472_21357_SMD Drawings.pdf

PDF 2 MB Posted Mar 31, 2023

Attached to: 472/21357. SMD; Michigan Reformatory - Building Demolitions
Solicitation number: RFQ - 171 - 230000000304
Issued by: Ionia County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of drawings for the demolition of a building at the Michigan Reformatory in Ionia, Michigan, which is being managed by the State of Michigan Department of Technology, Management and Budget Facilities Administration. The drawings provide details on the scope of work, which includes demolishing an existing barn and removing all underground utilities, as well as installing sedimentation control measures. The project requires the contractor to obtain all necessary permits and have a state-certified stormwater operator on site. Bid submissions must be uploaded to the SIGMA VSS system, and any questions should be emailed directly to the project manager. The bid deadline is 2:00 PM on the specified date.

The drawings provide specifics on the existing building layout and construction, including dimensions, materials, and structural elements. Pricing and funding details are not included in the document, but the project is being funded by the State of Michigan. There are no set-asides or incumbent contractors mentioned, and the contract term and renewal options are not specified.

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Other files

File	Type	Posted
472_21357_SMD Appendix VI - Photos 8 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 5 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 4 of 9.pdf	PDF	Mar 31, 2023
Addendum 1 21357.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 1 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 9 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 7 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 2 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 3 of 9.pdf	PDF	Mar 31, 2023
472_21357_SMD Specifications.pdf	PDF	Mar 31, 2023
472_21357_SMD Appendix VI - Photos 6 of 9.pdf	PDF	Mar 31, 2023
LEIN Request 21357.pdf	PDF	Mar 31, 2023
Advertisement 21357R1.pdf	PDF	Mar 31, 2023

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'-0

123'-0"

'-0

"14'-138"

7' -0

123'-0" 1'-5"

1'-

W A

EXISTING BARN

EXISTING EQUIPMENT SHED

STORAGE BUILDING

INSTALL SEDIMENTATION CONTROL FENCE AT START OF CONSTRUCTION

MAINTAIN FENCE AND REMOVE AFTER GRASS IS ESTABLISHED

FIBER OPTIC LINE TO

REMAIN. PROTECT

DURING CONSTRUCTION.

INSTALL FILTER

FABRIC BAG IN

CATCH BASEN

DURING

CONSTRUCTION

EXISTING CONCRETE DRIVEWAY

TO REMAIN. PROTECT DURING

DEMOLITION ACTIVITIES. PATCH/

REPAIR ANY SECTION DAMAGED

BY DEMOLITION ACTIVITIES.

REMOVE EXISTING

CONCRETE PAD

TEMPORARY SNOW FENCE

APPROX. 30'-O FROM BUILDING PARAMETER

STEAM LINE COVER

PUMP HOUSE

DEMOLISH EXISTING BARN, AND REMOVE FOOTING AND BURIED ABANDONED

UTILITIES. (STEAM PIPE, ELECTRICAL, AND WATER). DISPOSE OR RECYCLE ALL MATERIALS

INCLUDING ABANDONED EQUIPMENT AND MACHINERY LEFT INSIDE BUILDING.

AFTER BUILDING REMOVAL, REGRADE AREA FROM

EXISTING DRIVE TO APPROX. 30' SOUTH OF BUILDING.

GRADE SHALL BE EVENLY SLOPED AND EASED INTO

THE EXISTING SLOPE AT EAST AND WEST LIMITS.

SLOPE OF FINISHED

GRADE AFTER

REGRADING

CONTRACTOR

PARKING AND

STAGING AREA

REMOVE STEAM LINES (APPROX. 20')

EXISTING SANITARY PIPE,

PLUG AND REMOVE PIPE

TO BARN

EXISTING SANITARY PIPE

TO REMAIN

EXISTING PEDESTAL

TO REMAIN.

REMOVE EXISTING SANITARY LINES

REMOVE EXISTING WATER SUPPLY PIPE.

CAP NEAR DRIVEWAY. EXISTING PIPE

UNDER DRIVEWAY TO REMAIN.

