W912ES20B0022_LD8_PLANS.pdf
PDF 18 MB Posted
- Attached to
- Asphalt Repair at LD8 and LD9
- Solicitation number
- W912ES20B0022
About this file
This document provides details for a federal solicitation to make asphalt repairs at two U.S. Army Corps of Engineers lock and dam sites. The solicitation seeks a contractor to perform work including crack repair, seal coating, patching, milling, overlay, replacement, markings, and aggregate installation at Lock and Dam 8 in Genoa, Wisconsin and Lock and Dam 9 in Eastman, Wisconsin. The estimated value of the construction is between $250,000 and $500,000. This is a small business set-aside under NAICS code 237310 for highway, street, and bridge construction firms with average annual receipts less than $39.5 million. Bidders must be registered in the System for Award Management and complete representations and certifications online prior to the bid opening. Questions must be submitted by email to the specified contracting officer at least two business days before the response deadline.
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Other files
| File | Type | Posted |
|---|---|---|
| W912ES20B0022 Amendment 0001.pdf | ||
| W912ES20B0022_LD9_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
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LOCK AND DAM 8
LOCK AND DAM 8 PAVEMENT REHABILITATION
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®of Engineers
US Army Corps of Engineers
US Army Corps
Solicitation: W912ES20B0022
W E
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AUGUST 2020
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INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
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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
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CONCRETE
DIAMETER
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400'0 200'
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A
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LOCK & DAM 8
VICINITY MAP
W E
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B
C-502
C-501
C-103
C-102
C-101
G-002
G-001
LD8PR_C-502---.DGN
LD8PR_C-501---.DGN
LD8PR_C-103---.DGN
LD8PR_C-102---.DGN
LD8PR_C-101---.DGN
LD8PR_G-002---.DGN
LD8PR_G-001---.DGN
PHOTOS & REPAIRS
DETAILS
STRIPING PLAN
SITE PLAN
DEMOLITION PLAN
VICINITY MAP, LOCATION MAP AND DRAWING INDEX
COVER SHEET
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100'0 50'
MISSISSIPPI RIVER
FLOW
LEGEND
GENERAL NOTES
SHEET KEY NOTES
GREAT RIVER ROAD
L D
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= MILL EXISTING 2" WEARING COURSE
= REMOVE EXISTING 4" BITUMINOUS
1" =50'
B1
SCALE:
LOCK AND DAM 8
DEMOLITION PLAN
W E
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B
REMOVAL LIMITS.
5. ALL PAVEMENTS SHALL BE SAWCUT AT PAVEMENT
STARTING WORK.
COORDINATION WITH THE RAILROAD PRIOR TO
4. CONTRACTOR SHALL PERFORM ALL NECESSARY
START OF CONSTRUCTION.
UTILITIES. CONTRACTOR TO LOCATE THEM PRIOR TO
INLETS, VALVES AND COVERS FOR UNDERGROUND
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
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
D5/C-502.
MANHOLE AS SHOWN ON DETAIL D1/C-501. SEE PHOTO
6. 2" MILL 2 FEET AROUND ALL SIDES OF THE EXISTING
FURTHER INFORMATION.
ALLOW FOR ADJUSTMENT. SEE KEY NOTE #6 ON C-102 FOR
TO A DISTANCE OF 6 INCHES AROUND THE TWO VALVES TO
5. CONTRACTOR TO REMOVE PAVEMENT FULL DEPTH AND
4. REMOVE CONCRETE PAVEMENT. THICKNESS IS UNKNOWN.
3. 2" MILL AS SHOWN ON DETAIL D1/C-501.
IN QUESTION.
PHOTOS A4, B4 AND A5 ON C-501 FOR THE TWO AREAS
AND FILL MATERIAL BELOW PAVEMENT FAILURE. SEE
2. REMOVE PAVEMENT AT LEAST 2 FEET WIDE, SUBGRADE,
REPLACEMENT) AS SHOWN ON DETAIL B1/C-501.
