W912ES-18-B-0015_PLANS_HALF.pdf
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L O
C K D
A M
A L
M A
W I
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IP
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S T P
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T A
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C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
AS-BUILT
N
M
IS
S
IS
S
IP
P I R
IV
E
R
SITE
PROJECT
DAM 4
LOCK AND
A N
S I
B
C R
M
C R
M
A N
D D
R A
W
IN
G I
N D
E X
G-002
1" =200'
A
SCALE:
LOCK & DAM 4
VICINITY MAP
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
VERTICAL AND HORIZONTAL CONTROL POINTS
DESCRIPTIONELEVATIONEASTINGNORTHINGNAME
LEAD PLUG WITH TACK671.4451,466,771.68184,418.798+00B LGW
LEAD PLUG WITH TACK671.381,466,105.09186,145.6710+50A UGW
NGS PID 0447676.45--C248
NGS PID 0446671.531,466,433.19185,293.80Z125
G C
W
T O
M S
U L L
Y
F L
O W
ALMA, WISCONSIN
C-502
C-501
C-103
C-102
C-101
G-002
G-001
LD4PR_C-502---.DGN
LD4PR_C-501---.DGN
LD4PR_C-103---.DGN
LD4PR_C-102---.DGN
LD4PR_C-101---.DGN
LD4PR_G-002VIC.DGN
LD4PR_G-001COV.DGN
V
IC
IN
IT
Y A
N D L
O C
A T
IO
N M
A P
PROJECT PHOTOS
DETAILS
PAVEMENT MARKINGS PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY AND LOCATION MAP AND DRAWING INDEX
COVER SHEET
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
LEGEND
= 3D PROJECT CONTROL POINT
= 1D PROJECT CONTROL POINT
W E
S -1
-B -0
ABBREVIATIONS
EXIST
MAX
MIN
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
UNLESS NOTED OTHERWISE
APPROXIMATE
BITUMINOUS
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
C/L
C&G
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
SPECIFICATIONS
APPROX
BITUM
CENTER LINE
CJ
CONC
DIA
EJ
EL
HT
MISC
SPEC
UNO
WIDTHW
LN.FT. LINEAL FOOT
* UNLESS OTHERWISE NOTED ON EACH SHEET
400'0 200'
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
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A P
P R
D A
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F
IL
E N
U M
B E
R
S
IZ
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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
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
C248
BM
10+50A UGW
BM
8+00B LGW
BM
Z125
BM
4 4 5
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
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A P
P R
D A
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F
IL
E N
U M
B E
R
S
IZ
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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
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
L O
C K D
A M
A L
M A
W I
M
IS
S
IS
S
IP
P I
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IV
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S T P
A U
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IS
T R
IC
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S T P
A U
L
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IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
P
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C -1 d g n
C-101
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
D E
M O
L
IT
IO
N P
L A
N
G C
W
SHEET KEY NOTES
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
W E
S -1
-B -0
= REMOVE EXISTING 4" BITUMINOUS
PERIMETER FENCE.
5. SAWCUT EDGE OF EXISTING BITUMINOUS PAVEMENT AT
SHOWN ON DETAIL A1/C-501.
4. REMOVE 4" BITUMINOUS PAVEMENT (FULL DEPTH) AS
A3/C-502, C3/C-502, AND C4/C-502.
PARKING LOT (APPROX. 23 LN.FT.) AS SHOWN. SEE PHOTOS
NORTH RADII OF HWY 35. (APPROX. 18 LN.FT.) AND IN
3. REMOVE EXISTING CONCRETE CURB AND GUTTER ALONG
SEE PHOTO A1/C-502.
2. REMOVE AND DISPOSE OF EXISTING (15) WHEEL STOPS.
PHOTO A1/C-502.
1. PROTECT EXISTING POWER POLES AND GUY WIRES. SEE
LEGEND GENERAL NOTES
100'0 50' 1" =50'
A1
SCALE:
LOCK AND DAM 4
DEMOLITION PLAN
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
REMOVAL LIMITS.
5. ALL PAVEMENTS SHALL BE SAWCUT AT PAVEMENT
WORK.
NECESSARY WITH THE RAILROAD PRIOR TO COMMENCING
4. CONTRACTOR SHALL MAKE ALL COORDINATION
INLETS. INCLUDE INLET PROTECTION SEDIMENT CONTROL.
3. PROTECT ALL EXISTING STORM SEWER CATCH BASIN
UNLESS INDICATED FOR REMOVAL.
2. PROTECT ALL EXISTING CONCRETE CURB AND GUTTER
WHERE NOTED.
EXCEED OUTSIDE OF THE PAVEMENT REPAIR AREAS EXCEPT
PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO
COORDINATE WITH CONTRACTING OFFICER FOR PERSONAL
AREAS SHOWN ON THE DRAWINGS. CONTRACTOR TO
INCLUDING STAGING AND STORAGE TO WITHIN THE WORK
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
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
IO
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
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
L O
C K D
A M
A L
M A
W I
M
IS
S
IS
S
IP
P I
R
IV
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S T P
A U
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IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
P
R
C -1 d g n
C-102
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
G C
W
SHEET KEY NOTES
S
IT
E P
L A
N
2" BITUMINOUS NON-WEAR COURSE
TACK COAT
2" BITUMINOUS WEAR COURSE
= 4" BITUMINOUS PAVING SECTION:
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
W E
S -1
-B -0
SHOWN ON B1/C-501.
5. REPLACE 4" BITUMINOUS PAVEMENT (FULL DEPTH) AS
AND SEE PHOTOS C1/C-502 AND C2/C-502.
AROUND EXISTING UTILITY MARKERS. SEE DETAIL B4/C-501
4. PROVIDE (2) - CONCRETE COLLAR AND UTILITY CASTING
RAILING. SEE PHOTOS A2/C-502 AND A4/C-502.
CONCRETE CURB. PROTECT EXISTING CURB AND EXISTING
LENGTH OF CURB. MATCH TOP BACK OF EXISTING
AND GUTTER WHERE EXISTING SIDEWALK SETTLED ALONG
3. CONCRETE SIDEWALK LEVELING BEHIND EXISTING CURB
(APPROX. 23 LN.FT.) AS SHOWN. SEE DETAIL C1/C-501.
RADII OF HWY 35. (APPROX. 18 LN.FT.) AND IN PARKING LOT
2. PROVIDE CONCRETE CURB AND GUTTER ALONG NORTH
REBAR BOLTS, PAINT YELLOW). SEE DETAIL D1/C-501.
1. PROVIDE (15) - WHEEL STOPS. (8' LENGTH, 10 1/2" WIDE, 2
PLAN C-103.
2. RESTRIPE ALL PARKING AREAS PER PAVEMENT MARKING
ON THE DRAWINGS.
