G ROBERT COTTON 472.20020.RWG CONSTRUCTION DRAWINGS 7-9.pdf

PDF 6 MB Posted

Attached to
472/20020. RWG; Cotton CF - Drives Walks, & Parking Lot Reno
Solicitation number
RFQ - 171 - 240000000324
Issued by
Jackson County, Michigan

About this file

This document is a set of construction drawings for the Robert Cotton Correctional Facility in Jackson, Michigan related to a state contract opportunity. The drawings provide details on the renovation of the facility's drives, walks, and parking lots, including the removal of existing bituminous and concrete paving, replacement of curb and gutter, and preparation of the site for construction. Benchmark and elevation information is provided, as well as a legend identifying various site elements such as exposed aggregate paving, concrete paving, brick seat walls, and rain garden plantings. The state contract opportunity is identified as File #472/20020.RWG, with a bid set date of 03.04.2024. The contract specifications indicate that contractors must utilize ground-penetrating radar to locate all utilities on site, protect existing trees not marked for removal, and complete each construction phase with no outstanding items prior to beginning the next phase.

The contract opportunity is for the state of Michigan's Department of Technology, Management and Budget. All work must comply with the Michigan Building Code, ADA Accessibility Guidelines, and the Americans with Disabilities Act. Contractors are instructed to direct any questions to the landscape architect via email, rather than submitting online through the state's procurement system. Electronic bid submissions have specific size and delivery requirements. An incumbent contractor is not identified.

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12"WM(PR)

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EXPOSED AGGREGATE PAVING

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BRICK SEATWALL, TYP.

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COVERED TRENCH DRAIN

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SHADE SHELTER

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LANDSCAPE EDGER

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EXPOSED AGGREGATE PAVING

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BENCH, TYP. OF 3

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LANDSCAPE EDGER

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CONCRETE PAVING - 4" DEPTH

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EVE LINE OF SHADE SHELTER

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EXISTING WALL

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EXISTING STORM DRAIN INLET, FIELD VERIFY LOCATION

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EXISTING FENCE AND GATE TO REMAIN

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EXISTING GATE TO REMAIN

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GROUTED RIP RAP

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AutoCAD SHX Text SITE GENERAL NOTES 1. SITE PLAN SHOWN FOR GENERAL INFORMATION AND DETAIL REFERENCE ONLY. SEE FOLLOWING PLAN SHEETS FOR SITE REMOVALS, EXISTING CONDITIONS, LAYOUT, GRADING, AND PLANTING INFORMATION. 2. SEE STAFF COURTYARD PLANTING PLAN (C6.1) FOR DETAILED PLANT INFORMATION.

AutoCAD SHX Text COMPLIANCE: - ALL CONSTRUCTION SHALL CONFORM TO ALL ASPECTS OF THE STATE OF MICHIGAN BUILDING CODE (MBC), THE ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) AND THE AMERICANS WITH DISABILITIES ACT(ADA). ALL WORK BY THE CONTRACTOR FOR COMPLETE EXECUTION OF THIS PROJECT SHALL MEET OR EXCEED LAWS, GUIDELINES, AND STATUTES IN EVERY SITUATION. IN THE EVENT THE CONTRACTOR BELIEVES THAT ANY PORTION OF THE WORK IS INCONSISTENT WITH THE MBC, ADAAG, AND ADA THEY MUST IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT.

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COURTYARD SITE LEGEND

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DETAIL NUMBER SHEET NUMBER

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EXPOSED AGGREGATE PAVING

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4" CONCRETE PAVING

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BRICK SEATWALL

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RAIN GARDEN PLANTINGS

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COURTYARD SITE LEGEND

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DETAIL NUMBER SHEET NUMBER

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EXPOSED AGGREGATE PAVING

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4" CONCRETE PAVING

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BRICK SEATWALL

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RAIN GARDEN PLANTINGS

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DRIVES, WALKS, PARKING LOT RENO

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3500 N ELM AVE JACKSON, MI 49201

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ARCHITECT PROJECT#

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SHEET

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PRELIMINARY

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CONSTRUCTION

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ISSUED FOR

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IDENTIFICATION NO.

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DATE

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BID SET 03.04.2024

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

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ROBERT COTTON CORRECTIONAL FACILITY

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STATE FILE #

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472/20020.RWG

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SCALE: 1" = 10'

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STAFF COURTYARD PLAN

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STAFF COURTYARD SITE ENLARGEMENT PLAN

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EXISTING BITUMINOUS PAVING TO REMAIN

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EXISTING GATE TO REMAIN

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EXISTING GATES TO REMAIN

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EXISTING WALL TO REMAIN

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EXISTING WALL TO REMAIN

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NEW TO EXISTING CONCRETE

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EXISTING CONCRETE TO REMAIN

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EXISTING GATE AND CONTROL BOX TO REMAIN

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EXISTING BITUMINOUS PAVING TO REMAIN

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EXISTING LIGHT POLE TO REMAIN, TYP.

