Plans Set_4 of 7_17282_2026.pdf

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Attached to
751/17282. BDW; Lexington Harbor-Marina Redevelpmnt
Solicitation number
RFQ 171 260000000309 3
Issued by
Sanilac County, Lansing City, Michigan

About this file

Written by GovTribe AI ·

This is a Plans Set document (Set 4 of 7) for the Lexington Harbor-Marina Redevelopment project in Michigan (Project 17282). The document appears to be one component of a comprehensive set of architectural and engineering plans for the harbor and marina redevelopment initiative. The plans set is part of the bidding and contract documentation package that outlines the technical specifications and design requirements for contractors responding to this state and local capital improvement project. The full scope encompasses multiple plan sheets across seven sets of documents, with this particular submittal containing detailed design drawings and specifications necessary for contractors to understand the project scope, site conditions, and construction requirements.

As a plans set document, this file serves as a critical reference material for qualified bidders preparing their proposals and cost estimates for the Lexington Harbor-Marina Redevelopment project. Contractors must review all seven sets of plans in conjunction with the related project specifications, scope of work, and any addendums or clarifications issued during the bidding period to ensure complete understanding of the work required. This planning documentation is essential for accurate project pricing, resource allocation, and scheduling, and potential bidders should obtain all related documents and attend any scheduled bidders' conference or pre-bid site visit to ensure they have comprehensive project information before submission of their proposals.

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Advertisement_17282_2026.pdf PDF
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Plans Set_6 of 7_17282_2026.pdf PDF
Plans Set_5 of 7_17282_2026.pdf PDF
260603 LSH - Marina Redev Bid Addenda #2_17282.pdf PDF
Specifications_01_17282_2026.pdf PDF
260601 LSH - Marina Redev Bid Addendum #1_17282.pdf PDF
Plans Set_2 of 7_17282_2026.pdf PDF
C2 00200 Information for Bidders Attachments P1_17282_2026.pdf PDF
Plans Set_7 of 7_17282_2026.pdf PDF
Specifications_02Technical_17282_2026.pdf PDF
Plans Set_3 of 7_17282_2026.pdf PDF
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DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

O

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SH

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

1 SCALE:

GANGWAY PLATFORM B RAILING ELEVATION (II)

1"=1'-0" DT-TYP-RAILING-ELEVATION-PLATFORM-B

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING POST TYP. HSS1x1x 18 A500 GRADE C H.D.G. STEEL

TUBE BALUSTERS @ 4.5" MAX. SPACING C-C

HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING BOTTOM HORIZONTAL

TYP. HSS3x3x 14 A500 GRADE C H.D.G STEEL RAILING TOP HORIZONTAL

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING VERTICAL

TYP. 2x6 KEBONY TIMBER TOPPER BOARD

TYP. 2x6 KEBONY TIMBER HORIZONTAL BOARD

HSS 8x3x516 A500 GR. C H.D.G. EDGE JOIST, TYP. 2x6 KEBONY TIMBER DECKING

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES*

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

5'-7" TYP.5" 5"

2"

2'- 8"

3'- 6"

2"

1112"

13'-1" STANDARD PLATFORM MOUNTED RAILING (II)

1'-43 4" TYP.6"

2 - Y

CM-5.02

NOTES:

1. *3" DECK SCREW, TYP. @ 18'' MAX. SPACING, CENTERED ON 2x6 KEBONY TIMBER HORIZONTAL NOT SHOWN FOR CLARITY - SEE SECTION VIEW

2. SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER PRIOR TO PROCUREMENT

3. ALL CARBON STEEL FINISHES TO BE H.D.G.

4. RAILING POSTS, BOTTOM HORIZONTALS, & VERTICALS TO BE 2'' x 2'' x 14'' HSS A500 GRADE C H.D.G. STEEL TUBING. BALUSTERS TO BE 1'' x 1'' x 18'' HSS A500 GRADE C H.D.G. STEEL TUBING. TOP HORIZONTALS TO BE 3'' x 3" x 14'' HSS A500 GRADE C H.D.G.

5. ALL WELDS TO USE Fy = 70 (KSI) FILLER MATERIAL

6. COORDINATE ALL ELECTRICAL SIGNAGE REQUIREMENTS WITH ELECTRICAL SHEETS AND ELECTRICAL CONTRACTOR

2 - Y

CM-5.02

3'-912" TYP. 212"212"

2"

2'- 8"

3'- 6"

2"

1'-103 4" TYP. 1'-103 4"1'-103 4"

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING POST TYP. HSS1x1x 18 A500 GRADE C H.D.G. STEEL

