Camp Grayling bldg 8 drawings 1 of 2 - B&C.pdf

PDF 16 MB Posted Aug 5, 2026

Attached to: 511/26081. CAK; Camp Grayling Building 8
Solicitation number: RFQ 171 260000000410 2
Issued by: Michigan

About this file

Written by GovTribe AI · Aug 6, 2026

Camp Grayling Building 8 – Design and Construction Document Summary

This is a comprehensive set of architectural and engineering construction drawings for Building 8 at Camp Grayling, a military training facility in Grayling, Michigan, prepared by the State of Michigan Department of Technology, Management and Budget for the Department of Military and Veterans Affairs. The project encompasses the design and construction of a multi-functional building complex including a cold storage facility, work bays, wash bay, power washer room, offices, restrooms, mechanical spaces, and storage areas, with additional bid alternates for a salt/sand storage building and cold storage building expansion. The primary Building 8 measures approximately 240 feet in length and 100 feet in width with a finished floor elevation of 1,186.50 feet, featuring a pre-engineered metal building (PEMB) structural system with metal wall and roof panels, split-face concrete masonry unit (CMU) walls, and a 3-hour fire-rated barrier. The document set includes detailed floor plans, exterior elevations, building sections, wall details, reflected ceiling plans, site utility layouts, grading plans, and comprehensive specifications for structural, mechanical, plumbing, electrical, and fire protection systems. Three bid alternates are presented: Alternate #1 for vehicle service equipment (post lift, oil dispenser, tire machine), Alternate #2 for a concrete and asphalt apron expansion with additional mechanical equipment building, and Alternate #3 for a separate salt/sand storage building with approximately 63 feet by 34 feet dimensions.

The project was issued for bids and construction with a document date of July 22, 2026, prepared by Paradigm Design Architects in Grand Rapids, Michigan, with supporting engineering services provided by Matrix Consulting Engineers, Classic Engineering, Soils and Structures, and DCM Consulting. Site preparation involves demolition of existing asphalt, removal of gravel areas, and relocation of utilities including water, sanitary sewer, storm sewer, and gas service connections. The construction sequence indicates anticipated activity from January through December 2026, with rough grading, foundation work, building construction, and final landscaping phases. Significant site utility infrastructure improvements include a 262 linear foot 6-inch water line connection, 73-96 linear feet of 4-inch sanitary sewer installation with multiple cleanouts, and provision for tracer wire and warning tape above all subsurface utilities. The contractor assumes full responsibility for utility location verification, demolition permitting, soil erosion control compliance, and coordination with local utility companies and the Michigan EGLE requirements. Project management contact is Jon Jorgensen (DMVA Milcon Programming Manager) at 503-351-0830, with construction observations by Melissa Mead at 989-390-0763.

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Other files

File	Type	Posted
Camp Grayling Bldg 8 Spec - Add 1.pdf	PDF	Aug 5, 2026
Camp Grayling bldg 8 drawings 2 of 2 - B&C.pdf	PDF	Aug 5, 2026
Camp Grayling Bldg 8 - Addendum 1 Write Up.pdf	PDF	Aug 5, 2026
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Aug 5, 2026
Camp Grayling Bldg 8 Spec - B&C.pdf	PDF	Aug 5, 2026
Camp Grayling Bldg 8 Drawings - Add 1.pdf	PDF	Aug 5, 2026
Camp Grayling Bldg 8 Advertisement - B&C.pdf	PDF	Aug 5, 2026

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HELIPORT

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REVIEW STAND

10/05

14"

X-X-XX

MOST RECENT ISSUE DATE

MOST RECENT REVISION NUMBER

FILLED IN SQUARE INDICATES DRAWING

INCLUDED WITH THIS SET

SITE

LOCATION

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415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

PROJECT DIRECTORY PROJECT LOCATION

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:1 :0

A M

BUILDING 8

CAMP GRAYLING, GRAYLING, MI

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COVER SHEET

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A ut ho r

C he ck er

PARADIGM DESIGN

ARCHITECT

415 LEONARD STREET NW, SUITE 200

GRAND RAPIDS, MI 49504

PHONE: 616-915-0724

EMAIL: TOCKASKIS@PARADIGMAE.COM

CONTACT: TODD OCKASKIS

MATRIX CONSULTING ENGINEERS

1601 E. CESAR E. CHAVEZ AVE.

LANSING, MI 48906

MECH/PLUMB ENGINEER

PHONE: 517-487-2511

CONTACT: ROSS WOLNIAKOWSKI, P.E.

EMAIL: RWOLNIAKOWSKI@MATRIXCEINC.COM

MATRIX CONSULTING ENGINEERS

1601 E. CESAR E. CHAVEZ AVE.

LANSING, MI 48906

ELECTRICAL ENGINEER

PHONE: 517-487-2511

CONTACT: MASON CORDES, P.E.

EMAIL: MCORDESI@MATRIXCEINC.COM

DCM CONSULTING

41000 WOODWARD AVE.

SUITE 350 EAST

BLOOMFIELD, MI 48304

COST ESTIMATING

PHONE: 248-933-6304

CONTACT: CHRIS TOMA

EMAIL: CHRIS.TOMA@DCMEST.COM

SOILS AND STRUCTURES

6480 GRAND HAVEN RD.

MUSKEGON, MI 49441

GEOTECH ENGINEER

PHONE: 248-568-8841

CONTACT: HANNA BARTON

EMAIL: HBARTON@SOILSANDSTRUCTURES.COM

CLASSIC ENGINEERING

100 CESAR E. CHAVEZ AVE. SW

SUITE 400

GRAND RAPIDS, MI 49503

STRUCTURAL ENGINEER

PHONE: 616-403-1433

CONTACT: KARIN KAPTEYN., P.E.

EMAIL: KKAPTEYN@CLASSICENGINEERING.COM

PARADIGM DESIGN

415 LEONARD ST. N.W. SUITE 200

GRAND RAPIDS, MI 49504

CIVIL ENGINEER

PHONE: 616-785-5656

CONTACT: ANA PELHANK, P.E.