STAGING AND STORAGE TO WITHIN THE WORK AREAS SHOWN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS, INCLUDING
1" =50'
A1
SCALE:
LOCK AND DAM 4
SITE PLAN
100'0 50'
GENERAL NOTES
LEGEND
N
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
1 1
5' X 20'
AISLE
ACCESS
5' X 20'
AISLE
ACCESS
9' MIN WIDTH
11 EQUAL STALLS
11' X 20'
STALLS
(2) ACCESSIBLE
11' X 20'
STALL
(1) ACCESSIBLE
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
L O
C K D
A M
A L
M A
W I
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
P
R
C -1 d g n
C-103
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
G C
W
WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN THE
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
SHEET KEYNOTES
P A
V E
M E
N T M
A R
K
IN
G S P
L A
N
1" =50'
A1
SCALE:
LOCK AND DAM 4
PAVEMENT MARKINGS PLAN
100'0 50'
GENERAL NOTES
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
/0
/3
L
O C
K D
A M P
A V
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E N
T R
E H
A B
IL
IT
A T
IO
N
W E
S -1
-B -0
= HANDICAPPED SPACE
LEGEND
ACCESSIBLE LOADING/UNLOADING AISLE - 5' WIDE X 20' LONG
ACCESSIBLE SPACE-11'WIDE X 20' LONG
STANDARD SPACE - 9' WIDE X 20' LONG
3. PARKING SPACE DIMENSIONS ARE AS FOLLOWS:
LENGTH.
TO BE PAINTED WITH A 4" WIDE YELLOW PAINTED STRIPE, 20'
2. RESTRIPE ALL PARKING AREAS AS SHOWN. PARKING STALLS
DEGREE ANGLES TO STALL.
4" WIDE YELLOW PAINTED STRIPE 18" ON CENTER AND AT 45
A4/C-501. ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A
PARKING STALL. CENTER SYMBOL IN STALL. SEE DETAIL
WHEEL CHAIR SYMBOL AT EACH DESIGNATED ACCESSIBLE
1. (3) TOTAL HANDICAP SYMBOLS-PROVIDE YELLOW PAINTED
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
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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
BITUMINOUS REMOVAL
SHAPE AND COMPACT AFTER
EXISTING AGGREGATE BASE
TACK COAT TO CUT EDGES.
PAVEMENT AND CURBING. ADD
SAWCUT EDGES TO EXISTING
BITUMINOUS TACK COAT
BITUMINOUS REMOVAL
SHAPE AND COMPACT AFTER
EXISTING AGGREGATE BASE
CURB AND GUTTER
EXISTING CONCRETE
WHEEL STOP
ANCHOR RODS, 2 EA
3' LONG, 3/4" DIA.
BITUMINOUS PAVING
LENGTH = 8'
COURSE MIXTURE
2" - TYPE SPNWB230E NON-WEARING
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
EXISTING UTILITY
AWAY FROM CURB.
PAVEMENT WHERE SLOPES
SLOPE GUTTER TO MATCH
CONSTRUCT WITH REVERSE
" 1 /2
8"
6"
0.06 FT/FT
10 1/2"
PAINT YELLOW
4" CONCRETE RING
6" THICK
SECTION
PAVEMENT
BITUMINOUS
TYPICAL
MATERIAL PROPERTIES)
OR EQUAL DIMENSIONS AND
6" DEPTH (NEENAH R-7506-A
NEW UTILITY CASTING COVER,
M
IN
PAINTED YELLOW
ACCESSIBILITY SYMBOL
INTERNATIONAL SYMBOL OF
REMOVE EXISTING 4" BITUMINOUS
FIELD VERIFY
12"-24"
EXISTING
MATCH
RADIUS
CURB AND GUTTER
EXISTING CONCRETE
5' FROM BACK OF EXISTING CURB
/2
L O
C K D
A M
A L
M A
W I
M
IS
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IS
S
IP
P I
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IV
E R
S T P
A U
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IS
T R
IC
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S T P
A U
L
M
IN
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S O
T A
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
D E
T A
IL
S
C-501
L D
P
R
C -5 d g n
A1
BITUMINOUS PAVEMENT FOR REMOVAL AREA
G C
B1
BITUMINOUS PAVEMENT
D1
PRECAST CONCRETE WHEEL STOP
B4
CONCRETE COLLAR
C1
CONCRETE CURB AND GUTTER
A4
HANDICAP SYMBOL
/0
/3
L
O C
K D
A M P
A V
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A B
IL
IT
A T
IO
N
N A
D
W I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
E
S -1
-B -0
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
DRAINAGE PATTERN
MATCH EXISTING
GRADE TO DRAIN
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
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T E
M
H O
R
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O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
NOT TO SCALE
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
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C K
D B
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D E
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D E
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D
2 3
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A
B
M A
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A P
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T E
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C A
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P L
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A T
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D A
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M A
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D E
S C
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IP
T
IO
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
/2
L O
C K D
A M
A L
M A
W I
M
IS
S
IS
S
IP
P I
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IV
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S T P
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T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
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T O
M S
U L L
Y
C R
M
C R
M
C-502
L D
P
R
C -5 d g n
C1
UTILITY MARKER
G C
W
A1
WHEEL STOPS
P R
O J E
C T P
H O
T O
S
C3
CONCRETE CURB REPAIR
A3
CONCRETE CURB REPAIR
C2
UTILITY MARKER
A2
SIDEWALK LEVELING
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
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E
S -1
-B -0
C4
CONCRETE CURB REPAIR
C5
SIDEWALK LEVELING
NOT TO SCALE NOT TO SCALE
NOT TO SCALENOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
E L E
V A
T
IO
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IC
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D E
S C
R
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IO
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
LATSCH
"D4" LD5
BM
USACE D2
/2
L O
C K D
A M
M
IS
S
IS
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IP
P I
R
IV
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L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATIONMINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
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LAKE
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INNE
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BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
N
400'0 200'
M
ISSISSIPPI RIVER
SITE
PROJECT
DAM 5
LOCK AND
WISCONSIN
A N
S I
B
C R
M
C R
M
A N
D D
R A
W
IN
G I
N D
E X
G-002
N A
D
N A
V D
8 1
1" =200'
A1
SCALE:
LOCK & DAM 5
VICINITY MAP
G C
W
W
IN
O N
A
M N
T O
M S
U L L
Y
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
.9
BRASS CAP IN LANDWALL664,553,198,743.87758,627.25USACE D2
BRASS CAP IN RIVERWALL664.503,198,881.98758,861.99"D4" LD5
NGS PID AE9419-3,199,436.38757,581.88LATSCH
NGS PID DF82941266.303,190,452.12754,811.12PRESTON
WINONA, MINNESOTA
FLOW
C-502
C-501
C-103
C-102
C-101
G-002
G-001
LD5PR_C-502---.DGN
LD5PR_C-501---.DGN
LD5PR_C-103---.DGN
LD5PR_C-102---.DGN
LD5PR_C-101---.DGN
LD5PR_G-002VIC.DGN
LD5PR_G-001COV.DGN
V
IC
IN
IT
Y A
N D L
O C
A T
IO
N M
A P
PROJECT PHOTOS
DETAILS
PAVEMENT MARKINGS PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY AND LOCATION MAP AND DRAWING INDEX
COVER SHEET
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
PRESTON
TO BM
LEGEND
ABBREVIATIONS
EXIST
MAX
MIN
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
UNLESS NOTED OTHERWISE
APPROXIMATE
BITUMINOUS
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
C/L
C&G
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
SPECIFICATIONS
APPROX
BITUM
CENTER LINE
CJ
CONC
DIA
EJ
EL
HT
MISC
SPEC
UNO
WIDTHW
LN.FT. LINEAL FOOT
* UNLESS OTHERWISE NOTED ON EACH SHEET
W E
S
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
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D W
N B
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IG
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2 3
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D E
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R
IP
T
IO
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 a u t o t im e
SHOWN ON PHOTO C4/C-502.
