M12-03390 - MAC ISL RD REPS - 2023.09.08 - BIDDING.pdf
PDF 2 MB Posted
- Attached to
- 751/23242. ABG; Mackinac Island SP- Road Paving
- Solicitation number
- RFQ - 171 - 230000000792
- Issued by
- Mackinac County, Mackinac Island City, Michigan
About this file
This document is a set of bidding plans and details for a road repair and resurfacing project at Mackinac Island State Park in Mackinac Island, Michigan. The project is being managed by the Michigan Department of Technology, Management & Budget on behalf of the Mackinac Island State Park Commission. The scope of work involves a 1.5-inch hot mix asphalt (HMA) overlay on all roads within the project limits, except for Fort Street which will be milled 1.5 inches and replaced with new 1.5-inch HMA. The contractor will also be required to perform HMA patching and replacement as indicated on the plans. Construction is to be completed by May 24, 2024. The contractor will utilize British Landing for equipment and material delivery, with the Mackinac Island State Park Commission escorting them to and from the project sites. The equipment staging area will be located at the Mackinac Island State Park Commission service area behind Fort Mackinac.
The contract documents provide detailed quantities for HMA patching, removal and replacement, and placement. Pricing will be per the HMA application table included in the details. The Mackinac Island State Park Commission will be responsible for all shoulder and slope restoration including topsoil, seeding, and mulch. Contractors are required to provide a traffic control plan for approval prior to the pre-construction meeting.
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Other files
| File | Type | Posted |
|---|---|---|
| DCSpec Rev032022 V13 -100%.pdf | ||
| Addendum No 1 FINAL.pdf | ||
| DTMB0415 AdvertismentRev 0222 Mackinac Island Road Paving.pdf |
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Text version
MACKINAC ISLAND STATE PARK COMMISSION
FILE NO.: 751/23242.ABG
ROAD REPAIRS
MACKINAC ISLAND, MI
CONTACT LIST:
DTMB PROJECT DIRECTOR
ALAN GOSCHKA
MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET
MACKINAC ISLAND STATE PARK COMMISSION
STEVE BRISSON
DIRECTOR, MICHIGAN STATE HISTORIC PARKS
MYRON JOHNSON
(906) 250-0792
PROFESSIONAL SERVICE CONTRACTOR
JEREMY GAGNON
PROJECT MANAGER
U.P. ENGINEERS & ARCHITECTS, INC
707 ASHMUN STREET
SAULT STE. MARIE, MICHIGAN 49783
(906) 635-0511
JGAGNON@UPEA.COM
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT
SCHEDULING WITH MISPC VIA PRE-CONSTRUCTION
SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE
RESTORATION INCLUDING TOPSOIL, SEEDING AND
MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL
PLAN WITH APPROVAL FROM THE MISPC AT THE
PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER
& ENCLOSURES ITEM (C) STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT
INTERSECTIONS.
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING
WITH POWER SWEEPER AS NECESSARY TO REMOVE
ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL
INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR
EQUIPMENT AND MATERIAL DELIVERY. MISPC TO
ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT
STAGING AREA TO BE LOCATED AT THE MISPC
SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT
STREET) TO RECEIVE 1.5" HMA OVERLAY FROM
PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO
REMOVE AND REPLACE AND/OR PATCH AS SHOWN ON
THE PLANS. FORT STREET TO BE MILLED (1.5") AND
REPLACED WITH 1.5" HMA.
