Plans Set_7 of 7_17282_2026.pdf

PDF 4 MB Posted Jun 4, 2026

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 · Jun 5, 2026

This is a plans set document for the City of Lexington, Michigan's Harbor-Marina Redevelopment project (Project 751/17282, BDW). The document represents Sheet 7 of 7 in a comprehensive set of architectural and engineering plans designed to guide the redevelopment of Lexington Harbor and its associated marina facilities. The plans establish the technical specifications, site layouts, and construction requirements necessary for the harbor-marina improvement project. The document set provides detailed drawings and specifications that prospective bidders and contractors will utilize to prepare accurate bids and execute construction work in compliance with the project's design standards and municipal requirements.

The plans set serves as the technical foundation for soliciting competitive bids from qualified contractors and marine construction specialists. As part of the contract opportunity, this documentation package outlines the scope of work, design standards, and construction methodologies required to successfully complete the Lexington Harbor-Marina Redevelopment. Prospective bidders should review all seven sheets of the plans set in conjunction with the project's scope of work and any associated bidding documents to ensure comprehensive understanding of project requirements, site conditions, and deliverables. The technical specifications contained within these plans establish the baseline for cost estimation, scheduling, and resource allocation necessary for contract performance.

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Other files

File	Type	Posted
Plans Set_4 of 7_17282_2026.pdf	PDF	Jun 4, 2026
Advertisement_17282_2026.pdf	PDF	Jun 4, 2026
Plans Set_1 of 7_17282_2026.pdf	PDF	Jun 4, 2026
C2 00200 Information for Bidders Attachments P2_17282_2026.pdf	PDF	Jun 4, 2026
Plans Set_6 of 7_17282_2026.pdf	PDF	Jun 4, 2026
Plans Set_5 of 7_17282_2026.pdf	PDF	Jun 4, 2026
260603 LSH - Marina Redev Bid Addenda #2_17282.pdf	PDF	Jun 4, 2026
Specifications_01_17282_2026.pdf	PDF	Jun 4, 2026
260601 LSH - Marina Redev Bid Addendum #1_17282.pdf	PDF	Jun 4, 2026
Plans Set_2 of 7_17282_2026.pdf	PDF	Jun 4, 2026
C2 00200 Information for Bidders Attachments P1_17282_2026.pdf	PDF	Jun 4, 2026
Specifications_02Technical_17282_2026.pdf	PDF	Jun 4, 2026
Plans Set_3 of 7_17282_2026.pdf	PDF	Jun 4, 2026

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K-3544HIGHLINEC_TOILETSVITREOUS CHINA

" M

18" MIN

-3

-1 9"

36" MIN

" M

6" 12" MAX 42" MIN

"-3

" M

"-1

7-9"

11 2" M

39" - 41"

" M

60" MIN

" M

1'-6"

6"3'-0"

1'- 0"

3'- 6"

30" MIN

18" MIN

Ø 67"

5'- 0"

102101

C C

D D

A-1.00

1 SOUTH

A-2.01

1 NORTH

1 EAST1 WEST

" M

12" MIN

18" MIN

24" MIN

DOOR CLEARANCES

" M

LEXINGTON STATE HARBOR

WELCOME

SOUTH ELEVATIONNORTH ELEVATION EAST ELEVATION WEST ELEVATION

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

NORTH

BUILDING DATA:

BUILDING CODE OR LATEST ADOPTED FOR LOCAL MUNICIPALITY:

2021 MICHIGAN BUILDING CODE (MBC)

2021 MICHIGAN PLUMBING CODE (MPC)

2021 MECHANICAL CODES (MMC)

2023 MICHIGAN ELECTRICAL CODE BASED ON NEC 2023

2021 MICHIGAN COMMERCIAL ENERGY CODE (MCEC)

2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

ASHRAE 90.1-2019 w/ STATE AMENDMENTS PER MCEC

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ICC ANSI A117.1-2017

NEW CONSTRUCTION: SERVICE PIER BUILDING

MUNICIPALITY STATE OF MICHIGAN

LEXINGTON, MICHIGAN

SINGLE STORY, WOOD FRAMED STRUCTURE INSTALLED ON A FLOATING MARINA DOCK

STRUCTURE

SERVICE PIER BUILDING 262.5 SF

FINISH FLOOR ELEVATIONS PER MARINA DRAWINGS

USE GROUP B - BUSINESS MBC 303.1.2 & 304

BUILDING TYPE V-B MBC TABLE 601

FIRE RESISTANCE RATINGS FOR CONSTRUCTION TYPE V-B:

STRUCTURAL FRAME 0 HR

EXTERIOR BR'G WALLS 0 HR

INTERIOR BR'G WALLS 0 HR

NON BR'G EXTERIOR WALLS 0 HR

NON BR'G INTERIOR WALLS 0 HR

ROOF CONSTRUCTION 0 HR

BUILDING HEIGHT 40' ALLOWED 12'-8" PROVIDED MBC 504.3

BUILDING STORIES 2 ALLOWED 1 PROVIDED MBC 504.4

BUILDING AREA 9,000 SF ALLOWED 262.5 SF PROVIDED MBC 506.2

FIRE SEPARATION OF OCCUPANCIES NA MBC 508

0 -HR FIRE RESISTANCE REQ FOR OCCUPANCY GROUP B MBC 602

AUTOMATIC SPRINKLER SYSTEM NA MBC 903

PROPOSED BUILDING OCCUPANT LOAD MBC 1004.1.2

SERVICE PIER BUILDING: 262.5 SF / 150 GROSS 2 OCCUPANTS

BARRIER FREE COMPLIANCE 2010 ADA, ICC A117.1-2017 + MBC CHP 11

MICHIGAN MECHANICAL CODE FOR SEASONAL BUILDINGS:

SEASONAL BUILDING IS EXEMPT FROM HEATING SYSTEM MMC 309.1, EXCEPTION 2

MICHIGAN COMMERCIAL ENERGY CODE REQUIREMENT NOT APPLICABLE:

EXEMPT FROM BUILDING THERMAL ENVELOPE MCEC C402.1.1, EXCEPTION 2

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE MOST CURRENT ADOPTED STATE OF MICHIGAN BUILDING, MECHANICAL, PLUMBING, ELECTRICAL AND ENERGY CODES, ADA GUIDELINES, LOCAL ZONING ORDINANCES AND SUBMITTED TO THE LOCAL MUNICIPALITY FOR A BUILDING PERMIT PRIOR

TO COMMENCEMENT OF CONSTRUCTION.

2. GENERAL CONTRACTOR (CONTRACTOR) IS RESPONSIBLE FOR THE MEANS AND METHODS OF ALL

CONSTRUCTION ASSEMBLIES

3. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING DOCK AND SITE DIMENSIONS AND

CONDITIONS INCLUDING UTILITIES AND SITE DRAINAGE AND ADVISE OWNER, ENGINEER AND

ARCHITECT OF UNSEEN OR UNEXPECTED CONDITIONS THAT COULD COMPROMISE THE COST OR

SCHEDULE OF THE PROPOSED DESIGN INTENT.

4. DO NOT SCALE DRAWINGS

5. STRUCTURAL DESIGN LOADING PER 2021 MICHIGAN BUILDING CODE (1607.1) SEE STRUCTURAL PLANS

6. ENGINEERED SHOP DRAWINGS FOR ROOF FRAMING SHALL BE PROVIDED TO THE ARCHITECT AND

ENGINEER, WITH A COPY ON SITE FOR STRUCTURAL DESIGN, BEARING CONNECTIONS, SPACING, BRIDGING, ANCHORAGE, AND WOOD SPECIES AND SHALL BE DESIGNED AND SEALED BY A

REGISTERED PROFESSIONAL, LICENSED BY THE STATE OF MICHIGAN PRIOR TO MANUFACTURE AND

INSTALLATION.

7. ALL MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS, WIRING, PIPING, FIXTURES, APPARATUS, AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE INCLUDED ENGINEERED PLANS

AND MANUFACTURERS INSTRUCTIONS AND WARRANTY.

8. CONTRACTOR SHALL APPLY RECEIVE AND PAY FOR ALL PERMITS, FURNISH PROOF OF PERMITS BEFORE STARTING WORK AND FURNISH FINAL INSPECTION CERTIFICATES, AND COMPLY WITH PERMIT

AND CODE REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER.

9. CONTRACTOR SHALL ENSURE TRANSFERABLE WARRANTY FOR ALL WARRANTED ITEMS.

10. CONTRACTOR WILL PROVIDE TWO (2) SET OF SUBMITTALS AND SHOP DRAWINGS OF ALL FIXTURES, MATERIALS, TRUSSES, EQUIPMENT, WINDOW AND DOOR SYSTEMS, CABINETRY AND EXTERIOR AND

INTERIOR FINISHES TO THE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ORDERING AND

INSTALLATION.