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EXISTING WALL TO REMAIN

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EXISTING DRINKING FOUNTAIN TO REMAIN

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EXISTING PATHWAY TO BALL FIELD TO REMAIN

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CAP AND PAVE OVER EXISTING MANHOLE

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CAP AND PAVE OVER EXISTING MANHOLE

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#700 BLDG.

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#400 BLDG.

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#500 BLDG.

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EXISTING DOOR APPROACHES TO REMAIN, TYP.

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#300 BLDG.

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EXISTING FENCE TO REMAIN. DO NOT DISTURB

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REMOVE CONCRETE PAVING TYP, COMPLETE

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REMOVE BITUMINOUS PAVING TYP, COMPLETE

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EXISTING WALL TO REMAIN

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PROPOSED WORK SHOWN FOR COORDINATION

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EXISTING CONDITIONS AND REMOVALS LEGEND

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SAW CUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER, TYP.

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EXISTING CONCRETE PAVING TO BE REMOVED COMPLETE

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EXISTING AREA TO BE PREPARED FOR CONSTRUCTION

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REPLACE EXISTING CASTING WITH WELDED MANHOLE COVER. COVER WITH TOPSOIL AND SEED.

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REMOVE EXISTING TREES COMPLETE

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SAW CUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER, TYP.

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EXISTING CONCRETE PAVING TO BE REMOVED COMPLETE

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EXISTING AREA TO BE PREPARED FOR CONSTRUCTION

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REPLACE EXISTING CASTING WITH WELDED MANHOLE COVER. COVER WITH TOPSOIL AND SEED.

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REMOVE EXISTING TREES COMPLETE

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DRIVES, WALKS, PARKING LOT RENO

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3500 N ELM AVE JACKSON, MI 49201

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ARCHITECT PROJECT#

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SHEET

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PRELIMINARY

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CONSTRUCTION

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IDENTIFICATION NO.

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DATE

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BID SET 03.04.2024

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

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ROBERT COTTON CORRECTIONAL FACILITY

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STATE FILE #

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472/20020.RWG

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SCALE: 1" = 40'

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EXISTING CONDITIONS AND REMOVALS PLAN

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EXISTING CONDITIONS AND REMOVALS PLAN

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AutoCAD SHX Text EXISTING CONDITIONS AND REMOVALS NOTES: 1. SURVEY PROVIDED BY LRE. SURVEY PROVIDED BY LRE. 2121 3 MILE RD. NW. WALKER, MI 49544 PHONE: 616-301-7888. 2. THE CONTRACTOR IS TO LOCATE ALL UTILITIES THE CONTRACTOR IS TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION OPERATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES CAUSED BY THEIR WORK. CONTACT MISS DIG FOR CONFIRMATION OF UTILITY LOCATIONS (1-800-482-7171). 3. CONTRACTOR MUST UTILIZE GPR TO LOCATED ALL CONTRACTOR MUST UTILIZE GPR TO LOCATED ALL UTILITIES ON SITE. 4. PROTECT ALL TREES NOT MARKED FOR REMOVAL. PROTECT ALL TREES NOT MARKED FOR REMOVAL. DO NOT OPERATE EQUIPMENT, STORE, STOCKPILE, OR PARK EQUIPMENT WITHIN DRIPLINE OF TREES TO REMAIN. HOLD NECESSARY DISTURBANCE TO A MINIMUM. WHEN TREE ROOTS ARE ENCOUNTERED THEY SHALL BE CUT CLEANLY NOT RIPPED OR TORN. 5. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGE TO ITEMS NOT SCHEDULED FOR REMOVAL. 6. REMOVAL ITEMS SHOWN ARE BASED ON BEST REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL WALK THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO THE LANDSCAPE ARCHITECT. 7. HYDROVACING IS REQUIRED FOR ALL TRENCHING, HYDROVACING IS REQUIRED FOR ALL TRENCHING, HOLES DEEPER THAN 24" AND ANY KNOWN UTILITIES. 8. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL AND DISTRIBUTE A MINIMUM OF 4" OF TOPSOIL, UNLESS OTHERWISE NOTED, ON ALL DISTURBED AREAS AT COMPLETION OF SITE GRADING. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER PLANTING PLANS AND SPECIFICATIONS. 9. ALL WORK SHALL BE SECURED AND CONTRACTOR ALL WORK SHALL BE SECURED AND CONTRACTOR SHALL UTILIZE ORANGE BARRELS AND SNOW FENCING DURING ACTIVE CONSTRUCTION TO RESTRICT PEDESTRIAN ACCESS. 10. EACH PHASE MUST BE COMPLETED WITH NO EACH PHASE MUST BE COMPLETED WITH NO OUTSTANDING CONSTRUCTION ITEMS PRIOR TO BEGINNING REMOVALS ON SUBSEQUENT PHASES.

