2651524031 Construct Recreational Facilities GAAF DRAWINGS.pdf

PDF 1 MB Posted Jun 20, 2024

Attached to: 511/24305. AGY; GAA - Construct Recreation Facilities
Solicitation number: RFQ 171 240000000490 3
Issued by: Crawford County, Michigan

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Written by GovTribe AI · Mar 13, 2026

This is a design and construction drawing document prepared by the Michigan Department of Military and Veterans Affairs for the construction of recreational facilities at Grayling Army Airfield in Grayling, Michigan. The project, identified as MDMVA Project No. 2651524031, involves the construction of two primary recreational facilities: a 40' x 70' x 8" sand volleyball court and a 60' x 84' x 4" concrete basketball court. The project is being bid on a lump sum basis with no separate payment or adjustments unless specifically indicated in the proposal or when additional work is authorized in writing by the engineer. All work must comply with the applicable drawings and specifications, with the contractor required to maintain a knowledgeable representative on site at all times during construction. Prior to bidding, contractors and their subcontractors are responsible for visiting the site to verify all existing conditions and dimensions. The contractor must notify the design engineer immediately of any deviations from the plan and must field verify all dimensions, bringing any discrepancies to the owner's attention.

The project includes a deductive alternate for the sand volleyball court installation, which encompasses all material, labor, and associated components. All work must comply with applicable Soil Erosion and Sedimentation Control (SESC) regulations under Michigan's 1994 PA 451, Part 91, and the contractor is responsible for preparing and submitting an SESC Implementation Plan for approval prior to commencement of work. The contractor must install temporary erosion and sedimentation control measures, including silt fence placement around construction areas, perform sweeping and dust control as needed, and maintain and inspect SESC measures weekly and after rain events. Permanent soil erosion control measures must be completed within five calendar days after final grading. The project manager is Josh Harris, and the building construction project superintendent is Eric Campbell. All underground utilities must be located by contacting Miss Dig at 1-800-482-7171, with three working days' notice required before any digging commences.

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Other files

File	Type	Posted
Pre-bid walkthrough project procedures.pdf	PDF	Jun 20, 2024
Addendum 1 24305.pdf	PDF	Jun 20, 2024
Meeting Attendance Record.pdf	PDF	Jun 20, 2024
2651524031 Construct Recreational Facilities GAAF Main Specs R1.pdf	PDF	Jun 20, 2024
DTMB-0415 Advertisement (Rev 10-22) Construct Recreational Facilities GAAF R1.pdf	PDF	Jun 20, 2024

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CONSTRUCT RECREATIONAL FACILITIES

UTILITIESC.G.

TS - TITLE SHEET/OVERALL CANTONMENT PLAN

C1 - SITE TOPOGRAPHIC SURVEY, GRADING

PLAN

C2 - SITE DETAILS

AREA OF WORK

GRAYLING ARMY AIRFIELD

GRAYLING, MICHIGAN

MICHIGAN DEPARTMENT OF

MDMVA PROJECT NO. 2651524031

MILITARY AND VETERANS AFFAIRS

BEG BL

.72

SPOT ELE

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TEL.

PED.

.57

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.16

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1146.59

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GENERAL NOTES

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AUGUSTA, MI

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FORT CUSTER.

