519251.A C300 Add #2.pdf

806 KB Posted

Attached to
751/19239. RWG; Gaylord DHQ - Multi-Div. Storage Facility
Solicitation number
RFQ 171 220000000085 6
Issued by
Ottawa County, Fruitport Village, Michigan

About this file

Written by GovTribe AI ·

This is an architectural drawing and site plan addendum for a multi-division storage facility project undertaken by the Michigan Department of Natural Resources in Gaylord, Michigan. The document, prepared by Sidock Group, Inc., depicts the proposed construction layout for a storage building with an optional relocated bullpen area. The project includes grading and site development work with specific elevation requirements, with the proposed building's first floor elevation set at 1324.75 feet. The site plan incorporates utility connections including a 275-linear-foot 2-inch CTS HDPE water service line, septic system integration with a 1000-gallon tank, and coordination with Consumers Power Company for electrical service connection to an existing three-phase power pole. The drawing specifies concrete and asphalt paving areas, gravel surfaces with maximum 8 percent slope maintenance, infiltration areas, and existing tank and drain fields that must be accounted for during construction.

The addendum includes detailed specifications for site drainage, gravel aggregate surface additions, bollard placement coordination with architectural plans, and contractor verification requirements for septic lateral location, diameter, and invert elevation prior to foundation construction. Key site features identified include the existing DNR Service Center, DNR Field Office, repair garage, wells, transformer, and tower. The document references coordination requirements with utility companies and cross-references to mechanical, electrical, and architectural sheets. This appears to be issued for construction purposes, as indicated by the revision date of March 13, 2020, and includes sheet reference designations (C-500 and C-501 series) for detailed construction specifications and details.

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Other files

File Type Posted
751-19239.RWG Addendum #1.pdf PDF
DNR Storage_Civil_12.8.21.pdf PDF
Addendum 2.pdf PDF
DNR Storage_Cover Sheets_12.8.21.pdf PDF
DNR Storage_Struc Note 2_12.8.21.pdf PDF
DNR Storage_Arch_12.8.21.pdf PDF
DNR Storage_Spec_12.8.21.pdf PDF
DNR Storage_Struc Plans_12.8.21.pdf PDF
Bidder's Sign-in Sht_12.21.21.pdf PDF
519251_DNR-Pre-Bid RFI Log_1.10.22.pdf PDF
DNR Storage_Mech_12.08.21.pdf PDF
DNR Storage_Elec_12.8.21.pdf PDF
DNR Storage_Struc Note 1_12.8.21.pdf PDF
751-19239.RWG - DTMB-0415 (Advertisment)(R11-19).pdf PDF
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OPTIONAL BULLPEN

RELOCATED BULLPEN

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100'

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55'

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A C C

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12' 5'

326'

84'

366'

R15'

R20' R15'

R10' R12'

R20'

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R22'

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Sheet: 1 File: K:\Support_Gaylord\Logos\sidockgroup_logo_color_v2_256-T.pdf Missing or invalid reference

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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INFILTRATION AREA

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GRAVEL

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GRAVEL

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GRAVEL

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CONCRETE

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CONCRETE

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ASPHALT

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REPAIR GARAGE

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WOODS

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WOODS

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CP #3

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CP #4

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WOODS

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WOODS

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BM 11: SPIKE E-FACE OF POWER POLE ELEV=1320.80'

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DNR SERVICE CENTER FIRST FLOOR ELEV=1325.0'

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SIGN

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2635.12'(M GRID) S67°17'00"E 2635.5'(R)

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200' CONSUMERS POWER COMPANY RIGHT-OF-WAY

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DNR FIELD OFFICE

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CONC

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GRAVEL

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GRAVEL

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WOODS

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ASPHALT

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GRAVEL

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GRAVEL

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CONCRETE

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TOWER

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STORAGE BUILDING FIRST FLOOR ELEV=1324.73'

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WELL

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WELL

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WELL

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TRANSFORMER

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EX TANK & DRAIN FIELD

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EX TANK & DRAIN FIELD

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EX TANK & DRAIN FIELD

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PROPOSED BUILDING SEE ARCHITECTURAL SHEET FFE - 1324.75

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CO

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CO

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CO

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CO

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CONC. LOADING RAMP

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INFILTRATION AREA

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INFILTRATION AREA

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INFILTRATION AREA

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CONNECT TO EXISTING 3 PHASE POWER AT POLE. COORDINATE WITH UTILITY COMPANY.

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SEE MECHANICAL & ELECTRICAL SHEETS FOR SERVICE ENTRANCE TO BUILDING.

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CONNECT TO UTILITY MAIN IN NORTH SIDE OF R.O.W. COORDINATE WITH UTILITY COMPANY.

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ADDENDUM #2

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SCALE

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10' MIN. SEPARATION

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275 LFT 2" CTS HDPE WATER SERVICE

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CONNECT TO EXISTING WATER SEE DETAIL

AutoCAD SHX Text CONNECT TO EXISTING SEPTIC LEAD . SEE DETAIL APPROX INV - 1316.37 NOTE: CONTRACTOR TO VERIFY SEPTIC LATERAL LOCATION, DIAMETER AND INVERT PRIOR TO BUILDING FOUNDATION CONSTRUCTION.

AutoCAD SHX Text SEPTIC TANK ACCESS COVER RIM - 1320.30 TOP OF TANK - 1318.05 INLET - 1316.97 (CALCULATED) OUTLET - 1316.72 (CALCULATED)

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1000 GALLON TANK

AutoCAD SHX Text ADD ADDITIONAL GRAVEL TO EXISTING AGG SURFACE TO MEET NEW GRADES, MAINTAIN MAX 8% SLOPE.

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SEE ARCHITECTURAL FOR BOLLARD PLACEMENT

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TYP

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TUEBOR

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KAB

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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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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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SHEET TITLE:

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