EMAIL: APELHANK@PARADIGMAE.COM

NOT TO SCALE

LOCATION MAP

GENERAL

7-22-26 G-001 COVER SHEET

7-22-26 G-101 CODE DATA & LIFE SAFETY PLAN

CIVIL

7-22-26 C-101 EXISTING / DEMO SITE PLAN

7-22-26 C-102 LAYOUT AND UTILITY SITE PLAN

7-22-26 C-103 GRADING PLAN

7-22-26 C-501 SITE DETAILS

LANDSCAPE

7-22-26 L-101 LANDSCAPE PLAN

ARCHITECTURAL GENERAL INFORMATION

7-22-26 A-001 GENERAL INFORMATION

ARCHITECTURAL

7-22-26 A-101 OVERALL FLOOR PLAN

7-22-26 A-102 BID ALTERNATE PLANS

7-22-26 A-103 PEMB PLAN

7-22-26 A-161 FIRST FLOOR REFLECTED CEILING PLAN

7-22-26 A-201 EXTERIOR ELEVATIONS

7-22-26 A-202 BID ALTERNATE #3 EXTERIOR ELEVATIONS

7-22-26 A-301 BUILDING SECTIONS

7-22-26 A-302 EXTERIOR WALL SECTIONS

7-22-26 A-303 INTERIOR SECTIONS AND DETAILS

7-22-26 A-304 BID ALTERNATE #3 SALT/ SAND STORAGE BUILDING WALL

SECTIONS

STRUCTURAL GENERAL INFORMATION

7-22-26 S-001 STRUCTURAL NOTES

STRUCTURAL

7-22-26 S-101 FOUNDATION PLAN - BLDG 8

7-22-26 S-102 BLDG 8 FRAMING PLANS / SALT STORAGE STRUCTURAL PLANS

7-22-26 S-201 FOUNDATION DETAILS

7-22-26 S-202 FOUNDATION DETAILS

7-22-26 S-301 STRUCTURAL DETAILS

FIRE PROTECTION GENERAL INFORMATION

7-22-26 F-001 FIRE PROTECTION GENERAL INFORMATION

FIRE PROTECTION

7-22-26 F-101 FIRE PROTECTION FLOOR PLAN

PLUMBING GENERAL INFORMATION

7-22-26 P-001 PLUMBING GENERAL INFORMATION

PLUMBING

7-22-26 P-101 PLUMBING BELOW FLOOR PLAN

7-22-26 P-102 PLUMBING FLOOR PLAN

7-22-26 P-401 PLUMBING ENLARGED PLANS

7-22-26 P-601 PLUMBING DETAILS

7-22-26 P-602 PLUMBING SCHEDULES

CLIENT

DEPARTMENT OF MILITARY AND VETERANS AFFAIRS

CAMP GRAYLING, GRAYLING MI

PHONE: 503-351-0830

CONTACT: JON JORGENSEN

EMAIL: JORGENSENJ@MICHIGAN.GOV

MILCON PROGRAMMING MANAGER

DMVA CONSTRUCTION OBSERVATIONS

PHONE: 989-390-0763

CONTACT: MELISSA MEAD

EMAIL: MEADM4@MICHIGAN.GOV

MECHANICAL GENERAL INFORMATION

7-22-26 M-001 MECHANICAL GENERAL INFORMATION

MECHANICAL

7-22-26 M-101 MECHANICAL FLOOR PLAN

7-22-26 M-102 BID ALTERNATE #3 STORAGE BUILDING

7-22-26 M-401 MECHANICAL ENLARGED PLAN

7-22-26 M-601 MECHANICAL DETAILS

7-22-26 M-602 MECHANICAL SCHEDULES

ELECTRICAL GENERAL INFO

7-22-26 E-001 ELECTRICAL GENERAL INFORMATION

ELECTRICAL SITE

7-22-26 ES101 ELECTRICAL SITE PLAN - LIGHTING

ELECTRICAL LIGHTING

7-22-26 EL101 ELECTRICAL FLOOR PLAN - LIGHTING

7-22-26 EL102 BID ALTERNATE #2 & #3 STORAGE BUILDING

ELECTRICAL POWER

7-22-26 EP101 ELECTRICAL FLOOR PLAN - POWER

ELECTRICAL

7-22-26 E-501 ELECTRICAL RISER DIAGRAM

7-22-26 E-502 ELECTRICAL SCHEDULES

7-22-26 E-601 ELECTRICAL DETAILS

SHEET INDEX

C O

N S

T R

U C

-2

EXIT SEPARATION = 128' - 0" > 102' MIN.

116' M

AX. D

GONAL x

1/2 =

58' M

. E

XIT S

EPARATIO

N D

ISTANCE

139' M

AX. D

IAGONAL x 1/3 =

46' M

IN. E

XIT SEPARATION DISTANCE

EXIT SEPARATION = 109' - 6" > 58' MIN.

EXIT NO.

DOOR NO.

ALLOWED:

ACTUAL:

CLR WIDTH:

101E

32.5"

TRAVEL DISTANCE = 84'-6"

EXIT NO.

DOOR NO.

ALLOWED:

ACTUAL:

CLR WIDTH:

103H

32.5"

EXIT NO.

DOOR NO.

ALLOWED:

ACTUAL:

CLR WIDTH:

103A

32.5"

EXIT NO.

DOOR NO.

ALLOWED:

ACTUAL:

CLR WIDTH:

103E

32.5"

EXIT NO.

DOOR NO.

ALLOWED:

ACTUAL:

CLR WIDTH:

101D

32.5"

3-HR FIRE BARRIER

PER UL U907

FIRE

AREA 1

FIRE

AREA 2

FEFE

FIRE EXTINGUISHER

LEGEND AND NOTES

NOTES:

1. CONTRACTOR TO VERIFY FINAL TYPES, SIZES, AND

LOCATIONS OF FIRE EXTINGUISHERS WITH LOCAL

FIRE AUTHORITIES.

2. TOP OF FIRE EXTINGUISHER MOUNTING BRACKET TO

BE 3'-6" A.F.F.

3. CONTRACTOR TO PROVIDE ALL FIRE EXTINGUISHERS

AND RELATED SIGNAGE.

4. REFER TO FLOOR PLAN FOR FIRE EXTINGUISHER

LOCATIONS.

SYMBOL DESCRIPTION

FE FIRE EXTINGUISHER - ON WALL MOUNTING

BRACKET WITH RETAINING STRAP

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415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

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TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:4 :4

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CODE DATA & LIFE SAFETY PLAN

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A ut ho r

C he ck er

SCALE: 1/16" = 1'-0"

LIFE SAFETY PLAN

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STM

WTR

WTR WTR WTR WTR

WTR

SANSAN

STM

G G G

G G

SAN

WTR WTR

WTR

G G

STM

UG-E

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G -E

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UG-E

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UG-E

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UG-EUG-EUG-EUG-EUG-E

UG-E

UG-E UG-E

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G -E

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GENERAL KEYNOTES:

FV FIELD VERIFY SIZE, LOCATION, AND DEPTH OF UTILITY.

XP EXISTING ITEM TO REMAIN. PROTECT FROM

CONSTRUCTION ACTIVITIES.

DEMOLITION LEGEND

REMOVE EXISTING ASPHALT

APPROXIMATELY 70' OF EX. FOUNDATION

WALL AND FOOTINGS BURIED 2' +- BELOW

EXISTING GRADE TO REMAIN.

DEMO FOUNDATION AS REQUIRED.

APPROXIMATELY 50' OF EX. FOUNDATION

WALL AND FOOTINGS BURIED 2' +- BELOW

EXISTING GRADE TO REMAIN.

DEMO FOUNDATION AS REQUIRED.

EX. ROUND CATCH BASIN

EX. 15' x 30' GRAVEL AREA.

REMOVE EX. GRAVEL AS REQUIRED

TO PROVIDE THE PROPOSED BASE AND

ASPHALT. (DETAIL 1/C-102)

EX. TRENCH DRAIN TO REMAIN

ASPHALT TO BE REMOVED. GC TO VERIFY

EXTENT OF REMOVAL TO BUILD LOW

ASPHALT HUMP TO FLOW WATER TO EX.

TRENCH DRAIN.

10' x 60' DAMAGED ASPHALT AND SOIL. FIELD VERIFY

EXTENT OF DAMAGED ASPHALT AREA.

EX. SAN MH

TO REMAIN

PARADIGM DESIGN

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2603020 GR

I N

IERE

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MUN

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UB I R U L P

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C T

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D e p a rt m e n t o f M ili ta ry a n d

V e te ra n s A ff a ir s

C H

D M V A

C A M P

G R A Y

N G

B U

C A M P

G R A Y

N G G R A Y

N G M I

S C

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C .N

XP XP

EX. RETAINING WALL

TO REMAIN.

EX. TRENCH DRAIN

TO REMAIN.

ASPHALT TO BE REMOVED.

EX. RETAINING WALL

TO REMAIN.

EX. SIDEWALK TO

REMAIN.

EX. COMMUNICATION

STRUCTURE TO

REMAIN.

EX. ELECTRICAL

BOXES TO REMAIN

EX. ELECTRICAL BOXES

TO REMAIN

EX. CATCH BASIN

TO REMAIN

REMOVE BROKEN CONCRETE

BLOCKS AT END OF CONCRETE WALL

EXISTING BUILDING #7

CONCRETE TO

BE REMOVED

BID ALTERNATE 3: ASPHALT

TO BE REMOVED.

EX. EDGE OF ASPHALT

EXISTING CONDITIONS AND

DEMOLITION PLAN

0 30' 60'

GRAVEL

DEMOLITION NOTES:

GENERAL: REFERENCE SECTION 31 1000-SITE CLEARING AND SECTION 31 2000-EARTHWORK OF PROJECT MANUAL.

ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE SPREAD AND UTILIZED

WITHIN THE SITE. NO SOIL CAN LEAVE THE SITE.

ALL AREAS OF UNDERGROUND DEMOLITION; UTILITY LINE REMOVAL; AND UNDERGROUND TREE, STUMP, AND VEGETATION

REMOVAL SHALL BE BACKFILLED.

BACKFILLING SHALL PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND SHALL CONTINUE AS THE

DEMOLITION PROGRESSES.

CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY DEMOLITION PERMITS AND

PAYING FOR ANY ASSOCIATED PERMIT FEES.

CONTRACTOR TO CONTACT MIKE HALCOMB (DMVA) AT (989) 344-6184 AND MISS DIG FOR LOCATING EXISTING

UNDERGROUND UTILITIES.

NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT ENCOUNTERED DURING

EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).

PRIVATE UTILITY REMOVAL - CONTRACTOR TO COORDINATE PRIVATE UTILITY (GAS, ELECTRIC, PHONE, CABLE, ETC.)

REMOVAL WITH DMVA. ALTHOUGH ALL PRIVATE UTILITY SERVICES MAY NOT BE SHOWN ON THIS DRAWING, CONTRACTOR

IS RESPONSIBLE FOR REMOVAL OF SERVICE AS NECESSARY.

WHERE CURBING OR PAVEMENT IS INDICATED TO BE REMOVED, IT SHALL BE SAWCUT FULL DEPTH. REMOVE TO THE NEAREST JOINT, IF THE JOINT IS WITHIN 3 FEET OF THE REMOVAL LINE. VERIFY REMOVAL LIMITS WITH ENGINEER PRIOR

TO BEGINNING WORK.

