Lakeland CF Bid-Set 1 of 2.pdf
PDF 4 MB Posted
- Attached to
- 472/23287. JLM; LCF - Paving Repairs-Replacement
- Solicitation number
- RFQ - 171 - 240000000209
- Issued by
- Branch County, Michigan
About this file
This document is a bid set for paving repairs and replacement at the Lakeland Correctional Facility, a State of Michigan facility located in Coldwater, Michigan. The project scope includes demolition and replacement of concrete and asphalt pavement, curbs, and related site work. Key details include maintaining vehicle and pedestrian access at all times, contractor responsibility for field measurements and quantities, restoration of any damage, and codes/standards compliance. The bid is due on February 28, 2024 with an award date to be determined.
The bid set includes unit pricing for standard and heavy-duty concrete and asphalt paving, curb and gutter, grading, and other related items. There is an add alternate for courtyard improvements. The project is funded by the State of Michigan Department of Technology, Management and Budget, Design and Construction Division. No other details on pricing, funding sources, or incumbent contractors are provided in the document.
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LOCATION MAP
No Scale
LAKELAND CORRECTIONAL FACILITY - PAVING REPAIRS - REPLACEMENT
Date Issued: January 26, 2024
Issued for: BIDS
MICHIGAN DEPARTMENT OF CORRECTIONS FILE NO. 472/23287.JLM
Bids Due: February 28, 2024
CODES AND STANDARDS
1.
2.
3.
CONTRACTOR TO COMPLY WITH LATEST CONSTRUCTION CODE.
CONSTRUCTION TO COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS
INCLUDING NFPA 20, NFPA 7b, AND NFPA 70e.
CONSTRUCTION TO APPLY TO OSHA AND MIOSHA CODES AND STANDARDS.
GENERAL NOTES
1.
2.
3.
THE LAKELAND CORRECTIONAL FACILITY IS A CONTINUOUSLY OPERATING STATE OF
MICHIGAN FACILITIES. VEHICULAR AND PARKING ACCESS AS WELL AS PEDESTRIAN ACCESS
TO BUILDINGS MUST BE MAINTAINED AT ALL TIMES. FOLLOWING AWARD OF CONTRACT,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORKING AND COOPERATING WITH FACILITY
PERSONNEL TO DEVELOP A WORK STAGING AND PHASING PLAN, ACCEPTABLE TO BOTH
PARTIES, THAT WILL ENSURE ADEQUATE AND SAFE TEMPORARY AND PERMANENT ACCESS.
DIMENSIONS SHOWN WERE DETERMINED BY FIELD MEASUREMENTS. ALL BIDDERS SHALL
PROVIDE THEIR OWN MEASUREMENTS AND QUANTITIES, FOR ALL REQUIRED WORK AND
SHALL BE RESPONSIBLE FOR THOSE AMOUNTS FOR A COMPLETE JOB WITH NO ADDITIONAL
COSTS TO THE STATE AFTER AWARD OF THE CONTRACT.
DAMAGE TO PAVEMENT, LAWNS, SHRUBS, TREES, FENCING, BUILDINGS, OR OTHER
STRUCTURES OR SITE APPURTENANCES, THAT RESULT FROM THE EXECUTION OF THIS
PROJECT, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.
OWNER
SHEET INDEX
535 West William, Suite 101
Planning & Engineering Landscape Architecture
Beckett & Raeder, Inc.
Ann Arbor, MI 48103
663.2622 663.6759 ph fx
Beckett&Raeder RB i
Professional Service Contractor
C0.0 Cover Sheet C1.0 Demolition and Soil Erosion Sedimentation Control Plans C1.1 Topographic Survey Plan C2.0 Demolition and Soil Erosion and Sedimentation Control Plans C2.1 Demolition and Soil Erosion and Sedimentation Control Plans C3.0 Layout and Materials Plan C3.1 Layout and Materials Plan C3.2 Layout and Materials Plan Add Alt No.1 Courtyard Design C4.0 Grading Plan C4.1 Grading Plan C4.2 Grading Plan C4.3 Grading Plan C5.0 Paving and Construction Details C5.1 Paving and Construction Details
IDENTIFICATION
Josiah Meyers
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
STATE OF MICHIGAN
ADAM P. LACH, RA, DIRECTOR
DESIGN AND CONSTRUCTION DIVISION
LOCATION
141 1st Street, Coldwater, MI 49036 5,000 feet from the Cold Creek River
STATE FACILITIES ADMINISTRATION
269.213.6241
FILE NO: 472/23287.JLM
Location Maps
NOT TO SCALE
COLDWATER
SITE
State of Michigan Project Director
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US 12
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E STATE ST
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BUTTERS AVE
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W STATE ST
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NARROWS RD
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JAY ST AVE
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S CLAY ST
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OLD US HWY 27
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RIVER RD
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WESTERN AVE
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S SPRAGUE ST
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NORTH LAKE
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0 200100 600300
2nd STREET
2nd STREET
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1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS
PRIOR TO START OF CONSTRUCTION.