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EXISTING CONCRETE PAD TO REMAIN

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REMOVE CONCRETE CURB AND GUTTER TYP, COMPLETE

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SAWCUT AND REMOVE AS NECESSARY FOR GUTTER INSTALLATION

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REMOVE BITUMINOUS PAVING, COMPLETE

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EXISTING CONCRETE REMAINS

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REMOVE EXISTING SPLIT RAIL FENCE, COMPLETE

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REMOVE CONCRETE PAVING, COMPLETE

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EXISTING COVERED PARKING TO REMAIN

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SAW CUT, REMOVE AND REPLACE EXISTING CURB AND GUTTER, TYP.

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REPLACE EXISTING CASTING WITH WELDED MANHOLE COVER. COVER WITH TOPSOIL AND SEED.

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REMOVE EXISTING TREES COMPLETE

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EXISTING CONCRETE PAVING TO BE REMOVED COMPLETE

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REPLACE EXISTING CASTING WITH WELDED MANHOLE COVER. COVER WITH TOPSOIL AND SEED.

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REMOVE EXISTING TREES COMPLETE

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DRIVES, WALKS, PARKING LOT RENO

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3500 N ELM AVE JACKSON, MI 49201

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ARCHITECT PROJECT#

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SHEET

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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ISSUED FOR

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IDENTIFICATION NO.

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BID SET 03.04.2024

AutoCAD SHX Text THIS DOCUMENT AND CONTENT ARE THE EXCLUSIVE PROPERTY OF MCSAGROUP,INC. AND MAY NOT BE UTILIZED OR REPRODUCED WITHOUT THE WRITTEN PERMISSION OF MCSAGROUP,INC. COPYRIGHT (C) 2021

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ROBERT COTTON CORRECTIONAL FACILITY

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STATE FILE #

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472/20020.RWG

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SCALE: 1" = 40'

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EXISTING CONDITIONS AND REMOVALS PLAN

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EXISTING CONDITIONS AND REMOVALS PLAN

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NTS.

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SHEET KEY REFERENCE

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SHEET C3.1

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SHEET C3.2

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SHEET C3.3

EXISTING CONDITIONS AND REMOVALS NOTES: 1. SURVEY PROVIDED BY LRE. SURVEY PROVIDED BY LRE. 2121 3 MILE RD. NW. WALKER, MI 49544 PHONE: 616-301-7888. 2. THE CONTRACTOR IS TO LOCATE ALL UTILITIES THE CONTRACTOR IS TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION OPERATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGES TO UTILITIES CAUSED BY THEIR WORK. CONTACT MISS DIG FOR CONFIRMATION OF UTILITY LOCATIONS (1-800-482-7171). 3. CONTRACTOR MUST UTILIZE GPR TO LOCATED ALL CONTRACTOR MUST UTILIZE GPR TO LOCATED ALL UTILITIES ON SITE. 4. PROTECT ALL TREES NOT MARKED FOR REMOVAL. PROTECT ALL TREES NOT MARKED FOR REMOVAL. DO NOT OPERATE EQUIPMENT, STORE, STOCKPILE, OR PARK EQUIPMENT WITHIN DRIPLINE OF TREES TO REMAIN. HOLD NECESSARY DISTURBANCE TO A MINIMUM. WHEN TREE ROOTS ARE ENCOUNTERED THEY SHALL BE CUT CLEANLY NOT RIPPED OR TORN. 5. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR DAMAGE TO ITEMS NOT SCHEDULED FOR REMOVAL. 6. REMOVAL ITEMS SHOWN ARE BASED ON BEST REMOVAL ITEMS SHOWN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE SHOWN SCHEMATICALLY. THE CONTRACTOR SHALL WALK THE SITE PRIOR TO BID TO BE FULLY FAMILIAR WITH THE EXTENT OF REMOVAL ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS NECESSARY TO COMPLETE CONSTRUCTION. QUESTIONS REGARDING ITEMS TO BE REMOVED SHALL BE DIRECTED TO THE LANDSCAPE ARCHITECT. 7. HYDROVACING IS REQUIRED FOR ALL TRENCHING, HYDROVACING IS REQUIRED FOR ALL TRENCHING, HOLES DEEPER THAN 24" AND ANY KNOWN UTILITIES. 8. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL AND DISTRIBUTE A MINIMUM OF 4" OF TOPSOIL, UNLESS OTHERWISE NOTED, ON ALL DISTURBED AREAS AT COMPLETION OF SITE GRADING. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER PLANTING PLANS AND SPECIFICATIONS. 9. ALL WORK SHALL BE SECURED AND CONTRACTOR ALL WORK SHALL BE SECURED AND CONTRACTOR SHALL UTILIZE ORANGE BARRELS AND SNOW FENCING DURING ACTIVE CONSTRUCTION TO RESTRICT PEDESTRIAN ACCESS. 10. EACH PHASE MUST BE COMPLETED WITH NO EACH PHASE MUST BE COMPLETED WITH NO OUTSTANDING CONSTRUCTION ITEMS PRIOR TO BEGINNING REMOVALS ON THE SUBSEQUENT PHASES.

File details come from the government source that posted it. Updated .