11. PROPOSED SUBSTITUTIONS TO BE APPROVED BY OWNER PRIOR TO ORDERING OR INSTALLATION

12. FIELD MEASURE FOR ALL CABINETRY AND EQUIPMENT AND PROVIDE SHOP DRAWINGS FOR APPROVAL

PRIOR TO ORDERING AND INSTALLATION

13. PROVIDE CUT SHEETS OF ALL PROPOSED CAULK MATERIALS TO BE INSTALLED PER MFR

INSTRUCTIONS AND PROPOSED CONDITIONS AT EACH LOCATION

14. PROVIDE ALL WARRANTY INFORMATION, INSTRUCTIONS AND MATERIAL/FIXTURE DOCUMENTS TO

OWNER

15. CONTRACTOR SHALL ENSURE TRANSFERABLE WARRANTY FOR ALL WARRANTED ITEMS.

16. ALL DIMENSIONS ARE TO FACE OF STUD; OR CENTER LINE OF OPENINGS AND FIXTURES; OR FACE OR

CENTERLINE OF STRUCTURE UNLESS NOTED OTHERWISE

17. TYPICAL FOUNDATION ON MARINA DOCK DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE

STATE OF MICHIGAN - SEE STRUCTURAL DOCK PLANS

18. PROVIDE BLOCKING IN ALL WALLS AND PARTITIONS WHERE REQUIRED FOR TOILET FIXTURES, GRAB

BARS, CABINETS, SHELVES, ACCESSORIES, DOOR STOPS AND ALL OTHER LOCATIONS

19. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER TABLE 906.1 MBC AND THE INTERNATIONAL

FIRE CODE SECTION 2310.6.4 MARINE MOTOR FUEL DISPENSING FACILITIES, SECTION 3315.1 BUILDINGS

UNDER CONSTRUCTION AND SECTION 3604.4 MARINAS

DOOR HARDWARE NOTES:

1. HARDWARE LOCKING DEVISES TO MATCH OWNERS EXISTING KEYED OR LOCKING SYSTEM

2. HARDWARE FINISH - SATIN NICKEL UNLESS NOTED OTHERWISE

3. ALL HARDWARE TO BE IN COMPLIANCE WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ICC A117.1-2017

SIGNAGE NOTES

1. PROVIDE ADA COMPLIANT SIGNAGE FOR UNISEX STAFF RESTROOM

SCALE: NTS

ADA DESIGN GUIDELINES

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

FLOOR FRAMING PLAN

FLOOR PLAN

ROOF PLAN

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

EXTERIOR ELEVATIONS

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

NORTH EAST SOUTH WEST

BUILDING SECTION

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

'-6

21'-0"

2" 7'-6"

DOCK STAFF

RESTROOM

6'- 0"

31 2"

5'- 31 2"

7'-0" 7'-0" 7'-0"

2'- 6"

5'- 6"

4'- 6"

6'-8"

21'-0"

'-6

TR. 2 x 4 WD SLEEPERS @24" O.C.

O.H. AT EAVE (TYP)

ALUM GUTTER

METAL STANDING SEAM

SINGLE SLOPE ROOF @ 3:12

O.H. AT RAKE (TYP)

1'-4"

2'- 0"

1'-4"

8'- 0"

'-0 1 2" P

6'-

" T

D 4"

2'- 0"

2'-0"

3'- 0"

2'- 6"

TYPICAL FINISH COLORS TO MATCH

DNR BOATER SERVICES

BUILDING

STANDING SEAM METAL ROOF

LP SMART SIDE, PRE FINISHED ENG.

WOOD LAP SIDING, TRIM,

FASCIA AND EAVE

SYSTEM

HVAC OUTDOOR UNIT

OPERABLE SLIDING

WINDOWS

ICE FREEZER

MARINA DOCK

HVAC PER MECH. PLANS

PAINTED WOOD CEILING

PAINTED VERTICAL MDF OR

WD WALL FINISH

OPERABLE SLIDING

WINDOW

PAINTED WD WINDOW,

DOOR AND BASEBOARD

TRIMS (TYP)

P LAM SERVICE COUNTER

AND WORK STATION

COUNTER

LUXURY VINYL

PLANK FLOOR

FINISH

3 6

SCALE: AS SHOWN (AT 24"x36")

STANDING SEAM METAL ROOF

LP SMART SIDE, PRE FINISHED

ENGINEERED WOOD

LAP SIDING, TRIM,

FASCIA AND VENTED

EAVE SYSTEM

OPERABLE SLIDING WINDOWS

EXTERIOR WALL SCONCE

ALUMINUM CLAD IMPACT RESISTANT

EXTERIOR DOORS

MARINA DOCK

2'-0"

2'-1" 2'-1"

NORTH PERSPECTIVE

SCALE: 1/4" = 1'-0" TYPICAL FINISH COLORS TO MATCH DNR BOATER SERVICES BUILDING4 SOUTH PERSPECTIVE

SCALE: 1/4" = 1'-0"5

± 12'-31 2"

ICE

REF

10'-0" 3'-0" 7'-0"

6'-

" T

YP4'-

6" 2'-

WHITE VENTED LP SMART SIDE

SOFFIT ( TYP)

WALL SCONCE

HVAC OUTDOOR UNIT

WELCOME SIGN BY OWNER

PROVIDE LP SYSTEM BLOCKING

ICE FREEZER

A-2.00

7'- 5"

4'- 2"

2'- 4"

8'-01 2"

'-7

51 2"

9 1 2 "

5'- 1"

3'- 4"

ILL

9'- 2"

H U

R O

N A

, L

N , M

I 4

A R

N S

H A

R B

O R

A-1.00

18-036

4/24/2026

HVAC OUTDOOR

UNIT SEE MECH PLAN

FUEL CONTACT

PANEL SEE FUEL SHT

ICE FREEZER

BID

751/17282 BDW

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

NORTH

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

INTERIOR ELEVATIONS1

SOUTH EAST NORTH WEST

DOOR SCHEDULE

TYPE A - FULL LITE TYPE 1

2" SEE

SCHEDULE

DOORS AND FRAMES

TYPE B - FLUSH

DOOR TYPE

WINDOW SCHEDULE

SCALE: AS SHOWN (AT 24"x36")

MARK ROUGH OPENING TYPE MANUFACTURER MODEL NO. REMARKS

WIDTH HEIGHT

A 3'-0" 4'-6" PR- TILT WASH DOUBLE HUNG PELLA 250 3-0/2-0 OPERABLE w/ SCREENS

B 6-'0" 3'-6" SLIDING WINDOW PELLA 250 6-0/3-6 OPERABLE w/ SCREENS

C 6'-0" 4'-6" SLIDING WINDOW PELLA 250 6-0/4-6 OPERABLE w/ SCREENS

D 6'-0" 2'-0" PR - TRANSOM PELLA 250 3-0/2-0 FIXED

SCALE: 1" = 1'-0"

FRAMING DETAIL2 SCALE: 1" = 1'-0"

FRAMING DETAIL3

SCALE: 1" = 1'-0"

WALL SECTION4

NO ROOM NAME DOOR SIZE MFG MODEL

DOOR FRAME

NOTES

TYPE MATL FINISH TYPE MATL FINISH

101 DOCK STAFF 3'-0" x 6'-8" PELLA RESERVE A WD CLAD PRE FIN 1 MTL PRE FIN PELLA COMMERCIAL CLAD INSWING OR EQUAL

102 DOCK STAFF 3'-0" x 6'-8" PELLA RESERVE A WD CLAD PRE FIN 1 MTL PRE FIN PELLA COMMERCIAL CLAD INSWING OR EQUAL

103 RESTROOM 3'-0" x 6'-8" NA B WD STAINED 1 MTL PAINTED SOLID CORE INTERIOR WOOD DOOR

HARDWARE: ADA COMPLIANT AND MATCH

OWNER LOCKING SYSTEM IN BRUSHED STAINLESS

FINISH

PROVIDE ADA COMPLIANT SIGNAGE FOR DOOR 103

FINISH SCHEDULE

MARK DESCRIPTION - SUBSTITUTIONS MUST BE OR EQUAL AND OWNER/ARCH APPROVED

G LVT-1 J+J LVT CLASSICS V5000, "1003 HEIRLOOM"

SE WOOD 1 x 4 POPLAR BASEBOARD w/ PRIME, 2 COATS ACRYLIC LATEX, SATIN FOR WOOD SW # 7636 "ORIGAMI WHITE"

PNT-1 WALLS PRIME WD SHIPLAP, 2-COATS ACRYLIC LATEX, SATIN: COLOR SHERWIN WILLIAMS # 9136 LULLABY"