EX.GRASS

EXISTING

BUILDING #30

SAW CUT & REMOVE ASPHALT FOR

NEW WATER CONNECTION

106.41'

85.83'

64.77'

69.09' 76.48'

REMOVE EXISTING GRAVEL

JON W. LEDY

MI - REGISTRATION #6201038734

EXP. DATE 03/12/2028

AutoCAD SHX Text www.paradigmae.com

AutoCAD SHX Text Grand Rapids | Phoenix

AutoCAD SHX Text C-101 apelhank Jon's Seal

WTR

WTR WTR WTR WTR

WTR

SANSANSANSANSAN

STM

G G

G G G

G G

SAN

WTR WTR

WTR

G G

STM

UG-E

U G

-E U

G -E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

UG-E

U G

-E

U G

-E

U G

-E

UG-E

U G

-E

U G

-E

U G

-E

UG-EUG-EUG-EUG-EUG-E

UG-E

UG-E UG-E

-E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

UG-E

G G

COCO

SANSAN

G G

0 20' 40'

PARADIGM DESIGN

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2603020 GR

M A

N E O

L U S

E P

IERE

U Q

E C

I P

S M

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R I

MUN

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UB I R U L P

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A C

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M B P

C T

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D e p a rt m e n t o f M ili ta ry a n d

V e te ra n s

A ff a ir s

C H

D M V A

C A M P

G R A Y

N G

B U

C A M P

G R A Y

N G G R A Y

N G M I

S C

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C .N

PROPOSED LEGEND

PROPOSED LANDSCAPE

PROPOSED

LANDSCAPE AREA.

SEE LANDSCAPE PLAN.

BEAVER CREEK RD

EXISTING WATERWTR

PROPOSED GRAVEL PARKING AREA

EX. ELECTRICAL BOXES

BID ALTERNATE 2: CONCRETE

AND ASPHALT

EX. SAN. MANHOLE

CONNECT EX.

SIDEWALK TO

GRAVEL PATH

APROX. 10' x 60' NEW ASPHALT AREA. FIELD

VERIFY EXTENT OF DAMAGED ASPHALT.

SEE DETAIL 1/C-501.

APROX. 15' x 30' NEW ASPHALT AREA. FIELD

VERIFY EXTENT OF GRAVEL AREA. SEE

DETAIL 1/C-501.

ASPHALT TO BE REMOVED. GC TO

VERIFY EXTENT OF REMOVAL TO

BUILD ASPHALT HUMP TO DIRECT

WATER TO EX. TRENCH DRAIN.

EX. TRENCH DRAIN

UNCOVER EXISTING CATCH BASIN.

GRADE BACK ON 1:4 TO EXISTING

GRADE. REPLACE FRAME & GRATE

WITH MDOT 1020 COVER, TYPE 2.

34'

PROPOSED

BUILDING 8SS

F.F. = 1191.90

EX. TRENCH DRAIN

R75'

R50'

R40'

R20'

BID ALTERNATE 2: COLD STORAGE

BUILDING ADDITION

EXISTING BUILDING #7

GENERAL NOTES:

REFER TO ARCHITECTURAL PLANS FOR DETAILS OF CONCRETE DOOR STOOPS, AND WALLS.

REFER TO ARCHITECTURAL PLAN FOR DETAILING OF BUILDING AND EXACT BUILDING DIMENSIONS.

REFER TO LANDSCAPE PLAN FOR RESTORATION OF ALL NON PAVED SURFACES.

REFER TO SECTION 311000 OF THE PROJECT MANUAL FOR SITE CLEARING WORK.

REFER TO SECTION 312000 FOR EARTH MOVING.

REFER TO SECTION 315000 OF THE PROJECT MANUAL FOR EXCAVATION SUPPORT AND PROTECTION OF EXISTING

UTILITIES AND STRUCTURES.

REFER TO PROJECT MANUAL FOR SITE "RECORD DRAWING" SUBMITTAL REQUIREMENTS.

IF FILL IS REQUIRED, CONTRACTOR CAN OBTAIN FILL FROM SITE IN AREA 600. REFER TO FILL LOCATION MAP THIS SHEET.

PROVIDE POSITIVE DRAINAGE AT ALL TIMES TO ENSURE NO STANDING WATER WITHIN PAVEMENT, BUILDING PAD, OR

GREEN AREAS.

RESTORE ALL STREETS, SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DITCHES, AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES TO MATCH EXISTING CONDITIONS AT A MINIMUM.

CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS. CONTRACTOR IS REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT NECESSARY DRAWINGS, FEES, ETC. TO THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL

PAY ALL FEES RELATED TO PERMIT(S) AND SECURE PERMIT(S) IN HIS NAME.

CONTRACTOR TO CONTACT MIKE HALCOMB (DMVA) AT (989) 344-6184 AND MISS DIG FOR LOCATING EXISTING

UNDERGROUND UTILITIES.

CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL SITE UTILITY CONNECTIONS AND INSPECTIONS WITH THE PROPER

JURISDICTION AND PAY ALL ASSOCIATED FEES.

THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING WATER, SANITARY SEWER, AND STORM SEWER CROSSINGS AND CONNECTION POINTS PRIOR TO CONSTRUCTION. CONTACT ENGINEER WITH ANY

DISCREPANCIES.

REFERENCE SOILS REPORT FOR BORING LOGS AND PREPARATION AND CONSTRUCTION PROCEDURES FOR SUBBASE AND

DESIGN SECTION OF ALL PAVED AREAS.

GENERAL PRIVATE UTILITY NOTES:

PROPOSED PRIVATE UTILITY SERVICE AS SHOWN IS SCHEMATIC ONLY. ACTUAL LOCATION TO BE COORDINATED WITH

INDIVIDUAL UTILITY COMPANY AND APPROVED BY OWNER.

CONTRACTOR SHALL COORDINATE LOCATION OF ALL PRIVATE UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) WITH THE LOCAL UTILITY COMPANIES AND THE MECHANICAL DRAWINGS. COORDINATE ALL PRIVATE UTILITY LOCATIONS WITH ALL

SUB-SURFACE SITE UTILITIES SHOWN ON THIS PLAN.

CONTRACTOR TO PROVIDE TRACER WIRE AND WARNING TAPE ABOVE ALL SITE

UTILITIES. REFER TO ELECTRICAL SHEET FOR EXTENT OF ELECTRICAL UTILITIES

NOT SHOW ON THIS SHEET.

BID ALTERNATE 3: SALT/SAND

STORAGE BUILDING

SITE AND UTILITY

LAYOUT PLAN

EXTEND CONCRETE TO BE

LEVEL WITH FIRST TREAD

OF EXISTING STEPS

EXISTING SANITARY SEWERSAN

EXISTING STORM SEWERSTM

ROUND CATCH BASIN

EXISTING GASG

EX. COMMUNICATION

STRUCTURE TO REMAIN.

CONNECT NEW GAS SERVICE TO

EXISTING GAS MAIN. COORDINATE

FINAL LOCATION AND INSTALLATION

REQUIREMENTS WITH GAS UTILITY.

APPROXIMATE LOCATION OF

EX. SANITARY SEWER STUB.

CONTRACTOR TO FIELD VERIFY

PRIOR TO CONSTRUCTION.

EX. CB REPLACE FRAME & GRATE

WITH MDOT 1020 COVER, TYPE 2.

GENERAL SANITARY SEWER NOTES:

SITE CONTRACTOR TO END SANITARY LATERAL 5' FROM BUILDING WITH A CLEAN-OUT AND TEMPORARY CAP.

COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.

REFER TO SECTION 333100 FOR FACILITY SANITARY SEWERS.

SANITARY SEWER LATERALS AND FITTINGS SHALL BE PVC PER ASTM D3034, SDR26. JOINTS TO BE ELASTOMERIC

SEALS IN ACCORDANCE WITH ASTM F477.

MATERIALS, INSTALLATION, AND TESTING OF SANITARY SEWER SHALL CONFORM TO COUNTY STANDARDS.

ALL SANITARY SEWER WORK SHALL COMPLY WITH THE MICHIGAN PLUMBING CODE, EGLE REQUIREMENTS, LOCAL UTILITY STANDARDS, AND DMVA PROJECT REQUIREMENTS. CONTRACTOR SHALL PROVIDE TESTING DOCUMENTATION INCLUDING LEAKAGE TESTING, DEFLECTION TESTING, AND INSPECTION REPORTS PRIOR TO

ACCEPTANCE.

ALL UTILITY TRENCHING SHALL BE AS PER DETAIL #5/C-501.

GENERAL WATER SERVICE NOTES:

SITE CONTRACTOR TO END WATER & FIRE SERVICES 12" ABOVE FINISHED FLOOR INSIDE BUILDING WITH A TEMPORARY CAP.

COORDINATE CONNECTION WITH BUILDING PLUMBING CONTRACTOR.

MINIMUM DEPTH OF BURY SHALL BE 5.5'.

MATERIALS, INSTALLATION, AND TESTING OF WATER SERVICE LINES SHALL CONFORM WITH CAMP GRAYLING STANDARDS

AND THE STATE PLUMBING CODE.

WATER MAIN SHALL BE AWWA C900 OR C909 PVC, DR18, EXCEPT AS OTHERWISE REQUIRED BY AHJ.

IRRIGATION WATER SERVICE TO BE SOURCED OFF WATER SERVICE INSIDE BUILDING, COORDINATE WITH LANDSCAPER AND

PLUMBING ENGINEER.