TRANSITION AS VISIBLE AND
SAWCUT LIMIT AT PAVEMENT
PAVEMENT REMOVAL AND
SHOWN ON PHOTO C5/C-502.
TRANSITION AS VISIBLE AND
SAWCUT LIMIT AT PAVEMENT
PAVEMENT REMOVAL AND
20'10'
SHOWN ON PHOTO C3/C-502.
TRANSITION AS VISIBLE AND
SAWCUT LIMIT AT PAVEMENT
PAVEMENT MILLING AND
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
G C
W L
O C
K D
A M
W
IN
O N
A
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
.9
B
L D
P
R
C -1 d g n
D E
M O
L
IT
IO
N P
L A
N
GENERAL NOTES
SHEET KEY NOTES
LEGEND
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
= REMOVE EXISTING 4" BITUMINOUS
= MILL EXISTING 2" WEARING COURSE
DETAIL A4/C-501. SEE PHOTOS C1/C-502 AND C2/C-502.
3. REMOVE 3' WIDE BITUMINOUS PATCH AS SHOWN ON
2. MILL AS SHOWN ON DETAIL D1/C-501.
SHOWN ON DETAIL A1/C-501.
1. REMOVE 4" BITUMINOUS PAVEMENT (FULL DEPTH) AS
REMOVAL LIMITS.
5. ALL PAVEMENTS SHALL BE SAWCUT AT PAVEMENT
WORK.
NECESSARY WITH THE RAILROAD PRIOR TO COMMENCING
4. CONTRACTOR SHALL MAKE ALL COORDINATION
INLETS. INCLUDE INLET PROTECTION SEDIMENT CONTROL.
3. PROTECT ALL EXISTING STORM SEWER CATCH BASIN
UNLESS INDICATED FOR REMOVAL.
2. PROTECT ALL EXISTING CONCRETE CURB AND GUTTER
WHERE NOTED.
EXCEED OUTSIDE OF THE PAVEMENT REPAIR AREAS EXCEPT
PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO
COORDINATE WITH CONTRACTING OFFICER FOR PERSONAL
AREAS SHOWN ON THE DRAWINGS. CONTRACTOR TO
INCLUDING STAGING AND STORAGE TO WITHIN THE WORK
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
1" =50'
A1
SCALE:
LOCK AND DAM 5
DEMOLITION PLAN
100'0 50'
N
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
W E
S
B
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
IO
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
2 2
20' 10'
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
G C
W L
O C
K D
A M
W
IN
O N
A
M N
M
IS
S
IS
S
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S T P
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A R
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F E
N G
IN
E E
A
D
M N S
P C
S S
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E -U .S S
U R
V E
Y F
T
N A
V D
.9
B
L D
P
R
C -1 d g n
S
IT
E P
L A
N
SHEET KEY NOTES
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
REPAIR
= BITUMINOUS SEAL COAT AND CRACK
2" BITUMINOUS NON-WEAR COURSE
TACK COAT
2" BITUMINOUS WEAR COURSE
= 4" BITUMINOUS PAVING SECTION:
TACK COAT
= OVERLAY 2" WEARING COURSE
PARKING STALLS AND SIDEWALK. SEE PHOTO A1/C-502.
5. REPLACE FIELD MOLDED JOINT SEALANT ALONG BACK OF
ON DETAIL B1/C-501.
4. REPLACE 4" BITUMINOUS PAVEMENT (FULL DEPTH) AS SHOWN
D3/C-501. THEN APPLY SEAL COAT.
3. CLEAN AND SEAL CRACKS AS SHOWN ON DETAIL C3 AND
2. BITUMINOUS 2" OVERLAY AS SHOWN ON DETAIL C1/C-501.
A4/C-501.
1. FULL DEPTH PAVEMENT PATCH. 3' WIDE. SEE DETAIL
PLAN C-103.
2. RESTRIPE ALL PARKING AREAS PER PAVEMENT MARKING
ON THE DRAWINGS.
STAGING AND STORAGE TO WITHIN THE WORK AREAS SHOWN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS, INCLUDING
100'0 50' 1" =50'
A1
SCALE:
LOCK AND DAM 5
SITE PLAN
LEGEND
GENERAL NOTES
N
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
W E
S
B
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
IO
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
' X
S
T A
L L
10'X20
4 STALLS
5' X 20'
AISLE
ACCESS
' X
S
T A
L L S E
A . S
ID
E
5' X 20'
AISLE
ACCESS
11' X 20'
STALLS
(2) ACCESSIBLE
11' X 20'
STALLS
(2) ACCESSIBLE
10' X 2 0'
6 STALLS
' X
S
T A
L L
18'
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
G C
W L
O C
K D
A M
W
IN
O N
A
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
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P S O
F E
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IN
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A
D
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E -U .S S
U R
V E
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T
N A
V D
.9
B
L D
P
R
C -1 d g n
SHEET KEYNOTES
WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN THE
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
P A
V E
M E
N T M
A R
K
IN
G S P
L A
N
100'0 50' 1" =50'
A1
SCALE:
LOCK AND DAM 5
PAVEMENT MARKINGS PLAN
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
GENERAL NOTES
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
ACCESSIBLE LOADING/UNLOADING AISLE - 5' WIDE X 20' LONG
ACCESSIBLE SPACE-11'WIDE X 20' LONG
STANDARD SPACE - 10' WIDE X 20' LONG
9. PARKING SPACE DIMENSIONS ARE AS FOLLOWS:
8. ROAD EDGE TO BE PAINTED WITH A 4" YELLOW SOLID STRIPE.
7. ROAD EDGE TO BE PAINTED WITH A 4" WHITE SOLID STRIPE.
TRAFFIC CONTROL DEVICES, FIGURE 8B-7.
WHITE PAINTED STRIPES AND "RR" PER MINNESOTA MANUAL
6. RAILROAD CROSSING SYMBOL TO BE PAINTED WITH 16" WIDE
CENTER AND AT 45 DEGREE ANGLES TO CROSSING
5. PAINTED WITH A 4" WIDE YELLOW PAINTED STRIPE 18" ON
CONTROL DEVICES, FIGURE 8B-6.
STRIPE, 8' FROM GATE ARM PER MINNESOTA MANUAL TRAFFIC
4. STOP BAR TO BE PAINTED WITH A 24" WIDE WHITE PAINTED
YELLOW PAINTED STRIPE, 4" SEPARATION
3. CENTER LINE TO BE PAINTED WITH A 4" DOUBLE SOLID
LENGTH.
TO BE PAINTED WITH A 4" WIDE YELLOW PAINTED STRIPE, 20'
2. RESTRIPE ALL PARKING AREAS AS SHOWN. PARKING STALLS
ANGLES TO STALL.
YELLOW PAINTED STRIPE 18" ON CENTER AND AT 45 DEGREE
ACCESSIBLE ACCESS AISLES TO BE PAINTED WITH A 4" WIDE
STALL. CENTER SYMBOL IN STALL AS SHOWN ON B4/C-501.