PNT-2 CEILING PRIME WD SHIPLAP, 2-COATS ACRYLIC LATEX, SATIN: SHERWIN WILLIAMS # 7636 "ORIGAMI WHITE"

ST-1 STAIN AND SEAL FOR RESTROOM DOOR - NATURAL COLOR TBD OR PREFINISHED INTERIOR DOOR

S P. LAM #1 WILSONART MISSION MAPLE # 7990-38 - DESK TOP AND COUNTERTOP

P. LAM #2 WILSONART TAILORED LINEN # 4992-38 - SERVICE COUNTER BASE CABINET

INTERIOR WD TRIM PRIMER + 2-COATS WATERBASED, ACRYLIC-ALKYD SEMI GLOSS : SHERWIN WILLIAMS # 7636 "ORIGAMI WHITE"

ROOF PAC-CLAD, STANDING SEAM METAL ROOF SYSTEM COLOR TO MATCH DNR BOATER'S BUILDING

VENTED SOFFIT WHITE LP SMART SIDE SYSTEM

EXTERIOR SIDING LP SMART SIDE ENGINEERED WOOD, TEXTURED LAP SIDING SYSTEM, 6" EXPOSURE IN "CLAY"

EXTERIOR TRIM LP SMART SIDE ENGINEERED WOOD, TEXTURED LAP SIDING SYSTEM TRIM IN "WHITE"

FINISH MATERIALS

PAINTED WOOD CEILING

PAINTED VERTICAL MDF OR WD

WALL FINISH

INDOOR HVAC UNIT 6'-8" MIN AFF

WHITE BOARD BY OWNER

P. LAM WORK DESK w/ KNEE SPACE, FILE CABINET AND UNDER

COUNTER REF BY OWNER

WHITE PAINTED WALL TRIM,

CORNER BOARDS AND BASEBOARD

LUXURY VINYL

PLANK FLOOR

LVT-1 LUXURY VINYL TILE

"HEIRLOOM"

INTERIOR FINISHES

PNT-2, SHERWIN

WILLIAMS #7636

"ORIGAMI WHITE"

EXTERIOR MATERIALS

LP SMART SIDE,

ENGINEERED

WOOD TRIM SYSTEM

DIAMOND KOTE

"STANDARD WHITE"

LP SMART SIDE,

ENGINEERED

WOOD LAP SIDING

DIAMOND KOTE "CLAY"

PAC -CLAD KYNAR 500

STANDING SEAM METAL

ROOF - MATCH EXIST. DNR

BOATER'S BUILDING

WD CLAD WINDOWS AND

DOORS EXTERIOR w/

STANDARD WHITE

INTERIOR

PNT-1, SHERWIN

WILLIAMS # 9136

"LULLABY"

2'- 6"

8'- 0"

PAINTED WOOD CEILING

PAINTED VERTICAL MDF

OR WD WALL FINISH

P. LAM SERVICE COUNTER

w/ UNDER CABINETRY PER OWNER

P. LAM WORK DESK w/ FILE CABINET

AND OPEN KNEE SPACE

WHITE PAINTED WD TRIM, CORNER

BOARDS AND BASEBOARD

LUXURY VINYL

PLANK FLOOR

PAINTED WOOD CEILING

PAINTED VERTICAL MDF OR WD

WALL FINISH

INDOOR HVAC UNIT 6'-8" MIN AFF

P. LAM SERVICE COUNTER

W/ UNDER CABINETRY - SEE

INTERIOR ELEVATIONS

WHITE PAINTED TRIM, CORNER

BOARDS AND BASEBOARD

LUXURY VINYL

PLANK FLOOR

9'- 2"

6'-

" H

INSULATION AIR BAFFLE AT EACH RAFTER w/

SOUND BATT INSULATION

STANDING SEAM METAL ROOF ON HT SELF

ADHESIVE ICE & WATER SHIELD PER MFR.

SEAL ROOF MATERIAL ON 5 8" O.S.B.

SHEATHING ON 2 x 12 WD ROOF RAFTERS @ 24" O.C.ON DBL 2 x 6 WD PLATE w/ PLYWD CEILING FINISHED w/ 1 x 6 SHIPLAP T & G WD

BOARDS PER FIN SCHEDULE

METAL DRIP EDGE TO MATCH ROOF

LP SMART SIDE PRE-FINISHED, ENGINEERED

WOOD, VENTED SOFFIT, SUB AND FASCIA,

CORNER BDS, DOOR & WINDOW TRIM

SYSTEM w/ FLASHING AT ALL HORIZONTAL

INTERSECTIONS

PROVIDE 2 X STRUCTURAL HEADERS AT

EACH WALL OPENING

TYP. EXTERIOR WALLS: 2 x 6 WD STUDS @ 16" O.C. w/ 716" EXT. GR. O.S.B. SHEATHING, WEATHER RESISTIVE BARRIER w/ SOUND

BATT INSULATION AND LP SMART SIDING 6"

EXPOSURE LAP EXTERIOR SIDING w/ 5 8" GYP

BD AND INTERIOR FINISH PER SCHEDULE

WHITE CLAD EXTERIOR w/ WHITE PRE FIN WD

INTERIOR, WINDOWS PER SCHEDULE WITH

FULL SCREENS AND WHITE HARDWARE

PROVIDE FLASHING AT ALL WINDOW AND

DOOR HORIZONTAL TRIM LOCATIONS

TR. DOUBLE 2 x 6 WD SILL PLATE w/ SILL

SEALER AND 12" Ø ANCHOR BOLTS @ 6'-0"

O.C.AND ONE WITHIN 1'-0" AT CORNERS INTO

NEW FLOATING DOCK FOUNDATION. ALL

CONNECTIONS PER DOCK MFG STRUCTURAL

ENGINEER

FLASHING AT ALL HORIZONTAL

INTERSECTIONS

2 x 4 SLEEPERS ON DOCK DECK w/ 3 4" PLYWD

DECKING SUB FLOOR

NOTE: NON SKID, SELF SUPPORTING

ALUMINUM ADA THRESHOLD RAMP

PERMANENTLY INSTALLED AT

WEST DOOR

DOCK STRUCTURE PER DOCK

MANUFACTURER

2'-0"

RECESSED SOFFIT LIGHT

RECESSED SOFFIT LIGHT 12

WILSONART MISSION

MAPLE COUNTER TOP

WILSONART TAILORED

LINEN SERVICE COUNTER

CABINETRY FINISHES

MARK ROOM NAME FLOOR FINISH WALL BASE

WALL FINISH

CEILING FINISH CEILING

HEIGHT NOTES

NORTH WALL SOUTH WALL EAST WALL WEST WALL

100 DOCK STAFF LVT-1 WD PNT-1 PNT-1 PNT-1 PNT-1 PNT-2 VARIES

101 RESTROOM LVT-1 WD PNT-1 PNT-1 PNT-1 PNT-1 PNT-2 VARIES

FINISHES SWATCH BOARD

6'-

" T

/ D

8'- 0"

3'- 0"

2'- 6"

SERVICE COUNTER CABINET

3'- 0"

2'- 6"

3'- 4"

ILL

3'- 0"

H U

R O

N A

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N , M

I 4

A R

N S

H A

R B

O R

A-2.00

18-036

4/24/2026

REF

FIN. FLR

DOCK DECK

BID

751/17282 BDW

SCALE: AS SHOWN (AT 24"x36")

DATE:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

ISSUED FOR:

REVISION

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

NORTH

751/17282 BDW

SERVICE PIER BUILDING PLUMBING PLAN

SCALE: NTS3 SERVICE PIER BUILDING DOMESTIC WATER ISOMETRIC

SCALE: NTS2 SERVICE PIER BUILDING SANITARY SEWER ISOMETRIC

PLUMBING LEGEND

COLD WATER DISTRIBUTION

HOT WATER DISTRIBUTION

SANITARY SEWER

SIMPLEX

GRINDER SINKWATER

CLOSET

FLOOR

DRAIN

ROOF VENT

4'' PVC (SAN.)

2'' PVC (SAN.)

1-1/2'' PVC (SAN.)

1-1/2'' PVC

(SAN.)

1-1/2'' PVC (SAN.)

1-1/2'' PVC

(SAN.)

4'' PVC (SAN.)