SITE

SOURCE LOCATION OF FILL

FOR BLDG 8 PROJECT

FILL LOCATION MAP

EXISTING GRASS AREA

PROPOSED WATER

PROPOSED SANITARY SEWER

PROPOSED GASG

30' 34'

EXISTING

BUILDING #30

PROPOSED BUILDING 8X

F.F. = 1186.50

±262 L.F. 6" WATER LINE

REFER TO DETAIL 5/C-501.

CONTRACTOR TO PROVIDE 2' WIDE X 2"

RIGID POLYSTYRENE INSULATION

ABOVE PIPE AT DRIVE.

4" WYE

EL: ±1182.78

IE: ±1177.78

30° BEND &

CLEAN OUT

IE: ±1182.50

CLEAN OUT

IE: 1182.45

96 LF 4" SANITARY SEWER @ 4.18%

CONTRACTOR TO PROVIDE 2' WIDE X 2" RIGID

POLYSTYRENE INSULATION ABOVE PIPE AT DRIVE.

EXISTING STORM SYSTEM

EX. CO.

EL: 1182.02

IE: ±1177.02

22'

90 L.F. GAS

SERVICE

PROPOSED 6" WATER LINE CONNECTION TO EXISTING 6" WATER MAIN BY TAPPING

SLEEVE AND VALVE. CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATER

MAIN LOCATION, SIZE, MATERIAL, AND CONDITION PRIOR TO CONSTRUCTION.

MAINTAIN EXISTING WATER SERVICE AND COORDINATE THE TAP AND ANY

REQUIRED SHUTDOWN WITH THE UTILITY OWNER.

139'

76'

170.6'

63'

PARKING BOLLARD (REFER TO DETAIL 4/A-302)

SANITARY CLEAN OUT (REFER TO DETAIL 13/C-501)CO

SEE PLUMBING PLAN

FOR CONTINUATION

39.27'

REFER TO SHEET A-101 FOR

CONCRETE DIMENSIONS

PROPOSED CONCRETE SIDEWALK (REFER TO DETAIL 3/C-501)

PROPOSED HEAVY DUTY BITUMINOUS (REFER TO DETAIL 1/C-501)

PROPOSED LANDSCAPE STONE BED (REFER TO DETAIL 11/C-501)

PROPOSED HEAVY DUTY CONCRETE APRON

(REFER TO DETAIL 2/C-501)

BID ALTERNATE 2: LANDSCAPE

STONE AND BORDER REFER

TO DETAIL 11/C-501

C-501

30° BEND &

CLEAN OUT

EL: ±1183.30

IE: ±1177.50

IE IN: 1182.40

30° BEND &

CLEANOUT

IE: 1182.18

73 LF 4" SANITARY

SEWER @ ±6.02%

IE OUT: 1182.23

±5'5'

15 LF 4" SANITARY

SEWER @ 1.00%

DETAILED SANITARY SEWER SERVICE INSET

0 30' 60'

SEE PLUMBING PLANS

FOR CONTINUATION

IE: 1182.50

OIL / WATER SEPARATOR

REFER TO DETAIL 11/C-502

5 LF 4" SANITARY SEWER @ 4.18%

SEE PLUMBING PLANS

FOR CONTINUATION

IE: 1182.50

EXISTING END

OF LINE

LANDSCAPE STONE AREA.

REFER TO DETAIL 11/C-501.

SEE INSET BELOW

LANDSCAPE STONE AREA.

REFER TO DETAIL 4/C-501.

PROPOSED GRAVEL PAVEMENT (REFER TO DETAIL 4/C-501)

APPROXIMATELY 70' OF EX.

FOUNDATION

WALL AND FOOTINGS BURIED 2' +-

BELOW EXISTING GRADE TO REMAIN.

DEMO FOUNDATION AS REQUIRED.

APPROXIMATELY 50' OF EX. FOUNDATION

WALL AND FOOTINGS BURIED 2' +- BELOW

EXISTING GRADE TO REMAIN.

DEMO FOUNDATION AS REQUIRED.

6" - 90° BEND

JON W. LEDY

MI - REGISTRATION #6201038734

EXP. DATE 03/12/2028

AutoCAD SHX Text www.paradigmae.com

AutoCAD SHX Text Grand Rapids | Phoenix

AutoCAD SHX Text C-102

WTR

WTR WTR WTR WTR

WTR

SANSANSANSANSAN

STM

G G

G G G

G G

SAN

WTR WTR

WTR

G G

STM

UG-E

U G

-E U

G -E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

UG-E

U G

-E

U G

-E

U G

-E

UG-E

UG-E UG-E

UG-E

U G

-E

UG-E

U G

-E

UG-EUG-EUG-EUG-EUG-E

UG-E

UG-E UG-E

-E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E U

G -E

U G

-E

UG-E

G G

1182.41 MX

1182.50 MX

1181.69 MX

1184.53 MX

1187.46 MX

1184.98 MX

1185.31 MX

1184.89 MX

1190.62 MX1190.43 MX

1190.63 MX

1192.03 MX

1190.69 CON/BIT 1191.12 CON/BIT

1191.49 MX

2.77%

4.99%

5.86%

2.16%

0.75% 2.38%

2.55%

0.50%

6.0 0%

0.64%

1.5 0%

1191.81 BIT-BW

1193.37 TW

1192.87 FG

1191.90 CON-BW

1194.30 TW

1193.80 FG

1186.50 CON

1186.31 CON

1186.36 CON

1186.45 CON1186.35 CON

1186.40 FG

1186.26 CON

1185.54 CON

1185.66 CON

1185.79 CON

1185.07 MX

1185.42 CON/BIT

1185.34 MX

1186.35 CON

1186.45 CON

1186.48 CON

1186.45 CON

1186.13 CON

1186.00 FG

1185.02 RIM

1184.60 RIM

2.0 4%

98 1199

82 11 83 118

86 1187

1186.40 CON

1186.00 FG

1186.45 CON

4.84%

4:1

1186.00 FG

1186.31 CON

1186.51 CON

1186.48 CON

1186.50 CON

1186.31 CON

3:1

1191.80 FG

1194 1195 1196

1191.38 FL

1194.29 FL

1195.41 FG

1192.48 FL

1186.31 CON

0 30' 60'

PARADIGM DESIGN

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2603020 GR

M A

N E O

L U S

E P

IERE

U Q

E C

I P

S M

U C

R I

MUN

S E

UB I R U L P

0G R

A N

D C

O N

U C

N D

A C

A D

O N

F M

N D

O F

H N

G Y

, M A

N A

A N

D B

U D

C T

M B P

C T

C H P

C T

D e p a rt m e n t o f M ili ta ry a n d

V e te ra n s

A ff a ir s

C H

D M V A

C A M P

G R A Y

N G

B U

C A M P

G R A Y

N G G R A Y

N G M I

S C

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C .N

SF SF

SFSFSFSFSFSFSFSF

HYDRO-SEED UNDER EROSION

6 CONTROL BLANKET

PAVING

GEOTEXTILE INLET FILTER

GEOTEXTILE SILT FENCE

UNIFIED KEYING SYSTEM

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

GENERAL CONTRACTOR SHALL COMPLETE CONSTRUCTION SEQUENCE SCHEDULE

WHEN MAKING APPLICATION FOR SOIL EROSION CONTROL PERMIT.

YEAR: 2026

LANDSCAPING

FINISH GRADING

SITE CONSTRUCTION

FOUNDATION / BUILDING CONSTRUCTION

PERMANENT CONTROL MEASURES

TEMPORARY CONSTRUCTION ROADS

STORM UTILITIES

TEMPORARY CONTROL MEASURES

ROUGH GRADING SEDIMENT CONTROL

STRIPPING & STOCKPILING TOPSOIL

O C

N O

.CONSTRUCTION SEQUENCE

NOTE: CONTRACTOR IS TO SWEEP STREET IMMEDIATELY

SHOULD SEDIMENT FROM SITE BE TRACKED ONTO

STREET. PROVIDE CATCH BASIN INLET FILTERS AS

NECESSARY WITHIN STREET AND DOWNSTREAM OF SITE.

CAUTION GAS LINE

FLAMMABLE MATERIAL

NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE

LOCATIONS FROM FIELD DATA AND AVAILABLE

INFORMATION. THEY SHOULD NOT BE INTERPRETED

AS EXACT LOCATIONS NOR SHOULD THEY BE

ASSUMED TO BE THE ONLY UTILITIES IN THE AREA.

55 T

54 T

WTR

SAN

STM

HYDRO-SEEDING

6 P

7 P

55 T

7 P

15 P

7 P

15 P

55 T

7 P

15 T

BEAVER CREEK RD

PROPOSED ASPHALT HUMP

CONTRACTOR TO FIELD VERIFY EXTENT

REQUIRED TO DIRECT WATER TOWARD

TRENCH DRAIN WEST OF THIS LOCATION

EXISTING BUILDING #7

EXISTING INLET

RIM EL. 1184.20

PROPOSED GRAVEL PARKING AREA

PROPOSED SWALE

PROPOSED RETAINING WALL

SEE STRUCTURAL PLANS

EXISTING INLET

RIM EL. 1183.47

RAISE FINISH GRADE

TO TOP OF EXISTING

BOTTOM TREAD

EX. COMMUNICATION

STRUCTURE TO REMAIN.