STATE OF MICHIGAN
MACKINAC
ISLAND
CARRIAGE ROAD [C102]
CARRIAGE ROAD [C102]
CEMETERY ROAD (SOUTH) [C103]
FORT STREET [C101]
CEMETERY ROAD (SOUTH) [C103]
GARRISON ROAD [C104]
CEMETERY ROAD (NORTH) [C102]
HURON ROAD (EAST) [C100]
CUPID'S PATHWAY [C105]
HURON ROAD (WEST) [C101]
SPRING STREET [C106]
CUPID'S PATHWAY [C105]
MACKINAC ISLAND VICINITY MAP DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
FACILITIES AND BUSINESS SERVICES ADMINISTRATION
DESIGN AND CONSTRUCTION DIVISION
FILE NO.: 751/23242.ABG
HURON ROAD (EAST) PLAN
INDEX OF SHEETS
C100
C103
NUMBER SHEET NAME
CEMETERY ROAD (SOUTH) PLAN
C104 GARRISON ROAD PLAN
PROJECT TITLE SHEETG100
C102 CARRIAGE ROAD, CUPID'S PATHWAY & CEMETERY ROAD (NORTH) PLAN
HURON ROAD (WEST) & FORT STREET PLANC101
C501 DETAILS
C105 CUPID'S PATHWAY PLAN
C106 SPRING STREET PLAN
CUPID'S PATHWAY [C102]
PATCH 30'x12' [G100]
PATCH 50'x12' [G100]
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4+00
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6+00
7+00
8+00
BP: 0+00.00
PI: 3+29.05
PC: 4+20.53
PT
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PC
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+2 8.9
PT
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PI
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HURON
ROAD (EAST)
PLAN
C100
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EXISTING
GRAVEL
PATHWAY
EXISTING
GRAVEL
PATHWAY
EX. MANHOLE
POB STA. 0+65
POE STA. 12+90
12'
20'
12'
12'
20'
LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
ARCH
ROCK
ROAD
HURON ROAD
PROJECT LIMITS
PROJECT LIMITS
MATCH LINE
MATCH LINE
FORT MACKINAC
PARADE GROUND
FORT MACKINAC
HURON ROAD
HURON ROAD QUANTITIES
(FOR INFORMATION ONLY)
1,399 Sft HMA Patching 7,068 Sft HMA Remove and Replace
HMA PATCHING
STA. 3+56 TO STA. 4+20
STA. 8+90 TO STA. 9+08
REMOVE AND REPLACE
STA. 2+00 TO STA. 3+00
STA. 4+20 TO STA. 4+73
STA. 6+00 TO STA. 6+30
STA. 6+74 TO STA. 8+00
STA. 12+15 TO STA. 12+90
GARRISON ROAD
HURON ROAD
PROPOSED HURON ROAD (EAST) PLAN
EX. CONCRETE
PATHWAY
HURON
ROAD
HURONROAD
HURON
ROAD
MATCH LINE
MATCH LINE
PROJECT LIMITS
PROJECT LIMITS
HURON
ROAD
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
MILLED (1.5") AND REPLACED WITH 1.5" HMA.
2+00
3+00
7+00
8+00
9+00
BP: 0+00
EP: 9+07
0+00
4+00
5+00
6+00
1+00
2+00
3+00
BP: 0+00
EP: 3+89
0+00
LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
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HURON ROAD
(WEST) & FORT
STREET PLAN
C101
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PROPOSED HURON
ROAD (WEST) PLAN
HURON
ROAD
CE
M
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RO
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SPRING
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FORT STREET
PROPOSED FORT STREET PLAN
HURON ROAD
HURON
ROAD
FORT
STREET
20'
20'
POB STA. 0+00
PROJECT LIMITS
PROJECT LIMITS
POB STA. 0+00
PROJECT LIMITS
PROJECT LIMITS
EX. WATER VALVE.
PRESERVE AND
PROTECT AS REQUIRED.