PLUMBING NOTES

1. PLUMBING DRAWINGS SHOWN ARE SCHEMATIC. NOT ALL REQUIRED WORK IS SHOWN. CONTRACTOR SHALL ASSUME ADDITIONAL

FITTINGS, OFFSETS, ACCESSORIES, ETC. ARE REQUIRED

2. COORDINATE WORK WITHIN THE BUILDING WITH ALL TRADES

3. FILED VERIFY ALL DIMENSIONS

4. SLOPE ALL SANITARY AND VENT PIPING PER CODE

5. PROVIDE PIPE SLEEVES AT ALL WALL AND FLOOR PENETRATIONS AS APPLICABLE TO PROTECT PIPING

6. THE PLUMBING SYSTEM WILL BE DRAINED SEASONALLY. SLOPE PIPING AND PROVIDE DRAINS AND VENTS AS REQUIRED FOR COMPLETE

DRAINAGE OF THE DOMESTIC HOT AND COLD WATER PIPING

7. ALL CONSTRUCTION TO MEET STATE OF MICHIGAN BUILDING & PLUMBING CODE STANDARDS, IN ADDITION TO ALL OTHER APPLICABLE

LOCAL AND NATIONAL CODES AND STANDARDS.

8. PROVIDE SHUTOFF VALVES FOR ALL FIXTURES

9. EXTEND VENT STACKS TO ABOVE THE ROOF. PROVIDE VENTING OF PROPER SIZE AND INSTALLATION PER CODE.

10. PLUMBING FIXTURES:

· WATER CLOSET: FLOOR MOUNTED, TANK TYPE, KOHLER, K-25100-0 WHT KINGSTON 1.28 GPF ADA COMPLIANT OR EQUAL

· LAVATORY: WALL MOUNTED, VITREOUS CHINA, AMERICAN STANDARD "LUCERNE" ADA COMPLIANT PIPING COVER. PROVIDE 4"

CENTER FAUCET HOLES

· FAUCET: T&S BRASS, MODEL B-083, 4" CENTER SET, DECK MOUNT, PUSH BUTTON METERING CARTRIDGES

PROVIDE w/ THERMOSTATIC MIXING VALVE

· FLOOR DRAIN:

2'' HDPE F.M.

4'' PVC 4'' PVC 4'' PVC

4''

2'' P

1- 1/2

'' P

4'' WASTE

1/2'' C.W.

SINK

1/2'' C.W.

1/2'' H.W.

1-1/2'' WASTE

1-1/2'' VENT

1/2'' C.W.

1/2'' H.W.

2'' WASTE

SIMPLEX GRINDER

4'' IN

2'' OUT

1-1/2'' HDPE

2'' SCH. 40 H.D.G. 2'' SCH. 40 H.D.G. 2'' SCH. 40 H.D.G.

3/4 '' P

-A

3/4'' PEX-A

1/2'' PEX-A

1/2'' PEX-A1/2'' PEX-A

1/2'' PEX-A WHSINK

WATER

CLOSET

1/2'' PEX-A (H.W.)

1/2 '' P

-A

(C .W

3/4'' PEX-A (C.W.)

2'' SCH. 40

H.D.G. (C.W.)

SCALE: 1/2" = 1'-0"

2'' SCH. 40 H.D.G. (C.W.)

3/4'' PEX-A (C.W.) 3/4'' PEX-A (C.W.)

1/2 '' P

-A

(C .W

1/2 '' P

-A

(C .W

4'' PVC (SAN.)4'' PVC (SAN.)2'' PVC (SAN. F.M.)

G P

H U

R O

N A

, L

N , M

I 4

A R

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H A

R B

O R

P-1.00

18-036

4/24/2026

BID

ROOF VENT

2'' PVC (SAN.)

ROOF VENT

LABEL

CONDUCTOR

AMPACITY 75 °C Φ

MINIMUM

CONDUIT

CABLE FOR MARINA /

BOATYARD APPLICATION

1#12 AWG TYPE SOW OR EQUAL 371-1/2"1G35

#10 AWG TYPE SOW OR EQUAL 52

1G50

#8 AWG TYPE G OR W CABLE 651G60

#6 AWG TYPE G OR W CABLE 881G80

#4 AWG TYPE G OR W CABLE 1151G100

#3 AWG TYPE G OR W CABLE 1351G125

#2 AWG TYPE G OR W CABLE 1521G150 2-1/2"

#1 AWG TYPE G OR W CABLE 1781G175

3"#1/0 AWG TYPE G OR W CABLE 2071G200

#2/0 AWG TYPE G OR W CABLE 2381G225

#3/0 AWG TYPE G OR W CABLE 2751G250

3-1/2"#4/0 AWG TYPE G OR W CABLE 3171G300

250 KcMIL TYPE G OR W CABLE 3541G350

#1/0 AWG TYPE G OR W CABLE 4141G400 3"

4761G450 3"

#3/0 AWG TYPE G OR W CABLE 550

#4/0 AWG TYPE G OR W CABLE 6341G600

#1/0 AWG TYPE G OR W CABLE 621

#3/0 AWG TYPE G OR W CABLE 8253"

#1/0 AWG TYPE G OR W CABLE 8283"

250 KcMIL TYPE G OR W CABLE 1062

#3/0 AWG TYPE G OR W CABLE 1100

#4/0 AWG TYPE G OR W CABLE 1268

3-1/2"

#8 AWG TYPE G OR W CABLE 573G50 2"

#6 AWG TYPE G OR W CABLE 773G70

#4 AWG TYPE G OR W CABLE 1013G100

#3 AWG TYPE G OR W CABLE 1183G110 3"

#2 AWG TYPE G OR W CABLE 1333G125

#1 AWG TYPE G OR W CABLE 1563G150

#1/0 AWG TYPE G OR W CABLE 1813G175

#2/0 AWG TYPE G OR W CABLE 2083G200

#3/0 AWG TYPE G OR W CABLE 2413G225

250 KcMIL TYPE G OR W CABLE 3103G300

#2/0 AWG TYPE G OR W CABLE 4163"2

3G450 #3/0 AWG TYPE G OR W CABLE 4823"2

#1/0 AWG TYPE G OR W CABLE 543

3G500

3"3

#4/0 AWG TYPE G OR W CABLE 5544"2

250 KcMILTYPE G OR W CABLE 620

3G600 #2/0 AWG TYPE G OR W CABLE 6243

3G800 #4/0 AWG TYPE G OR W CABLE 8313

#2/0 AWG TYPE G OR W CABLE 8323"4

3G1000 #4/0 AWG TYPE G OR W CABLE 11084"4

250 KcMIL TYPE G OR W CABLE 12404

PORTABLE POWER CABLE & CORD

BRANCH CIRCUIT AND FEEDER LEGEND

ALL WIRE SIZED USING 400.5(A)(1) AND NEC 400.5(A)(2), WITH GREEN INSULATED GROUND

ALL CONDUCTORS SHALL BE COPPER

• WET LISTED

• APPROVED FOR MARINA USE

• SUITABLE FOR CONTINUOUS SUBMERSION IN WATER

ALL CONDUIT SIZED FOR RIGID PVC, SCHEDULE 40; RESIZE FOR DIFFERENT CONDUIT AS REQUIRED

FEEDER LABEL WITH * IN THE PLANS INDICATES NEUTRAL IS NOT REQUIRED

NUMBER

OF RUNS

2 4"

1-1/2"

2-1/2"

#4/0 AWG TYPE G OR W CABLE 2773G250 4"1

3G500

3G600

3G800

3G400

3G1200

1G1200

1G1000

1G800

1G600

1G500

VOLTAGE

RANGE

240 - 480

208 - 480

#2/0 AWG TYPE G OR W CABLE

1S60 2"

LABEL

(3) #6 65

CONDUCTOR

AMPACITY 75 °C

VOLTAGE

RANGE

208 - 480

MINIMUM

CONDUIT

CONDUCTORS

PER CONDUIT

1S100 3"(3) #3 100

1S150 (3) #1/0 150

1S200 (3) #3/0 200

1S225 (3) #4/0 230

1S400 (3) #3/0 400

4"(3) #600 KCM 420

1S600 (3) #3/0 600

(3) #350 KCM 620

3S100 (4) #3 100

3S200 200

3S225 230

3S400 400

3S600 620

3S800 855

3S1000 1005

3S1200 1240

3S1400 4" 1520

3S1600 1675

3S2000 2100

3S2500 2520

3S3000 3040

3S3500 3680

3S4000 4200

(4) #3/0

(4) #4/0

(4) #3/0

(4) #350 KCM

(4) #300 KCM

(4) #400 KCM

(4) #250 KCM

(4) #350 KCM

(4) #500 KCM

(4) #400 KCM

(4) #600 KCM

(4) #500 KCM

(4) #700 KCM

(4) #600 KCM

SERVICE ENTRANCE CONDUCTOR & CONDUIT LEGEND

ALL WIRE SIZED FOR THWN COPPER

ALL CONDUIT SIZED FOR RIGID PVC, SCHEDULE 40; RESIZE FOR DIFFERENT CONDUIT AS REQUIRED

NUMBER

OF RUNS

(4) #600 KCM

3S1000

3S3500

(4) #600 KCM

1S400

1S600

(3) #3/0 80041S800 3"

