Plans Set_5 of 7_17282_2026.pdf

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

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

3 4

1'-5" STANDARD CONCRETE

MOUNTED RAILING (I)

4" 712"

TYP.

2 - Z

CM-5.02

2"

2'- 8"

3'- 6"

1'-5" TYP.

2'-10"

4"

SCALE:

GANGWAY PLATFORM A RAILING ELEVATION (I & IV)

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

GANGWAY

PLATFORM A

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 (IV)

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

SCALE:

GANGWAY PLATFORM A RAILING ELEVATION (III)

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

NORTH ELEVATION: PLATFORM A RAILING (III)

2 - Y

CM-5.02

2"

2'- 8"

3'- 6"

1112"

5'-2"

7'-1" STANDARD PLATFORM MOUNTED RAILING (III)

1'-312" TYP.

5"

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"

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

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

EAST ELEVATION: PLATFORM A RAILING (III)

8' x 80'

GANGW

AY RAM

P

1'-1" STANDARD PLATFORM

MOUNTED RAILING (III)

3"

TIMBER FRAMING PLAN: PLATFORM A RAILING (III)

STEEL FRAMING PLAN: PLATFORM A RAILING (III)

7'-1"

1112" 1'-312" TYP.

2"

2x6 KEBONY TIMBER TOPPER BOARD

512" 1'-

1"

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

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

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

BOLTS & ASSOCIATED HARDWARE

TYP. 2x6 KEBONY TIMBER HORIZONTAL BOARD

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

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

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

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

MITER CUT STEEL & TIMBER ELEMENTS & CORNER TO BE FLUSH (WELD - ALL AROUND)

NORTH ELEVATION: PLATFORM A RAILING (II)

2 - Y

CM-5.02

2"

2'- 8"

3'- 6"

1112"

5'-2"

7'-1" STANDARD PLATFORM MOUNTED RAILING (II)

1'-312" TYP.

5"

2"

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

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

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

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

EAST ELEVATION: PLATFORM A RAILING (II)

8' x 80'

GANGW

AY RAM

P

1'-1" STANDARD PLATFORM

MOUNTED RAILING (II)

3"

TIMBER FRAMING PLAN: PLATFORM A RAILING (II)

STEEL FRAMING PLAN: PLATFORM A RAILING (II)

7'-1"

1112"1'-312" TYP.

2"

2x6 KEBONY TIMBER TOPPER BOARD

512"

1'- 1"

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

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

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

BOLTS & ASSOCIATED HARDWARE

TYP. 2x6 KEBONY TIMBER HORIZONTAL BOARD

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

TYP. HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING VERTICAL TYP. HSS3x3x 14 A500 GRADE C H.D.G STEEL RAILING TOP HORIZONTAL HSS2x2x 14 A500 GRADE C H.D.G STEEL RAILING BOTTOM HORIZONTAL

SCALE:

GANGWAY PLATFORM A RAILING ELEVATION (II)

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

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

MITER CUT STEEL & TIMBER ELEMENTS & CORNER TO BE FLUSH (WELD - ALL AROUND)

8' x 80' GANGWAY

SCALE:

GANGWAY PLATFORM A - GANGWAY CONN

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

NOTE:

1. IN FIELD WELD LOCATIONS, CONTRACTOR TO REMOVE GALVANIZED

COATING IN AREA OF WELD, PREPARE SURFACE, AND RE-APPLY AREA

WITH COLD GALVANIZATION FOLLOWING THE EXECUTION OF WELD

3'' M

AXALUMINUM TRANSITION PLATE

(12.5% MAX. SLOPE)

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

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

GR. 3 STEEL PIPE PILE

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

STEEL PLATE PILE CAP

W6x25 A992 STEEL CROSS BEAM

HSS 8x3x516 A500 GR. C

H.D.G. EDGE JOIST, TYP.

TYP. 2x6 KEBONY TIMBER DECKING

1-1/2"

5 12" 3 8"

1 4"

TRANSITION NOSE ENLARGEMENT

SCALE: 1" = 3''

3 4" X 5 12" UHWM TRANSITION

NOSE (FULL WIDTH).