2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF
SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.
3. CONTOUR INTERVAL SHOWN IS 1-FOOT.
EXISTING CONDITIONS NOTES
MUXLOW SURVEYING
3503 S VAN DYKE RD, MARLETT, MI 48453
Tricia@MuxlowSurveying.com 810.346.2200
SURVEY PREPARED BY:
THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE IS
COMPRISED OF
1. TEASDALE FINE SANDY LOAM
2. LOCKE FINE SANDY LOAM
SOIL TYPES
INSIDE SECURED AREA WORK ZONE
2ND AND 3RD STREET WORK ZONE
CONSTRUCTION ACCESS
ROUTE TO COURTYARD
B2/3 AND COURTYARD
C2/3.
CONSTRUCTION ACCESS
ROUTE TO FOOD SERVICES
AND BUILDING B.
CONTRACTOR TO USE
RUBBER TIRE VEHICLES TO
MINIMIZE DAMAGE TO
EXISTING PAVEMENTS
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STATE STREET
CONTRACTOR CAN
ACCESS SITE VIA STATE
STREET
COURTYARD B2/3
BUILDING B
COURTYARD C2/3
BUILDING C
FOOD
SERVICES
FOOD SERVICE
LOADING DOCK
CONSTRUCTION ACCESS
ROUTE TO COURTYARD
B2/3, COURTYARD C2/3,
AND COURTYARD C1/4 .
CONTRACTOR TO USE
RUBBER TIRE VEHICLES TO
MINIMIZE DAMAGE TO
EXISTING PAVEMENTS
COURTYARD C1/4
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/23287.JLM
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE, JB
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DRAWN: MK, FJ
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DESIGNED: JB, KE
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DATE
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APPROVED: KE, JB
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TUEBOR
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AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text 01.26.2024
AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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DESIGN AND CONSTRUCTION DIVISION
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ADAM P. LACH, RA, DIRECTOR
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STATE FACILITIES ADMINISTRATION
AutoCAD SHX Text Demolition and Soil Erosion Sedimentation Control Plans
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COURTYARD B2/3
COURTYARD C1/4
FOOD SERVICE LOADING AREA
0 3015 9045
ALL DRAWINGS SHOWN AT 1" = 30'
EXISTING CONDITIONS LEGEND
1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS
PRIOR TO START OF CONSTRUCTION.
2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING
UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF
SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.
3. CONTOUR INTERVAL SHOWN IS 1-FOOT.
EXISTING CONDITIONS NOTES
MUXLOW SURVEYING
3503 S VAN DYKE RD, MARLETT, MI 48453
Tricia@MuxlowSurveying.com 810.346.2200
SURVEY PREPARED BY:
THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE IS
COMPRISED OF
1. TEASDALE FINE SANDY LOAM
2. LOCKE FINE SANDY LOAM
SOIL TYPES
KEY MAP
BUILDING B AREA
COURTYARD C2/3
COURTYARD B2/3
BUILDING B AREA
COURTYARD C2/3
COURTYARD C1/4
AIR CONDITIONER
CATCH BASIN - ROUND
HYDRANT
LIGHT POLE
MANHOLE
SANITARY MANHOLE
SIGN - SINGLE POST
SPOT ELEVATION
DOWNSPOUT
TRANSFORMER
TREE
STORM MANHOLEST
BENCHES ANCHORED TO
CONCRETE WITH CHAIN, TYP.
WORKOUT EQUIPMENT ANCHORED
TO CONCRETE WITH CHAIN, TYP.
BENCHES ANCHORED TO
CONCRETE WITH CHAIN, TYP.
WORKOUT EQUIPMENT ANCHORED
TO CONCRETE WITH CHAIN, TYP.
WORKOUT EQUIPMENT ANCHORED
TO CONCRETE WITH CHAIN, TYP.
