK AND DAM 1
H
IG
H W
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HIGHWAY 62
MSP INTERNATIONAL AIRPORT
H
IG
H W
A Y
E. 46TH ST.
FORD PARKWAY
C L E
V E
L A
N D A
V E S
MINNEAPOLIS
C A N A D A
STATE BOUNDARY
LEGEND
DISTRICT BOUNDARY
NATIONAL BOUNDARY
LOCK AND DAML/D 12
LOCATION
PROJECT
MINOT
BEMIDJI
BRAINERD DULUTH
CLOUD
ST.
MINNEAPOLIS ST. PAUL
ROCHESTER
LA CROSSE
MANKATO
SAF L/D'S
L/D 1
L/D 2
L/D 4 L/D 3
L/D 5 L/D 6
L/D 5A
L/D 7
L/D 8
L/D 9
L/D 10
S
IT
E A
C C
E S
S
LOCATION MAP
POWER HOUSE
MAIN LOCK
SPILLWAY
DAM AND
M
IS
S
IS
S
IP
P I R
IV
E
R B
L V
D . S
VICINITY MAP ACCESS MAP
00 800' 1,600'
SCALE: 1" = 800' SCALE: 1" = 200'
200' 400'
N
200100
SCALE: 1" = 100 MILES
LAKE
BIG STONE
R
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S H
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RAPIDS
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H
N N
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IN
C
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N T
Y
M
IN
N E
S O
T
GENERAL CROSS-REFERENCING SYMBOLS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SUPPLEMENTAL INFORMATION
SCALE:
DETAIL/SECTION
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
D5
C-102
D5
SECTION
D5
C-302
C-501
FRONT SIDE
ELEVATION
TOP
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C/L
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EL
EW
FF
GALV
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION WIDTH
WATER MAINWM
W
RIVERWARDR/W
LONG
LANDWARDL/W
LG
ABBREVIATIONS
D R
A W
IN
G I
N D
E X
R E
F E
R E
N C
E S
G E
N E
R A
L N
O T
E S
A N
D S
Y M
B O
ELEVATION
WATER SURFACE
OR BECHMARK
SURVEY MONUMENT
CUT
FILL
AND NUMBER
DWG OUTLINE
EXCAVATION
GENERAL NOTES:
RIPRAP
EXISTING
RIPRAP
NEW
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
G E
O
ID
.9
GENERAL LEGEND
SHEET ID X-000
L O
C K A
N D D
A M
L O
C K D
A M S
C O
U R R
E P
A
IR
6. COORDINATES BASED ON MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, US SURVEY FEET.
TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS
5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES MAY NOT BE
4. SURVEY DATA FROM 2012 & 2014 SOUNDINGS AND TOPOGRAPHIC SURVEY.
3. ELEVATIONS REFER TO NAVD88.
2. ORIGINAL DATA COMPILED NAD 83 US SURVEY FOOT.
AVAILABLE BY REQUEST TO THE CONTRACTING OFFICER'S REPRESENTATIVE UPON CONTRACT AWARD.