38" THICK ALUMINUM TRANSITION PLATE*

14"-20 FH SS SCREWS AT 6" O.C. SPACING.

COUNTERSINK FLUSH W/ TOP OF PLATE

1'-6'' MAX

HINGE CONNECTION - SUBMIT

FOR ENGINEER APPROVAL

GANGWAY - PLATFORM A3

CM-5.09

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CM-5.05

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18-036

4/24/2026

BID

751/17282 BDW

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

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E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

SCALE:

CONCRETE PROMENADE EDGE DETAIL

1"=1'-0" DT-CONCE-EDGE-SSP

TOP OF CONCRETE PROMENADE - 584.0'

BOTTOM OF THICKENED CONCRETE EDGE - 583.16'

EXISTING ROLLED STEEL PLATE CAP

1.5%

EXISTING STEEL SHEET PILE WALL

EXISTING WALER & TIEBACK ASSEMBLY

L6x6x12 A572 GR.50 STEEL LEDGER BEAM

@ GANGWAY CONN. PLATFORM LOCATIONS

#4 REBAR GR. 60 @ 18'' O.C. SPACING

1'-6" TYP.

8'-0"

6"

8" MIN.

1'-0" MIN.

3"

C

LE

AR

2"

CL

EA

R

3" CLEAR

2" C

LE

AR

8"

3" CLEAR

1'- 2"

MDOT 21AA CRUSHED LIMESTONE

COMPACT TO 98% MAX DENSITY

EXISTING CLASS III OR FILL SUBBASE

CONCRETE PROMENADE (4,000 PSI MIN.)

THICKENED EDGE CONCRETE SLAB W/ BRUSH CONCRETE FINISH

'' TYP. 3 4'' DIA. CONC. ANCHOR SHEAR STUD @ 12'' O.C. SPACING, CENTERED ON CAP

3'- 0"

UTILITY PENETRATION BOX WELDED TO SHEETING

(SEE DTL 1 - CM-5.06 & DTL 1 - CM-5.07)

8"L STEEL PIPE SLEEVES FOR EACH UTILITY PENETRATION

TYP. UTILITIES

3"

SCALE:

UTILITY PENETRATION BOX - GANGWAY PLATFORM B

3/4"=1'-0" DT-UTILITY-PENETRATION-BOXES

TOP OF CONCRETE PROMENADE - 584.0'

OHWM: 581.65'

10" THICKENED CONCRETE PROMENADE EDGE

EXISTING ROLLED STEEL PLATE CAP

L6x6x12 A572 GR.50 STEEL LEDGER BEAM

(SEE GANGWAY PLATFORM B DETAIL SHEETS)

EXISTING STEEL SHEET PILE WALL

EEW

1'- 8"

38" STEEL PLATE UTILITY BOX WELDED TO SHEETING (12.50"x43.25" OVERALL).

INCLUDE 8"L STEEL PIPE SLEEVES FOR EACH UTILITY PENETRATION WITH 3"

MIN. SEPARATION. CAULK JOINTS BETWEEN PIPE SLEEVES AND UTILITIES WITH

HEAVY DUTY MASTIC FROM BOTH SIDES TO BE WATERTIGHT

UTILITY CONNECTION NOTE:

E: 5" SCH. 40 STEEL PIPE SLEEVE FOR ELECTRIC (3)

W: 3.5" SCH. 40 STEEL PIPE SLEEVE FOR WATER (1)

C: 3" SCH. 40 STEEL PIPE SLEEVE FOR COMMUNICATIONS (1)

4"

E

38" THICK FILLER PLATE

3'-714"

EEW C E

5" SLEEVES FOR ELECTRICAL CONDUIT

3" SLEEVE FOR COMMUNICATION LINES

3.5" SLEEVE FOR POTABLE WATER

3" 3" 3" 3"318" 318"

38" THICK FILLER PLATE

NOTES:

1. UTILITY PENETRATION BOX TO BE CENTERED ON GANGWAY PLATFORM

2. SLEEVES TO BE CENTERED ON BOX

3. MIN. 2'' CLEAR HORIZONTAL FOR COMM. SLEEVES, ALL ELSE MIN. 3'' CLEAR

C

SCALE:

GRINDER PUMP SUPPORT DETAILS

NTS

GRINDER PUMP

NOTES

1. GRINDER PUMP TO BE LIBERTY PRO380-SD-SERIES SIMPLEX GRINDER PUMP SYSTEM WITH

STANDARD P380-SERIES SYSTEM CONTROL PANEL BY LIBERTY PUMPS OF BERGEN, NY, P: 800-543-2250.

