2026-08-03 Fort Custer Sign - Addendum #1 - drawings.pdf

PDF 4 MB Posted Aug 4, 2026

Attached to: 511/26239. CAK; Fort Custer Training Center Signage
Solicitation number: RFQ 171 260000000409 3
Issued by: Michigan

About this file

Written by GovTribe AI · Aug 5, 2026

This Addendum #1 document, dated August 3, 2026, supports a construction project for the Department of Military and Veterans Affairs at Fort Custer in Augusta, Michigan. The project involves the design and construction of two wayfinding signs: an Expert Skills Sign and a Training Center Sign. The design is led by Paradigm Design, Inc. (civil engineer and architect) and Matrix Consulting Engineers (electrical engineer). The project includes site preparation with raised pads featuring sand and crushed limestone bases, granite perimeter walls, landscape improvements, and structural steel framework painted to specifications. The signs will incorporate aluminum letters and panels with military insignia including Expert Infantry Badge, Expert Soldier Badge, Expert Medic Badge, and various seals, all requiring graffiti-resistant clear coating. Final owner review occurred on July 21, 2026, with bids and construction authorized on July 22, 2026.

The addendum includes detailed architectural elevations, a civil site layout plan showing sign locations relative to Interstate 94 access roads and existing structures, landscape plans with vegetation removal requirements, and electrical specifications for site lighting. The electrical design features solar-powered spotlights mounted on posts to illuminate the signage, with DC cables routed through buried 1.5-inch PVC conduit. All steel components must be designed by the sign contractor and meet minimum specifications, with shop drawings required for approval. Paint specifications utilize Sherwin Williams products in Pussywillow, Tricorn Black, and Snowbound finishes. The contractor is responsible for obtaining all permits, conducting utility locating through Miss Dig, and ensuring protection of existing utilities and site restoration.

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Other files

File	Type	Posted
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Aug 4, 2026
Fort Custer Signage Advert - B&C.pdf	PDF	Aug 4, 2026
2026-08-03 Fort Custer Sign - Addendum #1 - write-up.pdf	PDF	Aug 4, 2026
Fort Custer Signage - Pre-bid sign-in.pdf	PDF	Aug 4, 2026
Fort Custer Sign drawings - B&C.pdf	PDF	Aug 4, 2026
Fort Custer Signage Spec - B&C.pdf	PDF	Aug 4, 2026

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CLIENT:

DEPARTMENT OF MILITARY AND VETERANS

AFFAIRS

CAMP GRAYLING, GRAYLING MI

MILICON PROGRAMMING MANAGER

PHONE: 503-351-0830

CONTACT: JON JORGENSEN

EMAIL: JORGENSENJ@MICHIGAN.GOV

DMVA CONSTRUCTION OBSERVATIONS

PHONE: 989-390-0763

CONTACT: MELISSA MEAD

EMAIL: MEADM4@MICHIGAN.GOV

CIVIL ENGINEER:

PARADIGM DESIGN, INC.

415 LEONARD ST SUITE 200

GRAND RAPIDS, MI 49504

PHONE: 616-785-5656

CONTACT: CLINT SCHERF

EMAIL: CSCHERF@PARADIGMAE.COM

ARCHITECT:

PARADIGM DESIGN, INC.

415 LEONARD ST SUITE 200

GRAND RAPIDS, MI 49504

PHONE: 616-785-5656

CONTACT: TODD OCKASKIS

EMAIL: TOCKASKIS@PARADIGMAE.COM

ELECTRICAL ENGINEER:

MATRIX CONSULTING ENGINEERS

1601 E. CESAR E. CHAVEZ AVE.

LANSING, MI 48906

517-487-2511

CONTACT: MASON CORDES, P.E.

EMAIL: MCORDESI@MATRIXCEINC.COM

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APPROXIMATE SIGN LOCATION

EXPERT SKILLS SIGN

PROJECT DIRECTORY PROJECT LOCATION

SHEET INDEX

GENERAL

A1 8-03-26 G-001 COVER SHEET

LANDSCAPE PLAN

A1 8-03-26 L-101 LANDSCAPE PLAN

CIVIL

A1 8-03-26 C-101 CIVIL SITE LAYOUT PLAN

ARCHITECTURAL

A1 8-03-26 A-201 ARCHITECTURAL ELEVATIONS

ELECTRICAL

7-22-26 E-100 ELECTRICAL SYMBOLS, ABBREV. & NOTES

A1 7-22-26 E-400 SITE LIGHTING PLAN

MOST RECENT ISSUE DATE

MOST RECENT REVSION NUMBER

FILLED IN SQUARE INDICATES

DRAWING ISSUED WITH THIS SET

# X-X-26

APPROXIMATE SIGN LOCATION

TRAINING CENTER SIGN

FORT CUSTER SIGN

FORT CUSTER, AUGUSTA, MI

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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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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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ARCH PROJECT