EX. MANHOLE
POE STA. 3+89
PROJECT LIMITS
PROJECT LIMITS
POE STA. 9+07
PROJECT LIMITS
PROJECT LIMITS
SAWCUT
EXISTING
CONCRETE
WALK & CURB
23'
20'
HURON ROAD QUANTITIES
(FOR INFORMATION ONLY)
1,002 Sft HMA Patching
HMA PATCHING
STA. 0+70 TO STA. 0+86
STA. 4+81 TO STA. 5+25
STA. 5+60 TO STA. 5+63
STA. 5+83 TO STA. 6+07
STA. 8+02 TO STA. 8+21
EXISTING
CONCRETE
WALK & CURB
EX. MANHOLE
EXISTING CONCRETE
EXISTING CONCRETE
HURON ROAD
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
BP: 0+00.00
PC: 0+36.56
PT: 0+66.25
PC: 2+72.02
PT: 2+94.69
PC: 4+24.49
PT: 4+76.85
PC: 6+18.98
PT: 7+04.61
PC: 9+28.09
PT: 9+80.70
PC: 10+14.24
0+00
1+00 2+00 3+00
4+00 5+00
6+00 7+00
8+00
9+00
10+00
2+00
1+00
0+00
PC: 9+28.09 PT: 9+80.70 PC: 10+14.24
PT: 10+54.14
PC: 11+68.98
PT: 12+10.10
PC: 12+60.07
PT: 13+34.31
PC: 13+87.41
PT: 14+44.08
9+00
10+00 11+00
12+00 13+00
14+00
15+00
0+00
PC: 13+87.41
PT: 14+44.08
PI: 15+92.86
PI: 17+88.56
EP: 20+00
14+00
15+00 16+00 17+00 18+00 19+00 20+00
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POB STA. 0+00
POE STA. 20+00
13'
13'
13'
13'
11'
15'
15'
20'
14'
15'
PROVIDE NEW
ASPHALT BASE AND
HMA PER DETAIL 2
ON SHEET C501
LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
WINGS OF
MACKINAC
GRAND
HOTEL
STABLES
C
U
PID
'S
PA
TH
W
A Y
CARRIAGE ROAD
CARRIAGE
ROAD
CUPID'SPATHWAY
CARRIAG
E RO
AD /
CUPID'S PATHW
AY
CARRIAGE ROAD
GARRISON
ROAD
CEMETERY
ROAD
GARRISON
ROAD
MATCH LINE B1
MATCH LINE B1
REMOVE AND REPLACE
STA. 4+36 TO STA. 6+11
STA. 6+31 TO STA. 6+36
STA. 6+74 TO STA. 6+79
STA. 8+00 TO STA. 8+30
STA. 9+08 TO STA. 9+40
STA. 11+55 TO STA. 12+10
STA. 14+3 TO STA 14+8
STA. 14+42 TO STA. 14+68
STA. 17+74 TO STA. 18+10
STA. 18+80 TO STA. 19+60
PROJECT LIMITS
PROJECT LIMITS
MATCH LINE B1
MATCH LINE B1
MATCH LINE A
MATCH LINE A
MATCH LINE A1
MATCH LINE A1 PROJECT LIMITS
PROJECT LIMITS
CEMETERY
ROAD
CARRIAGEROAD
CARRIAGE
ROAD
CARRIAGEROAD
CEMETERY
ROAD
PROPOSED CARRIAGE ROAD, CUPID'S
PATHWAY & CEMETERY ROAD (NORTH) PLAN
CEMETERY ROAD
CARRIAGE RD,
CUPID'S PATH
& CEMETERY
RD (NORTH)
FORT MACKINAC
POST CEMETERY
CARRIAGE ROAD, CUPID'S PATHWAY
AND FORT SERVICE ROAD QUANTITIES
(FOR INFORMATION ONLY)
502 Sft HMA Patching 171 Sft HMA Placement 6,086 Sft HMA Remove and Replace
HMA PATCHING
STA. 11+21 TO STA. 11+25
STA. 15+85 TO STTA. 16+15
HMA PLACEMENT
STA. 9+57 TO STA. 9+81
EXISTING PATHWAY
EXISTING PATHWAY
EXISTING PATHWAY
EXISTING PATHWAY
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
MILLED (1.5") AND REPLACED WITH 1.5" HMA.
