A22_17-B-0012_Revised_Drawings_Amend_0001_LD6PR_HalfSize.pdf
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- Parking Lot Pavement Rehab - Lock & Dam No. 6
- Solicitation number
- W912ES-17-B-0012
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Revised plan drawings for Amendment 0001
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CONTRACT:
of Engineers
US Army Corps of Engineers
US Army Corps
APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
PROJECT MANAGER
EC-H
EC-G
SOLICITATION: W912ES-17-B-0012
AUGUST 2017
W E
S -1
-B -0
/0
/0
T S
U L L
Y
LOCK AND DAM 6
LOCK AND DAM 6 PAVEMENT REHABILITATION
TREMPEALEAU, WI
MISSISSIPPI RIVER
P J
M A
M E
N D
M E
N T
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ID
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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
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
TREMPEALEAU
SITE
PROJECT
WISCONSIN
F
LO
W
M
IS
S
IS
S
IP
P I R
IV
E R
DAM 6
LOCK AND
W E
S -1
-B -0
/0
/0
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
AS-BUILT
T S
U L L
Y
1" =300'
A
SCALE:
LOCK & DAM 6
VICINITY MAP
V
IC
IN
IT
Y M
A P A
N D D
R A
W
IN
G I
N D
E X
N
LD6PR_C-502---.DGN
LD6PR_C-501---.DGN
LD6PR_C-102---.DGN
LD6PR_C-101---.DGN
LD6PR_G-002---.DGN
LD6PR_G-001---.DGN
PROJECT PHOTOS
DETAILS
PARKING PAVEMENT MARKINGS
SITE MAP
VICINITY MAP AND DRAWING INDEX
COVER SHEET
C-502
C-501
C-102
C-101
G-002
G-001
XX
XX
XX
XX
XX
XX
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
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
8 1
B
600'0 300'
P J
M A
M E
N D
M E
N T
-0
-0
.9
REMOVE BITUMINOUS
EXISTING BIKE TRAIL
EXISTING BIKE TRAIL
EXISTING BIKE TRAIL
ENTRANCE ROAD
SHEET C-501
SEE DETAIL D1,
END OF PAVING
SHEET C-501
SEE DETAIL D1,
END OF PAVING
TRAIL STRIPING
BEGIN BIKE
SAND PLACEMENT SITE
TEMPORARY DREDGED
SOD AREA
"YIELD" SIGN
PROVIDE R1-2
"YIELD" SIGN
PROVIDE R1-2
"YIELD" SIGN
PROVIDE R1-2
"YIELD" SIGN
PROVIDE R1-2
250'
CROSSING" SIGN
"BIKE/PEDESTRIAN
PROVIDE W11-15
CROSSING" SIGN
"BIKE/PEDESTRIAN
PROVIDE W11-15
SEE DETAIL D7.
NEW ROAD GRADE (TYP AT ALL CROSSINGS)
TRANSITION BIKE TRAIL TO MATCH
S O
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F L O
W
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1" = 100'
A
SCALE:
LOCK AND DAM 6
SITE MAP
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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Y S
T E
M
H O
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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
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
8 1
B
200'0 100'
S O
D A
R E
A
S O
D A
R E
A
S O
D A
R E A
S O
D A
R E A
LEGEND
= REMOVE BITUMINOUS
REPAIR.
= BITUMINOUS F0G SEAL AND CRACK
OR 4" BITUMINOUS PAVEMENT.
= 4" BITUMINOUS OVERLAY
REPAIR.
= BITUMINOUS SEAL COAT AND CRACK
.9
GENERAL NOTES
P J
M A
M E
N D
M E
N T
-0
-0
SHOWN.
TRAFFICKED ROADS AND BIKE PATH, AND AS
SIGNS JUST PRIOR TO ALL INTERSECTIONS OF
3. PROVIDE W11-15 "BIKE/PEDESTRIAN CROSSING"
WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN THE
2. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
IS TO BE 4 INCHES WIDE.
GAPS BETWEEN STRIPES. PARKING AREA STRIPING
YELLOW, 3 INCHES WIDE, 4 FEET LONG WITH 6 FOOT
PER STRIPING PLAN. BIKE TRAIL STRIPES TO BE
1. RESTRIPE ALL PARKING AREAS AND BIKE TRAIL
1 1
EXISTING BOLLARDS
EXISTING
ARROWS TO MATCH
REPAINT DIRECTIONAL
PROVIDE 8 STANDARD PARKING SPACES
AS SHOWN.
AND 2 HANDICAP ACCESSIBLE SPACES
PROVIDE 5 STANDARD PARKING SPACES,
AS SHOWN.