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NORTH

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VICINITY MAP

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1. BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE BIDS FOR CONSTRUCTION OF ALL WORK SHOWN ON THE PLANS ARE SOLICITED ON A LUMP SUM BASIS. NO SEPARATE PAYMENT OR ADJUSTMENTS TO THE LUMP SUM BID WILL BE MADE UNLESS SPECIFICALLY INDICATED ON THE PLANS AND IN THE PROPOSAL OR WHEN ADDITIONAL WORK IS AUTHORIZED IN WRITING BY THE ENGINEER. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DEVIATION FROM THIS PLAN. 3. THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE THE CONTRACTOR AND HIS SUBCONTRACTORS AND/OR SUPPLIERS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. 4. THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE THE CONTRACTOR SHALL HAVE A KNOWLEDGEABLE REPRESENTATIVE ON SITE SITE AT ALL TIMES DURING WORK UNDER THIS CONTRACT. THIS REPRESENTATIVE SHALL HAVE ON SITE, HIS OWN COPY OF THE CONTRACT SPECIFICATIONS, DRAWINGS AND DMVA APPROVED SHOP DRAWINGS. 5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ANY DISCREPANCIES BROUGHT TO THE OWNER'S ATTENTION. 6. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR TO VERIFY CONDITION OF EXISTING CONSTRUCTION. DOCUMENT ANY EXISTING CONDITION THAT COULD BE MISCONSTRUED AS DAMAGED DURING NEW CONSTRUCTION. NOTIFY THE DMVA OF EXISTING CONDITIONS IN WRITING PRIOR TO THE COMMENCEMENT OF WORK. 7. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS. DRAWINGS ARE NOT TO BE SCALED FOR ANY DIMENSIONS. 8. ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY ALL WORK MUST COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, ANY REVISIONS REQUIRED DUE TO FIELD CONDITIONS MUST BE REVIEWED AND APPROVED BY THE PROJECT MANAGER PRIOR TO CONSTRUCTION. 9. ALL CONDUIT AND PIPE PENETRATIONS IN WALL SHALL BE SEALED. ALL ALL CONDUIT AND PIPE PENETRATIONS IN WALL SHALL BE SEALED. ALL PENETRATIONS IN FIRE RATED WALLS AND IN ALL FLOORS SHALL BE FIRE STOPPED. PROVIDE FLOOR-TO-FLOOR FIRESTOPPING AT ANY VERTICAL VERTICAL PIPING OR CONDUIT PENETRATIONS, WHICH ARE EXPOSED IN THE COURSE THE COURSE OF THIS RENOVATION WORK. 10. ALL WALL MOUNTED DEVICES SHALL BE FULLY CONCEALED UNLESS ALL WALL MOUNTED DEVICES SHALL BE FULLY CONCEALED UNLESS NOTED OTHERWISE. 11. THESE PLANS INDICATE THE APPROXIMATE LOCATION OF KNOWN THESE PLANS INDICATE THE APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES BASED UPON A COMBINATION OF ORIGINAL AND AS-BUILT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE TO HAND DIG, IDENTIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO DEMOLITION OR CONSTRUCTION.

AutoCAD SHX Text SESC PERMIT THROUGH CAMP GRAYLING ENVIRONMENTAL OFFICE. PERMIT WILL BE REQUIRED BEFORE CONSTRUCTION CAN BEGIN.

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PERMITS REQUIREMENTS

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CONTACT INFORMATION

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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PROJECT

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IDENTIFICATION NO.

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DESIGNED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

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BAB

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KMM

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(TOLL FREE) FOR THE LOCATION OF UNDERGROUND FACILITIES

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3 WORKING DAYS

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BEFORE YOU DIG

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CALL MISS DIG

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AutoCAD SHX Text PROJECT MANAGER JOSH HARRIS (517) 481-7553 JOSHUA.R.HARRIS56.NFG@MAIL.MIL BUILDING CONSTRUCTION PROJECT SUPERINTENDENT: ERIC CAMPBELL MELISSA MEAD (989) 344-6386 MEADM4@MICHIGAN.GOV

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1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS AMENDED, MCL 324.9101 ET SEQ.). 2. THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO PREPARE THE CONTRACTOR SHALL REVIEW THE SESC MEASURES IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES SESC IMPLEMENTATION PLAN”, WHICH INDICATES , WHICH INDICATES THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. 3. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT TO EARTHWORK ACTIVITIES. 4. THE CONTRACTOR TO PLACE SILT FENCE AROUND ALL AREAS WHERE SEDIMENT THE CONTRACTOR TO PLACE SILT FENCE AROUND ALL AREAS WHERE SEDIMENT MAY LEAVE THE CONSTRUCTION AREA. 5. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS. 6. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 7. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, 8. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS. 9. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. 10. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 11. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. 12. CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION CONTRACTOR AND ENGINEER SHALL DISCUSS APPROPRIATE CONSTRUCTION ACCESS ROUTES DURING PRE-CONSTRUCTION MEETING. CONTRACTOR & ENGINEER SHALL MARK UP CONSTRUCTION PLAN AND AGREE TO CONSTRUCTION ACCESS ROUTES FOR ALL MATERIALS AND EQUIPMENT. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO ANY DEVIATION FROM ROUTES.

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SESC NOTES

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1. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. 2. UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE PLANS, ALL SIDEWALKS DRIVES, PAVEMENT, CULVERTS, GUARDRAILS, AND UTILITIES SHALL BE PROTECTED. ANY ITEMS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED INCIDENTAL TO CONSTRUCTION. 3. CONTRACTOR SHALL RESTORE AND REPAIR ANY EXISTING CONDITIONS TO CONTRACTOR SHALL RESTORE AND REPAIR ANY EXISTING CONDITIONS TO REMAIN THAT ARE DISTURBED BY CONSTRUCTION. THIS INCLUDES BURIED UTILITIES, LIGHTING, PAVING, DRAINAGE AND LANDSCAPING. 4. ANY AREAS DISTURBED BY CONSTRUCTION THAT ARE OUTSIDE THE ANY AREAS DISTURBED BY CONSTRUCTION THAT ARE OUTSIDE THE CONSTRUCTION AREA SHALL BE RESTORED TO A CONDITION EQUAL OR BETTER THAN BEFORE CONSTRUCTION BEGAN.