1S1000 (3) #250 KCM 4 3" 1020

208 - 480

GROUNDING

ELECTRODE

CONDUCTOR

#1/0

#3/0

(3) #300 KCM 85531S800 3" 1 208 - 480

#1/0

#3/0

A20 1/2"

LABEL

(2) #12 & (1) #12 GND. 20

CONDUCTOR

AMPACITY 75 °C

VOLTAGE

RANGE

120 OR 277

208 - 480

MINIMUM

CONDUITCONDUCTORS PER CONDUIT

3/4"(2) #10 & (1) #10 GND. 30

(2) #8 & (1) #10 GND. 50

(3) #12 & (1) #12 GND. 201/2"

A30

A50

B20

(3) #10 & (1) #10 GND. 303/4"B30

(3) #8 & (1) #10 GND. 50B50

(3) #6 & (1) #10 GND. 65B60

(3) #4 & (1) #8 GND. 85B80 1"

(3) #3 & (1) #8 GND. 100B100

(3) #1 & (1) #6 GND. 130B125 1-1/2"

(3) #1/0 & (1) #6 GND. 150B150 2"

(3) #2/0 & (1) #6 GND. 175B175

(3) #3/0 & (1) #6 GND. 200B200

(3) #4/0 & (1) #4 GND. 230B225 2-1/2"

(3) #250 KCM & (1) #4 GND. 255B250

(3) #350 KCM & (1) #4 GND. 310B300

(3) #500 KCM & (1) #3 GND. 380B350 3"

(3) #3/0 & (1) #3 GND. 400B400 2"2

(3) #250 KCM & (1) #2 GND. 510B500 2-1/2"

(3) #350 KCM & (1) #1 GND. 620B600 3"

(3) #300 KCM & (1) #1/0 GND. 855B800 3 2-1/2"

(3) #250 KCM & (1) #2/0 GND. 1020B1000 4

(3) #350 KCM & (1) #3/0 GND. 1240B1200 3"

(4) #12 & (1) #12 GND. 20C20 1/2"1

(4) #10 & (1) #10 GND. 303/4"C30

(4) #8 & (1) #10 GND. 50C50

(4) #6 & (1) #10 GND. 65C60

(4) #4 & (1) #8 GND. 85C80 1-1/2"

(4) #3 & (1) #8 GND. 100C100

(4) #1 & (1) #6 GND. 130C125 1-1/2"

(4) #1/0 & (1) #6 GND. 150C150 2"

(4) #2/0 & (1) #6 GND. 175C175

(4) #3/0 & (1) #6 GND. 200C200

(4) #4/0 & (1) #4 GND. 230C225 3"

(4) #250 KCM & (1) #4 GND. 255C250

(4) #350 KCM & (1) #4 GND. 310C300

(4) #500 KCM & (1) #3 GND. 380C350

(4) #3/0 & (1) #3 GND. 400C400 2"2

(4) #250 KCM & (1) #2 GND. 510C500 3"

(4) #350 KCM & (1) #1 GND. 620C600 3"

(4) #300 KCM & (1) #1/0 GND. 855C800 3"3

(4) #250 KCM & (1) #2/0 GND. 1020C1000 4

(4) #350 KCM & (1) #3/0 GND. 1240C1200 3"

(4) #500 KCM & (1) #4/0 GND. 1520C1400

(4) #400 KCM & (1) #4/0 GND. 1675C1600 5

(4) #600 KCM & (1) #250 KCM GND. 2100C2000 4"

BRANCH CIRCUIT AND FEEDER LEGEND W/ EQUIP. GND.

ALL WIRE SIZED FOR THWN COPPER

ALL CONDUIT SIZED FOR RIGID PVC, SCHEDULE 40; RESIZE FOR DIFFERENT CONDUIT AS REQUIRED

FEEDER LABEL WITH * IN THE PLANS INDICATES NEUTRAL IS NOT REQUIRED

NUMBER

OF RUNS

(3) #2 & (1) #6 GND. 115B110 1-1/2"

(3) #300 KCM & (1) #4 GND.B275

2-1/2"

3/4"

1-1/2"

(3) #4/0 & (1) #2 GND.B450 2-1/2"2 460

(4) #2 & (1) #6 GND.C110 1-1/2"

1-1/2"

3/4"

(4) #4/0 & (1) #2 GND.C450 2 3" 460

3-1/2"

2-1/2"

120 OR 277

208 - 480

OFTIS

AFFETTAFFETT

1 S JEFFERSON AVE, STE 101

COOKEVILLE, TN 38501

TEL: (931) 526-5143

www.maffett-loftis.com

ENGINEERING, LLC

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

P R

O J E

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DATE REVISION

ISSUED FOR: BID

DATE:

PROJ NO.:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING

OR OTHER USE OF THIS DRAWING

WITHOUT WRITTEN CONSENT IS

RESOURCES, LLC.

MLE PROJ NO.:

20-040

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T O

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NORTH

751/20154.BDWR2

25051

E0.1

04/24/2026

E L E

C T

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G E

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GDL

LSR

GDL

ELECTRICAL MARINA NOTES

1 APPLICABLE CODES INCLUDE, BUT ARE NOT RESTRICTED TO, THE LATEST ADOPTED VERSIONS OF THE FOLLOWING CODES AT THE TIME OF THE

PLAN DATE:

- NFPA 70 NATIONAL ELECTRIC CODE

- INTERNATIONAL BUILDING CODE

- UL UNDERWRITERS LABORATORY

- NEMA

2 ELECTRICAL SYSTEM(S) SHALL BE INSTALLED COMPLETE WITH ALL WORK, MATERIALS, AND EQUIPMENT CUSTOMARILY CONSIDERED PART OF

SUCH WORK FOR A FULLY OPERATIONAL, COMPLETE, AND CODE COMPLIANT SYSTEM.

3 PLANS ARE DIAGRAMMATIC AND ARE PROVIDED ONLY TO SHOW GENERAL SYSTEM. CONTRACTOR SHALL CONSIDER ACTUAL FIELD CONDITIONS DURING INSTALLATION. ANY GROSS INTERFERENCE SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE CONTINUING.

4 ALL ELECTRICAL CONNECTIONS SHALL BE MOUNTED ABOVE ELECTRICAL DATUM PLANE.

5 COORDINATE FINAL LOCATIONS OF ALL SWITCHES AND OUTLETS WITH OWNER. OWNER SHALL RETAIN RIGHT TO MAKE MINOR LOCATION

ADJUSTMENTS PRIOR TO EQUIPMENT INSTALLATION WITHOUT ADDITIONAL COST.

6 ALL 3Φ CIRCUITS SHALL HAVE A-B-C PHASE ROTATION. ALL 3Φ ELECTRICAL SWITCHGEAR, SWITCHBOARDS, MCC’S, AND SIMILAR EQUIPMENT SHALL HAVE A-B-C PHASE ROTATION FROM LEFT TO RIGHT. REFER TO THE POWER WIRING COLOR CODE ON THIS SHEET.

7 VERIFY AVAILABLE CIRCUIT CURRENT WITH ELECTRICAL POWER SUPPLIER.

8 PROVIDE COMPLETE AND COMPLIANT EQUIPMENT AND SYSTEM GROUNDING THROUGHOUT ELECTRICAL INSTALLATION. INSTALL BONDING

JUMPERS TO OUTLET BOXES IN METALLIC CONDUIT SYSTEMS.

9 UNLESS OTHERWISE NOTED, EACH CONDUIT OR RACEWAY SHALL CONTAIN ONLY A SINGLE CIRCUIT.

10 ALL EXTERIOR EQUIPMENT SHALL BE NEMA 3R RAINTIGHT.

11 WITH ALL LIGHTING AND MOTOR LOADS OPERATING, CONTRACTOR SHALL VERIFY THAT THE PHASE BALANCE IN EACH PANEL IS WITHIN 5%.

12 COMPLETE ELECTRICAL SYSTEMS SHALL BE TESTED FOR COMPLIANCE AND FUNCTION IN ACCORDANCE WITH LOCAL INSPECTIONS AND

NATIONAL CODES.

13 CONTRACTOR SHALL INSTALL EXPANSION AND DEFLECTION CONDUIT FITTINGS PER NEC 300.7(B), PLANS, AND SPECIFICATIONS.

14 THE AMPACITY, VOLTAGE, AND PHASE OF ALL DISCONNECTS SHALL BE RATED PER THE SPECIFIED CIRCUIT AND UPSTREAM OVERCURRENT PROTECTION UON. THE ENCLOSURE NEMA RATING SHALL BE COORDINATED AS REQUIRED BY THE ENVIRONMENT.

15 IF DISCREPANCIES EXIST WITHIN THE PLANS AND/OR SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING IT TO THE ATTENTION OF THE ENGINEER BEFORE WORK IS STARTED OR MATERIAL/EQUIPMENT IS ORDERED.