GARDEN/FOOD CROP AREA
CAUTION:
TUNNEL NO CONSTRUCTION TRAFFIC
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CB427 RIM=990.93
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CB497 RIM=990.29
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CB630 RIM=991.46
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MH607 RIM=990.81
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MH358 RIM=994.68
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MH552 RIM=994.24
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MH581 RIM=993.21
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CONCRETE
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GRASS
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GRASS
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GRASS
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GRASS
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ASPHALT
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LANDSCAPING
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CONCRETE
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STEPS
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CONCRETE
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GRAVEL
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ASPHALT
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PHONE
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BENCH
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BENCH
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ASPHALT
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CONCRETE
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GRAVEL
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STONE
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STONE
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STONES
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14 MAPLE
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GRASS LINE
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GRATE
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CONCRETE
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BB HOOP
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AC
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OUTLET
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MH833 RIM=997.26
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GRAVEL
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CONCRETE
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GRAVEL
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ASPHALT
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ASPHALT
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ASPHALT
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WALL
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GRAVEL
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BUSHES
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BB HOOP
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PHONE
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ASPHALT
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BENCH
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BENCH
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CONCRETE
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BB HOOP
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/23287.JLM
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE, JB
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DRAWN: MK, FJ
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DESIGNED: JB, KE
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DATE
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APPROVED: KE, JB
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TUEBOR
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AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text 01.26.2024
AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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DESIGN AND CONSTRUCTION DIVISION
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ADAM P. LACH, RA, DIRECTOR
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STATE FACILITIES ADMINISTRATION
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AutoCAD SHX Text Topographic Survey Plan
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DEMOLITION & SESC LEGEND
LIMIT OF WORK LINE
INLET FILTER / SEDIMENT TRAP
REMOVE ITEM
PROTECT ITEM
SALVAGE ITEM TO OWNERS
P
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SAWCUT
CURB REMOVAL
1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS
PRIOR TO START OF CONSTRUCTION.
2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES
AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF
DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.
3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND
PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS
DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST
JOINT BEYOND INDICATED EXTENT.
5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK
TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT
THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT THE NEAREST JOINT, AT THE
CONTRACTOR'S EXPENSE.
6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH
LAYOUT / GRADING PLANS.
7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH
REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL
EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT THROUGH THE USE OF
ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.
8. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT
LIMITS DAMAGED DURING CONSTRUCTION.
9. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER
PROPOSED PAVED AREAS.
10. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND
DISPOSED IN A LEGAL MANNER.
11. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED
WITH EXTREME CARE. REMOVALS TO BE COMPLETED BY HAND. NO HEAVY
EQUIPMENT ALLOWED BENEATH TREE CANOPY.
12. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK
TO STORM OR SANITARY SYSTEMS IS PROHIBITED.
13. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.
14. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING
SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR
PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR
ABSORBENTS.
DEMOLITION NOTES
0 10050 300150
REMOVE EXISTING CONCRETE PAVING
REMOVE EXISTING BITUMINOUS ASPHALT
OVER CONCRETE
REMOVE EXISTING GRAVEL
REMOVE EXISTING GRASS
1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF
MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF
1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT.
2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL
PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER
STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL
MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.
3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION
CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.
4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES
AS REQUIRED BY STATE AND LOCAL GOVERNING AUTHORITIES.
5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE
EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY
NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.
6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE
CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR
WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN
DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.
7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION
CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.
8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM
STRUCTURES AFFECTED BY THIS PROJECT.
9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE
CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION.
REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS WHERE INFILTRATION
PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.
10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED.
STREETS SHALL BE SWEPT WEEKLY.
11. CONTRACTOR SHALL INSTALL INLET DROP FILTERS ON ALL STORM STRUCTURES
BEFORE CONSTRUCTION COMMENCES. DROP FILTERS ARE TO REMAIN THROUGH
THE DURATION OF THE PROJECT AND BE REINSTALLED WHEN STRUCTURES ARE
CHANGED TO YARD BASINS.
SESC NOTES
MILLINGS FROM ASPHALT REMOVALS
CAN BE PLACED AND COMPACTED HERE
REMOVE EXISTING BITUMINOUS ASPHALT
CURB, TYP.R
ASPHALT, TYP.R
CONCRETER
CONCRETER
GATE, TO OWNERS
PROTECT ALL PAVEMENT, SIDEWALK,
AND CURB LEADING TO ACCESS DRIVE
OF HOMES. SAWCUT AT PERIMETER OF
PAVEMENT EXTENTS.