2. CONTROL PANEL TO BE MOUNTED WITHIN SERVICE PIER BUILDING (COORDINATE WITH BUILDING CONTRACTOR).

3. *GRINDER PUMP SUPPORT SYSTEM DESIGN TO BE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO SUBMIT STAMPED DRAWINGS & CALCULATIONS OF SYSTEM FOR ENGINEER APPROVAL DURING THE DOCK SHOP DRAWING PROCESS.

4. CONTRACTOR TO PROVIDE ADDITIONAL FLOTATION AS NEEDED

1 2'' M

IN

. G

AP

TYP. TIMBER FENDERS

TIMBER SIDEWALL FRAMING

MEMBERS, TYP.

POLYSTYRENE FLOTATION CHAMBER ENCASED BY

TIMBER FRAMING MEMBERS AND STEEL SHEETING

2x12 LONGITUDINAL CENTER BULKHEAD 2x12 INTERMEDIATE BULKHEADS

2x6 INTERMEDIATE BRACING, TYP.

2x6 JOISTS WITH 2x6 VERTICAL

SUPPORTS AT BULKHEAD LOCATIONS

TIMBER GRINDER PUMP SUPPORT SYSTEM*

TYP. FLOATING DOCK SYSTEM

GRINDER PUMP SUPPORT PLAN DETAIL

GRINDER PUMP

SE

RV

IC

E

PI

ER

B

UI

LD

IN

G

2x6 INTERMEDIATE BRACING, TYP.

2x6 JOISTS TIMBER JOISTS

TIMBER GRINDER PUMP SUPPORT SYSTEM*

GRINDER PUMP SUPPORT SECTION DETAIL

TRAP DOOR / ACCESS PANEL ASSEMBLY

6'

SCALE:

TYPICAL MAIN PIER CONNECTION

1/2"=10"

38" x 4" x 5" DOUBLE SHEAR

CONNECTING EARS AND

3 4" x 6" x 5" SINGLE SHEAR

CONNECTING EARS AT MIN.

6" x 12" x 28" HDG CORNER

BRACKET (6" LEG @ 38" THICK, MIN.

12" LEG @ 14" THICK MIN.)

14" x 3" x 4 3 4" x 10 3 4" INTERIOR CORNER

BRACKET AT EACH ROW OF BOLTS

1'-0"

MAIN PIERS

5 SCALE:

TYPICAL FIRE STATION PEDESTAL

N.T.S.

ELECTRICAL FEED

AREA

(5.50" mm x 5.50")

MOUNTING BASE

DETAIL

2.00"

8.25"

.1

" WATER FEED

AREAWATER FEED

AREA

2.

0.50" DIA (TYP)

FRONT VIEW w/ DOOR OPEN AND

LOWER ELECTRICAL PANEL REMOVED

11.125"

UPPER ELECTRICAL

ACCESS AREA

WIRING ACCESS AREA

(PANEL REMOVED)

UTILITY ROUNTING

AREA

24" LIFE RING

10 LBS. EXTINGUISHER

316 STAINLESS

STEEL HOUSING

EMERGENCY E-STOP SHUTOFF

PER ELECTRICAL SHEETS

SCALE:

TYPICAL UTILITY SERVICE STATION

N.T.S.

SIDE VIEW

ELECTRICAL FEED

AREA

(5.50" x 5.50")

MOUNTING BASE

DETAIL

2.00"

8.25"

.1

" WATER FEED

AREAWATER FEED

AREA

2.