MEET & MATCH EX. GRADE

PROPOSED LEGEND

ROUND CATCH BASIN

SILT FENCE (REFER TO DETAIL 8/C-501)

GRADING PLAN

EXISTING

BUILDING #30

PROPOSED

BUILDING 8SS

F.F. = 1191.90

PROPOSED BUILDING 8X

F.F. = 1186.50

EXISTING STORM

GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE PROPER GOVERNING

AUTHORITY.

A CONTRACTOR / INSPECTOR SHALL INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE FROM THE SITE.

ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH TOPSOIL, SEED, FERTILIZER, AND MULCH UNLESS

SODDED.

ALL SLOPES STEEPER THAN 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S150BN OR EQUAL). ALL SLOPES BETWEEN 1V:4H AND 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN

DS75 OR EQUAL). UNLESS INDICATED OTHERWISE ON PLANS.

SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED

PROPERLY WILL NEED TO BE SPOT SEEDED AND/OR RE-MULCHED.

SILT FENCE SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF IT FAILS. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY CONSTRUCTION

MACHINERY.

INLET FILTERS SHALL BE SILT SACKS, DANDY BAGS, OR APPROVED EQUAL. INLET FILTERS SHALL BE INSPECTED FOR BUILDUP OF SILT AND OTHER DEBRIS. THIS IS EVIDENT IF STRUCTURE IS CAUSING FLOODING. MAINTENANCE SHALL

CONSIST OF REMOVING OF SEDIMENTS OR REPLACING FILTER AS NECESSARY.

SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE CONTRACTOR FROM ADDITIONAL

METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION CONTROL PERMIT.

THE CONTRACTOR WILL ENGAGE A CERTIFIED STORM WATER OPERATOR IN ACCORDANCE WITH EPA PHASE II RULES TO MEET REQUIREMENTS OF THE PERMIT. THIS OPERATOR WILL INSPECT THE JOB SITE AS REQUIRED BY RULE, NOTIFY JOB SITE SUPERINTENDENT OF ANY DEFICIENCIES, AND ENTER FINDINGS IN THE JOB SITE INSPECTION JOB BOOK.

SITE SOILS CONSIST OF FINE TO COURSE GRAINED SAND WITH VARYING AMOUNT OF SILT AND GRAVEL PER SITE

GEO-TECHNICAL REPORT COMPLETED BY SOIL & STRUCTURES DATED MAY 13, 2026.

TOTAL DISTURBED AREA = 1.21 ACRES.

SURFACE FLOW ARROW PROPOSED SPOT GRADE675.00 FG

BITUMINOUS GRADE

CONCRETE GRADE

SIDEWALK GRADE

STRUCTURE RIM ELEVATION

MATCH EXISTING ELEVATION

TOP OF CURB GRADE

FLOW LINE GRADEFL

CON

BIT

RIM

FINISHED GROUNDFG

SILT FENCE @ TOE OF SLOPE

REFER TO DETAIL 8/C-501.

SILT FENCE @ TOE OF SLOPE

INLET PROTECTION

INLET

PROTECTION CAUTION - CRITICAL

UTILITY

CAUTION - CRITICAL

UTILITY

BID ALTERNATE 3: SALT/SAND

STORAGE BUILDING

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING GAS

PROPOSED WATER

PROPOSED SANITARY SEWER

PROPOSED GAS

PROPOSED CONCRETE SIDEWALK (REFER TO DETAIL 3/C-501)

PROPOSED HEAVY DUTY BITUMINOUS (REFER TO DETAIL 1/C-501)

PROPOSED LANDSCAPE STONE BED (REFER TO DETAIL 11/C-501)

PROPOSED HEAVY DUTY CONCRETE APRON (REFER TO

DETAIL 2/C-501)

CONC. WASH OUT AREA

SEE DETAIL 6/C-501

MAINTENANCE AND INSPECTIONS:

A. AT A MINIMUM, PROCEDURES IN A SWP3 SHALL PROVIDE THAT CONTROLS ON THE SITE ARE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN ONE-HALF INCH OF RAIN PER 24-HOUR PERIOD. AN INSPECTOR CHECKLIST MUST BE COMPLETED AND SIGNED BY THE INSPECTOR AFTER EVERY SWP3 INSPECTION. THE INSPECTION CHECKLIST FREQUENCY MAY BE REDUCED TO AT LEAST ONCE EVERY MONTH FOR DORMANT SITES IF THE ENTIRE SITE IS TEMPORARILY STABILIZED OR RUNOFF IS UNLIKELY DUE TO WEATHER CONDITIONS FOR EXTENDED PERIODS OF TIME (E.G., SITE IS COVERED WITH SNOW, ICE, OR THE GROUND IS FROZEN).

THE BEGINNING AND ENDING DATES OF ANY REDUCED INSPECTION FREQUENCY SHALL BE MARKED ON THE SWP3 AND NO FURTHER INSPECTION REQUIREMENTS SHALL APPLY TO THAT PORTION OF THE SITE.

B. IF THE INSPECTION REVEALS THAT A CONTROL PRACTICE IS IN NEED OR REPAIR OR MAINTENANCE, WITH THE EXCEPTION OF A SEDIMENT SETTLING POND, IT MUST BE REPAIRED OR MAINTAINED WITHIN THREE DAYS OF THE INSPECTION. SEDIMENT SETTLING PONDS MUST BE REPAIRED OR MAINTAINED WITHIN 10

DAYS OF THE INSPECTION.

C. IF THE INSPECTION REVEALS THAT A CONTROL PRACTICE FAILS TO PERFORM ITS INTENDED FUNCTION AND THAT ANOTHER, MORE APPROPRIATE CONTROL PRACTICE IS REQUIRED, THE SWP3 MUST BE AMENDED AND THE NEW CONTROL PRACTICE MUST BE INSTALLED WITHIN 10 DAYS OF INSPECTION

D. IF THE INSPECTION REVEALS THAT A CONTROL PRACTICE HAS NOT YET BEEN IMPLEMENTED IN ACCORDANCE WITH THE SWP3 SCHEDULE, THE CONTROL PRACTICE MUST BE IMPLEMENTED WITHIN 10 DAYS FROM THE DATE OF INSPECTION. IF THE INSPECTION REVEALS THAT THE PLANNED CONTROL PRACTICE IS NOT NEEDED, THE RECORD MUST CONTAIN A STATEMENT OF EXPLANATION AS TO WHY THE

CONTROL PRACTICE IS NOT NEEDED.

E. INSPECTION RECORDS NEED TO BE KEPT FOR 3 YEARS AFTER TERMINATION OF THE CONSTRUCTION

ACTIVITIES.

* (SEE DETAIL #9/C-501)

OIL/WATER SEPARATOR. REFER TO

DETAIL 11/C-502. GC TO USE GRADE

ADJUSTED RINGS AS NEEDED.

REFER TO DETAIL 12/C-502.

GRADE TO PROVIDE POSITIVE

DRAINAGE TOWARD CATCH BASIN

PROPOSED GRAVEL PAVEMENT (REFER TO DETAIL 4/C-501)

JON W. LEDY

MI - REGISTRATION #6201038734

EXP. DATE 03/12/2028

AutoCAD SHX Text www.paradigmae.com

AutoCAD SHX Text Grand Rapids | Phoenix

AutoCAD SHX Text C-103

PARADIGM DESIGN

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2603020 GR

M A

N E O

L U S

E P

IERE

U Q

E C

I P

S M

U C

R I

MUN

S E

UB I R U L P

0G R

A N

D C

O N

U C

N D

A C

A D

O N

F M

N D

O F

H N

G Y

, M A

N A

A N

D B

U D

C T

M B P

C T

C H P

C T

D e p a rt m e n t o f M ili ta ry a n d

V e te ra n s

A ff a ir s

C H

D M V A

C A M P

G R A Y

N G

B U

C A M P

G R A Y

N G G R A Y

N G M I

S C

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C .N

NOT TO SCALE

UTILITY TRENCH5

TRENCH WIDTH

AT UTILITY PIPE CROWN

PER SPECIFICATIONS

CROWN

UTILITY PIPE

SPRING LINE

INVERT

UNDISTURBED

GROUND

SITE DETAILS

NOT TO SCALE

CONCRETE SIDEWALK3

1V:48H CROSS-SLOPE (OR FLATTER)

6" AGGREGATE (21AA) OR

6" CLEAN SAND (MDOT CLASS II)

REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SOILS &

STRUCTURES DATED MAY 13, 2026

NOT TO SCALE

HEAVY DUTY CONCRETE

PAVEMENT SECTION2

GRANULAR FILL OR

SUITABLE SUBGRADE

12" AGGREGATE (21AA) OR

12" CLEAN SAND (MDOT CLASS II)

REFER TO STRUCTURAL PLANS FOR

CONCRETE SLAB DESIGN

REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY SOILS &

STRUCTURES DATED MAY 13, 2026

NOT TO SCALE

HEAVY DUTY BITUMINOUS

PAVEMENT SECTION1

12" SAND SUB BASE

(MDOT CLASS II)

2.5 " HMA WEARING COURSE - 4EML

10" 21 AA CRUSHED LIME STONE

2.5 " HMA BASE COURSE - 4EML

COMPACTED

SUBGRADE TO 95%

RELATIVE

COMPACTION

PAVEMENT SECTION PER SOILS AND STRUCTURES GEOTECHNICAL

REPORT FOR CAMP GRAYLING MISSION TRAINING CENTER DATED

MAY 13, 2026

8' MIN

STAKE (TYP)

10 MIL PLASTIC LINING

STRAW BALE (TYP)

INSPECTION & MAINTENANCE:

1. CLEAN OUT WASHOUT AREA WHEN IT IS 75% FULL

2. REPLACE ANY DAMAGED OR MISSING HAY BALES OR OTHER FILTERING DEVICES

3. PROPERLY DISPOSE OF ANY HARDENED CONCRETE

" M

A A

SECTION A-A

NOT TO SCALE

CONCRETE WASHOUT AREA6

PLAN VIEW

UNDISTURBED VEGETATION

SPACING 6' MAX.