BASKETBALL HOOPR LEAVE ALL ELECTRICAL AND WATER
STRUCTURES INPLACE.
CONVERT ALL CATCH BASIN TO YARD
STRUCTURES, TYP. EIGHT (8) FOUND ON
SITE VISIT.
CONVERT ALL CATCH BASIN TO YARD
STRUCTURES, TYP. EIGHT (8) FOUND ON
SITE VISIT.
CONTRACTOR CAN
ACCESS SITE VIA STATE
STREET
2nd STREET
2nd STREET
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STATE STREET
ALL DEMOLITION AND RESTORATION NOTED FOR 2ND ST. AND 3RD ST.
ADD ALTERNATE NO.2
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/23287.JLM
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE, JB
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DRAWN: MK, FJ
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DESIGNED: JB, KE
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DATE
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APPROVED: KE, JB
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text 01.26.2024
AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement
AutoCAD SHX Text
STATE OF MICHIGAN
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
DESIGN AND CONSTRUCTION DIVISION
AutoCAD SHX Text
ADAM P. LACH, RA, DIRECTOR
AutoCAD SHX Text
STATE FACILITIES ADMINISTRATION
AutoCAD SHX Text C2.0
Demolition and Soil Erosion and Sedimentation Control Plans
UM
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Pl an ni ng
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DEMOLITION & SESC LEGEND
LIMIT OF WORK LINE
INLET FILTER / SEDIMENT TRAP
REMOVE ITEM
PROTECT ITEM
SALVAGE ITEM TO OWNERS
P
R
SAWCUT
CURB REMOVAL
1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS
PRIOR TO START OF CONSTRUCTION.
2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES
AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF
DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.
3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND
PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS
DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST
JOINT BEYOND INDICATED EXTENT.
5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK
TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT
THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT THE NEAREST JOINT, AT THE
CONTRACTOR'S EXPENSE.
6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH
LAYOUT / GRADING PLANS.
7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH
REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL
EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT THROUGH THE USE OF
ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.
8. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT
LIMITS DAMAGED DURING CONSTRUCTION.
9. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER
PROPOSED PAVED AREAS.
10. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND
DISPOSED IN A LEGAL MANNER.
11. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED
WITH EXTREME CARE. REMOVALS TO BE COMPLETED BY HAND. NO HEAVY
EQUIPMENT ALLOWED BENEATH TREE CANOPY.
12. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK
TO STORM OR SANITARY SYSTEMS IS PROHIBITED.
13. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.
14. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING
SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR
PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR
ABSORBENTS.
DEMOLITION NOTES
FOOD SERVICE LOADING AREA
0 3015 9045
ALL DRAWINGS SHOWN AT 1" = 30'
BUILDING B AREA
BUILDING B AREA
REMOVE EXISTING CONCRETE PAVING
REMOVE EXISTING BITUMINOUS ASPHALT
OVER CONCRETE
REMOVE EXISTING GRAVEL
ASPHALTR
ASPHALT R
REMOVE EXISTING GRASS
GRAVELR
GRASSR
ASPHALT AND BASER
CURB AND GUTTERR
CURB AND GUTTER R
CONCRETE R
CURB AND GUTTER R
GRAVEL
R
ASPHALT R
ASPHALTR
ASPHALT AND BASER
ASPHALT R
CONCRETE R
WALL P
CONCRETE R
ASPHALTR
BENCHR
BBALL HOOPSR
BENCH R
BENCHR
BB HOOPR
BENCH R
BENCHR
BB HOOPR
BENCH R
ALL PHONE, SPIGOTS P
AND UTILITY CONNECTIONS
ALL PHONE, SPIGOTS P
AND UTILITY CONNECTIONS
ALL PHONE, SPIGOTS PAND UTILITY CONNECTIONS
P
EDGE DOCK LEVELER
FENCE
R
CONCRETE R
1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF
MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF
1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT CONTROL ACT.
2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL
PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER
STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL
MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.
3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION
CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.
4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES
AS REQUIRED BY STATE AND LOCAL GOVERNING AUTHORITIES.
5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE
EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY
NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.
6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE
CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR
WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN
DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.