NOTE: ELECTRICAL SERVICE IS

ALREADY DISCONNECTED FROM THE

BUILDING AND TERMINATED AT THE

EXISTING POLE.

FIBER OPTIC LINE TO

REMAIN. PROTECT

DURING CONSTRUCTION.

NOTE:

EMPLOY GROUND PENETRATING

RADAR TO LOCATE EXISTING

UNDERGROUND UTILITIES

AROUND THE ENTIRE BARN.

W A

W. M

AIN ST

BLUEWATER HWY M-21

YEOMANS ST

W LINCOLN AVE

W A

MICHIGAN

REFORMATORY

BARN

MAINTENANCE

OFFICE

POWER HOUSE

CITY OF

IONIA

ENTRY DRIVE TO

MAINTENANCE

BUILDING

SOIL EROSION AND SEDIMENTATION CONTROL

1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS AND

SPECIFICATIONS OF THE STATE OF MICHIGAN. CONTRACTOR IS RESPONSIBLE FOR OBTAINING

ALL PERMITS AND FOR ALL APPLICABLE FEES.

2.CONTRACTOR IS RESPONSIBLE FOR PROVIDING A STORM WATER OPERATOR CERTIFIED BY

THE STATE OF MICHIGAN.

3.ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO

COMMENCEMENT OF ANY EXCAVATION OPERATIONS.

4.DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR'S STORM WATER OPERATOR TO

DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY

NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY.

5.ANY EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE

SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR IN WATERWAYS.

WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM

DRAINS, LAKES OR PONDS.

6.EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE

FIRST STEP IN DEMOLITION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER

AGAINST ANY TRANSPORTING OF SILT OFF THE SITE.

7.CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL

MEASURES AS REQUIRED AND AS DIRECTED ON THESE PLANS.

8.CONTRACTOR SHALL MAINTAIN CLEAN STREET SURFACES STREET SWEEPING SHALL TAKE

PLACE AT THE END OF EACH DAY AT A MINIMUM. CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONS TO PREVENT THE VEHICULAR TRACKING OF SOILS OFF-SITE AND ONTO PUBLIC

STREETS AND ROADS, INCLUDING INSTALLATION OF STABILIZED CONSTRUCTION ACCESS

POINTS IF REQUIRED BY THE ENGINEER OR THE STATE OF MICHIGAN.

9.PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR

ANY DISTURBED LAND AREA SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL

GRADING OR THE FINAL EARTH CHANGES HAVE HAVE BEEN COMPLETED. WHEN IT IS NOT

POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER AN EARTH CHANGE HAS

BEEN COMPLETED OR WHERE SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY

SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED WITHIN 30 CALENDAR DAYS. ALL

TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT

SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED. ALL PERMANENT SOIL EROSION

CONTROL MEASURES WILL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF

COMPLIANCE IS ISSUED.

10.DEMOLITION PLAN IS ENGINEERED IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.

ACCEPTANCE OF PLAN BY PERMITTING AUTHORITIES DOES NOT ENSURE THAT ADDITIONAL

EROSION CONTROL MEASURES WILL NOT BE REQUIRED. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING AND INSTALLING ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE AND

LOCAL AUTHORITIES THROUGH PROJECT COMPLETION.

11.AFTER PROJECT COMPLETION, THE FACILITY IS RESPONSIBLE FOR MAINTAINING PERMANENT

EROSION CONTROL MEASURES.

12. THE CONTRACTOR SHALL HAVE AVAILABLE ON SITE A WATER TRUCK OR OTHER READY

SUPPLY OF WATER TO CONTROL AND/OR PREVENT THE PRODUCTION OF DUST ARISING FROM

THE CONTRACTOR'S CONSTRUCTION OPERATIONS AND SHALL PERFORM ALL REQUIRED

MEASURES TO PREVENT THE WINDBORNE TRANSPORT OF DUST TO OFF-SITE AREAS.