SECTION A-A

SECTION B-B

SILT FENCE B

SILT FENCE JOINT

SILT FENCE A

1'- 0"

FRONT VIEW

SHEET FLOW

SILT FENCE

GEOTEXTILE FILTER FABRIC

2'- 0"

NOT TO SCALE

SILT FENCE8

6" ANCHOR TRENCH

1'- 0"

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE COMPACTED EARTH ON

UPHILL SIDE OF FILTER FABRIC

6" x 6" ANCHOR TRENCH

UNDISTURBED

VEGETATION

COUPLER

FABRIC TO BE WRAPPED

AROUND FENCE POST

SUPPORT

FENCE

FENCE POSTS DRIVEN INTO

GROUND 1' MIN.

GEOTEXTILE FILTER

FABRICSUPPORT FENCE

SILT FENCE JOINT

SECTION B-B

SHEET

FLOW

SHEET

FLOW

COMPACTED EARTH

FENCE POSTS

NOT TO SCALE

INLET FILTER9

SUPPORT SYSTEM

WITH LIFT HANDLES

OVERFLOW AREA

FINISHED GRADE

GRATECASTING

SEDIMENT

BAG / FILTER

INLET STRUCTURE

1'- 6"

NOT TO SCALE

DELIVERY SLAB EDGE7

8" CONC. SLAB EDGE

PAVING PER DRAWING

NOT TO SCALE

STONE BED11

FINISHED FLOOR = 1186.50

BUILDING WALL

12" WIDE CORRUGATED

METAL LANDSCAPE EDGING.

1" REVEAL OVER STONE

6" U

GEO TEXTILE

5'-0"

6" THICK - 3/4" - 1/2"

LANDSCAPE STONE

4" CONC. SLAB INTEGRAL POUR

W/ 6x6, W1.4xW1.4 WWM

NOT TO SCALE

GRAVITY SEWER CLEAN-OUT10

12"

PAVED AREASIN LAWN AREAS

GRADE

6" THREADED CAP

WITH 1" SQUARE

OPERATING NUT

EJIW 1575 CASTING

24" DIA. CONCRETE

COLLAR 8" THICK

6" THREADED CAP WITH 1" SQUARE

OPERATING NUT OR 6" RUBBER

SPIGOT PLUG WITH WING NUT.

PEA STONE

6" RISER PIPE

6" 45° BEND

D" GRAVITY SEWER

D" X 6" WYE IF REQ'D

6" 45° BEND OR D" X 6" WYE

12" AGGREGATE (21AA) OR

12" CLEAN SAND (MDOT CLASS II)

REFER TO STRUCTURAL

FOR CONCRETE APRON

CONSTRUCTION

NOT TO SCALE

GRAVEL SECTION4

12" OF GRANULAR FILL OR

SUITABLE SUBGRADE

10" AGGREGATE BASE MDOT 22A

PROVIDE CONTINUOUS TRACER WIRE

DIRECTLY ABOVE AND SECURED TO

PIPE. PROVIDE WARNING TAPE 12" TO

18" ABOVE THE PIPE.

PLACE 2' x 2" RIGID POLYSTYRENE

INSULATION 6" ABOVE UTILITY WHERE

NOTED ON PLANS

AutoCAD SHX Text www.paradigmae.com

AutoCAD SHX Text Grand Rapids | Phoenix

AutoCAD SHX Text C-501

MARCH 2016

020C - 104 SITE DETAILS.DWG

www.oldcastleprecast.com ©

24"Ø, 30"Ø & 36"Ø (I.D.)

GRADE RINGS

MANHOLES

GRADE RINGS

NOT TO SCALE

GRADE ADJUSTMENT RINGS12

PARADIGM DESIGN

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2603020 GR

M A

E P

IERE

U Q

E C

I P

S M

U C

R I

MUN

S E

UB I R U L P

0G R

A N

D C

O N

U C

N D

A C

A D

O N

F M

N D

O F

H N

G Y

, M A

N A

A N

D B

U D

C T

M B P

C T

C H P

C T

D e p a rt m e n t o f M ili ta ry a n d

V e te ra n s A ff a ir s

C H

D M V A

C A M P

G R A Y

N G

B U

C A M P

G R A Y

N G G R A Y

N G M I

S C

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY

PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS WAS

OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY

MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE

DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY

AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE

CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES TO VERIFY

THE LOCATION AND ANY DISCREPANCY BETWEEN THE PLANS

SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

C .N

SITE DETAILS

NOT TO SCALE

WATER / OIL SEPARATOR11

AutoCAD SHX Text

FILE NAME:

AutoCAD SHX Text

REVISED:

AutoCAD SHX Text Copyright

AutoCAD SHX Text Northern California Madera Morgan Hill Pleasanton Santa Rosa Stockton Tulare Phone: 925-750-6650 Fax: 925-750-6660

AutoCAD SHX Text

DRAWING MAY NOT CONFORM TO THE MOST CURRENT SPECIFICATION

AutoCAD SHX Text

36" GRADE RING3603 GRADE RING WEIGHT: 210 LBS 3606 GRADE RING WEIGHT: 420 LBS

AutoCAD SHX Text

30" GRADE RING3003 GRADE RING WEIGHT: 180 LBS 3006 GRADE RING WEIGHT: 360 LBS

AutoCAD SHX Text

24" GRADE RING2403 GRADE RING WEIGHT: 120 LBS 2406 GRADE RING WEIGHT: 240 LBS

AutoCAD SHX Text

3" OR 6"

AutoCAD SHX Text

3" OR 6"

AutoCAD SHX Text

3" OR 6"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text 5"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text www.paradigmae.com

AutoCAD SHX Text Grand Rapids | Phoenix

AutoCAD SHX Text C-502

DETAIL / SECTION TITLE

PLAN TITLE

LEVEL / ELEVATION INDICATOR

ROOM NAME TAG

DOOR TAG

GLAZING TAG

CEILING TYPE & ELEVATION

ELEVATION A.F.F.

WALL CONSTRUCTION TAG

LEVEL NAME

X' - X"

A 0'-0"

COLUMN LABEL (NEW)

TYPE

ELEVATION TAG

BUILDING SECTION

ENLARGED PLAN / DETAIL CALLOUT

MATCH LINE

COLUMN LABEL (EXISTING)

MATCH LINE - SEE SHEET XXXX

POINT ELEVATION (PLAN)

POINT ELEVATION

(ELEVATION / SECTION)

SPOT COORDINATE

N X' - X" E X' - X"

REVISION TAG

INTERIOR FINISH TAG

TRANSITION IDENTIFICATION

ELEVATION TAG

X' - X"

WALL SECTION

DETAIL SECTION

TEMPERED GLASS

ARCHITECTURAL SYMBOLS

TOILET ACCESSORY TAG

# EXITING OCCUPANCY#

NUMBER OF

OCCUPANTS FOR EXIT

ARROW SHOWING

DIRECTION OF

EGRESS

SCALE: 1/8" = 1'-0"

VIEW TITLE

SCALE: 1/8" = 1'-0"

VIEW TITLE#

SHEET

SIM

SHEET

DET #

SHEET

DET #

SHEET

DET #

SHEET

DET #

SHEET

X' - X"

ROOM

NAME

COLUMN LABEL (FUTURE)# #

TYPE

NUMBER

# DEMOLITION TAG

3.02 SECTION & DETAIL TAG

# FLOOR PLAN TAG & EXTERIOR

MATERIAL TAG

TA-#

ARCHITECTURAL ABBREVIATIONS

A M

ADJ ADJUSTABLE

ADD ADDENDUM

AFF ABOVE FINISHED FLOOR

ALUM ALUMINUM

APPROX APPROXIMATE

MFR MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOLDING

MO MASONRY OPENING

BD BOARD

BF BARRIER FREE

BLK BLOCK

BLKG BLOCKING

BLDG BUILDING

BO BOTTOM OF

BP BUMP POST

BRG BEARING

BULL BULLETIN

CAB CABINET

CLG CEILING

CL CENTERLINE

CT CERAMIC TILE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CJ CONTROL JOINT