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE
S O
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N N
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F
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D B
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D
2 3
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B
M A
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D B
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P L
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C A
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P L
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D A
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M A
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N
C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
CS302
CS301
CS101
CD101
C-101
G-003
G-002
G-001
TYPICAL SECTIONS & RIPRAP DETAILS
TYPICAL SECTIONS
DETAIL PLAN
REMOVAL PLAN
GENERAL PLAN, HORIZONTAL, VERTICAL, & WORK LIMIT CONTROLS
CIVIL SITE DRAWINGS
DRAWING INDEX, REFERENCES, GENERAL NOTES AND SYMBOLS
LOCATION, VICINITY, AND ACCESS MAPS
COVER SHEET
GENERAL SHEETS
LD01SR_CS302---.dgn
LD01SR_CS301---.dgn
LD01SR_CS101---.dgn
LD01SR_CD101---.dgn
LD01SR_C-101---.dgn
LD01SR_G-003---.dgn
LD01SR_G-002---.dgn
LD01SR_G-001---.dgn
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
LD01 AMBURSEN DAM RATING CURVE
LD01 OPERATING CURVES
LD01 DISCHARGE FREQUENCY CURVE
HYDROGRAPHS
SITE TOPOGRAPHY & SUBSURFACE EXPLORATION
LOCK REPLACEMENT
BORING LOGS
LD 1 APRON BAFFLE WALL & SCOUR PROTECTION SECTIONS & DETAILS
LD 1 APRON BAFFLE WALL & SCOUR PROTECT. GEN. PLAN & SECTIONS
AS-BUILTS
M-L1-10/50.1
M-L1-10/61
M-L1 - 40/32 1
M-L1 - 40/31 1
SHO
RELINE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
C-101
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
G
O G
R E
N
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/2
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F
E L E
V A
T
IO
N D
A T
U M
V E
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IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
G
W O
O
ID
S
R
C -1 d g n
G
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N
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N N
E P
IN
C
O U
N T
Y
M
IN
N E
S O
T A
/1
/1
.9
N
GENERAL PLAN
'A' I-WALL
P1
STATION
POWER
100' 200'
R
IV
E R F
L O
W M
IS
S
IS
S
IP
P I
L O
C K C
H A
M B
E R
L O
C K C
H A
M B
E R
SPILLWAY / DAM
S
IT
E A
C C
E
CS101
CD101
WL-4
G E
N E
R A
L P
L A
N
C O
N T
R O
L T
A B
L E
S
M
IS
S
IS
S
IP
P I R
IV
E
R B
L V
D . S
MONUMENT 1-DS
GUIDE WALL
'B' LOWER
A N
D W
O R
K L
IM
IT
B
O U
N D
A R
Y
PARKING AREA 1
CONTRACTOR
PARKING AREA 2
CONTRACTOR
P2
SCALE: 1" = 100'
WL-01
WL-02
WL-03
WL-05
WORK LIMI
TS
WORK LIMI
TS
W O
R K L
IM
IT
S
W O
R K L
IM
IT
S
W O
R K L
IM
IT
S
TABLE THIS SHEET
SEE HORIZONTAL & VERTICAL DATA CONTROL
IS LOCATED APPROXIMATELY 1 MILE SOUTH
PRIMARY PROJECT CONTROL POINT 'RAIL'
L O
C K A
N D D
A M
DISTURBANCE TO THIS AREA IS PROHIBITED
HIGGINS EYE MUSSEL HABITAT AREA. ANY
* CAUTION - WILDLIFE EXCLUSION AREA *
STOCKPILE AREA
STAGING AND
L O
C K D
A M S
C O
U R R
E P
A
IR
NOTES:
COMPLETED.
TO PRE-CONSTRUCTION CONDITIONS WHEN CONSTRUCTION IS
ACCESS, STAGING, OR STOCKPILES ARE TO BE RESTORED BACK
FOR STAGING, AND STOCKPILE AREA. ANY AREAS USED FOR
1.) CONTRACTOR TO USE THE ISLAND DOWNSTREAM OF THE DAM
5 685 ft ft ft
S O
L
IC
IT
A T
IO
N N
O
F
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E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
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D E
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R
IP
T
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N
C O
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R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
.0
P
- P
O E
.0
P
- P
O B
L O
C K C
H A
M B
E R
'I' WALL
SPILLWAY/DAM
ANGLED TRANSISTION
STATION 3+37.53, 52.0' RT.
BASE ELEVATION = 684.82'
EXCAVATION. APROXIMATE
BEGIN ANGLED TRANSISTION
STATION 0+42.00, 106.0' RT.
BASE ELEVATION = 684.82'
EXCAVATION. APROXIMATE
END ANGLED TRANSISTION
STATION 0+88.00, 152.0' RT.