7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION
CONTROL MEASURES AS REQUIRED AND SHOWN ON PLANS.
8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM
STRUCTURES AFFECTED BY THIS PROJECT.
9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE
CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION.
REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS WHERE INFILTRATION
PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.
10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED.
STREETS SHALL BE SWEPT WEEKLY.
SESC NOTES
C2.1
1 INLET PROTECTION
FABRIC DROP, TYP.
C2.1
1 INLET FILTER, TYP
REMOVE EXISTING BITUMINOUS ASPHALT
ADD ALTERNATE #1
ADD ALTERNATE #1
CONCRETER
REMOVE CONCRETE
CONCRETER
WORKOUT SEQUIPMENT
WORKOUT SEQUIPMENT
WORKOUT SEQUIPMENT
TABLES ANCHORED TO CONCRETE WITH CHAIN, TYP.S
S
HORSESHOE EQUIPMENT
R
CONCRETE P
FROST FREE FOOTING, ALL DOORS, TYPP
FROST FREE FOOTING, ALL DOORS, TYPP
FROST FREE FOOTING, ALL DOORS, TYPP
DOWN SPOUTS P
NO SCALE
Inlet Protection-Fabric Drop
INSTALLATION DETAIL
STANDARD SYMBOL
2'-0"
ISOMETRIC VIEW
4'-0"
3' -0
INLET
GRATE
1" REBAR FOR
BAG REMOVAL
FROM INLET
DOWN SPOUTSP
DOWN SPOUTSP
TABLES ANCHORED TO CONCRETE WITH CHAIN, TYP.
CAUTION:
TUNNEL NO CONSTRUCTION TRAFFIC
COURTYARD B2/3
COURTYARD C1/4
COURTYARD C2/3
COURTYARD B2/3
COURTYARD C2/3
COURTYARD C1/4
CONTRACTOR TO KEEP ONE
MEANS OF INGRESS/EGRESS OPEN
DURING COURTYARD
CONSTRUCTION
DOWN SPOUTS P
1INLET PROTECTION-FABRIC
DROP, TYP.
WALKING TRACK P
CONCRETER
CONTRACTOR TO KEEP ONE
MEANS OF INGRESS/EGRESS OPEN
DURING COURTYARD
CONSTRUCTION
CONCRETER
CONTRACTOR TO KEEP ONE
MEANS OF INGRESS/EGRESS OPEN
DURING COURTYARD
CONSTRUCTION
AT TOP OF LOADING DOCK
BASE BID
CAUTION:
TUNNEL NO CONSTRUCTION TRAFFIC
REMOVE ASPHALT AND CONCRETE IN COURTYARDS.
ADD ALTERNATE NO.1
REMOVE ASPHALT AND CONCRETE IN COURTYARDS.
ADD ALTERNATE NO.1
REMOVE ASPHALT AND CONCRETE IN COURTYARDS.
ADD ALTERNATE NO.1
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CB427 RIM=990.93
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CB497 RIM=990.29
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CB630 RIM=991.46
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MH607 RIM=990.81
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MH358 RIM=994.68
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MH552 RIM=994.24
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MH581 RIM=993.21
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CONCRETE
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GRASS
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GRASS
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GRASS
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GRASS
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ASPHALT
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LANDSCAPING
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CONCRETE
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STEPS
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GRAVEL
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GRASS
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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GRAVEL
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GRAVEL
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ASPHALT
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GRASS
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PHONE
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PHONE
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BENCH
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BENCH
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BENCH
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BENCH
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ASPHALT
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CONCRETE
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GRAVEL
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STONE
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STONE
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GRASS
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GRASS
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GRASS
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GRASS
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STONE
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GRASS
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STONES
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ASPHALT
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GRASS
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GRASS
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14 MAPLE
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4" PVC N
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IE=991.46
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4" PVC N
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IE=991.47
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GRASS LINE
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BB HOOP
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SPIGOT
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BB HOOP
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CONDUIT
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GRATE
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SPIGOT
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SPIGOT
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BB HOOP
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BB HOOP
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PHONE
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PHONE
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SPIGOT
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CONCRETE
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BB HOOP
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BB HOOP
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AC
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AC
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CB1058 RIM=996.25
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OUTLET
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ELEC BOX
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SPIGOT
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SPIGOT
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SPIGOT
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MH833 RIM=997.26
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MH974 RIM=997.39
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GRAVEL
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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GRAVEL
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CONCRETE
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ASPHALT
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ASPHALT
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ASPHALT
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WALL
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GRAVEL
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BUSHES
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BB HOOP
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SPIGOT
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PHONE
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SPIGOT
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BB HOOP
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GRASS
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ASPHALT
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BENCH
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BENCH
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CONCRETE
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BB HOOP
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BB HOOP
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/23287.JLM
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SHEET
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IDENTIFICATION NO.