PROJECT LIMITS
PROJECT LIMITS
EXISTING PATHWAY QUANTITIES
(FOR INFORMATION ONLY)
1,950 Sft HMA Remove and Replace
REMOVE AND REPLACE
STA. 1+00 TO STA. 2+50
13'
PROJECT LIMITS
PROJECT LIMITS
EXISTING PATHWAY
POE STA. 2+60
POB STA. 0+00
2+00
3+00
4+00
5+00 6+00 7+00
BP: 0+00
3+00
7+00 8+00 9+00 10+00
11+00
12+00
12+00
13+00
14+00 15+00 16+00 17+00
18+00
EP: 18+00
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CEMETERY
ROAD (SOUTH)
C103
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LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
MATCH LINE B2
MATCH LINE B2
CUPID'S
PATHWAY
CEMETERY ROAD
MATCH LINE B2
MATCH LINE B2
MATCH LINE A1
MATCH LINE A1
MATCH LINE A1
MATCH LINE A1
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
FO
RT
SE
RVI
CE
ROAD
CARRIAGEROAD
CEMETERY
ROAD
PROPOSED CEMETERY ROAD (SOUTH) PLAN
CEMETERY
ROAD
CEMETERY
ROAD
CEMETERY
ROAD
CEMETERY
ROAD
HU
RO
N
RO
AD
HURON
ROAD
CEMETERY ROAD
POE STA. 18+00
POB STA. 0+00
12'
12'
12'
12'
12'
12'
CEMETERY ROAD
CEMETERY ROAD
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
MILLED (1.5") AND REPLACED WITH 1.5" HMA.
CEMETERY ROAD QUANTITIES
(FOR INFORMATION ONLY)
690 Sft HMA Remove and Replace
REMOVE AND REPLACE
STA. 11+25 TO STA. 11+45
STA. 12+75 TO STA. 13+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00
BP
: 0
+0 0.
PI
: 3
+7 3.
PC
: 5
+1 4.
6+00
7+00
8+00
9+00
10+00
11+00
PT
: 6
+5 7.
PC
: 7
+7 0.
PT
: 7
+9 2.
PC
: 9
+9 3.
PT
: 1
0+
.7
PT
: 1
1+
.08
PC
: 1
0+
.2
EP
: 1
1+
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GARRISON
ROAD PLAN
C104
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IN
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CEMETERY WALL
CEMETERY WALL
EXISTING ACCESS ROAD
POE STA. 11+50
EXISTING
GRAVEL
PATHWAY
13'
13'
13'
13'
13'
LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
GARRISON ROAD QUANTITIES (FOR INFORMATION ONLY)
11,270 Sft HMA Patching 76 Sft HMA Remove and Replace
HMA PATCHING
STA. 3+00 TO STA. 11+50
REMOVE AND REPLACE
STA. 8+12 TO STA. 8+25
STA. 11+20 TO STA. 11+26
PROJECT LIMITS
PROJECT LIMITS
MATCH LINE
MATCH LINE
MATCH LINE
MATCH LINE
PROJECT LIMITS
PROJECT LIMITS
GARRISONROAD
FORT MACKINAC
POST CEMETERY
FORT MACKINAC
POST CEMETERY
CEMETERY
ROAD
SKULL
CAVE
GARRISON ROAD
GARRISON ROAD
GARRISON
ROAD
RIFLE
RANGE
ROAD
GARRISONROAD
PROPOSED GARRISON ROAD PLAN
GARRISON
ROAD
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
POB STA. 0+00
6+30
1+00 2+00 3+00
4+00
5+00 6+00
7+00 6+00 5+00 4+00 3+00 2+00 0+001+00
LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
PROPOSED CUPID'S PATHWAY PLAN
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CUPID'S
PATHWAY
PLAN
C105
M A
C K
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A
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IN
A
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LA
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CUPID'S PATHWAY
CEMETERYROAD
CEMETERY
ROAD
FORT
SERVICE
ROAD
CUPID'S
PATHWAY
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
MILLED (1.5") AND REPLACED WITH 1.5" HMA.