CORR CORRIDOR

CMU CONCRETE MASONRY UNIT

CSMU CONCRETE SILICATE MASONRY UNIT

EA EACH

EIFS EXTERIOR INSULATING FINISH SYSTEM

ELEC ELECTRICAL

EL ELEVATION (GRADE)

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EPS EXPANDED POLYSTYRENE

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

EJ EXPANSION JOINT

EWC ELECTRIC WATER COOLER

FIN FINISH

FF FINISH FLOOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FLR FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FTG FOOTING

FDN FOUNDATION

FP FIRE PROTECTION

FRT FIRE RETARDANT TREATED

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GPRFS GEOFOAM PERMANENT RISER

FORMING SYSTEM

GYP GYPSUM BOARD

HD HUB DRAIN

HT HEIGHT

HORIZ HORIZONTAL

HVAC HEATING-VENTILATION-AIR CONDITIONING

HSS HOLLOW STEEL SECTION

INSUL INSULATION

INT INTERIOR

JB JUNCTION BOX

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OH OVERHEAD

PR PAIR

PEMB PRE-ENGINEERED METAL BUILDING

PART PARTITION

PLYWD PLYWOOD

PLAM PLASTIC LAMINATE

PROP PROPERTY

PL PLATE

PVC POLYVINYL CHLORIDE

PT POINT

PVT PAVEMENT

QTY QUANTITY

R RISER

RAD RADIUS

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RET RETURN

REV REVISION

RA RETURN AIR

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

STD STANDARD

STL STEEL

STOR STORAGE

SS STAINLESS STEEL

ST STREET

STRUCT STRUCTURAL

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPORARY

THRU THROUGH

THK THICK, THICKNESS

T TREAD

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PRECAST

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VT VINYL TILE

WC WATER CLOSET

W/ WITH

W/O WITHOUT

WD WOOD

XPS EXTRUDED POLYSTYRENE

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIST DISTANCE

DN DOWN

DWG DRAWING

BRICK

MATERIAL DESIGNATIONS

NOTE: ALL MATERIALS SHOWN MAY NOT BE USED IN THIS PROJECT

PATTERN IN PLAN MATERIAL PATTERN IN SECTION MATERIAL

CMU

CONCRETE

EARTH

GRAVEL

SAND

BRICK

CMU

CONCRETE

WOOD

STEEL

KNAUF

INSULATION

ALUMINUM

CEILING TILE

GYPSUM

WALL BOARD

PLYWOOD

BATT

INSULATION

RIGID

INSULATION

SPRAY

INSULATION

WALL CARPET

MIRROR

ELECTRIC

WATER

COOLER

WASTE

RECEPTACLE

HAND DRYER

WITH RECESS KIT

R E

C T

M A

X T

S U

R F

A C

2' -1

T O

C O

N T

R O

M A

NOTE:

SPOUT OUTLET LOCATED 5" MAX

FROM FRONT EDGE AND 15" MIN

FROM VERTICAL SUPPORT

SOAP

DISPENSER

A X

R E

F S

U R

F A

C E

M A

X T

H O

U T

L A

M A

X T

T O

S P

O U

T O

U T

M A

COAT HOOK

SHELF

SANITARY

NAPKIN

RECEPTACLE

PAPER

TOWEL

DISPENSER

TOWEL

DISPENSER

AND WASTE

RECEPTACLE

2' -6

"4' -0

SANITARY

NAPKIN

DISPENSERIDENTIFICATION

PLAQUE

TOILET ROOM SIGNAGE

EXIT PLAQUE

EXIT DISCHARGE DOOR SIGNAGE

TOE AND KNEE

CLEARANCE

8" MIN

1' -0

MIN

11"

MIN

17"

M A

BRACKET

MOUNTED FIRE

EXTINGUISHER

3' -6

1. CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT IN WRITING WHEN WATER DAMAGED DRYWALL, TRIM, ETC. IS FOUND IN PROJECT BEYOND NORMAL PATCH AND REPAIR. CONTRACTOR SHALL REPLACE WATER DAMAGED DRYWALL AREAS, TRIM, ETC. AFTER ARCHITECT EXAMINATION OF CONDITION AND REPLACEMENT APPROVAL. CONTRACTOR SHALL PROVIDE UNIT COST PROPOSAL IN BID FORM BASED ON QUANTITIES INDICATED. CONTRACTOR IS TO NOTIFY ARCHITECT WHEN BLACK MOLD FOUND IN DRYWALL IN WRITING. CONTRACTOR SHALL PROVIDE COST PROPOSAL TO RE-MEDIATE THE MOLD BY A

THIRD PARTY SPECIALIZING IN MOLD REMOVAL.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE OBTAINED BASED UPON DRAWING

INFORMATION, CONSULT THE ARCHITECT. ALTERATIONS TO WORK PUT IN PLACE AS A RESULT OF

SCALING DRAWINGS WILL NOT BE REIMBURSED.

3. PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCE OR OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR, INCLUDING DISCREPANCIES BETWEEN FIELD CONDITIONS

AND DRAWINGS, BEFORE PROCEEDING WITH THE WORK.

4. DIMENSIONS ON PLANS ARE TO FACE OF SHEATHING UNLESS NOTED OTHERWISE.

5. PERFORM ALL WORK IN STRICT COMPLIANCE WITH ALL GOVERNING CODES AND STANDARDS.

6. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR 2-A/IOBC AS

REQUIRED BY THE FIRE DEPARTMENT DURING ALL PHASES OF CONSTRUCTION.

7. SEPARATE DISSIMILAR METALS TO PREVENT CORROSION AS RECOMMENDED BY THE RESPECTIVE

PRODUCT MANUFACTURER.

8. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY

WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS U.N.O.

9. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE BIDDING DOCUMENTS AND EXAMINE

THE CONSTRUCTION SITE. BIDS SHALL INCLUDE ALL COST REQUIRED TO EXECUTE THE WORK UNDER

EXISTING CONDITIONS. EXTRA PAYMENT WILL NOT BE MADE FOR CONDITIONS WHICH CAN BE

DETERMINED BY STUDYING DRAWINGS AND THE EXISTING CONDITIONS OF THE CONSTRUCTION SITE.

10. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOB SITE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEQUENCING THE INSTALLATION OF NEW AND THE

RELOCATION OF EXISTING PIPES, DUCTWORK, EQUIPMENT, DIFFUSERS, ELECTRICAL, AND SIMILAR

ITEMS REQUIRED TO COMPLETE WORK.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SEQUENCING OF SUBCONTRACTORS WORK AND SHALL ASSUME RESPONSIBILITY FOR ALL COMPLETED AND WORK IN PROGRESS INCLUDING REPAIR OF

DAMAGES TO WORK WHICH OCCUR PRIOR TO ACCEPTANCE BY THE OWNER.

13. PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED BY INSTALLATION OF AND TRANSITION TO

NEW WORK.

14. WORK PERFORMED SHALL BE IN FULL AND COMPLETE COMPLIANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTR. AND

HIS SUBCONTR'S. TO ESTABLISH AND COMPLY WITH SAID CODES AND REGULATIONS.

15. THE CONTRACTOR SHALL EMPLOY ONLY EXPERT TRADESMEN OR CRAFTSMEN WHO ARE THOROUGHLY EXPERIENCED AND CAPABLE OF PRODUCING WORK OF THE QUALITY DESIRED. THE WORK SHALL BE SUPERVISED BY A SUBCONTR. WHO IS KNOWN TO BE EXPERT IN ALL ASPECTS OF THE REQUIRED

WORK.

16. CLEANUP. THE CONTRACTOR SHALL AT ALL TIMES KEEP PUBLIC, OCCUPANT ACCESS, ENTRANCES AND THE WORK FREE FROM ACCUMULATION OF WASTE MATERIALS, RUBBISH AND DIRT CAUSED BY THE WORK. AT THE COMPLETION OF THE WORK REMOVE ALL WASTE AND RUBBISH FROM AND ABOUT THE

PROJECT. AS WELL AS TOOLS, EQUIPMENT AND SURPLUS MATERIALS. CLEAN ALL SURFACES,

WINDOWS AND FLOORS PER SPECIFICATIONS PRIOR TO ACCEPTANCE BY THE OWNER.

17. UNLESS NOTED OTHERWISE ALL WORK IS BY THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL MATERIALS, PARTS AND LABOR NECESSARY FOR THE COMPLETION OF SCOPE OF RENOVATION WORK

SHOWN ON THE DRAWINGS AND SPECIFICATIONS IN BUILDING.

18. CONTRACTOR SHALL PROVIDE SEPARATE CONSTRUCTION DUMPSTER AND DO NOT USE COMPLEX

DUMPSTER.

19. THE OWNER WILL NOT BE HELD RESPONSIBLE FOR DAMAGED, LOST OR STOLEN MATERIALS AND

CONTRACTOR'S TOOLS.