TUBE BALUSTERS @ 4.5" MAX. SPACING C-C

HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING BOTTOM HORIZONTAL

TYP. HSS3x3x 14 A500 GRADE C H.D.G STEEL RAILING TOP HORIZONTAL

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING VERTICAL

TYP. 2x6 KEBONY TIMBER TOPPER BOARD

TYP. 2x6 KEBONY TIMBER HORIZONTAL BOARD

HSS 8x3x516 A500 GR. C H.D.G. RIM JOIST, TYP. 2x6 KEBONY TIMBER DECKING

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES*

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

SCALE:

GANGWAY PLATFORM B RAILING ELEVATION (III)

1"=1'-0" DT-TYP-RAILING-ELEVATION-PLATFORM-B

7'-9" STANDARD PLATFORM MOUNTED RAILING (III)

NOTES:

1. *3" DECK SCREW, TYP. @ 18'' MAX. SPACING, CENTERED ON 2x6 KEBONY TIMBER HORIZONTAL NOT SHOWN FOR CLARITY - SEE SECTION VIEW

2. SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER PRIOR TO PROCUREMENT

3. ALL CARBON STEEL FINISHES TO BE H.D.G.

4. RAILING POSTS, BOTTOM HORIZONTALS, & VERTICALS TO BE 2'' x 2'' x 14'' HSS A500 GRADE C H.D.G. STEEL TUBING. BALUSTERS TO BE 1'' x 1'' x 18'' HSS A500 GRADE C H.D.G. STEEL TUBING. TOP HORIZONTALS TO BE 3'' x 3" x 14'' HSS A500 GRADE C H.D.G.

5. ALL WELDS TO USE Fy = 70 (KSI) FILLER MATERIAL

6. COORDINATE ALL ELECTRICAL SIGNAGE REQUIREMENTS WITH ELECTRICAL SHEETS AND ELECTRICAL CONTRACTOR

SCALE:

GANGWAY PLATFORM B RAILING ELEVATION (VII)

1"=1'-0" DT-TYP-RAILING-ELEVATION-PLATFORM-B

2"

2'- 8"

3'- 6"

1'-114" TYP.

2'-212"

1'-0"

2 - Z

CM-5.02

1'-612"

3'-612" STANDARD CONCRETE

MOUNTED RAILING (VI)

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING POST

TYP. HSS1x1x 18 A500 GRADE C H.D.G. STEEL TUBE BALUSTERS @ 4.5" MAX. SPACING C-C HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING BOTTOM HORIZONTAL

TYP. HSS3x3x 14 A500 GRADE C H.D.G STEEL RAILING TOP HORIZONTAL

TYP. HSS3x3x 14 A500 GRADE C H.D.G STEEL RAILING VERTICAL

TYP. 2x6 KEBONY TIMBER TOPPER BOARD

TYP. 2x6 KEBONY TIMBER HORIZONTAL BOARD

CONCRETE PROMENADE

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED HARDWARE, CENTERED

ON HSS HORIZONTAL RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES*

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED HARDWARE, CENTERED

ON HSS HORIZONTAL RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED HARDWARE, CENTERED

ON HSS HORIZONTAL RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

NOTES:

1. *3" DECK SCREW, TYP. @ 18'' MAX. SPACING, CENTERED ON 2x6 KEBONY TIMBER HORIZONTAL NOT SHOWN FOR CLARITY - SEE SECTION VIEW

2. SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER PRIOR TO PROCUREMENT

3. ALL CARBON STEEL FINISHES TO BE H.D.G.

4. RAILING POSTS, BOTTOM HORIZONTALS, & VERTICALS TO BE 2'' x 2'' x 14'' HSS A500 GRADE C H.D.G. STEEL TUBING. BALUSTERS TO BE 1'' x 1'' x 18'' HSS A500 GRADE C H.D.G. STEEL TUBING. TOP HORIZONTALS TO BE 3'' x 3" x 14'' HSS A500 GRADE C H.D.G.

5. ALL WELDS TO USE Fy = 70 (KSI) FILLER MATERIAL

6. COORDINATE ALL ELECTRICAL SIGNAGE REQUIREMENTS WITH ELECTRICAL SHEETS AND ELECTRICAL CONTRACTOR

3'-0" STANDARD CONCRETE

MOUNTED RAILING (I)

4"

1'-5" TYP.

SCALE:

GANGWAY PLATFORM B RAILING ELEVATION (I & VI)

1"=1'-0" DT-TYP-RAILING-ELEVATION-PLATFORM-B

GANGWAY

PLATFORM B

2 - Z

CM-5.02

2"

2'- 8"

3'- 6"

1012" TYP.