16 THE PLANS AND SPECIFICATIONS FOR THIS WORK HAVE BEEN PREPARED WITH THE INTENT TO BE AS ACCURATE AND COMPLETE AS PRACTICAL, BUT ERRORS, OMISSIONS, AND CONFLICTS MAY EXIST. PRIOR TO SUBMITTING A BID FOR CONSTRUCTING THE WORK, THE CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS IN DETAIL. ANY QUESTIONS OR COMMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMITTING A BID. BY SUBMITTING A BID FOR THE WORK, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS REVIEWED THE PLANS AND SPECIFICATIONS, UNDERSTANDS THE DESIGN INTENT, AND DOES NOT HAVE ANY FURTHER QUESTIONS OR COMMENTS.

17 CONTRACTOR SHALL FIELD VERIFY THAT ALL PARALLEL CONDUCTOR RUNS OF SERVICE ENTRANCE OR FEEDER CONDUCTORS FOR EACH

CIRCUIT FOLLOW THE SAME PATH AND ARE OF EQUAL LENGTH.

18 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY FEES AND CHARGES FOR INSTALLATION AND UTILITY UPGRADES FOR PROJECT.

19 CONTRACTOR SHALL COORDINATE AND PAY FOR ALL PERMITS, INSPECTION FEES, UTILITY FEES, AND UTILITY CHARGES FOR THIS PROJECT.

20 CONTRACTOR SHALL WARRANTY ALL SYSTEMS FOR PARTS, EQUIPMENT, MATERIAL, AND LABOR FOR A PERIOD OF ONE YEAR FROM THE DATE

OF SUBSTANTIAL COMPLETION.

21 THE OWNER AND/OR OWNER'S REPRESENTATIVE SHALL INSPECT THE INSTALLATION AT SUBSTANTIAL COMPLETION AND AT ONE YEAR FROM SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS THAT DO NOT CONFORM TO THE CODE AND/OR

THE CONTRACT DOCUMENTS.

22 KELLEMS GRIPS SHALL BE INSTALLED SO THE GRIP IS ALIGNED WITH THE CABLE TO AVOID ANY PRESSURE POINTS ANYWHERE ALONG THE LENGTH OF THE GRIP. THIS INCLUDES INSTALLATION PROJECTS WHERE TIDAL ACTION MAY CHANGE THE ANGLE OF THE CABLE IN REFERENCE TO THE GRIP POSITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING AND MAKING ANY ADJUSTMENTS TO THE GRIP MOUNTING POSITION AND CABLE LENGTHS AS REQUIRED TO MITIGATE PRESSURE POINTS AT LOW AND HIGH TIDES. REFER TO PLANS AND DETAILS WHERE THE GRIPS ARE INDENDED TO BE INSTALLED. ALL KELLEMS GRIPS, SUPPORT CABLE, AND MOUNTING HARDWARE SHALL BE STAINLESS STEEL.

23 LABEL REQUIREMENTS:

A. ALL ELECTRICAL EQUIPMENT SHALL BE AFFIXED WITH A PERMANENT LABEL STATING THE EQUIPMENT NAME, VOLTAGE AND PHASE CLASS, AMPACITY, AND WHERE THE EQUIPMENT IS FED FROM.

B. PANEL DIRECTORIES SHALL BE TYPED SHOWING EACH BRANCH BREAKER LOAD AS SHOWN IN THE PANEL SCHEDULES.

C. EACH SHORE POWER PEDESTAL SHALL BE LABELED WITH THE UPSTREAM CIRCUIT AND PANEL.

24 COORDINATE EXACT SIZES AND QUANTITIES OF LUGS WITH THE CONDUCTORS THAT WILL BE INSTALLED.

25 SUBMITTAL REQUIREMENTS: CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL DETAILED PRODUCT INFORMATION ON ALL EQUIPMENT INCORPORATED IN THE PROJECT RELATED TO THE SPECIFIC CONTRACTOR TRADE. SUBMITTAL SHALL BE PROVIDED, AND ENGINEER SHALL REVIEW AND APPROVE, PRIOR TO EQUIPMENT PURCHASE. FOUR COPIES OF SUBMITTALS SHALL BE PROVIDED TO THE ENGINEER. TWO COPIES SHALL BE RETURNED TO THE CONTRACTOR. PRIOR TO SUBMITTAL, CONTRACTOR SHALL REVIEW AND CERTIFY BY SIGNATURE THE SUBMITTED EQUIPMENT MEETS SPECIFICATION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, FITTINGS, AND CONSTRUCTION FEATURES RELATIVE TO EQUIPMENT. APPROVAL OF SUBMITTAL INFORMATION BY THE ENGINEER ONLY REFERS TO MATERIALS, DESIGN, AND ADHERENCE TO SPECIFICATIONS. "APPROVED EQUAL" MEANS THE CONTRACTOR SHALL SUBMIT A REQUEST FOR ALTERNATE EQUIPMENT AND/OR MATERIAL FOR ENGINEER'S REVIEW AND APPROVAL. THE CONTRACTOR SHALL NOT ASSUME THE ALTERNATE WILL BE

APPROVED.

26 ALL CONNECTIONS SHALL BE MADE WITH A LISTED BI-METAL GALVANIC CORROSION INHIBITOR.

27 ALL ALUMINUM CONNECTIONS AND TERMINATION BLOCKS SHALL BE LISTED FOR BOTH ALUMINUM AND COPPER CONDUCTORS.

28 WHERE CONDUCTORS HAVE BEEN UPSIZED FOR VOLTAGE DROP, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DOWNSIZE THE CONDUCTOR AT THE TERMINATION POINT IN ORDER TO LAND ON THE LUGS OF THE BREAKER. ALL ELECTRICAL CONNECTIONS MUST BE MADE ABOVE THE

ELECTRICAL DATUM PLANE.

• ALL NONMETALLIC MATERIAL SHALL BE UV-RESISTANT

• ALL WIRING METHODS ABOVE DECK SHALL BE PROTECTED IN SCHEDULE 80 PVC CONDUIT UP TO 8'-0"

ELECTRICAL MATERIALS SCHEDULE - MARINA

DESCRIPTION MATERIAL STANDARDS REMARKS

WIRE / CABLE

#10 & SMALLER 600-VOLT

THWN

THWN-2 AS NOTED

UL 83 • STRANDED

• TINNED SOFT

• DRAWN COPPER

• NOT FOR SUBMERSION

#8 & LARGER 600-VOLT

THWN

THWN-2 AS NOTED

UL 83 • STRANDED

• TINNED SOFT

• DRAWN COPPER

• UNDER DECK

• NOT FOR SUBMERSION

#10 & SMALLER

TYPE "SOW" / "STW" / "STOW" /

"SEOW" / "STOOW" PORTABLE POWER

CORDS

105°C

2000-VOLT

UL 83 • STRANDED

• TINNED SOFT

• DRAWN COPPER

• EXTRA HARD USE

• SUN LIGHT RESISTANT

• OIL, GAS, AND CHEMICAL RESISTANT

#8 & LARGER

TYPE "W" / "G" / "G-GC" PORTABLE

POWER CABLE

105°C

2000-VOLT

UL 83 • STRANDED

• TINNED SOFT

• DRAWN COPPER

• EXTRA HARD USE

• SUN LIGHT RESISTANT

• OIL, GAS, AND CHEMICAL RESISTANT

WET-LISTED MC CABLE 600-VOLT • PVC JACKET

• NOT FOR SUBMERSION

CONDUIT

RIGID GALVANIZED STEEL HH 9359 • NOT FOR SUBMERSION

PVC SCHEDULE 40 / 80 PVC NEMA TC-2 • USE SCHEDULE 40 IN PROTECTED DOCK STRUCTURE OR

UNDERGROUND / UNDERWATER / UNDERDECK

• USE SCHEDULE 80 ABOVE THE DECK AND ABOVE GROUND UP

TO 8'

EMT GALVANIZED DUCTILE STEEL HE 8141 • ELECTRIC METALLIC TUBING - USE IN DRY LOCATIONS OF

FLOATING BUILDINGS

LFNC LIQUIDTIGHT FLEXIBLE

NONMETALLIC CONDUIT

• LISTED FOR DIRECT BURIAL - INSTALL WHERE NOT SUBJECT

TO PHYSICAL DAMAGE AND NOT ABOVE THE DECK

HDPE HIGH-DENSITY

POLYETHYLENE

• INSTALL UNDERGROUND FOR SERVICE AND FEEDER

CONDUCTORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE

CONDUIT HANGERS / STRAPS

UP TO 3/4" GALVANIZED STEEL • 4'-0" O/C MAXIMUM

1" TO 1-1/4" • 6'-0" O/C MAXIMUM

1-1/2" & UP • 8'-0" O/C MAXIMUM

CABLE SUPPORT

"KELLEMS" CABLE GRIPS STAINLESS STEEL • COORDINATE SIZE AND STYLE FOR PROPER CABLE OR

CONDUIT

www.call811.com

CALL BEFORE YOU DIG

THE CONTRACTOR SHALL

NOTIFY ALL UTILITIES INCLUDING AND

NOT LIMITED TO GAS, WATER,

ELECTRIC, CABLE, AND TELEPHONE

COMPANIES PRIOR TO ANY

EXCAVATION. THE CONTRACTOR

SHALL NOTIFY ONE-CALL SERVICE

(CALL 811) SEVENTY-TWO (72) HOURS

AS REQUIRED BY LAW BEFORE ANY

EXCAVATION, AT ANY LOCATION.