20. RENOVATION WORK WILL OCCUR WHILE THE OWNER OR TENANT OF THE OWNER IS OCCUPYING PORTIONS OF THE BUILDING. CONTRACTOR SHALL TAKE CARE OF THE WORK AREA TO PREVENT ANY

DAMAGE OR INJURY TO THE OWNER, ADJACENT TENANT, OR OWNERS EQUIPMENT.

21. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR FOR PATCHING, REPAIRING, REPLACEMENT, REFINISHING AND PAINTING INTERIOR DRYWALL AS NOTED AND AS REQUIRED.

22. CONTRACTOR SHALL HAVE OWNER AND ARCHITECT WRITTEN APPROVAL FOR PLACEMENT OF SITE STORAGE TRAILER. THE PROPERTY OWNER WILL NOT BE HELD RESPONSIBLE FOR DAMAGED, LOST OR

STOLEN MATERIALS AND CONTRACTORS TOOLS.

23. ALL GENERAL NOTES LISTED ON ALL DRAWINGS APPLY TO ALL DRAWINGS LISTED OR NOT.

24. INSTALL ALL PRODUCTS BY MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS.

GENERAL NOTES:

THE GENERAL CONTRACTOR AND ALL CONTRACTORS BIDDING ON THIS PROJECT

SHALL VISIT THE SPACE TO FAMILIARIZE THEMSELVES WITH THE ACTUAL JOB

CONDITIONS AND TO CHECK FOR ANY INTERFERENCES BETWEEN THEIR WORK

AND THAT OF OTHER TRADES AND/OR APPARENT EXISTING VIOLATIONS OF LOCAL,

STATE, OR FEDERAL CODES, LAWS, ORDINANCES, AND REGULATIONS BEFORE

ENTERING INTO A CONTRACT WITH EITHER THE GENERAL CONTRACTOR AND/OR

SUBCONTRACTORS

UNFORESEEN CONDITIONS. IF ANY INTERFERENCES OR VIOLATIONS APPEAR AND

DEPARTURE FROM THE DESIGN INTENT OF THE CONTRACT DOCUMENTS IS

REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND

PROJECT MANAGER IMMEDIATELY, IN WRITING, BEFORE ENTERING INTO A

CONTRACT WITH THE CLIENT. FAILURE TO PROVIDE ARCHITECT AND

CONSTRUCTION MANAGER WITH AFOREMENTIONED NOTIFICATION SHALL RESULT

IN THE SPECIFIC CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL

WORK REQUIRED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS AT

HIS/HER OWN COSTS WITH NO ADDITIONAL EXPENSES (EXTRAS) BEING INCURRED.

NOTE TO ALL CONTRACTORS:

"FURNISH": THE TERM "FURNISH" MEANS TO SUPPLY AND DELIVER TO PROJECT

SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR

OPERATIONS.

"INSTALL": THE TERM "INSTALL" DESCRIBES OPERATIONS AT PROJECT SITE

INCLUDING UNLOADING, TEMPORARY STORING, UNPACKING, ASSEMBLING,

ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSIONS, FINISHING,

CURING, PROTECTING, CLEANED, AND SIMILAR OPERATIONS.

"PROVIDE": THE TERM "PROVIDE" MEANS TO FURNISH AND INSTALL, COMPLETE AND

READY FOR THE INTENDED USE.

STANDARD DEFINITIONS:

M A

L U

S N

I N

E P

S I

E R

E U

Q I

E C

I P

S M

U C

R I

M U

N U

S E

U B

I R

U L

415 Leonard Street NW, Suite 200 Grand Rapids, MI 49504

(616) 785-5656 www.paradigmae.com

Grand Rapids | Phoenix

ARCHITECTS

PARADIGM DESIGN

ENGINEERS|

INTERIOR DESIGN

D E

N A

N D

C O

N S

T R

U C

N D

S T

A T

E F

A C

A D

R A

S T

A T

E O

F M

D E

P A

R T

M E

N T

O F

T E

C H

N O

L O

G Y

A N

A G

E M

E N

T A

N D

B U

D G

E T

D M

V A

P R

C T

B P

R O

A R

C H

P R

C T

R E

D E

S C

D e p a rt m e n t o f

M ili ta ry a n d V e te ra n s A ff a ir s

C H

E C

K E

D R

A W

P .M

H E

E T

O N

N O

S U

E D

F O

R D

TODD OCKASKIS

MI - REGISTRATION # 1301051301

EXP. DATE - 4/30/2027

:3 :1

A M

D M

V A

C A

M P

G R

A Y

G B

GENERAL INFORMATION

C A

M P

G R

A Y

G R

A Y

M I

A -0

A K

A ut ho r

C he ck er

SCALE: 1/4" = 1'-0"

ACCESSORY HEIGHTS

C O

N S

T R

U C

-2

A-201

C C

D D

B B

A A

1'-6"

3'-4" 5'-8" 18'-0" 18'-6" 18'-0" 18'-0" 18'-0" 3'-0" 3'-4" 6'-8" 18'-0" 12'-0" 18'-0" 12'-0" 18'-0" 12'-0" 18'-0" 7'-8"

'-0

11'-6" 3'-4" 5'-8" 18'-0" 18'-6" 18'-0" 76'-0" 3'-4"

1'-6" 2'-0"

6'-0" 6'-0"

6" 1'-2" 17'-10" 21'-0" 15'-0" 31'-0" 32'-0" 1'-0" 27'-0" 32'-0" 30'-0" 30'-0" 1'-2"

11'-0" 7'-0"2'-0"1'-6" 15'-0" 6'-0" 6'-0"

A-301

. .1

A-301

3'-4" 4'-0" 4'-8"

COLD

STORAGE104

WORK

BAY

OFFICE

UNISEX

JANITOR

MECHANICAL

STORAGE

2' -8

-4

'-8

-4

9' -4

-4

4' -0

-4

8' -0

-4

1' -4

-4

'-8

"16 '-0

7/ 8"

3' -1

1" 3'

-0

8' -1

7/ 8"

'-5

7/ 8"

'-5

7/ 8"

'-1

99'-8 3/4"

99'-9 3/4"

100'-0"

99'-8 3/4"

1'-6"

100'-0"

B U

BUILDING LINE

100'-0"

99'-9 3/4"

6' -0

'-8

CRANE RAIL

99'-0"

100'-0"

11'-0" 10'-6"

(4) FLOOR TIE DOWNS

EQUAL TO CHAMP FLOOR

ANCHOR POT 1600 TO

RESIST 10,000 LBS

EXPANDABLE END WALL

WELD TABLE

SHR

LBS

BBS LATHE

WLD

PLZ

MWLD

TWLD

BDP

LDP

5' -7

-6

10"

8" CMU WALL - 3-HR

FIRE BARRIER

'-0

1'-0"

2'-10"

WASH

BAY

'-0

8'-0"

239'-2"

9'-5 5/8"

A-101

'-0

2'-10"

9'-2" 135'-4" 95'-8" 5'-0"

1' -0

-4

6' -8

3' -6

-6

10'-4" 58'-0"

6' -0

6' -6

9'-0"

2'-10"

5' -0

8" 6'-0"

1'-4"

8'-0"

6' -0

POWER

WASHER

99'-10 1/2"

100'-0"

100'-0" 100'-0"

14'-7"

100'-0"

2'-10"

5' -0

TYP.

2'-0"2'-0"

4' -8

-8

'-0

240'-2"

'-0

6' -8

104H

104G 104F

110A

109A

108A

107A

106A

105A

104A 104B 104C 104D

104E

TYP.

102A

102B

102C

103A

101A 101B 101C

101D

101E

A-303

TYP.

A -2

-A

A -2

-A A

-2 -A

Z-1-Z

A-303

Z-2-A

E-3-C

C -3

-E

84'-10"

TYP.

Z-4-A

Z-2-A

Z-4-A

TYP

3' -4

-0

3' -4

-0

WALL MOUNTED EYE /

FACE WASH - REFER

TO PLUMBING

BID ALTERNATE #1:

(2) POST LIFT:

CHALLENGER LIFTS E15

OIL

DISPENSER

BID

ALTERNATE #1:

OILSAFE

11W0400

BID

ALTERNATE #1:

COATS

CHD9041

TIRE

MACHINE

SHELF

BID

ALTERNATE #1:

(4) HALLOWELL

F7510-24HG

EDGE OF CONCRETE REFER

TO CIVIL AND STRUCTURAL

EDGE OF CONCRETE REFER

TO CIVIL AND STRUCTURAL

VERIFY WITH

SHOWER

MANUFACTURER

SOAP AND PAPER

TOWEL DISPENSER

AT SINK

SHELF

SHELF SHELF

O M

WALL TYPE KEYNOTES

SHEATHING TYPE

NEW CONSTRUCTION

EXISTING TO REMAIN

THIS NUMBER

CORRESPONDS TO

THE FRAMING TYPE

THIS LETTER

CORRESPONDS TO

THIS SHEATHING

TYPE ON THIS SIDE

OF THE WALL

WALL

THIS LETTER

CORRESPONDS TO

THIS SHEATHING

TYP…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 6, 2026.