1'-9"

4"

NOTES:

1. *3" DECK SCREW, TYP. @ 18'' MAX. SPACING, CENTERED ON 2x6 KEBONY TIMBER HORIZONTAL NOT SHOWN FOR CLARITY - SEE SECTION VIEW

2. SUBMIT SHOP DRAWINGS FOR APPROVAL TO ENGINEER PRIOR TO PROCUREMENT

3. ALL CARBON STEEL FINISHES TO BE H.D.G.

4. RAILING POSTS, BOTTOM HORIZONTALS, & VERTICALS TO BE 2'' x 2'' x 14'' HSS A500 GRADE C H.D.G. STEEL TUBING. BALUSTERS TO BE 1'' x 1'' x 18'' HSS A500 GRADE C H.D.G. STEEL TUBING. TOP HORIZONTALS TO BE 3'' x 3" x 14'' HSS A500 GRADE C H.D.G.

5. ALL WELDS TO USE Fy = 70 (KSI) FILLER MATERIAL

6. COORDINATE ALL ELECTRICAL SIGNAGE REQUIREMENTS WITH ELECTRICAL SHEETS AND ELECTRICAL CONTRACTOR

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING POST

TYP. HSS1x1x 18 A500 GRADE C H.D.G. STEEL

TUBE BALUSTERS @ 4.5" MAX. SPACING C-C

HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING BOTTOM HORIZONTAL

TYP. HSS3x3x 14 A500 GRADE C H.D.G STEEL RAILING TOP HORIZONTAL

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING VERTICAL

TYP. 2x6 KEBONY TIMBER TOPPER BOARD

TYP. 2x6 KEBONY TIMBER HORIZONTAL BOARD (SIZED 4'' LONG ON PLATFORM

SIDE TO BE FLUSH WITH PLATFORM MOUNTED RAILING TIMBER HORIZONTALS)

CONCRETE PROMENADE

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES*

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

5" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS &

ASSOCIATED HARDWARE, CENTERED ON HSS HORIZONTAL

RAIL @ 18'' MAX. SPACING, 1" MIN. END & EDGE DISTANCES.

4" LONG 38" DIA. A307A H.D.G. CARRIAGE BOLTS & ASSOCIATED

HARDWARE, CENTERED ON HSS RAILING POST & VERTICALS

1'-11" STANDARD CONCRETE

MOUNTED RAILING (VI)

3 4

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CM-5.03

CH

FL

FL

18-036

4/24/2026

BID

751/17282 BDW

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

O

JE

C

T

TI

TL

E:

SH

EE

T

TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

SCALE:

GANGWAY PLATFORM A - SECTION VIEW

1/2"=1'-0" DT-GWY-PLAT-A-SECTION

TOP OF DECK: 584.0'

LWD : 577.50'

10'-0" CLEAR TO FULL DEPTH

TOE OF EXISTING SHEETING: 563.7'

DREDGE DEPTH : 569.5' (LWD -6.5')

OHWM : 580.50'

RHW : 582.35'

RLW : 575.79'

'-6

'' E M

BE

D

M

IN

8' x 80' GANGWAY

CONCRETE PROMENADE

3'-0" 3'-0"

DECKING, TYP.

BLOCKING, TYP.

(BEYOND)

EXISTING STEEL

SHEET PILE WALL

& STEEL CAP

L6x6x12 A572 GR.50 STEEL LEDGER BEAM

EDGE JOIST, TYP.

HSS 5x4x516 A500 GR. C H.D.G. SPACER

2:1 SLOPE FROM DREDGE

DEPTH TO EXISTING GRADE

12'' DIA. x 12'' THICK ASTM A252

GR. 3 STEEL PIPE PILE, TYP.

14'' DIA. x 12'' THICK ASTM A36 STEEL PLATE PILE CAP, TYP.

HSS 8x3x38 A500 GR. C H.D.G. RIM JOIST W6x25 A992 STEEL CROSS BEAM, TYP.

4'' - 16'' 4'' - 16''

STANDARD PLATFORM

MOUNTED RAILINGSTANDARD CONCRETE

MOUNTED RAILING

HSS 8x3x516 A500 GR. C H.D.G. RIM JOIST

12'' THICK A572. GR. 50 STEEL

GUSSET PLATE @24'' O.C. SPACING

5'- 0"

512" (TYP.)

8' x 80' GANGW

AY RAM

P

(CENTERED ON PLATFORM

4''-16''

GANGWAY PLATFORM A DECKING & RAILING PLAN

5'-2"

CM-5.04

21316"

5"

312" (TYP.)

7'-1"

4''-16'' 4''-16''

CM-5.09

GANGWAY RAMP A

CONN. DETAIL

CM-5.05

GANGWAY PLATFORM

A RAILING (IV)

CM-5.05

SCALE:

GANGWAY PLATFORM A - PLAN VIEWS

1/2"=1'-0" DT-GANGWAY-PLATFORM-A-PLAN-VIEWS

GANGWAY PLATFORM A FRAMING PLAN

CM-5.04

HSS 8x3x38 A500 GR. C H.D.G. RIM JOIST

(GANGWAY CONN. SIDE ONLY)

2x8 SP NO. 2 TIMBER NAILER, TYP.