ELECTRICAL ABBREVIATIONS

A / AB ABOVE

AF AMPERE FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT INTERRUPTER

AHJ AUTHORITY HAVING JURISDICTION

AIC AVAILABLE FAULT CURRENT

AMP AMPERE

AP ANNUNCIATOR PANEL

AT AMPERE TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

BFG BELOW FINISHED GRADE

BOD BASIS OF DESIGN

CKT CIRCUIT

COM COMMUNICATION

CT CURRENT TRANSFORMER

DN DOWN

DWG DRAWING

ECB ENCLOSED CIRCUIT BREAKER

EDP ELECTRICAL DATUM PLANE

EMG EMERGENCY

ERMS ENERGY REDUCING MAINTENANCE SWITCH

FACP FIRE ALARM CONTROL PANEL

FAP FIRE ALARM PANEL

GAP GENERATOR ANNUNICATOR PANEL

GEC GROUNDING ELECTRODE CONDUCTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GFM GROUND FAULT MONITOR

GFPE GROUND FAULT PROTECTION OF EQUIPMENT

HP HORSEPOWER

HZ HERTZ

KVA KILOVOLT-AMPERE

KW KILOWATT

LEUD LOCAL ELECTRICAL AND UTILITY DEPARTMENT

MCB MAIN CIRCUIT BREAKER

MCS MOLDED CASE SWITCH

MDP MAIN DISTRIBUTION PANEL

MFG MANUFACTURING

MFR MANUFACTURER

MLO MAIN LUG ONLY

MOCP MAIN OVERCURRENT PROTECTION

N.C. NORMALLY CLOSED

N.O. NORMALLY OPEN

OH OVERHEAD

PH / Φ PHASE

PNL PANEL

PPC PORTABLE POWER CABLE

RECIRC RECIRCULATING / RECIRCULATION

RECPT RECEPTACLE

SCH SCHEDULE

SER SERVICE ENTRANCE RATED

SPD SURGE PROTECTIVE DEVICE

ST SHUNT TRIP

TEL TELEPHONE

TYP TYPICAL

U / UC UNDER / UNDER CABINET

UG UNDERGROUND

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

US UNDERSLAB

UW UNDERWATER

V VOLT

VA VOLT-AMPERE

W WATT

WR WEATHER-RESISTANT

WRI WEATHER-RESISTANT, IN-USE

ELECTRICAL LEGEND

GENERAL

PANEL

HOT LEG

HOT LEG WITH NEUTRAL

HOT LEG WITH GROUND

SWITCH LEG

THREE-WAY CIRCUIT

CIRCUIT HOME RUN

POWER

NON-FUSED DISCONNECT

TRANSFORMER

120V DUPLEX RECEPTACLE

120V QUAD RECEPTACLE

240V RECEPTACLE

RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER

RECEPTACLE, IN-FLOOR BOX & COVER

WEATHER-RESISTANT RECEPTACLE, IN-USE, METAL,

HEAVY-DUTY, WITH GROUND FAULT CIRCUIT INTERRUPTER

ABOVE COUNTER RECEPTACLE, COORDINATE WITH

ARCHITECTURE

UNDER COUNTER RECEPTACLE, COORDINATE WITH

ARCHITECTURE

120V DUPLEX RECEPTACLE SWITCHED WITH LIGHTING

CONTROLS

120V DUPLEX RECEPTACLE WITH USB PORT

TAMPER-RESISTANT RECEPTACLE

JUNCTION BOX

NORMALLY CLOSED CONTACT

NORMALLY OPEN CONTACT

CONTACT

DELAY OFF

THERMOSTAT

TIMER

FUSE

LIGHTING

SWITCH

20A DOUBLE-POLE SINGLE-THROW SWITCH

3 - 4 WAY SWITCH

DIMMER SWITCH

OCCUPANCY SENSOR SWITCH, TIME SETTING OF 30 MIN. UON

CEILING-MOUNTED OCCUPANCY SENSOR, TIME SETTING OF 30

MIN. UON - HATCHING ON PLANS INDICATES AIMING OF SENSOR

EXTERIOR PHOTO-ELECTRIC CELL SWITCH

LIGHTING CONTACTOR

WIRING COLOR CODE

CONDUCTOR COLOR

120/208 (240)

PHASE A BLACK

PHASE B RED

PHASE C (3Φ ONLY) BLUE

NEUTRAL WHITE

GROUND GREEN

277/480

PHASE A BROWN

PHASE B ORANGE

PHASE C (3Φ ONLY) YELLOW

NEUTRAL GRAY

GROUND GREEN

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PROFESS I ONA L

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GARY D.

LOFTIS

ENGINEER

No.

6201309092

04/24/2026

16 4 / E0.2

2 / E0.2

ELECTRICAL

DATUM PLANE

WATER LEVEL NORMAL

POOL

HIGHEST WATER LEVEL

UNDER NORMAL

CIRCUMSTANCES

DOCK

ELECTRICAL

DATUM PLANE

DECK STRUCTURE

FLOATING FIXED

IN HIGHEST WATER LEVEL

UNDER NORMAL CIRCUMSTANCES

ELECTRICAL

DATUM PLANE

LAND NOT SUBJECT TO TIDES

LAND

ELECTRICAL EQUIPMENT

4 7

9 10

HOT CONDUCTORS

NEUTRAL CONDUCTOR

(AS REQUIRED)

1Φ CIRCUIT3Φ CIRCUIT

HOT CONDUCTORS

NEUTRAL CONDUCTOR

(AS REQUIRED)

ROCK BOTTOM

GROUNDING ELECTRODE

CONDUCTORS

ALL CLAMPS

SUITABLE FOR

DIRECT BURIAL

OR EXOTHERMIC

WELD

-1

/2 F

-1

/2 F

MAXIMUM 45° ANGLE

EXOTHERMIC WELD,

TYPICAL

MACHINE-COMPACTED

SOIL OR VIRGIN EARTH

SIDE VIEW END VIEW

9 / E0.2 8 / E0.2

DOCK SLEEVE W/

BELL END FITTINGS

VARIES

NEEDED

OFTIS

AFFETTAFFETT

1 S JEFFERSON AVE, STE 101

COOKEVILLE, TN 38501

TEL: (931) 526-5143

www.maffett-loftis.com

ENGINEERING, LLC

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

P R

O J E

C T

L E

S H

E E

T T

L E

DATE REVISION

ISSUED FOR: BID

DATE:

PROJ NO.:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING

OR OTHER USE OF THIS DRAWING

WITHOUT WRITTEN CONSENT IS

RESOURCES, LLC.

MLE PROJ NO.:

20-040

L E

G T

O N

S T

A T

E H

A R

B O

E L

E C

T R

L U

P G

R A

D E

S L

E X

T O

M I

NORTH

751/20154.BDWR2

25051

E0.2

04/24/2026

E L E

C T

A L

D E

T A

GDL

LSR

GDL

NOT TO SCALEE0.2

1 SERVICE GNDING DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 SUPPORT STRUCTURE.

2 MAIN DISCONNECT.

3 SERVICE DISCONNECT.

4 NEUTRAL BAR.

5 GROUNDING BAR.

6 BONDING STRAP.

7 CONCRETE PAD (IF REQUIRED).

8 FILL GRAVEL.

9 CONCRETE-ENCASED ELECTRODE, 1/2" x

20" (IF PAD OR FOOTER IS INSTALLED).

10 GROUND ROD, COPPER CLAD, SEE

REFERENCED DETAIL.

11 FINISHED GRADE.

12 GROUNDING ELECTRODE CONDUCTOR.

13 VIRGIN SOIL.

14 EXOTHERMIC WELD.

15 STRUCTURE GROUNDING ELECTRODE

CONDUCTOR. ISOLATE FROM SERVICE

GROUNDING ELECTRODE CONDUCTOR.

16 ELECTRICAL DATUM PLANE, SEE

REFERENCED DETAIL.