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DEMOLITION NOTES

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BEFORE YOU DIG

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CALL MR. SHIRKEY

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3 WORKING DAYS

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FOR SITE OWNED UTILITIES

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FOR PRIMARY SERVICES

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AREA OF WORK MAP

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NOT TO SCALE

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DRAWING INDEX

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1. ALL MATERIAL/LABOR AND PARTS/PIECES ASSOCIATED WITH THE INSTALLATION ALL MATERIAL/LABOR AND PARTS/PIECES ASSOCIATED WITH THE INSTALLATION OF THE SAND VOLLEYBALL COURT.

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DEDUCTIVE ALTERNATE

CONTROL

TOWER

12PR

BLDG 1182

BLDG 1184

BLDG 1186

BLDG 1188

BLDG 1199

C2 B1

C2 V1

11491149

BLDG 1184

BLDG 1186

50.00

40.00 30.00

C2 V1

BLDG 1182

60.00 50.00

39.50

12.00

50.00

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INSTALL NEW 40' X 70' X 8"

SAND VOLLEYBALL COURT.

REMOVE TOPSOIL TO 8"

BELOW GRADE, INSTALL

NEW BEACH GRADE SAND.

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NOTE: SAND FOR COURT

AND COMPACTABLE SAND

FOR BASE (IF NEEDED) IS

AVAILABLE ON GRAYLING

MAIN CAMP 600 AREA.

CONTACT MR. SHIRKEY AT

CAMP GRAYLING FOR ALL

UTILITY LOCATIONS

INSTALL 60' X 84' X 4"

(THICKENED EDGE) CONCRETE

SLAB FOR BASKETBALL COURT.

NEW LOCATION FOR

BUILDING 1189 AND

CONCRETE N.I.C.

PROPOSED SITE PLAN

SCALE: 1" = 30'-0"

VOLLEYBALL DETAIL & DIMENSION PLAN

SCALE: 1" = 20'-0" (DEDUCTIVE ALTERNATE #1)

INSTALL VOLLEYBALL NET

POLES AND NET PER

MANUFACTURERS

RECOMMENDATIONS.

(DEDUCTIVE ALTERNATE #1)

BASKETBALL DETAIL & DIMENSION PLAN

SCALE: 1" = 20'-0"

INSTALL BASKETBALL

POLES AND BACKBOARD

PER MANUFACTURERS

RECOMMENDATIONS.

PAINT 2" COURT LINE AS

SHOWN

EXISTING CONCRETE

SIDEWALK (TYP.)

PROPOSED CONTOURS 1:10

MIN SLOPE

NOTE:

COORDINATE INSTALLATION OF

BASKETBALL POLES AND

VOLLEYBALL POLES. VERIFY

MANUFACTURER

RECOMMENDATIONS FOR

CONCRETE OR CONCRETE

FOOTINGS THAT ARE

REQUIRED.

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BEG TOWER

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TOWER

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END TOWER

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GATEOPENER

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4"PVC

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4"PVC

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3" PVC

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6"PVC

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PRELIMINARY

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CONSTRUCTION

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ISSUED FOR

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PROJECT

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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BAB

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(TOLL FREE) FOR THE LOCATION OF UNDERGROUND FACILITIES

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3 WORKING DAYS

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UTILITIESC.G.

CONCRETE SECTION B-B

NO SCALE

SAND SECTION V-V

NO SCALE (DEDUCTIVE ALTERNATE #1)

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FOR SITE OWNED UTILITIES

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FOR PRIMARY SERVICES

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HAND-TOOLED CONTROL JOINT

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1/4" WIDTH; 1/4 DEPTH OF SLAB

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MEDIUM BROOM

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COMPACTED SUBBASE

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6" X 6" X 1/4" WWF

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FINISH PERPENDICULAR

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TO DIRECTION OF TRAVEL

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CONCRETE SLAB WITH

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COMPACTED SUBGRADE

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(GRANULAR MATERIAL

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AS SPECIFIED)

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SPOILS FROM EXCAVATION TO BE RE-GRADED AROUND PERIMETER OF CONCRETE PAD

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BEACH SAND AVAILABLE ON MAIN

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CAMP IN 600 AREA

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COMPACTED SUBBASE

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COMPACTED SUBGRADE

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(GRANULAR MATERIAL

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AS SPECIFIED)

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SLOPE GRADE AWAY FROM SAND COURT. SPOILS FROM EXCAVATION IF NECESSARY

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NOTE: ALL SPOILS FROM EXCAVATION CAN BE RE-GRADED ON SITE.

Sheets and Views

2651524031 Construct Recreational Facilities_TS-TS

2651524031 Construct Recreational Facilities_C1-C1

C2 Rec-C2

File details come from the government source that posted it. Updated Mar 12, 2026.