CUPID'S
PATHWAY
CUPID'S PATHWAY
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
PROJECT LIMITS
CUPID'S
PATHWAY
10'
CU
PI
D' S
PA
TH
W
AY
10'
CU
PI
D'
S
PA
TH
W
AY
13'
13'
POE STA. 6+30
POB STA. 0+00
POE STA. 7+25
POB STA. 0+00
CUPID'S PATHWAY QUANTITIES
(FOR INFORMATION ONLY)
325 Sft HMA Remove and Replace
REMOVE AND REPLACE
STA. 4+00 TO STA. 4+50
HMA CURB PLACEMENT
STA. 2+00 TO STA. 4+50
PLACE 100 LFT OF
HMA CURB. REFER
TO DETAIL 1 ON
SHEET C501.
6+00
7+00
8+00
9+00
10+00
11+00
11+40
0+00
1+00 2+00
3+00
4+00
5+00
6+00
LEGEND
HMA SURFACE, REM AND REPLACE
HMA PATCHING
HMA PLACEMENT
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SPRING
STREET
PLAN
C106
M A
C K
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IN
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PROPOSED SPRING STREET PLAN
SPRING STREET QUANTITIES
(FOR INFORMATION ONLY)
650 Sft HMA Remove and Replace 600 Lft HMA Edge Curb Placement
REMOVE AND REPLACE
STA. 6+25 TO STA. 6+75
HMA CURB PLACEMENT
STA. 2+00 TO STA. 4+50
STA. 2+00 TO STA. 5+50
SPRING STREET
SPRING STREET
HURONROAD
HURONROAD
FORT
STREET
FORT
STREET
MATCH LINE
MATCH LINE
MATCH LINE
MATCH LINE
PROJECT LIMITS
PROJECT LIMITS
PROJE
CT L
IM
ITS
PROJE
CT L
IM
ITS
GENERAL NOTES
1. CONTRACTOR SHALL COORDINATE PROJECT SCHEDULING WITH MISPC VIA
PRE-CONSTRUCTION SCHEDULE MEETING.
2. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES.
3. MISPC WILL PERFORM ALL SHOULDER AND SLOPE RESTORATION INCLUDING
TOPSOIL, SEEDING AND MULCH.
4. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN WITH APPROVAL
FROM THE MISPC AT THE PRECONSTRUCTION MEETING. SEE SPECIFICATION
SECTION 01100 PROJECT PROCEDURES (3) BARRIER & ENCLOSURES ITEM (C)
STREET BARRICADES.
5. CONSTRUCT BUTT JOINT AT ALL ASPHALT INTERSECTIONS.
GENERAL NOTES (CONTINUED)
6. CONTRACTOR TO CLEAN ROAD PRIOR TO PAVING WITH POWER SWEEPER AS
NECESSARY TO REMOVE ALL DIRT, DEBRIS AND HORSE FECES.
7. SAWCUT AND PROVIDE BUTT JOINTS AT ALL INTERSECTIONS.
8. CONSTRUCTION TO BE COMPLETED BY MAY 24, 2024.
9. CONTRACTOR TO UTILIZE BRITISH LANDING FOR EQUIPMENT AND MATERIAL
DELIVERY. MISPC TO ESCORT CONTRACTOR TO AND FROM PROJECT SITES
ALONG DNR DESIGNATED ROUTE. EQUIPMENT STAGING AREA TO BE LOCATED
AT THE MISPC SERVICE AREA BEHIND FORT MACKINAC.
10. SCOPE OF WORK: ALL ROADS (EXCEPT FORT STREET) TO RECEIVE 1.5" HMA
OVERLAY FROM PROJECT LIMIT TO PROJECT LIMIT. CONTRACTOR TO REMOVE
AND REPLACE AND/OR PATCH AS SHOWN ON THE PLANS. FORT STREET TO BE
MILLED (1.5") AND REPLACED WITH 1.5" HMA.
EX. DRIVEWAY
EX. DRIVEWAY
EX. DRIVEWAY EX. CONCRETE
EX. DRAINAGE
STRUCTURE TO
REMAIN
14'
16'
18'
11'
PLACE 250 LFT OF HMA
CURB. REFER TO DETAIL 1
ON SHEET C501.
PLACE 350 LFT OF HMA
CURB. REFER TO DETAIL 1
ON SHEET C501.