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FILE NO.
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PRELIMINARY
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CHECKED: KE, JB
AutoCAD SHX Text
DRAWN: MK, FJ
AutoCAD SHX Text
DESIGNED: JB, KE
AutoCAD SHX Text
DATE
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APPROVED: KE, JB
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text 01.26.2024
AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement
AutoCAD SHX Text
STATE OF MICHIGAN
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
DESIGN AND CONSTRUCTION DIVISION
AutoCAD SHX Text
ADAM P. LACH, RA, DIRECTOR
AutoCAD SHX Text
STATE FACILITIES ADMINISTRATION
AutoCAD SHX Text C2.1
Demolition and Soil Erosion and Sedimentation Control Plans
ROLL CURB &
GUTTER/MDOT D2
ASPHALT TO
GRASS
S
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0 10050 300150
LAYOUT & MATERIALS LEGEND
C5.0
MILLINGS FROM ASPHALT REMOVALS
CAN BE PLACED AND COMPACTED HERE
2nd STREET
2nd STREET
4t h
ST
RE
ET
1s t S
TR
EE
T
3rd STREET
STATE STREET
EXISTING BUILDING
S.D. CONCRETE PAVEMENT
CONTROL JOINT
EXPANSION JOINT
H.D. CONCRETE PAVEMENT
CONTROL JOINT
EXPANSION JOINT
CONCRETE CURB & GUTTER
LIMIT OF WORK LINE
PARCEL LINE
RIGHT-OF-WAY LINE
LAYOUT & MATERIALS NOTES
1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA
STANDARDS.
2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF
MATERIAL UNLESS OTHERWISE NOTED.
3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING
LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.
4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH
OWNER'S REPRESENTATIVE.
5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED
TO OWNER'S REPRESENTATIVE.
BUILDING B, STANDARD DUTY ASPHALT
STANDARD DUTY ASPHALT
LOADING DOCK, HEAVY DUTY ASPHALT
LOADING DOCK AND BUILDING B, CONCRETE PAVEMENT
S.D. COLORED CONCRETE PAVEMENT
CONTROL JOINT
EXPANSION JOINT
LAWN RESTORATION
12" TOPSOIL FOR PLANTING BEDS
C5.1
STANDARD CURB &
GUTTER/MDOT F4 C5.0
STANDARD CURB &
GUTTER/MDOT F4 C5.0
STANDARD CURB &
GUTTER/MDOT F4 C5.0
ASPHALT MILLING DEPOSITS
PRIORITY DEPOSIT AREAS
SECONDARY DEPOSIT AREAS
ALL DEMOLITION AND RESTORATION NOTED FOR 2ND ST. AND 3RD ST.
ADD ALTERNATE NO.2
SECONDARY DEPOSIT AREAS
SECONDARY DEPOSIT AREAS
AutoCAD SHX Text
ISSUED FOR
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FINAL RECORD
AutoCAD SHX Text
CONSTRUCTION
AutoCAD SHX Text
472/23287.JLM
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CHECKED: KE, JB
AutoCAD SHX Text
DRAWN: MK, FJ
AutoCAD SHX Text
DESIGNED: JB, KE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED: KE, JB
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text 01.26.2024
AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement
AutoCAD SHX Text
STATE OF MICHIGAN
AutoCAD SHX Text
DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
AutoCAD SHX Text
DESIGN AND CONSTRUCTION DIVISION
AutoCAD SHX Text
ADAM P. LACH, RA, DIRECTOR
AutoCAD SHX Text
STATE FACILITIES ADMINISTRATION
AutoCAD SHX Text C3.0
Layout And Materials Plan
U D
U D
UD
UD
UD
UD
UD
UD
UD
UD
U D
.1
5'
S
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Pl an ni ng
E ng in ee ri ng
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R ae d er , I n c.