1. REMOVE 4" BITUMINOUS PAVEMENT (FULL DEPTH
EXISTING MANHOLE STRUCTURES
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GENERAL NOTES SHEET KEY NOTES
REPAIR
= BITUMINOUS SEAL COAT AND CRACK
GREAT RIVER ROAD
T O
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L
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1" =50'
B1
SCALE:
LOCK AND DAM 8
SITE PLAN
A M
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D M
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T
A M
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D M
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T
W E
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B
2" BITUMINOUS NON-WEAR COURSE
TACK COAT
2" BITUMINOUS WEAR COURSE
= 4" BITUMINOUS PAVING SECTION:
(BITUMINOUS PATH ONLY)
= FOG SEAL AND CRACK REPAIR
& TACK COAT
= OVERLAY 2" WEARING COURSE
SO THAT THE FINAL BITUMINOUS GRADE IS 1/2" ABOVE THEM.
CLEANOUTS AND VALVES DURING COMPACTION OPERATIONS,
5. CONTRACTOR SHALL USE 1/2" PLYWOOD PLATES ON ALL
UTILITIES.
GRADE PROVIDES POSITIVE DRAINAGE AWAY FROM ALL
4. CONTRACTOR SHALL ENSURE THAT THE FINAL BITUMINOUS
CATCHBASINS, ETC..
INCLUDING CLEANOUTS, VALVES, MANHOLES AND
SHALL FIELD VERIFY LOCATION OF ALL EXISTING UTILITIES,
3. ALL UTILITIES ARE NOT SHOWN ON THE PLANS. CONTRACTOR
RAILROAD PRIOR TO COMMENCEMENT OF CONSTRUCTION.
2. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE
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,
8. PLACE 2" BITUMINOUS PATCH AROUND MANHOLE PRIOR TO SEAL COAT.
BITUMINOUS PATH.
CRACKS AS SHOWN ON DETAILS C3/C-501 AND D3/C-501. FOG SEAL
7. REMOVE VEGETATION FROM CRACKS AND EDGES. CLEAN AND REPAIR
PAVEMENT (A1/C-501) IN CONJUNCTION WITH AREA SHOWN IN KEYNOTE 1.
6. REMOVE CONCRETE PAVEMENT, THEN REPLACE WITH BITUMINOUS
PHOTOS A4 AND A5 ON C-502.
5. PLACE BITUMINOUS PATCH AROUND VALVES PRIOR TO 2" OVERLAY. SEE
STRUCTURES.
TO MATCH EDGES OF EXISTING CONCRETE FROM MANHOLE/VAULT
4. 2" OVERLAY AS SHOWN ON DETAIL C1/C-501. GRADE OVERLAY TO DRAIN, AND
THEN APPLY SEAL COAT.
3. CLEAN AND REPAIR CRACKS AS SHOWN ON DETAILS C3/C-501 AND D3/C-501,
ON C-501.
PLACE GEOTEXTILE AND NEW RIPRAP ON SLOPE. SEE PHOTOS A4, B4 AND A5
FAILURE. COMPACT AND GRADE TO DRAIN. ON THE NORTH SIDE OF THE ROAD,
2. REPLACE PAVEMENT, SUBGRADE, AND FILL MATERIAL BELOW PAVEMENT
EDGE TO ALLOW PLACEMENT OF AGGREGATE SHOULDER (A1/C-501).
ON DETAIL A1/C-501. WORK LIMITS TO BE EXTENDED OUT FROM PAVEMENT
1. REPLACE 4" BITUMINOUS PAVEMENT (FULL DEPTH REPLACEMENT) AS SHOWN
10' X 19'
5 STALLS
10' X 19'
9 STALLS
10' X 19'
6 STALLS
EA. SI
DE
' X
S
T A
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11' X 19'
STALLS
(2) ACCESSIBLE
5' X 19'
ACCESS AISLE
PAINTED YELLOW
ACCESSIBILITY SYMBOL
INTERNATIONAL SYMBOL OF
' X
S
T A
L
' X 9'
STALL
S
10' X 19'
6 STALLS
34"
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GENERAL NOTES
1" =50'
B1
SCALE:
LOCK AND DAM 8
PAVEMENT MARKINGS PLAN
NOT TO SCALE
A5
HANDICAP SYMBOL
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
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
W E
S
B
RR
RR
4. PAINT 25' LONG STOP BAR.
MARKINGS" FOR LAYOUT AND SIZE REQUIREMENTS.