BASE ELEVATION = 684.82'
EXCAVATION. APROXIMATE
BEGIN ANGLED TRANSISTION
STATION 2+37.44, 152.0' RT.
BASE ELEVATION = 676.70'
EXCAVATION. APROXIMATE
END ANGLED TRANSISTION
STATION 3+78.93, 152.0' RT.
WL-04
WL-05
WORK LIMI
TS
WL-01
W O
R K L
IM
IT
S
W O
R K L
IM
IT
S
ELEVATION = 686.8'
LOW CONTROL POOL
F L
O W
M
IS
S
IS
S
IP
P I R
IV
E
R
POWER STATION
VARIES FROM 692.3' - 692.6'
TOP OF CONCRETE APRON
ELEVATION = 686.60'
APROXIMATE BASE
BEGIN EXCAVATION.
STATION 0+00.00, 2.0' RT.
ELEVATION = 684.82'
APROXIMATE BASE
BEGIN EXCAVATION.
STATION 0+00.00, 106.0' RT.
ELEVATION = 686.28'
APROXIMATE BASE
END EXCAVATION.
STATION 5+64.00, 2.0' RT.
ELEVATION = 676.55'
APROXIMATE BASE
END EXCAVATION.
STATION 5+64.00, 152.0' RT.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
CD101
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
G
O G
R E
N
M
M O
/6 /2
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
C O
M B
IN
E D S
C A
L E F
A C
T O
R
C S
F
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
G
W O
O
ID
S
R
C D d g n
G
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N
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N N
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IN
C
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M
IN
N E
S O
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/1
.9
M O
V A
L P
L A
N
N
80'0 40'
NOTES:
REMOVAL PLAN
SCALE: 1" = 40'
L O
C K A
N D D
A M
L O
C K D
A M S
C O
U R R
E P
A
IR
THE EXISTING CONCRETE APRON.
THE CONCRETE APRON SO AS NOT TO CAUSE DAMAGE OR UNDERMINE
EXISTING RIPRAP, CONCRETE, AND OTHER MATERIAL DOWNSTREAM OF
2.) CONTRACTOR IS TO USE CAUTION DURING THE REMOVAL OF THE
FOR SPECIFIC CRITERIA FOR MATERIAL REUSE.
PREPARATION FOR NEW BEDDING AND RIPRAP. SEE SPECIFICATIONS
EXISTING EXCAVATED SPOIL TO BE REUSED FOR FOUNDATION
SHEET PILE IS TO BE DISPOSED OF OFF SITE. RETAIN REMAINING
1.) ALL EXCAVATED WOOD AND METAL SPOIL SUCH AS POSTS, REBAR AND
5 685 ft 1 ft ft
S O
L
IC
IT
A T
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N N
O
F
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E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
.0
P
- P
O E
.0
P
- P
O B
CS302
'I' WALL
SPILLWAY/DAM
S
L O
P E
8%
SLO
PE
S
L O
P E8
S
L O
P E8 S
L O
P E
L O
C K C
H A
M B
E R
OVER 18" B-3 BEDDING
LAYER OF R470 RIPRAP
PLACE 4'-6" THICK
OVER 15" B-2 BEDDING
LAYER OF R80 RIPRAP
PLACE 2'-6" THICK
END ANGLED TRANSISTION
STATION 3+78.93, 152.0' RT.
BEGIN ANGLED TRANSISTION
STATION 2+37.44, 152.0' RT.
ANGLED TRANSISTION
STATION 3+37.53, 52.0' RT.
SLOPED 8%
RIPRAP AND B-3 BEDDING
PLACEMENT OF R470
BEGIN FULL DEPTH
STATION 0+00.00, 2.0' RT.
SLOPED 0%
RIPRAP AND B-2 BEDDING
PLACEMENT OF R80
BEGIN FULL DEPTH
STATION 0+00.00, 106.0' RT.