13'
POB STA. 0+00
POE STA. 11+40
ADJUST MANHOLE
AS NECESSARY
MATCH EXISTING SLOPE
EXISTING AGGREGATE BASE
EXISTING HMA SURFACE TO REMAIN
EXISTING AGGREGATE BASEREMOVE AND REPLACE EXISTING HMA SURFACE.
MATCH EXISTING HMA THICKNESS AND SLOPE AND
COMPACT EXISTING AGGREGATE BASE AS NECESSARY
EXISTING AGGREGATE BASEEXISTING HMA SURFACE TO
REMAIN (APPROX. 3" DEPTH)
PROPOSED SLOPE
RESTORATION, TYP.
(BY MISPC)
PLACE HMA WEDGE OVER EXISTING
PATCHING/ DEPRESSION AREAS PER
PLAN AND AS DIRECTED BY ENGINEER.
MATCH EXISTING SLOPE
MATCH EXISTING SLOPE
MATCH EXISTING SLOPE
PROPOSED 8" AGGREGATE BASE. SLOPE
FOR POSITIVE DRAINAGE AS NECESSARY.
2PLACE PROPOSED HMA SURFACE
MILL 1.5" AND PLACE 1.5" HMA SURFACE
EXISTING
CONCRETE
TO REMAIN
EXISTING CONCRETE
CURB TO REMAIN
EXISTING HMA SURFACE TO REMAIN
NEW 1.5" HMA SURFACE
PROPOSED SLOPE
RESTORATION, TYP.
(BY MISPC)
PROPOSED SLOPE
RESTORATION, TYP.
(BY MISPC)
HMA CURB, TYP.
EXISTING AGGREGATE BASE
EXISTING DRIVE LANE (WIDTH PER PLAN)
EXISTING DRIVE LANE (WIDTH PER PLAN)
EXISTING DRIVE LANE (WIDTH PER PLAN)
EXISTING DRIVE LANE (WIDTH PER PLAN)
EXISTING DRIVE LANE (WIDTH PER PLAN)
1' 0.25'
0.75'
1 HMA CURB DETAIL
2 CARRIAGE ROAD DETAIL (STA. 9+65)
3 FORT STREET DETAIL
4 REMOVE AND REPLACE HMA DETAIL
5 HMA PATCHING DETAIL
REMARKS
(AWI=NONE)58-28
PERFORMANCE GRADERATE/SYD
165 #
ITEMI.D.
HMA BOND COAT FOR INFORMATION ONLY-0.05-0.15 GAL
HMA, LVSP
58-2845-165 #2 HMA, LVSP (AWI=NONE)
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DETAILS
C501
M A
C K
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25' AT P.O.B. AND P.O.E.,
TO R.O.W AT INTERSECTIONS,
8' AT DRIVES
PROPOSED
HMA SURFACE
COLD MILLED AREAS TO BE PAID
FOR AS: HMA SURFACE, REM. ON
DRIVES AND INTERSECTIONS.
EXISTING
PAVEMENT
7 BUTT JOINT DETAIL
USE REBAR OR STEEL
ROD FOR REMOVAL
FOR INLETS WITH CAST CURB BOX
USE WOOD 2X4, EXTEND BEYOND
GRATE WIDTH ON BOTH SIDES.
LENGTH VARIES. SECURE TO GRATE
WITH WIRE OR PLASTIC TIES.
4" TO 6" OVAL HOLE SHALL BE HEAT
CUT INTO ALL FOUR SIDE PANELSMINIMUM DOUBLE
STITCHED SEAMS
ALL AROUND SIDE
PANELS AND ON FLAP
POCKETS
NOTE: DETAIL BASED ON MDOT
STANDARD DETAIL R-96-E.
ALL PANELS AND
FLAP POCKETS TO BE
MADE FROM A
SINGLE PIECE OF
NON-WOVEN
GEOTEXTILE FABRIC
12"
12"
4"
8"
8 INLET PROTECTION DETAIL
6 HMA APPLICATION TABLE
File details come from the government source that posted it. Updated .