AND 2 HANDICAP ACCESSIBLE SPACES
PROVIDE 2 STANDARD PARKING SPACES,
PROVIDE 9 TRUCK PARKING SPACES
PROVIDE 2 TRUCK PARKING SPACES
PROVIDE 2 STANDARD PARKING SPACES
PROVIDE 7 STANDARD PARKING SPACES
PARKING SPACES
PROVIDE 7 STANDARD
S O
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D B
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C -1 d g n
E L E
V A
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N D
A T
U M
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R T
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A L C
O N
T R
O L
C O
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D
IN
A T
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Y S
T E
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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" = 20'
A
SCALE:
LOCK AND DAM 2
PARKING PAVEMENT MARKINGS ON MAIN AND LOWER GUIDEWALL PARKING LOTS
W E
S -1
-B -0
T S
U L L
Y
/0
/0
P A
R K
IN
G P
A V
E M
E N
T M
A R
K
IN
G S
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
8 1
B
40'10'0 20' 40'10'0 20'
LEGEND
= HANDICAPPED SPACE
1" = 20'
B
SCALE:
LOCK AND DAM 2
CONTROL STATION PARKING LOT
PARKING PAVEMENT MARKINGS ON CENTRAL
.9
GENERAL NOTES
TRUCK PARKING - 13.5' WIDE X 50' LONG
ACCESSIBLE LOADING/UNLOADING - 5' WIDE X 16.5' LONG
STANDARD SPACE - 9' WIDE X 16.5' LONG
2. PARKING SPACE DIMENSIONS ARE AS FOLLOWS:
AREA STRIPING IS TO BE 4 INCHES WIDE.
1. RESTRIPE ALL PARKING AREAS AS SHOWN. PARKING
P J
M A
M E
N D
M E
N T
-0
-0
EXISTING CRACK WIDTH VARIES
PER MNDOT 3725, FULL DEPTH OF BITUMINOUS
ELASTIC TYPE JOINT AND CRACK FILLER,
HOT POURED, EXTRA LOW MODULUS,
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
BITUMINOUS TACK COAT
COURSE MIXTURE
2" - TYPE SPNWB230E NON-WEARING COURSE MIXTURE
2" - TYPE SPWEA240E WEARINGAGGREGATE
CLASS 1 (SURFACING)
AGGREGATE
CLASS 1 (SURFACING)
HORIZONTAL SURFACES.
BITUMINOUS TACK COAT ON ALL
DEPTH OF BITUMINOUS. APPLY
AND CRACKS PER MNDOT 2231. FULL
PROVIDE A MIXTURE FOR JOINTS
EXISTING CRACK WIDTH VARIES
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
AS SHOWN
TAPER BITUMINOUS
TACK COAT
BITUMINOUS
2" COLD MILLING, TAPERED
2.0% MIN. 2.0% MIN.
BITUMINOUS TACK COAT
COURSE MIXTURE
2" - TYPE SPNWB230E NON-WEARING COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
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
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
TACK COAT
BITUMINOUS
2" COLD MILLING, TAPERED
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
AS SHOWN
TAPER BITUMINOUS
TACK COAT
BITUMINOUS
2" COLD MILLING, TAPERED
ENTRANCE ROAD EXISTING BIKE TRAIL
OR 4" BITUMINOUS PAVEMENT
4" BITUMINOUS OVERLAY
E M
P E
A L E
A U
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P S O
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IN
E E
R S
L D
P
R
C -5 d g n
N P
G
N P
G
D E
T A
IL
S
NOT TO SCALE
D3
TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
D5
TYPE 1 - CRACK
NOT TO SCALE
A2
BITUMINOUS OVERLAY
NOT TO SCALE
T S
U L L
Y
P J
M
C-501
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
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
D1
NOT TO SCALE
END OF PAVING DETAIL
8 FEET 8 FEET
2 INCHES
NON-WEARING COURSE MIXTURE
MINIMUM 2" - TYPE SPNWB230E
NOT TO SCALE
B2
BITUMINOUS PAVEMENT FOR REMOVAL AREA
1. WHERE THERE IS NO AGGREGATE SHOULDER, PLACE TOPSOIL AND 18" WIDE SOD INSTEAD.
NOTE:
D6
NOT TO SCALE
5 FEET
2 INCHES
BITUMINOUS DRIVEWAY/END OF PAVING DETAIL
P J
M A
M E
N D
M E
N T
-0
-0
D7
NOT TO SCALE
BIKE PATH TRANSITION
2 INCHES
7 FEET
MAX SLOPE 1V:20H
S
L
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A T
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N N
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F
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D B
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US Army Corps of Engineers
US Army Corps
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A L E
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A R
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P S O
F E
N G
IN
E E
R S
L D
P
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C -5 d g n
N P
G
N P
G
BIKE TRAIL
CATCHBASIN IN SOUTHWEST PARKING LOT
LARGE CRACK
PROTECT CB
T S
U L L
Y
P J
M
C-502
NOT TO SCALE
MAIN ACCESS ROAD
C1
TYPE 1 - CRACK
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
D1
BIKETRAIL PHOTO
D2
TYPE 2 - CRACK EXAMPLE
C2
USACE PARKING LOT
B1
SOUTHWEST PARKING LOT
P R
O J E
C T P
H O
T O
S
P J
M A
M E
N D
M E
N T
-0
-0
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
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