CHAIR SYMBOL AT EACH DESIGNATED ACCESSIBLE PARKING
1. HANDICAP SYMBOLS (4) -PROVIDE YELLOW PAINTED WHEEL
= HANDICAPPED SPACE
E
S
B
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
IO
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
RR
OF PATCH
SAWCUT EDGES
OF PATCH
SAWCUT EDGES
BITUMINOUS VARIES
THICKNESS OF EXISTING
SPWEA240E WEARING COURSE MIXTURE"
PLACE BITUMINOUS PATCH USING "TYPE
COAT JOINT
BITUMINOUS TACK
COAT JOINT
BITUMINOUS TACK
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENTBITUMINOUS TACK COAT
2" COLD MILLING , TYPICAL
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
EXISTING CRACK WIDTH VARIES
PER MNDOT 3725, FULL DEPTH OF BITUMINOUS
ELASTIC TYPE JOINT AND CRACK FILLER,
HOT POURED, EXTRA LOW MODULUS,
EXISTING CRACK WIDTH VARIES
HORIZONTAL SURFACES.
BITUMINOUS TACK COAT ON ALL
DEPTH OF BITUMINOUS. APPLY
AND CRACKS PER MNDOT 2231. FULL
PROVIDE A MIXTURE FOR JOINTS
2.0% MIN.
BITUMINOUS REMOVAL
SHAPE AND COMPACT AFTER
EXISTING AGGREGATE BASE
TACK COAT TO CUT EDGES.
PAVEMENT AND CURBING. ADD
SAWCUT EDGES TO EXISTING
BITUMINOUS TACK COAT
BITUMINOUS REMOVAL
SHAPE AND COMPACT AFTER
EXISTING AGGREGATE BASE
CURB AND GUTTER
EXISTING CONCRETE
CURB AND GUTTER
EXISTING CONCRETE
COURSE MIXTURE
2" - TYPE SPNWB230E NON-WEARING
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
EDGE
GUTTER OR CONCRETE
EDGE OF CONCRETE
EDGE
GUTTER OR CONCRETE
EDGE OF CONCRETE
M
IN
PAINTED YELLOW
ACCESSIBILITY SYMBOL
INTERNATIONAL SYMBOL OF
REMOVE EXISTING 4" BITUMINOUS
SHOWN ON PLAN
BITUMINOUS AS
REMOVE EXISTING
/2
L O
C K D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
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M
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S
C-501
L D
P
R
C -5 d g n
A4
BITUMINOUS PATCH
D5
TYPE 1 - CRACK
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
G C
W
W
IN
O N
A
M N
B4
HANDICAP SYMBOL
D3
TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
A1
BITUMINOUS PAVEMENT FOR REMOVAL AREA
B1
BITUMINOUS PAVEMENT
D1
COLD MILLING
C1
WEARING COURSE OVERLAY
/0
/3
L
O C
K D
A M P
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IO
N
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8 1
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N S
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O N
E -U .S S
U R
V E
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T
.9
NOT TO SCALE
2. BITUMINOUS PATCH THICKNESS TO MATCH EXISTING.
1. SHAPE AND COMPACT EXISTING GRAVEL BASE PRIOR TO PLACEMENT OF BITUMINOUS PATCH.
NOTE:
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
:NOTE
TO PLACING CRACK FILLER.
2. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
WHERE SETTLEMENT HAS OCCURED BY THE CRACK.
1. FOR USE ON CRACKS WIDER THAN 3/4" OR WHERE
NOTE:
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
DRAINAGE PATTERN
MATCH EXISTING
GRADE TO DRAIN
NOT TO SCALE
W E
S
B
BITUMINOUS REMOVAL
BITUMINOUS REPLACEMENT
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
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S
IG
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Y
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R
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IO
N
D
2 3
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A
B
M A
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R
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IZ
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D B
Y
P L
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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
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
L O
C K D
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M
IS
S
IS
S
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A N
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C R
M
C R
M
C-502
L D
P
R
C -5 d g n
G C
W
P R
O J E
C T P
H O
T O
S
A1
SIDEWALK JOINT
A2
SIDEWALK JOINT
C1
PAVEMENT PATCH
C2
PAVEMENT PATCH
W
IN
O N
A
M N
C3
PAVEMENT TRANSITION
C4
PAVEMENT TRANSITION
C5
PAVEMENT TRANSITION
/0
/3
L
O C
K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
N A
D
N A
V D
8 1
B
.9
I S
P C
S
C E
N T
R A
L Z
O N
E -U .S S
U R
V E
Y F
T
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOT TO SCALE NOT TO SCALE NOT TO SCALE
NOT TO SCALE
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
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C O
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M A
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S C
R
IP
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IO
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
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
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R
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IO
N
D
2 3
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IZ
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R
IP
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IO
N
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N T
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O
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T E
A P
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®of Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
/2
L O
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G -0
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IC
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V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
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C O
O R
D
IN
A T
E S
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T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATIONMINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
N
400'0 200'
M
IS
S
IS
S
IP
P I R
IV
E R
SITE
PROJECT
DAM 5A
LOCK AND
WISCONSIN
MINNESOTA
GENOA
A N
S I
B
C R
M
C R
M
A N
D D
R A
W
IN
G I
N D
E X
G-002
N A
D
N A
V D
8 1
1" =200'
A1
SCALE:
LOCK & DAM 5A
VICINITY MAP
G C
W
T O
M S
U L L
Y
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
WALL NEAR THE LOWER GAGE HOUSE
BRASS CAP IN TOP OF CONCRETE GUIDE 662.463,237,450.85"BRASS DS" LD5A 732,375.25
UPSTREAM EDGE OF DAM PIERS
4" BRASS CAP ON LANDWALL IN LINE WITH 662.343,236,691.54733,237.75"D1" LD5A
NGS PID DO7764665.473,225,807.50724,642.12A 240 A RESET
NGS PID AE9397688.363,217,372.99732,900.71BARTLET
.9
F L O
W
V
IC
IN
IT
Y A
N D L
O C
A T
IO
N M
A P
F O
U N
T A
IN
C
IT
Y
W I
W E
S -1
-B -0
/0
/3
L
O C
K D
A M
A P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
BM BARTLET
TO
BM A 240 A RESET
TO
C-502
C-501
C-102
C-101
G-002
G-001
LD5APR_C-502---.DGN
LD5APR_C-501---.DGN
LD5APR_C-102---.DGN
LD5APR_C-101---.DGN
LD5APR_G-002VIC.DGN
LD5APR_G-001COV.DGN
PROJECT PHOTOS
DETAILS
PAVEMENT MARKINGS PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY LOCATION MAP AND DRAWING INDEX
COVER SHEET
LEGEND
MAX
MIN
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
UNLESS NOTED OTHERWISE
APPROXIMATE
BITUMINOUS
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
C/L
C&G
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
SPECIFICATIONS
APPROX
BITUM
CENTER LINE
CJ
CONC
DIA
EJ
EL
HT
MISC
SPEC
UNO
WIDTHW
LN.FT. LINEAL FOOT
* UNLESS OTHERWISE NOTED ON EACH SHEET
/2
A N
S I
B
T O
M S
U L L
Y
C R
M
C R
M
G C
W L
O C
K D
A M
A
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
A
P R
C -1 d g n
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
C-101
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
.9
B
N
100'0 50' 1" =50'
A1
SCALE:
LOCK AND DAM 5A
SITE PLAN
S
IT
E P
L A
N
GENERAL NOTES
SHEET KEY NOTES
LEGEND
F O
U N
T A
IN
C
IT
Y
W I
= CRACK REPAIR
W E
S -1
-B -0
/0
/3
L
O C
K D
A M
A P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
PRIOR TO CONSTRUCTION.