0.50" DIA (TYP)

RECEPTACLES / CIRCUIT

BREAKERS UNDER

WEATHERPROOF COVER

3/4" WATER VALVE ON EACH

SIDE W/ VACUUM BREAKER

REMOVABLE WATER

ACCESS PLATE

11.125"

.5

LED LIGHT w/

PHOTOCELL

POLYCARBONITE

HOUSING

HOSE / CABLE BRACKET

" M

IN

NOTES:

1. RECEPTACLES CONFIGURATION VARIES PER ELECTRICAL PLANS

2. CONTRACTOR TO CONFIRM PEDESTAL ORIENTATION AND MOUNTING

LOCATION PRIOR TO INSTALLATION

3. PEDESTALS TO BE FURNISHED WITHOUT MANUFACTURER LOGO STICKER

PEDESTALS TO BE FURNISHED WITH

NO MANUFACTURER STICKERS

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CM-5.06

CH

FL

CH

18-036

4/24/2026

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

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TI

TL

E:

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

SCALE:

UTILITY PENETRATION BOX - GANGWAY PLATFORM A

3/4"=1'-0" DT-UTILITY-PENETRATION-BOXES

TOP OF CONCRETE PROMENADE - 584.0'

OHWM: 581.65'

10" THICKENED CONCRETE PROMENADE EDGE

EXISTING ROLLED STEEL PLATE CAP

L6x6x12 A572 GR.50 STEEL LEDGER BEAM

(SEE GANGWAY PLATFORM B DETAIL SHEETS)

EXISTING STEEL SHEET PILE WALL

E E FM W MG D

1'- 8"

38" STEEL PLATE UTILITY BOX WELDED TO SHEETING (12.50"x68.50" OVERALL).

INCLUDE 8"L STEEL PIPE SLEEVES FOR EACH UTILITY PENETRATION WITH 3"

MIN. SEPARATION. CAULK JOINTS BETWEEN PIPE SLEEVES AND UTILITIES WITH

HEAVY DUTY MASTIC FROM BOTH SIDES TO BE WATERTIGHT

UTILITY CONNECTION NOTE:

E: 5" SCH. 40 STEEL PIPE SLEEVE FOR ELECTRIC (2)

FM: 3" SCH. 40 STEEL PIPE SLEEVE FOR SANITARY FORCE MAIN (1)

W: 3" SCH. 40 STEEL PIPE SLEEVE FOR WATER (1)

C: 3" SCH. 40 STEEL PIPE SLEEVE FOR COMMUNICATIONS (2)

G: 5" SCH. 40 STEEL PIPE SLEEVE FOR GASOLINE (1)

D: 5'' SCH. 40 STEEL PIPE SLEEVE FOR DIESEL (1)

M: 2" SCH. 40 STEEL PIPE SLEEVE FOR FUEL MONITORING (1)

NOTES:

1. UTILITY PENETRATION BOX TO BE CENTERED ON GANGWAY PLATFORM

2. SLEEVES TO BE CENTERED ON BOX

3. MIN. 2'' CLEAR HORIZONTAL FOR COMM. SLEEVES, ALL ELSE MIN. 3'' CLEAR

38" THICK FILLER PLATE

4"

5'-812"

E E G D MFM W

6" SLEEVES FOR ELECTRICAL CONDUIT

3" SLEEVES FOR COMMUNICATION LINES

3" SLEEVES FOR POTABLE WATER & SANITARY FORCE MAIN LINES

6" SLEEVES FOR FUEL LINES

2" SLEEVE FOR FUEL MONITORING LINE

3" 3" 3" 3" 3" 3" 3" 3"3"

38" THICK FILLER PLATE

2"

C C

CC

SCALE:

FINGER PIER END VIEW

3" = 1' DT-FINGER PIER END VIEW

MINIMUM MODULE WIDTH

4' (30' PIERS)

4' (33' PIERS)

4' (38' PIERS) (5' FOR ADA SLIPS)

4' (45' PIERS) (5' @ SUBSTATION LOCATION)

5' (55' PIERS)

5' (60' PIERS)

4' (30' PIERS)

4' (33' PIERS)

4' (38' PIERS)

5' (45' PIERS)

6' (55' PIERS)

6' (60' PIERS)

6' (TEE-HEAD)

6' (BROADSIDE)

2'- 6"

6" X 6" PRESSURE

TREATED FENDERS

AT LOCATIONS

SHOWN ON PLAN

2" X 6" PRESSURE

TREATED TIMBER

DECKING

2'- 6"

1/2" GALV. THRU BOLTS W/

WASHERS, COUNTER BORED.

