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- Parking Lot Pavement Rehab - Lock & Dam No. 2
- Solicitation number
- W912ES-17-B-0010
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Revised Plan Drawings - Amend 0001
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H A
S T
IN
G S
M N
/2
/2
L O
C K D
A M P
A V
E M
E N
T R
E H
A B
IL
IT
A T
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L O
C K D
A M
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IS
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IS
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A R
M Y C
O R
P S O
F E
N G
IN
E E
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D P
F
D P
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C O
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R S
H E
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G-001
L D
P
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G -0 d g n
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-0010
LOCK & DAM 2
AUGUST 2017
W E
S -1
-B -0
/0
/0
T S
U L L
Y
LOCK AND DAM 2 PAVEMENT REHABILITATION
HASTINGS, MN
MISSISSIPPI RIVER
P J
M A
M E
N D
M E
N T
-0
-2
S O
L
IC
IT
A T
IO
N N
O
F
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D B
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2 3
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4 5
A
B
M A
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C A
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D A
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C O
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
LOCK AND DAM NO.2
S T
IN
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P S O
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L D
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G -0 d g n
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
N
NOT TO SCALE
D P
F
D P
F
N P
G
G-002
W E
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/0
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DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
AS-BUILT
SITE
PROJECT
M
IS
S
IS
S
IP
P I R
IV
E R
T .S
U L L
Y
V
IC
IN
IT
Y M
A P A
N D D
R A
W
IN
G I
N D
E X
L E
V A
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IO
N D
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O N
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C O
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IN
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T E
M
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O N
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O L
C O
M B
IN
E D F
A C
T O
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C F
G E
O
LD2PR_C-501---.DGN
LD2PR_C-103---.DGN
LD2PR_C-102---.DGN
LD2PR_C-101---.DGN
LD2PR_G-002---.DGN
LD2PR_G-001---.DGN
C-501
C-103
C-102
C-101
G-002
G-001
XXX
XXX
XXX
XXX
XXX
XXX
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
8 1
B
DETAILS
PARKING PAVEMENT MARKINGS
PARKING PAVEMENT MARKINGS
SITE MAP
VICINITY MAP AND DRAWING INDEX
COVER SHEET AND SIGNATURE BLOCK
0 500' 1000' 1" =500'
A
SCALE:
LOCK AND DAM 2
VICINITY MAP
.9
P J
M A
M E
N D
M E
N T
-0
-2
F L
O W
REBECCA
LAKE
N
IN
IN
G
ER
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D
P L E
A S
A N
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R
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G S R
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®of Engineers
US Army Corps of Engineers
US Army Corps
EXISTING GATES
SHEET C-501
SEE DETAIL A1,
3' X 6' AND 1' X 5'.
APPROXIMATELY
IN TWO AREAS.
REPAIR BITUMINOUS
SEE DETAIL A1, SHEET C-501
APPROXIMATELY 10' X 20'.
REPAIR BITUMINOUS
SHEET C-501
INSTALL PER DETAIL C1,
APPROXIMATELY 12' x 25'.
COURSE AT SETTLEMENT
PROVIDE BITUMINOUS LEVELING
SEE DETAILS IN SPECIFICATIONS.
(PERPENDICULAR ORIENTATION).
PROVIDE PEDESTRIAN CURB RAMP
(SE CORNER OF LOT)
SLOPE TO DRAIN TO CATCH BASIN
OF PAVEMENT.
AND MATCH EXISTING FEATURES AT EDGE
TO RETAIN EXISTING DRAINAGE PATTERNS
COURSE. PAVEMENT SHALL BE SHAPED
ASPHALT PAVEMENT WEARING
PROVIDE A MINIMUM OF 2-1/2" PLANT MIXED
RESHAPE AGGREGATE AND
(COLD MILLING NOT REQUIRED)
TO DOORS (AS SHOWN)
AROUND THE BUILDING AND UP
REMOVE EXISTING BITUMINOUS
RESHAPE AND COMPACT.
(SURFACING) AGGREGATE,
BOX TO REMAIN. ADD CLASS 1
ASPHALT UNDER CONEX
CONCRETE SLAB AND
MILLING NOT REQUIRED)
BITUMINOUS. (COLD
REMOVE EXISTING
S T
IN
G S
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C-101
L D
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N
0 100' 200'
M
IS
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A P
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A C
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C F
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P C
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E -U .S S
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T
N A
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8 1
B
1" = 100'
A
SCALE:
LOCK AND DAM 2
SITE MAP
.9
LEGEND
= REPAIR BITUMINOUS
(SURFACING) AGGREGATE.
AND PLACEMENT OF CLASS 1
= BITUMINOUS PAVEMENT REMOVAL
COURSE.
ASPHALT PAVEMENT WEARING
PAVEMENT AND 2" PLANT MIXED
= 2" COLD MILLING OF BITUMINOUS
REPAIR.
= BITUMINOUS SEAL COAT AND CRACK
NOTES
WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN THE
THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
P J
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®of Engineers
US Army Corps of Engineers
US Army Corps
AS SHOWN
AND 2 HANDICAP ACCESSIBLE SPACES
PROVIDE 8 STANDARD PARKING SPACES,
PROVIDE 18 STANDARD PARKING SPACES.
LOADING/UNLOADING
PROVIDE HANDICAP ACCESSIBLE
S O
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/2
L
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T .S
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8 1
B
40'10'0 20'
LEGEND
= HANDICAPPED SPACE
1" = 20'
SCALE:
LOCK AND DAM 2
PARKING PAVEMENT MARKINGS ON MAIN PARKING LOT
.9
GENERAL NOTES
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
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-0
-2
PARKING SPACES
PROVIDE 13 STANDARD
S O
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US Army Corps
/2
C K D
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8 1
B
1" = 20'
A
SCALE:
LOCK AND DAM 2
PARKING PAVEMENT MARKINGS ON CENTRAL CONTROL STATION PARKING LOT
.9
LEGEND
= HANDICAPPED SPACE
GENERAL NOTES
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
-2
COURSE MIXTURE
2" - TYPE SPWEA240E WEARING
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENTBITUMINOUS TACK COAT
OR FACE OF CURB
FACE OF BITUMINOUS
OR FACE OF CURB
FACE OF BITUMINOUS
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,
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
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
/0
/0
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D1
COLD MILLING
NOT TO SCALE
NOT TO SCALE
C1
WEARING COURSE
NOT TO SCALE
NOT TO SCALE
D3
TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
D5
TYPE 1 - CRACK
T S
U L L
Y
P J
M
C-501
NOT TO SCALE
A1
BITUMINOUS PATCH
2. BITUMINOUS PATCH THICKNESS TO MATCH EXISTING.
1. SHAPE AND COMPACT EXISTING GRAVEL BASE PRIOR TO PLACEMENT OF BITUMINOUS PATCH.
NOTE:
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
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
A5
EXISTING CURB CUT
P J
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
File details come from the government source that posted it. Updated .