JOINTS TO BE COORDINATED WITH CONTRACTING OFFICER
CRACK AS SHOWN ON DETAIL D3/C-501. LOCATION OF CURB
GUTTER AND BITUMINOUS PAVEMENT. SEAL AS A TYPE 1
2. CLEAN AND RESEAL CURB AND GUTTER JOINTS BETWEEN
AND D3/C-501.
1. CLEAN AND SEAL CRACKS AS SHOWN ON DETAIL C3/C-501.
NOTED.
OUTSIDE OF THE PAVEMENT REPAIR AREAS EXCEPT WHERE
STAGING AREAS, IF NEEDED. WORK IS NOT TO EXCEED
CONTRACTING OFFICER FOR PERSONAL PARKING AND
ON THE DRAWINGS. CONTRACTOR TO COORDINATE WITH
STAGING AND STORAGE TO WITHIN THE WORK AREAS SHOWN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS, INCLUDING
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
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D B
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S
IG
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D B
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R
IP
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IO
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D
2 3
C
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A
B
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Y
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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
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
10' X 18'
6 STALLS
' X
S
T A
L L
/2
L O
C K D
A M
A
M
IS
S
IS
S
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D
A
P R
C -1 d g n
A N
S I
B
W E
S -1
-B -0
T O
M S
U L L
Y
/0
/3
D P
F
C R
M
G C
W
P A
V E
M E
N T M
A R
K
IN
G S P
L A
N
C-102
L O
C K D
A M
A P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
F O
U N
T A
IN
C
IT
Y
W I
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
.9
B
GENERAL NOTES
WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN THE
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
SHEET KEY NOTES
N
100'0 50'
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
1" =50'
A1
SCALE:
LOCK AND DAM 5A
PAVEMENT MARKINGS PLAN
STANDARD SPACE - 10' WIDE X 18' LONG
2. PARKING SPACE DIMENSIONS ARE AS FOLLOWS:
LENGTH.
TO BE PAINTED WITH A 4" WIDE YELLOW PAINTED STRIPE, 18'
1. RESTRIPE ALL PARKING AREAS AS SHOWN. PARKING STALLS
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
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S
IZ
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T E
D B
Y
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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
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
EXISTING CRACK WIDTH VARIES
PER MNDOT 3725, FULL DEPTH OF BITUMINOUS
ELASTIC TYPE JOINT AND CRACK FILLER,
HOT POURED, EXTRA LOW MODULUS,
EXISTING CRACK WIDTH VARIES
HORIZONTAL SURFACES.
BITUMINOUS TACK COAT ON ALL
DEPTH OF BITUMINOUS. APPLY
AND CRACKS PER MNDOT 2231. FULL
PROVIDE A MIXTURE FOR JOINTS
/2
L O
C K D
A M
A
M
IS
S
IS
S
IP
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A R
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F E
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A N
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B
T O
M S
U L L
Y
C R
M
C R
M
D E
T A
IL
S
C-501
L D
A
P R
C -5 d g n
D5
TYPE 1 - CRACK
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
G C
W
NOT TO SCALE
NOT TO SCALE
D3
TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
:NOTE
TO PLACING CRACK FILLER.
2. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
WHERE SETTLEMENT HAS OCCURED BY THE CRACK.
1. FOR USE ON CRACKS WIDER THAN 3/4" OR WHERE
NOTE:
F O
U N
T A
IN
C
IT
Y
W I
W E
S -1
-B -0
/0
/3
L
O C
K D
A M
A P
A V
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E N
T R
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A B
IL
IT
A T
IO
N
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V A
T
IO
N D
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IC
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C O
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D
IN
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IN
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S
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E -U .S S
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T
.9
N A
D
N A
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8 1
B
S O
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IO
N N
O
F
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D W
N B
Y
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D B
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S
IG
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D B
Y
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IO
N
D
2 3
C
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A
B
M A
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F
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N
C O
N T
R A
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O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
/2
L O
C K D
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A
M
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IS
S
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C-502
L D
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G C
W
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C T P
H O
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NOT TO SCALE
A2
TYPE 2 CRACK
NOT TO SCALE
A1
CONCRETE JOINTS
NOT TO SCALE
A3
CURB AND GUTTER JOINT
F O
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T A
IN
C
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W I
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N
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D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
"LWALLP8" LD8
"IWALLP8" LD8
.T .S
A N
S I
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W E
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-B
G
/2
L O
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L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
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NORTH DAKOTA
MINNESOTA
WISCONSIN
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T H E
N O R T H
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UPPER
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LAKE
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LAKE
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GRAND RAPIDS
LEECH
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MADISON
PORTAGE
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IP
P E W A
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CITY
VALLEY
NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
N
M
IS
S
IS
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IP
P I
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PROJECT
DAM 8
LOCK AND
WISCONSIN
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G-002
F L
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DETAILS
STRIPING PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY MAP AND DRAWING INDEX
COVER SHEET
LD6PR_C-501---.DGN
LD6PR_C-103---.DGN
LD6PR_C-102---.DGN
LD6PR_C-101---.DGN
LD6PR_G-002---.DGN
LD6PR_G-001---.DGN
C-501
C-103
C-102
C-101
G-002
G-001
T O
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U L L
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L O
C K A
N D D
A M P
A V
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N
TO BM GENOA N GPS
TO BM S 123
LEGEND
MAX
MIN
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
UNLESS NOTED OTHERWISE
APPROXIMATE
BITUMINOUS
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
C/L
C&G
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
SPECIFICATIONS
APPROX
BITUM
CENTER LINE
CJ
CONC
DIA
EJ
EL
HT
MISC
SPEC
UNO
WIDTHW
LN.FT. LINEAL FOOT
* UNLESS OTHERWISE NOTED ON EACH SHEET
400'0 200'
1" =200'
A
SCALE:
LOCK & DAM 8
VICINITY MAP
S O
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N N
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O
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
EXISTING MANHOLE STRUCTURES
135'
.5
192.5'
S O
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IT
A T
IO
N N
O
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®of Engineers
US Army Corps of Engineers
US Army Corps
A N
S I
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-B
P J
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IN
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A C
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100'0 50'
MISSISSIPPI RIVER
FLOW
LEGEND
GENERAL NOTES
SHEET KEY NOTES
GREAT RIVER ROAD
L D
P
R
C -1
X X
X .d g n
T O
M S
U L L
Y
/0
/3
L
O C
K A
N D D
A M P
A V
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E N
T R
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A B
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IT
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N
N
= MILL EXISTING 2" WEARING COURSE
= REMOVE EXISTING 4" BITUMINOUS
1" =50'
B1
SCALE:
LOCK AND DAM 8
DEMOLITION PLAN
3. MILL AS SHOWN ON DETAIL D1/C-501.
ON C-501.
BELOW PAVEMENT FAILURE. SEE PHOTOS A4 AND B4
2. REMOVE PAVEMENT, SUBGRADE, AND FILL MATERIAL
REPLACEMENT) AS SHOWN ON DETAIL B1/C-501.
1. REMOVE 4" BITUMINOUS PAVEMENT (FULL DEPTH
REMOVAL LIMITS.
5. ALL PAVEMENTS SHALL BE SAWCUT AT PAVEMENT
STARTING WORK.
COORDINATION WITH THE RAILROAD PRIOR TO
4. CONTRACTOR SHALL PERFORM ALL NECESSARY
INLETS.