INSTALL BACKER BOARDS, PLATE

WASHERS, AND GUSSETS AS

NEEDED.

4'

TYP. 45' LONG FINGER PIER

TYP. 38' LONG FINGER PIER

4'

15'-6''15'-6''

18'-6''

17'-6'' (TYP.)

17'-6'' (TYP.)

4'

2'18'-6'' 45'

19'-6" (TYP.)

19'-6" (TYP.)

4'

38'

15'-6''15'-6''4'

10" CLEAT LOCATIONS (TYP.)

15" CLEAT LOCATIONS (TYP.)

INSTALL CENTER OF CLEAT

1'-6" OFF OF MIDLINE OF

ADJACENT SLIP

2'2'

4'

MIN.

4' M

IN.

4'

MIN.

2'

2'

' (T

YP

' (T

YP

TYP. 30' LONG FINGER PIER

11' 10'

4" M

IN

4" MIN

2'

4'

MIDLINE BETWEEN ADJACENT

PIERS OF EQUAL LENGTH

11' 10'

30'

MIDLINE BETWEEN ADJACENT

PIERS OF EQUAL LENGTH

MIDLINE BETWEEN ADJACENT

PIERS OF EQUAL LENGTH

INSTALL CENTER OF CLEAT

1'-6" OFF OF MIDLINE OF

ADJACENT SLIP

INSTALL CENTER OF CLEAT

1'-6" OFF OF MIDLINE OF

ADJACENT SLIP

8'8'8'

10" CLEAT

LOCATIONS (TYP.)

8'8'8'

8'8'8' 8'8'8'

8'8'8'8'8'

8'8'8'8'8'

SCALE:

TYPICAL FINGER PIER SECTIONS AND CLEAT LOCATIONS

NOT TO SCALE

NOTES:

1. FINGER PIER & SLIP WIDTHS SHOWN AS TYPICAL IN DETAIL SEE PLAN ENLARGEMENTS (CM-4.02 & CM-4.03) FOR NON-TYPICAL SLIPS

2. TEE HEAD PIER WIDTHS SHALL BE PER PLAN, CLEATS PLACEMENT SHALL BE CONSISTENT WITH ADJACENT FINGER PIERS OF THE SAME LENGTH.

3. ADA FINGER PIERS SHALL BE AT LEAST 5' WIDE WHERE SHOWN ON THE DRAWINGS

4. SLIPS GREATER THAN 45' IN LENGTH TO HAVE SPUD PILE SUPPORT AT OUTER END

5. INSTALL SAFETY LEADERS WHERE SHOWN ON PLANS

6. SEE DETAILS 4 & 5 ON CM-5.06 FOR MOORING CLEAT ATTACHMENT & DESCRIPTIONS

8'

8'

DOCK C - 33' LONG SUBSTATION FINGER PIER

4'

15'-6''15'-6''

17'-6''

4' M

IN.

4'

MIN. 2'

INSTALL CENTER OF CLEAT

1'-6" OFF OF MIDLINE OF

ADJACENT SLIP

8'8'8' 8'

17'-6'' 4'

MIDLINE BETWEEN ADJACENT PIERS

10" CLEAT LOCATIONS (TYP.)

8'6'6' 8'

5" MIN

5" M

IN

4' M

IN. 4'MIN. 13'-6''12'

38'-0''

33'-0''

2'

18'-6''

18'-6''

DOCK B - 55' LONG SUBSTATION FINGER PIER

21'-3''

MIDLINE BETWEEN ADJACENT PIERS

4'

2'18'-6'' 45'

15" CLEAT LOCATIONS (TYP.)