SEE SPECIFICATION SECTION 32 17 24.00 10, "PAVEMENT
3. PAINT PAVEMENT MARKINGS AT RAILROAD GRADE CROSSING.
LONG
C. ACCESSIBLE LOADING/UNLOADING AISLE - 5' WIDE X 19'
B. ACCESSIBLE STALL - 11'WIDE X 19' LONG
A. STANDARD STALL - 10' WIDE X 19' LONG
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
(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
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
REMOVE EXISTING 4" BITUMINOUS
PAVEMENT SECTION.
BITUMINOUS
SUBGRADE AND 4"
PAVEMENT,REPLACE
REMOVE FAILED
AGGREGATE
CLASS 5 (SURFACING)
RESTORE SHOULDER WITH
AGGREGATE
CLASS 5 (SURFACING)
RESTORE SHOULDER WITH
TO BE REMOVED
EXISTING SHOULDER
TO BE REMOVED
EXISTING SHOULDER
RIPRAP ON SLOPE
4 INCH MAX SIZE
AND 12 INCHES OF
PLACE GEOTEXTILE
PAVEMENT SECTION.
BITUMINOUS
SUBGRADE AND 4"
PAVEMENT,REPLACE
REMOVE FAILED
.T .S
A N
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C5
TYPE 2 - CRACK
B5
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B1
BITUMINOUS PAVEMENT FOR REMOVAL AREA
NOT TO SCALE
NOT TO SCALE
D3
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
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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
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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
W E
S
B
TYPE 1 - CRACK REPAIR (1/4 - 3/4 INCH)
2. CRACK ROUTING IS NOT REQUIRED.
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
:NOTE
3'3'
NOT TO SCALE
A5
PAVEMENT FAILURE 3
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®of Engineers
US Army Corps of Engineers
US Army Corps
#5 ON C-102.
TO BE ADJUSTED. SEE KEYNOTE
THESE ARE THE TWO VALVES
ON C-102.
SEE KEYNOTE #5
BE ADJUSTED.
TWO VALVES TO
THESE ARE THE
2' WIDTH ON ALL SIDES
2" MILL AROUND MANHOLE
NOT TO SCALE
NOT TO SCALE
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NOT TO SCALENOT TO SCALE NOT TO SCALE
NOT TO SCALE NOT TO SCALENOT TO SCALE
A N
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C-502
N A
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B4
MANHOLE
D4
MANHOLES
C4
PARKING LOT PHOTO #1
C5
PARKING LOT PHOTO #2
N .T .S
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BITUMINOUS PATH #1
C2
BITUMINOUS PATH #2
A1
BITUMINOUS PATH #3
A2
BITUMINOUS PATH #4
A3
BITUMINOUS PATH #5
A4
MANHOLE & 2 VALVES
MANHOLE
MANHOLE
REQUIRE ADJUSTMENT
VALVE DOES NOT
MANHOLE
A5
2 VALVE STEMS
B5
1 VALVE STEM
NOT TO SCALE
D4
MANHOLE - ROAD
S O
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®of Engineers
US Army Corps of Engineers
US Army Corps
| 2020-08-26T09:05:17-0500 | |
| Michael J. Bart, PE |
| 2020-08-24T13:02:41-0500 | |
| SULLY.THOMAS.B.1231345864 |
| 2020-08-24T08:36:01-0500 | |
| BEHLING.CHRISTOPHER.W.1230533535 |
| 2020-08-26T07:37:08-0500 | |
| KNOFF.MICHAEL.R.1231198497 |
| 2020-08-24T06:53:15-0500 | |
| WOLKERSTORFER.WILLIAM.JO.1138642530 |
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