RIPRAP AND B-2 BEDDING SLOPED 8%
END PLACEMENT OF FULL DEPTH R80
STATION 5+64.00, 152.0' RT.
RIPRAP AND B-3 BEDDING SLOPED 8%
END PLACEMENT OF FULL DEPTH R470
STATION 5+64.00, 2.0' RT.
END ANGLED TRANSISTION
STATION 0+88.00, 152.0' RT.
BEGIN ANGLED TRANSISTION
STATION 0+42.00, 106.0' RT.
C
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WL-01
WL-05
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ELEVATION = 686.8'
LOW CONTROL POOL
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POWER STATION
VARIES FROM 692.3' - 692.6'
TOP OF CONCRETE APRON
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DETAIL PLAN
80'0 40'
D E
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NOTES:
SCALE: 1" = 40'
L O
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A M
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A M S
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:1
:1
:1
:1
THE EXISTING CONCRETE APRON.
THE CONCRETE APRON SO AS NOT TO CAUSE DAMAGE OR UNDERMINE
PLACEMENT OF THE NEW RIPRAP AND BEDDING DOWNSTREAM OF
2.) CONTRACTOR IS TO USE CAUTION DURING THE REGRADING AND
AND RIPRAP.
RIPRAP AND BEDDING. GRADE SURFACE BEFORE PLACING NEW BEDDING
PREPARATION TO FILL IN HOLES AND VOIDS TO LEVEL AREA FOR NEW
1.) CONTRACTOR TO USE EXISTING EXCAVATED SPOIL FOR FOUNDATION
50'-0" VARIES FROM 54' TO 100'
2'-0"
100'-0"50'-0"
2'-0"
100'-0"50'-0"
VARIES FROM 100' TO 0' VARIES FROM 0' TO 100'
2'-0"
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
670670
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10
NO SLOPE
8% SLOPE
15" B-2 BEDDING
30" OF R80 RIPRAP
GROUND
EXISTING
DEPTH AT TRANSITION
TO MATCH B-3 BEDDING
SLOPE B-2 BEDDING 3:1
SPILLWAY APRON
EXISTING CONCRETE
L
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C O
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R O
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NO SLOPE GROUND
EXISTING8% SLOPE
30" OF R80 RIPRAP
15" B-2 BEDDING
ELEVATION AS SHOWN
FROM TOP OF B-2 BEDDING
NEEDED TO FORM A 3:1 SLOPE
SLOPE EXISTING GROUND AS
DEPTH AT TRANSITION
TO MATCH B-3 BEDDING
SLOPE B-2 BEDDING 3:1
SPILLWAY APRON
EXISTING CONCRETE
L
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C O
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R O
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NO SLOPE
VARIES
SLOPE
GROUND
EXISTING
SPILLWAY APRON
EXISTING CONCRETE
18" B-3 BEDDING
8% SLOPE
30" OF R80 RIPRAP
15" B-2 BEDDING
DEPTH AT TRANSITION
TO MATCH B-3 BEDDING
SLOPE B-2 BEDDING 3:1
L
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C O
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SEE NOTE 1 (TYP.)
EXCAVATION AREA
NOTE 1 (TYP.)
FILL AREA SEE
SEE NOTE 2
54" OF R470 RIPRAP,
SEE NOTE 2
54" OF R470 RIPRAP,
18" B-3 BEDDING
SEE NOTE 2
54" OF R470 RIPRAP,
18" B-3 BEDDING
BEDDING ELEVATION AS SHOWN
TO FORM A 3:1 SLOPE FROM TOP OF B-2
EXCAVATE EXISTING GROUND AS NEEDED
ELEVATION AS SHOWN
FROM TOP OF B-2 BEDDING
NEEDED TO FORM A 3:1 SLOPE
EXCAVATE EXISTING GROUND AS
FROM 688.56' - 680.43'
ELEVATION VARIES
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TYPICAL SECTIONA
CS101
0 20'10'
TYPICAL SECTIONB
CS101
0 20'10'
TYPICAL SECTIONC
CS101
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SCALE: 1" = 10'
SCALE: 1" = 10'
SCALE: 1" = 10'
STA. 0+00 - 0+88.00
STA. 2+37.44 - 3+78.93
NOTES:
STA. 0+88.00 - 2+37.44
L O
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THE RIVER FLOW.