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DMVA PROJ. #

974.50

977.63

973.79

973.60 974.99

979.83

981.55

977.13

978.52

982.61

979.58

982.61

984.51

986.76

986.09

983.09 981.76

984.38

979.88

982.46

978.16

978.73

977.96

977.28

(POINT 43)

976.77

977.30

975.93

976.88

976.29

975.82

974.22

975.55

975.50

973.92

973.56

974.20

975.53

975.01

974.55

974.56

974.86

975.31

975.21

975.25

974.87

974.08

973.47 974.42

974.93

975.66

975.91

975.96

975.93 976.19

976.54

976.56

976.31

975.88

975.35 975.84

976.26

976.70

976.88

977.03

976.58 976.84

977.17

977.19

977.01

976.33

976.04 976.67

976.54

977.42

977.64

977.49

976.75

977.71

978.47

978.75

978.48

977.50

977.82 979.00

979.16

980.18

980.43

980.23 982.02

982.35

982.14

981.53

981.42 984.01

983.83

983.88

984.11

983.96

976.28

978 979 980

BM 1

gravel road

I-94

975 976

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LEGEND

GRAVEL ROAD

EXISTING FENCING

EXPERT SKILLS SIGN

GENERAL NOTES:

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

REFER TO LANDSCAPE PLAN FOR GRANITE WALL, SIGN VEGETATION AND EXACT LOCATION OF VEGETATION.

AUTOCADD DRAWING WILL BE PROVIDE TO ENSURE ACCURACY OF FIELD LOCATION.

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.

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 MISS DIG FOR LOCATING EXISTING UNDERGROUND UTILITIES.

EXISTING GRAVEL ROADWAY

APPROXIMATE SIGN LOCATION

EXPERT SKILLS SIGN

PROJECT LOCATION

APPROXIMATE SIGN LOCATION

TRAINING CENTER SIGN

EXPERT SKILLS SIGN

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.

PARADIGM DESIGN

www.paradigmae.com

Grand Rapids | Phoenix

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

(616) 785-5656

ENGINEERSARCHITECTS

JOB #2604048 GR

SITE LAYOUT PLAN

0 20' 40'

INTERSTATE 94

ACCESS ROADACCESS ROAD

EXISTING

BUILDINGS

EXISTING FENCE

- REFERENCE ARCHITECTURAL

PLANS FOR DETAILS

- EXACT LOCATION TO BE

FIELD VERIFIED BY DMVA AT

TIME OF CONSTRUTION

SIGN - REFERENCE

ARCHITECTURAL PLANS

EXISTING VEGETATION LINE

RAISED PAD PER DETAIL 1

REFERENCE LANDSCAPE PLANS

FOR GRANITE PERIMETER DETAILS

RAISED PAD PER DETAIL 1

REFERENCE LANDSCAPE PLANS

FOR GRANITE PERIMETER DETAILS

EXISTING

43 MARKER SIGN

977.5

R 16'

NOT TO SCALE

STANDARD DUTY PAD SECTION1

12" SAND SUB BASE - CLASS II

10" 21 AA CRUSHED LIME STONE

COMPACTED

SUBGRADE TO 95%

RELATIVE

COMPACTION

976.5

977.5

RAISED PAD PER DETAIL 1

REFERENCE LANDSCAPE PLANS

FOR GRANITE PERIMETER DETAILS

REMOVE EXISTING

VEGETATIONREMOVE EXISTING

VEGETATION

REMOVE EXISTING

VEGETATION

EXISTING VEGETATION LINE

SIGN - REFERENCE

ARCHITECTURAL PLANS

EXISTING CONTOURS

EXISTING VEGETATION

VEGETATION TO BE REMOVED

GRANITE WALL - PER LANDSCAPE PLANS

977 PROPOSED GRADES

JON W. LEDY

MI - REGISTRATION #6201038734

EXP. DATE 03/12/2028

R 13'

R 16'

ADDENDUM 1

ADDENDUM 1 AD

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IDENTIFICATION NO.

