W912ES20B0022_LD9_PLANS.pdf
PDF 14 MB Posted
- Attached to
- Asphalt Repair at LD8 and LD9
- Solicitation number
- W912ES20B0022
About this file
This document provides details on a federal contract solicitation for asphalt repair work. The U.S. Army Corps of Engineers - St. Paul District is seeking a contractor to perform repairs to asphalt surfaces at Lock & Dam #8 and Lock & Dam #9, including crack repair, seal coating, patching, milling, overlay, replacement, markings, and aggregate work. The estimated value is between $250,000 and $500,000. This is a 100% small business set-aside under NAICS code 237310 for highway, street, and bridge construction firms with average annual receipts less than $39.5 million. The solicitation is an Invitation for Bid requiring bid bonds, and all bidders must register in the System for Award Management prior to bid opening. Questions must be submitted by email to the specified contracting officer by a certain date in advance of bid opening.
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Other files
| File | Type | Posted |
|---|---|---|
| W912ES20B0022 Amendment 0001.pdf | ||
| W912ES20B0022_LD8_PLANS.pdf | ||
| W912ES20B0022_SPECS.pdf |
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Text version
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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
LOCK AND DAM 9
LOCK AND DAM 9 PAVEMENT REHABILITATION
MISSISSIPPI RIVER
LYNXVILLE, WI
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®of Engineers
US Army Corps of Engineers
US Army Corps
Solicitation: W912ES20B0022
W E
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B
AUGUST 2020
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"715 DOWN" LD9
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1" =200'
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SCALE:
LOCK & DAM 9
VICINITY MAP
SITE
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MINNESOTA
WISCONSIN
DAM 9
LOCK AND
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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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SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
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DEVIL'S
LAKE
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O F
T H E
N O R T H
LAKE OF
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UPPER
RED LAKE
LOWER
RED LAKE
LAKE
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LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
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ST.CLOUD
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MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
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LAKE
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GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
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CITY
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NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
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TO BM LYNXVILLE GPS
TO BM Q 122
LEGEND
= 3D PROJECT CONTROL POINT
= 1D PROJECT CONTROL POINT
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'
W E
S
B
C-502
C-501
C-103
C-102
C-101
G-002
G-001
PHOTOS & REPAIRS
DETAILS
PAVEMENT MARKINGS PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY MAP LOCATION MAP AND DRAWING INDEX
COVER SHEET
LD9PR_C-502---.DGN
LD9PR_C-501---.DGN
LD9PR_C-103---.DGN
LD9PR_C-102---.DGN
LD9PR_C-101---.DGN
LD9PR_G-002---.DGN
LD9PR_G-001---.DGN
86.5'
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B
GENERAL NOTES SHEET KEY NOTES
LEGEND
M S
U L L
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N
160'0 80'
L O
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= MILL EXISTING 2" WEARING COURSE
1" =80'
B1
SCALE:
LOCK AND DAM 9
DEMOLITION PLAN W
E
S
B
RAILROAD PRIOR TO STARTING WORK.
5. CONTRACTOR SHALL PERFORM ALL NECESSARY COORDINATION WITH THE
4. ALL PAVEMENTS SHALL BE SAWCUT AT PAVEMENT REMOVAL LIMITS.
TO START OF CONSTRUCTION.
COVERS FOR UNDERGROUND UTILITIES. CONTRACTOR TO LOCATE THEM PRIOR
3. PROTECT ALL EXISTING STORM SEWER CATCH BASIN INLETS, VALVES AND
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
DURING SEAL COATING. SEE PHOTO B4 ON C-501.
4. CONTRACTOR TO PROTECT TRENCH DRAIN FROM DEBRIS
SEAL COAT MATERIALS. SEE PHOTO A5 ON C-501.
DISTURB IN ANY MANNER, INCLUDING COVERING WITH
3. CONTRACTOR TO PROTECT SURVEY MARKER. DO NOT
C-501.
WITH THE CONTRACTING OFFICER. SEE PHOTO A4 ON
CONTACTOR TO COORDINATE THE FINISHED GRADE
1/2 INCH BELOW THE FINISHED PAVEMENT GRADE.
IRON CLEANOUT. ADJUST TOP OF CLEANOUT SO IT IS
2. REMOVE FULL DEPTH OF PAVEMENT AROUND THE CAST
1. 2-INCH MILL AS SHOWN ON DETAIL A1/C-501.
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SHEET KEY NOTES
M S
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REPAIR
= BITUMINOUS SEAL COAT AND CRACK
L O
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N D D
A M P
A V
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1" =80'
B1
SCALE:
LOCK AND DAM 9
SITE PLAN
160'0 80'
W E
S
B
= OVERLAY 2" WEARING AND TACK COAT
5. SEE SHEET C-502 FOR HOLE REPAIRS.
SEE PHOTO A5 ON C-501.
ANY MANNER, INCLUDING COVERING WITH SEAL COAT MATERIALS.
4. CONTRACTOR TO PROTECT SURVEY MARKER. DO NOT DISTURB IN
THE CLEAN OUT, SEE PHOTO A4 ON C-501.