C8X13.75 A992 STEEL JOIST, TYP.

L3x3x14 A572 GR. 50 STEEL BLOCKING, TYP.

(NOTCH TIMBER NAILERS AROUND BLOCKING)

W6x25 A992 STEEL CROSS BEAM (BENEATH)

STANDARD FACE MOUNTED

STEEL & TIMBER RAILING

EXISTING STEEL SHEET PILE WALL & STEEL CAP (FIELD VERIFY & CONFIRM W/ ENGINEER)

14'' DIA. x 12'' THICK ASTM A36 STEEL PLATE PILE CAP, TYP.

12'' DIA. x 12'' THICK ASTM A252 GR. 3 STEEL PIPE PILE, TYP.

HSS 8x3x516 A500 GR. C H.D.G. EDGE JOIST, TYP.

L6x6x12 A572 GR.50 STEEL LEDGER BEAM, 13'-1'' LONG (FIELD VERIFY AND CONFIRM W/ ENGINEER)

TYP. 2x6 KEBONY TIMBER DECK BOARDS

2x8 SP NO. 2 TIMBER NAILER, TYP.

14'' DIA. x 3'' LONG TEKS STEEL SELF-DRILLING FLAT HEAD SCREW (PART#1096000), CENTERED ON RIM JOIST, TYP. (RIM JOIST CONNECTIONS ONLY)

TYP. S.S. DECK SCREWS, 2 PER DECK BOARD CONNECTION (CENTERED ON NAILER)

HSS 5x4x516 A500 GR. C H.D.G. SPACER (MATCH LENGTH OF LEDGER BEAM)

'-0

1'- 3"

1'- 3"

T

YP

1'-

3"

CONCRETE

PROMENADE

6'-0" 3"3'-0"

4''-16'' 4''-16''

8' x 80' GANGW

AY RAM

P

(CENTERED ON PLATFORM

CONCRETE

PROMENADE

GANGWAY RAMP A

DETAIL

CM-5.09

CM-5.09

1'-6" MAX.

512" (TYP.)

156"

(TYP.)

156"

(TYP.)

156"

(TYP.)

438"

18" (TYP.)

2316''

18" (TYP.)

2'-

1'-

3"

1'-012"

GANGWAY PLATFORM

A RAILING (III)

CM-5.05

1'- 1"

5"

3"

5'-2"5" 7'-1" 5"

1'-012"

GANGWAY PLATFORM

A RAILING (I)

CM-5.05

GANGWAY PLATFORM

A RAILING (II)

CM-5.05

TYP. RAILING POST

8" 1'-

1" 3"

8"

HSS 8x3x516 A500 GR. C H.D.G. RIM JOIST

SCALE:

GANGWAY PLATFORM A ELEVATION

1"=1'-0" DT-GANGWAY-PLATFORM-A-ELEV

10'-0"

3" DECK SCREW, TYP.

TYP. 2x6 KEBONY TIMBER DECKING

2x8 SOUTHERN PINE NO. 2, TIMBER NAILER

58" DIA x 6" LONG A307A, H.D.G. HEX

BOLTS, @ 24" MAX. SPACING.

HSS 8x3x516 A500 GR. C

H.D.G. EDGE JOIST, TYP.

2x8 SOUTHERN PINE NO. 2, TIMBER NAILER

3" DECK SCREW, TYP.

38" DIA. x 4 12" LONG A307A, H.D.G. CARRIAGE

BOLTS @ 24" MAX. SPACING SUBMIT W/ FASTENER

HARDWARE FOR ENGINEER APPROVAL

C8X13.75 A992 STEEL JOIST

TYP. 2x6 KEBONY TIMBER DECKING

8'-10"

L3x3x14 A572 GR. 50 STEEL BLOCKING, TYP.

EXISTING STEEL SHEET PILE

WALL & STEEL CAP

C8X13.75 A992 STEEL JOIST, TYP.

2x8 SOUTHERN PINE NO. 2, TIMBER NAILER, TYP.

1'-3" TYP.1'-3" TYP.

8' x80' GANGWAY RAMP

12'' DIA. x 12'' THICK ASTM A252

GR. 3 STEEL PIPE PILE, TYP.

14'' DIA. x 12'' THICK ASTM A36

STEEL PLATE PILE CAP, TYP.

W6x25 A992 STEEL CROSS BEAM

HSS 8x3x38 A500 GR. C H.D.G. RIM JOIST, TYP.

(NOT SHOWN FOR CLARITY)

HSS 8x3x516 A500 GR. C H.D.G. EDGE JOIST, TYP.

STANDARD PLATFORM

MOUNTED RAILING

STANDARD CONCRETE MOUNTED RAILING

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CM-5.04

CH

FL

FL

18-036

4/24/2026

BID

751/17282 BDW

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