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A nn
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FOOD SERVICE LOADING AREA
BUILDING B AREA
BUILDING B AREA
0 3015 9045
ALL DRAWINGS SHOWN AT 1" = 30'
S.D. CONCRETE PAVEMENT
CONTROL JOINT
EXPANSION JOINT
LAYOUT & MATERIALS LEGEND
H.D. CONCRETE PAVEMENT
CONTROL JOINT
EXPANSION JOINT
CONCRETE CURB & GUTTER
LIMIT OF WORK LINE
PARCEL LINE
RIGHT-OF-WAY LINE
LAYOUT & MATERIALS NOTES
1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA
STANDARDS.
2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF
MATERIAL UNLESS OTHERWISE NOTED.
3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING
LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.
4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH
OWNER'S REPRESENTATIVE.
5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED
TO OWNER'S REPRESENTATIVE.
BUILDING B, STANDARD DUTY ASPHALT
STANDARD DUTY ASPHALT
LOADING DOCK, HEAVY DUTY ASPHALT
LOADING DOCK AND BUILDING B, CONCRETE PAVEMENT
C5.0
5COURTYARD,
ASPHALT
S.D. COLORED CONCRETE PAVEMENT
CONTROL JOINT
EXPANSION JOINT
6" UNDERDRAIN
REBUILD STRUCTURE
C5.0
11STANDARD CURB & GUTTER
WITH UNDERDRAIN
C5.0
4BUILDING B, CONCRETE
PAVEMENT
C5.0
10 CONCRETE RAMP-
TYPE 2
C5.0
11 STANDARD CURB & GUTTER
WITH UNDERDRAIN
C5.0
2 STANDARD DUTY
ASPHALT
C5.0
1 LOADING DOCK,
HEAVY DUTY ASPHALT
C5.0
2STANDARD DUTY
ASPHALT
C5.0
12 EDGE DOCK LEVEL
ADD ALT. #1
BASE BID
CONCRETE AND EDGE DOCK LEVER
C5.0
5COURTYARD,
ASPHALT
C5.0
5COURTYARD,
ASPHALT
C5.0
10CONCRETE RAMP-
TYPE 2
LAWN RESTORATION
12" TOPSOIL FOR PLANTING BEDS
LAWN RESTORATION, TYP.
REGRADE LAWN AREA TO
ELIMINATE BERM TO ALLOW FOR
POSITIVE DRAINAGE TO THE
SOUTH.
C5.0
4LOADING DOCK AND BUILDING
B, CONCRETE PAVEMENT
C5.0
4 LOADING DOCK AND BUILDING
B, CONCRETE PAVEMENT
CAUTION:
TUNNEL NO CONSTRUCTION TRAFFIC
REPAIR STRUCTURE
C5.0
4 LOADING DOCK AND BUILDING
B, CONCRETE PAVEMENT
COURTYARD B2/3
COURTYARD C1/4
COURTYARD C2/3
COURTYARD B2/3
COURTYARD C2/3
COURTYARD C1/4
EXISTING GRAVEL WALK
C5.1
4 CONCRETE WALL EXTENSION
C5.1
2FROST FREE FOOTING
FOOD SERVICE/LOADING DOCK
ALTERNATE DESIGN OF COURTYARDS FEATURING CONCRETE WALKS AND PLANTINGS.
SEE SHEET C3.2
ADD ALTERNATE NO.1
C5.0
4LOADING DOCK AND BUILDING
B, CONCRETE PAVEMENT
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AC
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AC
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BUSHES
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ISSUED FOR
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FINAL RECORD
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CONSTRUCTION
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472/23287.JLM
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
IDENTIFICATION NO.
AutoCAD SHX Text
FILE NO.
AutoCAD SHX Text
PRELIMINARY
AutoCAD SHX Text
CHECKED: KE, JB
AutoCAD SHX Text
DRAWN: MK, FJ
AutoCAD SHX Text
DESIGNED: JB, KE
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED: KE, JB
AutoCAD SHX Text
TUEBOR
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text M
AutoCAD SHX Text P
AutoCAD SHX Text U
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text E
AutoCAD SHX Text Created by Robert W. Loftis
AutoCAD SHX Text 01.26.2024
AutoCAD SHX Text State of Michigan Lakeland Correctional Facility - Paving Repairs and Replacement
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STATE OF MICHIGAN
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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET
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DESIGN AND CONSTRUCTION DIVISION
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ADAM P. LACH, RA, DIRECTOR
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STATE FACILITIES ADMINISTRATION
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Layout And Materials Plan
File details come from the government source that posted it. Updated .