BITUMINOUS WEARING COURSE TO DRAIN AWAY FROM THE TOP OF
PAVEMENT GRADE. PATCH BITUMINOUS BASE COURSE . PLACE
3. ADJUST TOP OF CLEAN OUT SO IT IS 1/2 INCH BELOW THE FINISHED
TO DRAIN.
2. 2" OVERLAY AS SHOWN ON DETAIL C1/C-501. GRADE OVERLAY
D3/C-501, THEN SEAL COAT.
1. CLEAN AND SEAL CRACKS AS SHOWN ON DETAILS C3/C-501 AND
RAILROAD PRIOR TO STARTING WORK.
2. CONTRACTOR SHALL PERFORM ALL COORDINATION NECESSARY WITH THE
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
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'X 18'
4 S T A
LLS
11' X 18'
STALL
(1) ACCESSIBLE
9'X18'
11 STALLS
STOP BAR
PLACE 30' LONG
EACH SIDE
9'X18'
8 STALLS
11.5 'X 20'
4 STALLS @ 30 DEGREES
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160'0 80'
GENERAL NOTES SHEET KEY NOTES
L O
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N D D
A M P
A V
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1" =80'
B1
SCALE:
LOCK AND DAM 9
PAVEMENT MARKINGS PLAN
= HANDICAPPED SPACE
LEGEND
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.
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS, INCLUDING STAGING AND
W E
S
B
MARKINGS" FOR LAYOUT AND SIZE REQUIREMENTS.
SEE SPECIFICATION SECTION 32 17 24.00 10, "PAVEMENT
3. PAINT PAVEMENT MARKINGS AT RAILROAD GRADE CROSSING.
E. ACCESS AISLE - 14' WIDE X 18' LONG
D. ACCESSIBLE LOADING/UNLOADING AISLE - 5' WIDE X 18' LONG
C. ACCESSIBLE STALL - 9' WIDE X 18' LONG
B. ACCESSIBLE STALL - 11' WIDE X 18' LONG
A. STANDARD STALL - 9' WIDE X 18' LONG
PARKING STALL DIMENSIONS ARE AS FOLLOWS OR AS SHOWN ON PLANS:
18' LENGTH .
TO BE PAINTED WITH A 4" WIDE, YELLOW PAINTED STRIPE,
2. RESTRIPE ALL PARKING AREAS 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
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
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
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
PAINTED YELLOW
ACCESSIBILITY SYMBOL
INTERNATIONAL SYMBOL OF
34"
/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
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
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:
T O
M S
U L L
Y
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
W E
S
B
2. CRACK ROUTIING IS NOT REQUIRED.
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
:NOTE
TYPE 1 - CRACK REPAIR (1/4 - 3/4 INCH)
SEE C-101 FOR LOCATION.
SEAL COAT OPERATIONS.
TRENCH DRAIN DURING
PROTECT EXISTING
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
HOLE LOCATION
HOLE LOCATION
P
R
C -5
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
NOT TO SCALENOT TO SCALENOT TO SCALE
C4
NOT TO SCALENOT TO SCALENOT TO SCALE
C3
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
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
W E
S
B
G C
W
/2
/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
R S
N .T .S
A N
S I
D
/0
/3
N P
G
N P
G
P H
O T
O S R
E P
A
IR
S
C-502
N A
D
NOT TO SCALENOT TO SCALENOT TO SCALE
C2
NOT TO SCALENOT TO SCALENOT TO SCALE
A3
NOT TO SCALENOT TO SCALENOT TO SCALE
A2
HOLE #1 LOCATION HOLE #2 LOCATION
HOLE #1 (ENTRANCE ROAD) HOLE #2 (INTERSECTION) HOLE #3 (PARKING LOT)
SHEET KEY NOTES
DAYS PRIOR TO INSTALLING THE SEAL COAT.
OBSERVED. ALLOW THE BITUMINOUS TOO COOL FOR TWO
COMPACT THE BITUMINOUS UNTIL NO SETTLEMENT IS
RAKING OUT THE LARGER STONES AROUND THE EDGES.
BITUMINOUS WEARING COURSE MIXTURE IN THE HOLE
TOP OF ROAD SURFACE ADJACENT TO THE HOLE. PLACE
PLACE TACK COAT ON ALL HOLE SURFACES AND ALONG THE
1. HOLE REPAIR - CLEAN THE HOLE OF ALL LOOSE DEBRIS.
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
| 2020-08-26T09:07:33-0500 | |
| Michael J. Bart, PE |
| 2020-08-24T13:09:53-0500 | |
| SULLY.THOMAS.B.1231345864 |
| 2020-08-24T08:41:17-0500 | |
| BEHLING.CHRISTOPHER.W.1230533535 |
| 2020-08-26T07:35:07-0500 | |
| KNOFF.MICHAEL.R.1231198497 |
| 2020-08-24T06:51:26-0500 | |
| WOLKERSTORFER.WILLIAM.JO.1138642530 |
File details come from the government source that posted it. Updated .