8'8'8'8'8'

18'-6''

21'-3''

8'8'8'8'8'8'

INSTALL CENTER OF CLEAT

1'-6" OFF OF MIDLINE OF

ADJACENT SLIP

5'

17' 2'17'14'-6''

4' M

IN.

4' MIN.

5" MIN

5" M

IN

55'

60'

5'

TYP. 60' LONG FINGER PIER

5'

60'

23' (TYP.)

23' (TYP.)

18'18'17'

18'18'17'

15" CLEAT LOCATIONS (TYP.)

INSTALL CENTER OF CLEAT

1'-6" OFF CENTERLINE OF

ADJACENT SLIPS (TYP).

1.5'

4' M

IN.

4'

MIN.

1.5'

MIDLINE BETWEEN ADJACENT

PIERS OF EQUAL LENGTH

8'8'8'8'8'8'7'-6''

8'8'8'8'8'8'7'-6''

2'

2'

SCALE:

TYPICAL FLOATING MAIN PIER SECTION

1/2"=1'-0"

UTILITY SERVICE STATION

E W

E

VARIES

DRY FIRE STANDPIPE

DECKING PER SPECIFICATIONS

UTILITY CHASE AREA (UTILITY TYPE AND

QUANTITY VARIES BASED UPON LOCATION).

DOCK CONTRACTOR TO PROVIDE OPENINGS

AND PULL-STRINGS FOR ALL ELECTRICAL FEEDS.

INTEGRAL FLOATATION AND BULKHEADS @5' MAX. BRACING

NOTES

1. SECTIONS SHOWN ARE SCHEMATIC, NOT ALL REQUIRED FRAMING AND BRACING SHOWN

2. ALL PLUMBING MOUNTING CLAMPS AND STRAPS SHALL BE GALVANIZED TO MATCH PIPING MATERIALS. PIPING TO BE SPACED UP FROM

FLOTATION ENCASEMENT WITH TREATED TIMBER BLOCKING TO CLEAR ALL INTERNAL BRACING AT BULKHEAD LOCATIONS (5' MAX.)

3. ALL FLOATING DOCK UTILITY QUANTITIES AND TYPES TO VARY BASED UPON LOCATION, PROVIDE SEASONAL ACCESS AT ALL UTILITY

VALVE AND DRAIN LOCATIONS (SEE ALL PLAN SHEETS TO VERIFY UTILITIES). BRAND DECK BOARDS TO IDENTIFY ANY UTILITY ACCESS

AND MAINTENANCE LOCATIONS.

4. FLOATING DOCK CONTRACTOR TO VERIFY ALL UTILITY ROUTING REQUIREMENTS WITH SUBCONTRACTORS AND OTHER CONTRACTS, PRIOR TO FABRICATION

5. ALL PIPING AND CONDUITS TO BE LABELED AT INTERVALS AND LOCATIONS SPECIFIED

6. ALL UTILITIES SHALL BE INSTALLED PER CONSTRUCTION CODE AND N.E.C.

6" X 6" TREATED TIMBER FENDERS (8'' X 8'' @ SERVICE PIER) IN BROADSIDE MOORING AREAS, 8' MAX. SPACING

WITH GAPS CENTERED AT BROADSIDE UTILITY SERVICE STATION LOCATIONS.

F

2" x 6'' & 2" x 12" SIDEWALL MEMBERS (TYP.)

2" X 12" LONGITUDINAL BULKHEAD, CENTERED

2" X 6" STRINGERS

W/ 2" X 6" VERTICAL SUPPORTS

& 2'' X 6'' BRACING @ BULKHEADS

DEAD LOAD FREEBOARD 24" (± 2")

2"x6" RUBRAIL EDGING (TYP.)

FM DGCM

M

AR

IN

A

D

ET

AI

LS

H U

R O

N A

VE

, L

EX

IN

G

TO

N , M

I 4

M

AR

IN

A R

ED

EV

EL

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PM

EN

T

LE

XI

N

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TO

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TA

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O R

CM-5.07

CH

FL

CH

18-036

4/24/2026