3. PROTECT ALL EXISTING STORM SEWER CATCH BASIN
UNLESS INDICATED FOR REMOVAL.
2. PROTECT ALL EXISTING CONCRETE CURB AND GUTTER
REPAIR AREAS EXCEPT WHERE NOTED.
WORK IS NOT TO EXCEED OUTSIDE OF THE PAVEMENT
PERSONNEL PARKING AND STAGING AREAS, IF NEEDED.
TO COORDINATE WITH CONTRACTING OFFICER FOR
WORK AREAS SHOWN ON THE DRAWINGS. CONTRACTOR
INCLUDING STAGING AND STORAGE, TO WITHIN THE
49.5'
.6
.5
89'
EXISTING MANHOLE STRUCTURES
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
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IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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US Army Corps of Engineers
US Army Corps
A N
S I
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-B
M
P J
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X X
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A
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C O
M B
IN
E D F
A C
T O
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C F
G E
FLOW
GENERAL NOTES
SHEET KEY NOTES
REPAIR
= BITUMINOUS SEAL COAT AND CRACK
= CRACK REPAIR
2" BITUMINOUS NON-WEAR COURSE
TACK COAT
2" BITUMINOUS WEAR COURSE
= 4" BITUMINOUS PAVING SECTION:
GREAT RIVER ROAD
T O
M S
U L L
Y
/0
/3
L
O C
K A
N D D
A M P
A V
E M
E N
T R
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A B
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A T
IO
N
TACK COAT
= OVERLAY 2" WEARING COURSE
N
1" =50'
B1
SCALE:
LOCK AND DAM 8
SITE PLAN
WHERE NOTED.
EXCEED OUTSIDE OF THE PAVEMENT REPAIR AREAS EXCEPT
PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO
COORDINATE WITH CONTRACTING OFFICER FOR PERSONNEL
AREAS SHOWN ON THE DRAWINGS. CONTRACTOR TO
INCLUDING STAGING AND STORAGE, TO WITHIN THE WORK
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
AREA SHOWN IN KEYNOTE 1.
BITUMINOUS PAVEMENT (A1/C-501) IN CONJUNCTION WITH
8. REMOVE CONCRETE PAVEMENT, THEN REPLACE WITH
C3/C-501 AND D3/C-501.
7. CLEAN AND REPAIR CRACKS AS SHOWN ON DETAILS
C-501.
VALVE STEM TO MATCH NEW GRADE. SEE PHOTO A5 ON
OVERLAY. GRADE TO DRAIN AWAY FROM VALVES, ADJUST
6. FULL DEPTH PAVEMENT PATCH AT VALVES PRIOR TO 2"
CONCRETE FROM MANHOLE/VAULT STRUCTURES (2).
OVERLAY TO DRAIN, AND TO MATCH EDGES OF EXISTING
5. 2" OVERLAY AS SHOWN ON DETAIL C1/C-501. GRADE
C3/C-501 AND D3/C-501, THEN APPLY SEAL COAT.
4. CLEAN AND REPAIR CRACKS AS SHOWN ON DETAILS
SEE PHOTOS B4 AND A4 ON C-501.
DRAIN. PLACE GEOTEXTILE AND NEW RIPRAP ON SLOPE.
BELOW PAVEMENT FAILURE. COMPACT AND GRADE TO
3. REPLACE PAVEMENT, SUBGRADE, AND FILL MATERIAL
2. CLEAN AND RE-SEAL SIDEWALK JOINTS.
AGGREGATE SHOULDER (A1/C-501).
FROM PAVEMENT EDGE TO ALLOW PLACEMENT OF
SLOPE OF 1V:200H. WORK LIMITS TO BE EXTENDED OUT
TRANSITION TO ADJACENT PAVEMENT AT A MAXIMUM
REPLACEMENT) AS SHOWN ON DETAIL A1/C-501. PLACE
1. REPLACE 4" BITUMINOUS PAVEMENT (FULL DEPTH
10' X 19'
5 STALLS
10' X 19'
9 STALLS
10' X 19'
6 STALLS
EA. SI
DE
' X
S
T A
L L S
11' X 19'
STALLS
(2) ACCESSIBLE
5' X 19'
ACCESS AISLE
M
IN
PAINTED YELLOW
ACCESSIBILITY SYMBOL
INTERNATIONAL SYMBOL OF
' X
S
T A
L
' X 9'
STALL
S
S O
L
IC
IT
A T
IO
N N
O
F
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E N
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E
D W
N B
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C K
D B
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®of Engineers
US Army Corps of Engineers
US Army Corps
A N
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T E
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T A
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C O
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IN
E D F
A C
T O
R
C F
G E
FLOW
GREAT RIVER ROAD
T O
M S
U L L
Y
/0
/3
S T
R
IP
IN
G P
L A
N
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
N
GENERAL NOTES
1" =50'
B1
SCALE:
LOCK AND DAM 8
PAVEMENT MARKINGS PLAN
NOT TO SCALE
A5
HANDICAP SYMBOL
ACCESSIBLE LOADING/UNLOADING AISLE - 5' WIDE X 19' LONG
ACCESSIBLE SPACE-11'WIDE X 19' LONG
STANDARD SPACE - 10' WIDE X 19' LONG
3. PARKING SPACE DIMENSIONS ARE AS FOLLOWS:
PAINTED STRIPE, 19' LENGTH
STALLS TO BE PAINTED WITH A 4" WIDE, YELLOW
2. RESTRIPE ALL PARKING AREAS AS SHOWN. PARKING
ANGLES TO STALL. SEE DETAIL A5.
YELLOW PAINTED STRIPE 18" ON CENTER AND AT 45 DEGREE
ACCESS AISLES TO BE PAINTED WITH A 4" WIDE, 18' LONG,
PARKING STALL. CENTER SYMBOL IN STALL. ACCESSIBLE
CHAIR SYMBOL AT EACH DESIGNATED ACCESSIBLE
1. (2) HANDICAP SYMBOLS - PROVIDE YELLOW PAINTED WHEEL
REPAIR AREAS EXCEPT WHERE NOTED.
WORK IS NOT TO EXCEED OUTSIDE OF THE PAVEMENT
PERSONNEL PARKING AND STAGING AREAS, IF NEEDED.
TO COORDINATE WITH CONTRACTING OFFICER FOR
WORK AREAS SHOWN ON THE DRAWINGS. CONTRACTOR
INCLUDING STAGING AND STORAGE, TO WITHIN THE
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
BITUMINOUS TACK COAT
COURSE MIXTURE
2" - TYPE SPNWB230E NON-WEARING
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
2.0% MIN. 2.0% MIN.
2.0% MIN. 2.0% MIN.
EXISTING CRACK WIDTH VARIES
PER MNDOT 3725, FULL DEPTH OF BITUMINOUS
ELASTIC TYPE JOINT AND CRACK FILLER,
HOT POURED, EXTRA LOW MODULUS,
EXISTING CRACK WIDTH VARIES
HORIZONTAL SURFACES.