SHALL NOT EXTEND ABOVE THE CONCRETE APRON SO AS NOT TO IMPEDE
APRON AT THE ELEVATION OF THE CONCRETE APRON AS SHOWN. RIPRAP
2.) NEW R470 RIPRAP IS TO BE PLACED UP AGAINST THE EXISTING CONCRETE
BEFORE PLACING NEW BEDDING AND RIPRAP.
VOIDS TO LEVEL AREA FOR NEW RIPRAP AND BEDDING. GRADE SURFACE
1.) CONTRACTOR TO USE EXISTING EXCAVATED SPOIL TO FILL IN HOLES AND
100'-0"50'-0"
2'-0"
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10
GROUND
EXISTING
8% SLOPE
15" B-2 BEDDING
30" OF R80 RIPRAP
8% SLOPE
BEDDING ELEVATION AS SHOWN
TO FORM A 3:1 SLOPE FROM TOP OF B-2
SLOPE EXISTING GROUND AS NEEDED
DEPTH AT TRANSITION
TO MATCH B-3 BEDDING
SLOPE B-2 BEDDING 3:1
SPILLWAY APRON
EXISTING CONCRETE
L
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NOTE 1 (TYP.)
FILL AREA SEE
SEE NOTE 1 (TYP.)
EXCAVATION AREA
SEE NOTE 2
54" OF R470 RIPRAP,
18" B-3 BEDDING
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SCALE: 1" = 4' SCALE: 1" = 4' SCALE: 1" = 4'
SCALE: 1" = 10'
STA. 3+78.93 - 5+64.00
L O
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CS101 NEW R80 RIPRAP END SLOPE
CS101 NEW R470 RIPRAP END SLOPE
8'4' 8'4'
R80 RIPRAP
NEW 30"
B-2 BEDDING
NEW 15"
GROUND AS SHOWN
ELEVATION TO MEET EXISTING
FILL 3:1 FROM TOP OF BEDDING
EXCAVATED SPOIL. SLOPE
PARTIALLY FILL HOLE USING
CS101
0 8'4'
NEW R80 RIPRAP EDGE NEAR HOLE
R470 RIPRAP
NEW 54"
B-3 BEDDING
NEW 18"
LOCK WALL
EXISTING
LOCK WALL
EXISTING
B-2 BEDDING
NEW 15"
R80 RIPRAP
NEW 30"
SECTION SECTION SECTION
0 20'10'
TYPICAL SECTION
CS101
D
NOTES:
THE RIVER FLOW.
SHALL NOT EXTEND ABOVE THE CONCRETE APRON SO AS NOT TO IMPEDE
APRON AT THE ELEVATION OF THE CONCRETE APRON AS SHOWN. RIPRAP
2.) NEW R470 RIPRAP IS TO BE PLACED UP AGAINST THE EXISTING CONCRETE
BEFORE PLACING NEW BEDDING AND RIPRAP.
VOIDS TO LEVEL AREA FOR NEW RIPRAP AND BEDDING. GRADE SURFACE
1.) CONTRACTOR TO USE EXISTING EXCAVATED SPOIL TO FILL IN HOLES AND
RIPRAP
EXISTING GROUND TO SUPPORT NEW
SLOPED 3:1 AS SHOWN, DOWN TO MEET
PARTIALLY FILL HOLE WITH R80 RIPRAP
HOLE CONDITION:
DOWN TO MEET EXISTING GROUND
R80 RIPRAP SLOPED 3:1 AS SHOWN,
NO HOLE CONDITION:
File details come from the government source that posted it. Updated .