W912ES-17-B-0010_Plans_HalfSize.pdf
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- Attached to
- Parking Lot Pavement Rehab - Lock & Dam No. 2
- Solicitation number
- W912ES-17-B-0010
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Solicitation W912ES-17-B-0010 - Half Size Plans
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Other files
| File | Type | Posted |
|---|---|---|
| W912ES-17-B-0010_Bid_Abstract_SIGNED.pdf | ||
| LD2PR_HalfSize.pdf | ||
| W912ES-17-B-0010-0001_Amendment_1.pdf | ||
| W912ES-17-B-0010_Plans_FullSize.pdf | ||
| W912ES-17-B-0010_Specs.pdf |
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H A
S T
IN
G S
M N
/1
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L O
C K D
A M P
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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
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DEVIL'S
LAKE
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ST.CLOUD
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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
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CITY
VALLEY
N
NOT TO SCALE
D P
F
D P
F
N P
G
G-002
W E
S -1
-B -0
/0
/0
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
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T .S
U L L
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V
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N D
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T A
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C F
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ID
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
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N A
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M N S
P C
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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
F L
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40'10'0 20'
LEGEND
= HANDICAPPED SPACE
1" = 20'
SCALE:
LOCK AND DAM 2
PARKING PAVEMENT MARKINGS ON MAIN PARKING LOT
.9
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PARKING PAVEMENT MARKINGS ON CENTRAL CONTROL STATION PARKING LOT
.9
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
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TYPE 1 - CRACK REPAIR (< 3/4 INCH)
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
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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
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®of Engineers
US Army Corps of Engineers
US Army Corps
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