BITUMINOUS TACK COAT ON ALL
DEPTH OF BITUMINOUS. APPLY
AND CRACKS PER MNDOT 2231. FULL
PROVIDE A MIXTURE FOR JOINTS
AGGREGATE
CLASS 5 (SURFACING) AGGREGATE
CLASS 5 (SURFACING)
BITUMINOUS REMOVAL
SHAPE AND COMPACT AFTER
EXISTING AGGREGATE BASE
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENTBITUMINOUS TACK COAT
2" COLD MILLING , TYPICAL
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
EDGE
GUTTER OR CONCRETE
EDGE OF CONCRETE
EDGE
GUTTER OR CONCRETE
EDGE OF CONCRETE
AGGREGATE
CLASS 5 (SURFACING)
REMOVE EXISTING 4" BITUMINOUS
AGGREGATE
CLASS 5 (SURFACING)
PAVEMENT SECTION.
BITUMINOUS
SUBGRADE AND 4"
PAVEMENT,REPLACE
REMOVE FAILED
AND RIPRAP ON SLOPE
PLACE GEOTEXTILE
.S
A N
S I
D
W E
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S
C-501
D5
TYPE 1 - CRACK
NOT TO SCALE
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
NOT TO SCALE
NOT TO SCALE
NOT TO SCALENOT TO SCALE
B1
BITUMINOUS PAVEMENT FOR REMOVAL AREA
NOT TO SCALE
NOT TO SCALE
D3
TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
L D
P
R
C -5
X X
X .d g n
T O
M S
U L L
Y
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
:NOTE
TO PLACING CRACK FILLER.
2. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
WHERE SETTLEMENT HAS OCCURED BY THE CRACK.
1. FOR USE ON CRACKS WIDER THAN 3/4" OR WHERE
NOTE:
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
D
W I 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
.9
A
NOT TO SCALENOT TO SCALE
D1
COLD MILLING
NOT TO SCALE
C1
WEARING COURSE OVERLAY
A1
BITUMINOUS PAVEMENT
DRAINAGE PATTERN
MATCH EXISTING
GRADE TO DRAIN
NOT TO SCALE
NOT TO SCALE
A4
PAVEMENT FAILURE 2
B4
PAVEMENT FAILURE 1
NOT TO SCALE
A5
VALVE STEM
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
IO
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
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
IO
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
"715 DOWN" LD9
BM
"D3" LD9
.S
A N
S I
D
W E
S -1
-B
/2
L O
C K D
A M
L Y
N X
V
IL
L E
W I
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
P
R
G -0
X X
X .d g n
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
1" =200'
B1
SCALE:
LOCK & DAM 9
VICINITY MAP
SITE
PROJECT
MINNESOTA
WISCONSIN
DAM 9
LOCK AND
M
IS
S
IS
S
IP
P I R
IV
E R
F L
O W
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
AS-BUILT
T O L
Y N
X V
IL
LE
/0
/3
P J
M
P J
M
A N
D D
R A
W
IN
G I
N D
E X
V
IC
IN
IT
Y M
A P L
O C
A T
IO
N M
A P
G-002
N A
D
W I 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
.9
B
C-501
C-103
C-102
C-101
G-002
G-001
LD6PR_C-501---.DGN
LD6PR_C-103---.DGN
LD6PR_C-102---.DGN
LD6PR_C-101---.DGN
LD6PR_G-002---.DGN
LD6PR_G-001---.DGN
T O
M S
U L L
Y
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
TO BM LYNXVILLE GPS
TO BM Q 122
DETAILS
PAVEMENT MARKINGS PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY MAP LOCATION MAP AND DRAWING INDEX
COVER SHEET
LEGEND
MAX
MIN
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
TYPICAL
UNLESS NOTED OTHERWISE
APPROXIMATE
BITUMINOUS
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
C/L
C&G
EXPANSION JOINT
ELEVATION
DRAWINGDWG
HEIGHT
SPECIFICATIONS
APPROX
BITUM
CENTER LINE
CJ
CONC
DIA
EJ
EL
HT
MISC
SPEC
UNO
WIDTHW
LN.FT. LINEAL FOOT
* UNLESS OTHERWISE NOTED ON EACH SHEET
400'0 200'
85.5'
86.5'
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
IO
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
E
S -1
-B
/2
L O
C K D
A M
L Y
N X
V
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L E
W I
M
IS
S
IS
S
IP
P I
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IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
P
R
C -1
X X
X .d g n
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
S I
D
/0
/3
P J
M
P J
M
D E
M O
L
IT
IO
N P
L A
N
C-101
N A
D
W I 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
.9
B
GENERAL NOTES SHEET KEY NOTES
T
M S
U L L
Y
N
160'0 80'
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
= MILL EXISTING 2" WEARING COURSE
1" =80'
B1
SCALE:
LOCK AND DAM 9
DEMOLITION PLAN
SEE PHOTO A5 ON C-501.
MARKER. (FULL DEPTH) AS SHOWN ON DETAIL D1/C-501. ALSO
4. REMOVE 4" BITUMINOUS PAVEMENT AROUND SURVEY
SEE PHOTO B4 ON C-501.
DRAIN (FULL DEPTH) AS SHOWN ON DETAIL D1/C-501. ALSO
3. REMOVE 4" BITUMINOUS PAVEMENT AROUND TRENCH
SEE PHOTO A4 ON C-501.
TO ALLOW TOP OF CLEANOUT TO BE ADJUSTED UP.
2. REMOVE PAVEMENT AROUND CAST IRON CLEANOUT
1. MILL AS SHOWN ON DETAIL A1/C-501.
4. ALL PAVEMENTS SHALL BE SAWCUT AT PAVEMENT REMOVAL LIMITS.
3. PROTECT ALL EXISTING STORM SEWER CATCH BASIN INLETS.
REMOVAL.
2. PROTECT ALL EXISTING CONCRETE CURB AND GUTTER UNLESS INDICATED FOR
OF THE PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO EXCEED OUTSIDE
CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER FOR PERSONNEL
STORAGE, TO WITHIN THE WORK AREAS SHOWN ON THE DRAWINGS.
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS, INCLUDING STAGING AND
60'
.5
72'
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
IO
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
A N
S I
D
W E
S -1
-B
M
P J
M
G
IT
E P
L A
/2
L O
C K D
A M
L Y
N X
V
IL
L E
W I
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
W I 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
.9
B
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
GENERAL NOTES
= CRACK REPAIR
L D
P
R
C -1
X X
X .d g n
M S
U L L
Y
/0
/3
REPAIR
= BITUMINOUS SEAL COAT AND CRACK
2" BITUMINOUS NON-WEAR COURSE,
TACK COAT
2" BITUMINOUS WEAR COURSE
= 4" BITUMINOUS PAVING SECTION:
TACK COAT
= OVERLAY 2" WEARING COURSE
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
1" =80'
B1
SCALE:
LOCK AND DAM 9
SITE PLAN
EXISTING.
D3/C-501, THEN SEAL COAT. REPAINT PARKING STALLS TO MATCH
2. CLEAN AND SEAL CRACKS AS SHOWN ON DETAILS C3/C-501 AND
VISITOR PARKING LOT.
1. CLEAN AND RE-SEAL CURB AND GUTTER JOINTS FOR ENTIRE
AND D3/C-501, THEN APPLY SEAL COAT.
9. CLEAN AND SEAL CRACKS AS SHOWN ON DETAILS C3/C-501
TO REMAIN, AND BE PROTECTED. SEE PHOTO A5 ON C-501.
COMPLETED PRIOR TO ADJACENT SEAL COAT. SURVEY MARKER
8. FULL DEPTH PAVEMENT PATCH AT SURVEY MARKER TO BE
D3/C-501.