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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ARCH PROJECT

MICHIGAN ARMY NATIONAL GUARD

TRAINING CENTER

40'-0"

FORT CUSTER3'-

1'- 4"

1'- 8"

-1

0'- 0"

'-0

4'-

SIGN, BY SIGNAGE

CONTRACTOR - REFER

TO 3/A-201 FOR INTENT

6" X 6" STEEL TUBE "COLD

ROLL" ARCH PAINTED,

PT-2

FOUNDATION DELEGATE

DESIGN BY SIGN CONTRACTOR

DELEGATED DESIGN FOOTING,

FINAL SIZE DETERMINED BY

SIGN CONTRACTOR

8" X 6" VERTICAL TUBE

STEEL PAINTED, PT-2

6" X 6" STEEL TUBE

"COLD ROLL" ARCH

PAINTED, PT-2

6" X 6" STEEL FRAME

BEHIND SIGNAGE

PAINTED, PT-2

EXPERT INFANTRY

BADGE

GROUND & LANDSCAPE,

REFER TO LANDSCAPE

DRAWINGS

GROUND & LANDSCAPE,

REFER TO LANDSCAPE

DRAWINGS

DELEGATED DESIGN

FOOTING, FINAL SIZE

DETERMINED BY SIGN

CONTRACTOR

STEEL COLUMNS SIZE & COUNT

SHOWN AS 12" DIAM. TUBE OR

12" I BEAM FOR INTENT. SIGN

CONTRACTOR TO DETERMINE

FINAL QUANTITY & SIZE

ARNG SEAL

GRIFFIN PATCH SEAL,

BACKGROUND PAINT PT-3

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

A-201

EXPERT SKILLS SIGN STRUCTURE ELEVATION

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

A-201

TRAINING CENTER SIGN ELEVATION

GENERAL NOTES

1. STEEL SIZES SHOWN ON PLANS REPRESENT MINIMUM REQUIREMENTS. ALL STEEL AND FOUNDATIONS

SHALL BE DESIGNED BY AN ENGINEER FROM THE SIGN CONTRACTOR.

2. STEEL TO BE PAINTED.

3. PROVIDE SHOP DRAWINGS.

4. AWARDED CONTRACTOR WILL BE PROVIDED VECTOR FILES FOR SEALS AND BADGES.

5. ALL SIGNAGE TO BE COATED WITH A GRAFFITI PROOF CLEAR COAT FOR UV PROTECTION.

6. CONTRACTOR TO PROVIDE GASKETING TO SEPARATE ALUMINUM AND STEEL.

7. ALUMINUM THICKNESS DELEGATED DESIGN TO PREVENT OIL CANNING AND RESIST WIND LOADS.

8. SIGNAGE CONTRACTOR SHALL PROVIDE RECOMMENDATIONS AND SUPPORTING DISENG CRITERIA

FOR LETTER HEIGHT, FONT WEIGHT AND CHARACTER SPACING (KERNING) BASED ON ANTICIPATED

VIEWING DISTANCES AND READABILITY REQUIREMENTS. CRITERIA WILL BE CONSISTENT WITH

RECOGNIZED INDUSTRY STANDARDS AND BEST PRACTICES FOR HIGHWAY VISIBLE BILLBOARD

SIGNAGE.

1" THICK ALUMINUM LETTERS

FACE APPLIED, PAINT PT-2

EXPERT

MED BADGE

EXPERT SOLIDER BADGE.

FONT TO BE ARIAL & BOLD

4" TYP.

8"X8", 1/2" THICK ALUMINUM APPLIED

TO FACE OF PANEL, PAINT PT-2

ALUMINUM PANEL, PAINT PT-1

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

A-201

EXPERT SKILLS SIGN ELEVATION

4'-6"

1'- 0"

4'-6"

1'- 0"

EQ EQ EQ EQ

CL CL

R1'-2"

GRADE

ALIGN BOTTOM OF

EACH BADGE

4 1/8"

R22'-0"

MFG: SHERWIN WILLIAMS

COLOR: SW 7643 PUSSYWILLOW

SHEEN: FLAT

FINISH DESCRIPTION SPECIFICATION CONTACT

FINISH KEY

EXTERIOR PAINTPT-1 KAREN MCILWAIN

KAREN.MCILWAIN@SHERWIN.COM

317-714-5610

MFG: SHERWIN WILLIAMS

COLOR: SW 6258 TRICORN BLACK

SHEEN: FLAT

EXTERIOR PAINTPT-2 KAREN MCILWAIN

KAREN.MCILWAIN@SHERWIN.COM

317-714-5610

7 1/2"

1'-3"

BORDER OF SIGN, PAINT PT-2

PAINT PANEL SIDE AND

BACK, PT-1

3'- 3 5

/8"

R2'-2"

TYP.