MDOC- MICHIGAN REFORMATORY

BUILDING DEMOLITION

OWNER: STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES ADMINISTRATION

LOCATION MAP

NO SCALE

EROSION CONTROL DETAILS

1 1/2" = 1'-0"

SITE PLAN

1/16" = 1'-0"

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

AD1

RELEASED FOR BIDS 03/10/2023

90% OWNER REVIEW 03/07/2023

COVERSHEET, SITE PLAN, &

SEDIMENTATION DETAILS

MICHIGAN REFORMATORY

BUILDING DEMOLITION

FILE NO: 472/21357.SMD

SHEET INDEX

AD1 COVERSHEET, SITE PLAN AND SEDIMENTATION DETAILS

AD2 FLOOR PLAN, ELEVATIONS AND SECTION OF BARN

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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION

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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC.

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SHEET FLOW

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UNDISTURBED VEGETATION.

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WHERE CURB OCCURS, EXTEND FABRIC OVER CURB AND TUCK IN BEHIND CURB.

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INSTALL FILTER FABRIC IN CATCH BASIN BELOW GRATE.

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EXTEND FABRIC 1'± BEYOND EDGE OFGRATE.

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EXISTING CATCH BASIN

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EROSION CONTROL - CATCH BASINS

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EROSION CONTROL - SILT FENCE

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AutoCAD SHX Text Project No: 2237

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1342 W. MAIN ST. IONIA, MI 48846

FILLED IN

WINDOW

WINDOW WITH

METAL SCREEN

6" LAP SIDING

CONC. COLUMNS

ASPHALT SHINGLES

VENTS

WINDOW WITH

METAL SCREEN

'-4

1'-6"

METAL

STAIR

CONC.

COLUMNS

6" LAP SIDING WOOD PANELS

'-1

1'-

4'-0"

'-6

'-7

7' -1

1"±

STEAM LINE COVER

'-6

STAIR SUPPORT

COLUMNS

METAL

STAIR

-1

'-0

'-6

1'-

7' -6

'-4

'-1

4" CONC. FLOOR SLAB

5" CONC. FLOOR SLAB

CLAY TILE

'-0

1'-0"

ASPHALT SHINGLES

FLOOR SUPPORT COLUMNS

WOOD PANEL WALLS

6" LAP SIDING

WOOD PANELS

2X WOOD BRACING

2X WOOD STUDS @24" O.C. ±

1X WOOD BRACES/ TIES EACH SIDE OF RAFTERS

WOOD TIES

@ 4'-0" O.C. ±

2X WOOD RAFTERS @24 O.C. ±

1X WOOD BRACE/TIES

EACH SIDE OF RAFTER

EXISTING BARN

EXISTING REINFORCED CONCRETE COLUMNS, TYP.

EXISTING REINF.CONC. COLUMN

EXISTING STRUCTURAL CLAY TILE

INFILL , TYPICAL

STUD WALL

TYP.

STEEL BEAM

AND PIPE COLUMN

UP TO LOFT

EXISTING WOOD COLUMNS

ANCHORED TO FLOOR AND

SLAB ABOVE, TYPICAL

EXISTING CONCRETE SLAB

TO BE REMOVED

P e t t i t t Y a s t e

S t r a u b

200S

LAWSON,C MICHIGAN

UITE

48017-1311

F A X248-658-7781 248-658-7777 P H O N E

C850 NORTH ROOKS ROAD

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

O F

A N

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

AD2

RELEASED FOR BIDS 03/10/2023

90% OWNER REVIEW 03/07/2023

FLOOR PLAN, ELEVATIONS &

SECTIONS OF EXISTING BARN

MICHIGAN REFORMATORY

BUILDING DEMOLITION

FILE NO: 472/21357.SMD

2 1/8"=1'-0"

WEST ELEVATION

4 1/8"=1'-0"

EAST ELEVATION

6 1/8"=1'-0"

CROSS SECTION

3 1/8"=1'-0"

SOUTH ELEVATION

1 1/8"=1'-0"

NORTH ELEVATION

CLAY

TILE

5 3/32"=1'-0"

FLOOR PLAN (FIRST FLOOR)

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AutoCAD SHX Text Project No: 2237

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1342 W. MAIN ST. IONIA, MI 48846

File details come from the government source that posted it. Updated Apr 3, 2024.