7. CLEAN AND SEAL CRACKS AS SHOWN DETAILS C3/C-501 AND
CHIP SEAL. SEE PHOTO B4 ON C-501.
TRENCH DRAIN IN CONJUNCTION WITH SURROUNDING
6. FULL DEPTH PAVEMENT PATCH. GRADE TO DRAIN TO
5. CLEAN AND RE-SEAL JOINTS IN CONCRETE SIDEWALK.
DRAIN AWAY FROM TOP OF CLEAN OUT, SEE PHOTO A4 ON C-501.
4. ADJUST TOP OF CLEAN OUT UP, GRADE PAVEMENT PATCH TO
TO DRAIN.
3. 2" OVERLAY AS SHOWN ON DETAIL C1/C-501. GRADE OVERLAY
WORK.
NECESSARY WITH THE RAILROAD PRIOR TO STARTING
2. CONTRACTOR SHALL PERFORM ALL COORDINATION
OF THE PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO EXCEED OUTSIDE
CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER FOR PERSONNEL
STORAGE, TO WITHIN THE WORK AREAS SHOWN ON THE DRAWINGS.
160'0 80'
5' X 18'
AISLE
ACCESS
14' X 18'
AISLE
ACCESS
9' X 18'
STALLS
(4) ACCESSIBLE
5' X 18'
AISLES
(4) ACCESS
9'X18'
10 STALLS
9'X18'
7 STALLS
9'X18'
5 STALLS
9'X 18'
4 S T A
LLS
11' X 18'
STALLS
(1) ACCESSIBLE
EACH SIDE
9'X18'
8 STALLS
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
IO
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
A N
S I
D
W E
S -1
-B
M
P J
M
G
P
R
C -1
X X
X .d g n
/3
/2
L O
C K D
A M
L Y
N X
V
IL
L E
W I
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
D
W I 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
.9
B
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
M S
U L L
Y
/0
/3
S T
R
IP
IN
G P
L A
N
N
160'0 80'
GENERAL NOTES SHEET KEY NOTES
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
1" =80'
B1
SCALE:
LOCK AND DAM 9
PAVEMENT MARKINGS PLAN
= HANDICAPPED SPACE
LEGEND
14' WIDE X 18' LONG
OR
ACCESSIBLE LOADING/UNLOADING AISLE - 5' WIDE X 18' LONG
9' WIDE X 18' LONG
OR
ACCESSIBLE SPACE - 11' WIDE X 18' LONG
STANDARD SPACE - 9' WIDE X 18' LONG
3. PARKING SPACE DIMENSIONS ARE AS FOLLOWS AS SHOWN ON PLANS:
18' LENGTH .
TO BE PAINTED WITH A 4" WIDE, YELLOW PAINTED STRIPE,
2. RESTRIPE ALL PARKING STALLS AS SHOWN. PARKING STALLS
ANGLES TO STALL. SEE DETAIL A3/C-501.
YELLOW PAINTED STRIPE 18" ON CENTER AND AT 45 DEGREE
ACCESS AISLES TO BE PAINTED WITH A 4" WIDE, 18' LONG,
PARKING STALL. CENTER SYMBOL IN STALL. ACCESSIBLE
CHAIR SYMBOL AT EACH DESIGNATED ACCESSIBLE
1. (5) HANDICAP SYMBOLS - PROVIDE YELLOW PAINTED WHEEL
EXCEED OUTSIDE OF THE PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
PERSONNEL PARKING AND STAGING AREAS, IF NEEDED. WORK IS NOT TO
CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER FOR
STORAGE, TO WITHIN THE WORK AREAS SHOWN ON THE DRAWINGS.
ELASTIC TYPE JOINT AND CRACK FILLER,
HOT POURED, EXTRA LOW MODULUS,
EXISTING CRACK WIDTH VARIES
HORIZONTAL SURFACES.
BITUMINOUS TACK COAT ON ALL
DEPTH OF BITUMINOUS. APPLY
AND CRACKS PER MNDOT 2231. FULL
PROVIDE A MIXTURE FOR JOINTS
OF PATCH
SAWCUT EDGES
OF PATCH
SAWCUT EDGES
REMOVE EXISTING BITUMINOUS
BITUMINOUS VARIES
THICKNESS OF EXISTING
SPWEA240E WEARING COURSE MIXTURE"
PLACE BITUMINOUS PATCH USING "TYPE
COAT JOINT
BITUMINOUS TACK
COAT JOINT
BITUMINOUS TACK
2.0% MIN. 2.0% MIN.
BITUMINOUS REMOVAL
SHAPE AND COMPACT AFTER
EXISTING AGGREGATE BASE
TACK COAT TO CUT EDGES.
PAVEMENT AND CURBING. ADD
SAWCUT EDGES TO EXISTING
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENTBITUMINOUS TACK COAT
2" COLD MILLING , TYPICAL
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
EDGE
GUTTER OR CONCRETE
EDGE OF CONCRETE
EDGE
GUTTER OR CONCRETE
EDGE OF CONCRETE
REMOVE EXISTING 4" BITUMINOUS
M
IN
PAINTED YELLOW
ACCESSIBILITY SYMBOL
INTERNATIONAL SYMBOL OF
E
S -1
-B
/2
L O
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S O
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A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L D
P
R
C -5
X X
X .d g n
D5
TYPE 1 - CRACK
NOT TO SCALE
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
D5
TYPE 1 - CRACK
NOT TO SCALE
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
D5
TYPE 1 - CRACK
NOT TO SCALE
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
N .T .S
A N
S I
D
/0
/3
P J
M
P J
M
D E
T A
IL
S
C-501
N A
D
NOT TO SCALE
NOT TO SCALE
D3
TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
NOT TO SCALE
D1
BITUMINOUS PATCH
2. BITUMINOUS PATCH THICKNESS TO MATCH EXISTING.
1. SHAPE AND COMPACT EXISTING GRAVEL BASE PRIOR TO PLACEMENT OF BITUMINOUS PATCH.
NOTE:
NOT TO SCALE
B1
BITUMINOUS PAVEMENT FOR REMOVAL AREA
T O
M S
U L L
Y
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
:NOTE
TO PLACING CRACK FILLER.
2. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
WHERE SETTLEMENT HAS OCCURED BY THE CRACK.
1. FOR USE ON CRACKS WIDER THAN 3/4" OR WHERE
NOTE:
L O
C K A
N D D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
IO
N
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
C O
M B
IN
E D F
A C
T O
R
C F
G E
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
.9
B
NOT TO SCALENOT TO SCALE
A1
COLD MILLING
NOT TO SCALE
C1
WEARING COURSE OVERLAY
NOT TO SCALENOT TO SCALENOT TO SCALE
NOT TO SCALENOT TO SCALENOT TO SCALE
B4
TRENCH DRAIN
A4
CLEAN OUT
NOT TO SCALENOT TO SCALENOT TO SCALE
A5
SURVEY MARKER
NOT TO SCALE
A3
HANDICAP SYMBOL
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
IO
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
5+87B LGW
D1 LW
A N
S I
D
W E
S -1
-B
/0
F
P J
M
G
D D
R A
W
IN
G I
N D
E X
V
IC
IN
IT
Y M
A P L
O C
A T
IO
N M
A
G-002
/2
L O
C K D
A M
G U
T T
E N
B U
R G
IA
M
IS
S
IS
S
IP
P…
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