FINISH IMAGE

BOTTOM OF EACH SIGN TO

ALIGN WITH EACH OTHER

ALUMINUM PANEL, PAINT PT-1

1" THICK ALUMINUM LETTERS

FACE APPLIED, PAINT PT-2.

FONT TO BE STENCIL

PAINT SIDE OF PANEL, PT-2

PAINT BACK OF PANEL, PT-1

R2 7'-

8'- 9 1

/2"

EXPERT INFANTRY

BADGE. ALUMINUM

PANEL, PAINTED

5'-4"

EXPERT SOLIDER BADGE.

ALUMINUM PANEL, PAINTED

EXPERT MED BADGE. ALUMINUM

PANEL, PAINTED

11'-10 1/8"

3'-

5/ 8"

3'- 3 3

/8"

12'-11 7/8"

13'-1 7/8"

3/4" X 3/4" STEEL,

TYP. PAINTED, PT-2

2'-7 1/4" 2'-7 1/4"

1'- 0"

'-6

1/ 8"

25'-2 3/8"

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

A-201

EXPERT SKILLS SIGN STRUCTURE ELEVATION

WITH DIMENSIONS

22°

R22'-3"

'-3

'-9

'-1

1 1 /4" 14'-5 1/8"

'-1

3/ 8"

11'-4 3/4"

4'- 5 3

/8"

21'-4"

'-7

1/ 8"

12'-7 1/8"

'-1

0 1 /8"

6'-10 3/4"

REFER TO 1B/A-201 FOR

DIMENSIONS

'-5

5'-11 5/16"

4'-6"

ALL DIMENSIONS SHOWN ARE

TO CENTERLINE OF STEEL

EQ. EQ.

18'-4"

2'- 5 7

/8"

R2'-2"

TYP.

ALIGN SEAL WITH

TOP OF TEXT

ALIGN SEAL WITH

TOP OF TEXT

MFG: SHERWIN WILLIAMS

COLOR: SW 7004 SNOWBOUND

SHEEN: FLAT

EXTERIOR PAINTPT-3 KAREN MCILWAIN

KAREN.MCILWAIN@SHERWIN.COM

317-714-5610

10 7/8"

7 3/8"

4" CONCRETE MAINTENANCE

STRIP AROUND SIGN

FOUNDATION, REFER TO PLAN

1'- 0"

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

A-201

EXPERT SKILLS SIGN - PLAN VIEW

CONCRETE MAINTENANCE STRIP

AROUND SIGN FOUNDATION

6" 6"

STEEL STRUCTURE, ABOVECONCRETE FOUNDATION

4'-0"

4'- 0"

17'-4"4'-0"

18'-4"

Ø3'-0"

Ø2'-0

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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ARCH PROJECT

L1 L1

L2L2

TYP.

ELECTRICAL KEY NOTES

FIELD AIM SPOTLIGHT TOWARDS ARMAMENT. LOCATE

SPOTLIGHT NEAR EDGE OF CIRCULAR PLATFORM. MOUNT

SPOTLIGHT ON POST OF SUFFICIENT HEIGHT SO THAT

LANDSCAPING DOES NOT IMPEDE ILLUMINATION OF

ARMAMENT.

MOUNT SPOTLIGHT 12' FROM BILLBOARD. MOUNT SPOTLIGHT

ON POST THREE FEET ABOVE FINISHED GRADE. EXACT BEAM

ANGLE SHALL BE DETERMINED IN FIELD TO ENSURE

UNIFORM ILLUMINATION OF SIGN FACE.

SOLAR PANELS. LOCATION FOR INSTALLATION SHALL BE

DETERMINED IN FIELD. LOCATION SHALL BE FREE FROM

SHADOWS FROM FOLIAGE, BILLBOARD, ETC. DURING

DAYLIGHT HOURS.

ROUTE ALL DC CABLES IN BURIED 1-1/2" PVC CONDUIT.

N SITE LIGHTING PLAN

SCALE 1/8" = 1'-0"

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Sheets and Views

C-102 SITE LAYOUT PLAN

048-050-L-101

048-064-A-201

048-148-E-400

File details come from the government source that posted it. Updated Aug 5, 2026.