17 BOTTOM OF SERVICE EQUIPMENT SHALL

BE MOUNTED AT LEAST 12" ABOVE EDP.

GENERAL NOTES

A GROUNDING SHALL BE PER NEC ARTICLE

250 AND 555.

B CONFIGURATION OF SERVICE MAY

DIFFER. COORDINATE INSTALLATION.

NOT TO SCALEE0.2

ELECTRICAL

DATUM PLANE DTL

ELECTRICAL NOTES

GENERAL NOTES

A ALL ELECTRICAL CONNECTIONS (WITH

EXCEPTION TO GROUND BONDING TO

DOCK STRUCTURE), ON FLOATING OR

FIXED PIERS, SHALL BE ABOVE THE

ELECTRICAL DATUM PLANE. BOTTOMS

OF TRANSFORMERS SHALL NOT BE

BELOW THE ELECTRICAL DATUM PLANE.

ELECTRICAL NOTES

NUMBERED NOTES

1 ELECTRICAL PANEL.

2 GROUND FAULT MONITOR (GFM) SHALL

BE PROVIDED 120V SOURCE. SEE

ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION. COORDINATE WITH

MANUFACTURER FOR WIRING AND

INSTALLATION REQUIREMENTS. RED

BEACON SHALL FLASH UPON ALL

CIRCUIT TRIPS DUE TO GROUND FAULT

ALARMS. FOR PROJECTS SPECIFIED

WITH SUBSTATIONS, THE GFM SHALL BE

INTEGRAL TO THE SUBSTATION.

3 SHUNT TRIP BRANCH BREAKER, TYPICAL.

SEE PANEL SCHEDULE FOR SIZE.

4 GFM CURRENT SENSOR, TYPICAL. SIZE

PER WIRE AS SHOWN IN PANEL

SCHEDULE. HOT AND NEUTRAL

CONDUCTORS ROUTED THROUGH CT.

5 CURRENT SENSOR CONTROL WIRE

SHALL BE #16 AWG THWN, TYPICAL.

6 SHUNT TRIP CONTROL WIRE SHALL BE

#16 AWG THWN, TYPICAL.

7 BRANCH CIRCUIT TO MARINA PEDESTAL,

TYPICAL.

8 HOT CONDUCTORS.

9 NEUTRAL CONDUCTOR.

10 EQUIPMENT GROUNDING CONDUCTOR.

11 ROUTED IN CONDUIT AS REQUIRED.

GENERAL NOTES

A REFER TO GROUND FAULT MONITOR

SCHEDULE.

NOT TO SCALEE0.2

6 GFM WIRING DTL

NOT TO SCALEE0.2

3 GND ROD INSTALL. DTL

NOT TO SCALEE0.2

2 GROUND ROD DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 INSTALL GROUND ROD BELOW GROUND

FREEZING DEPTH. COORDINATE DEPTH

WITH AREA OF INSTALLATION.

2 GROUND ROD TO HAVE A MINIMUM OF 8'

IN CONTACT WITH UNDISTURBED EARTH.

3 UL LISTED UNDERGROUND EXOTHERMIC

WELD OR APPROVED CLAMP, TYP.

4 UL LISTED 5/8" Ø x 10' DRIVEN GROUND

ROD, TYP. COORDINATE LOCATION WITH

SITE. SEE REFERENCED DETAIL.

5 GROUNDING CONDUCTOR, TYP. SAME

SIZE AS GROUNDING ELECTRODE

CONDUCTOR.

6 GROUNDING ELECTRODE CONDUCTOR.

7 GROUND RODS TO BE INSTALLED IN A

TRIANGULAR PATTERN WITH MIN. 6'

APART, TYP.

8 VIRGIN EARTH.

9 FINISHED GRADE.

NOT TO SCALEE0.2

8 BONDING DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 BONDING CONDUCTOR #3/0 GREEN

INSULATION TYPE W COPPER CABLE,

MSHA ACCEPTED, WET LOCATIONS,

RESISTANT TO OILS, ACIDS, ALKALINES,

AND ABRASION-RESISTANT, OR 12" OF

GREEN TAPE AT EACH END. CONDUCTOR

STRAND SHALL BE MINIMUM OF 448/24

STRANDS. ALLOW ENOUGH SLACK IN

WIRE FOR STRUCTURE MOVEMENT AS

PRACTICAL. INSTALLATION LOCATION

SHALL BE SUCH THAT NO DAMAGE WILL

OCCUR TO CONDUCTOR DURING

STRUCTURE MOVEMENT.

2 (2) STAINLESS STEEL HEX BOLTS 5/16 - 18

MIN.

3 HEX STYLE CRIMP OR EQUAL, USING A

MINIMUM OF 14 TON CRIMP TOOL.

4 CLEAN STRUCTURE METAL BEHIND

CLAMP.

ELECTRICAL NOTES

NUMBERED NOTES

1 SET SCREW.

2 FINE STRAND CONDUCTOR.

3 CONDUCTOR INSULATION.

4 METAL BARREL OF FERRULE. CRIMPING

OF FERRULE IS NOT REQUIRED.

COORDINATE FERRULE DIAMETER WITH

THE SPECIFIED FINE STRAND

CONDUCTOR SIZE.

5 BREAKER OR OTHER TERMINATION

DEVICE, SIZED TO FIT FERRULE.

NOT TO SCALEE0.2

FINE STRAND

CONDUCTOR TERMINATION DTL

NOT TO SCALEE0.2

TRANSITION

BONDING DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 FLOTATION.

2 WATER LEVEL.

3 DECK.

4 TRANSITION COVER PLATE.

5 TIMBER DOCK STRUCTURE. BONDING

NOT REQUIRED FOR THIS PORTION OF

DOCK STRUCTURE.

7 BOND TO DOCK STRUCTURE, SEE

REFERENCED DETAILS.

8 METAL GANGWAY STRUCTURE.

9 FIXED ENTRY PLATFORM.

10 ROUTE (1) #3/0 AWG 1/C TYPE W COPPER

CONDUCTOR ROUTED FROM GROUND

BUS OF PANELBOARD. BOND TO METAL

GANGWAY STRUCTURE. COORDINATE

WITH GANGWAY STRUCTURE.

11 ROUTE (1) #3/0 AWG 1/C TYPE W COPPER

CONDUCTOR ROUTED FROM GROUND

BUS OF UPLAND SERVICE PANELBOARD.

BOND TO METAL GANGWAY STRUCTURE.

COORDINATE WITH GANGWAY, SITE, AND

STRUCTURAL.

ELECTRICAL NOTES

GENERAL NOTES

A WALL AND CEILING CONSTRUCTION

DETAILS MAY VARY, COORDINATE

OUTLET INSTALLATION REQUIREMENTS

AT EACH LOCATION.

NUMBERED NOTES

1 2-1/2" DEEP BOX, THOMAS & BETTS OR

EQUAL. VERIFY SCREW HOLES OF

COVERPLATE PRIOR TO ORDERING.

2 COORDINATE WITH PLANS AND/OR

OWNER FOR QUANTITY AND SIZE OF

CONDUITS.

3 RECEPTACLE WALL BOX WITH CONDUIT

AS REQUIRED.

4 FINISHED CEILING, COORDINATE WITH

ARCHITECTURAL REFLECTIVE CEILING

PLAN.

5 WALL STUD.

6 COORDINATE THICKNESS OF WALL

COVERING AT EACH BOX LOCATION.

EXTEND BOX FROM STUD TO

ACCOMMODATE THICKNESS OR USE

APPROPRIATE PLASTER RING.

7 COORDINATE POWER, PHONE, DATA,

AND TV COVERPLATES WITH OWNER.

8 DUPLEX RECEPTACLES SHALL BE

BRYANT OR HUBBEL NO. 56252, OR

APPROVED EQUAL, RATED 20 AMP, 125

VOLTS, GROUNDING TYPE AS REQUIRED.

9 CAULK FIRE RATED CEILING AS NEEDED.

10 STUB CONDUIT ABOVE ACCESSIBLE

CEILING 4" OR ROUTE CONDUIT TO

COMMUNICATION PANEL. COORDINATE

WITH ARCHITECT AND OWNER.

11 PULL STRING IN CONDUIT.

12 SCUFF GUARD.

NOT TO SCALEE0.2

POWER/DATA

OUTLET DTL

S T

T E

O F M I CH

I G

A N

E N

S E

PROFESS I ONA L

E N

G I N

E E

GARY D.

LOFTIS

ENGINEER

No.

TRANSFORMER

480V - 120/240V 1Φ

A B G

A B N GSECONDARY

PRIMARY

S P

H1 H2

4 / E0.2

TYP.

1G35

120/240V

PANEL

120V1

EMERGENCY

SHUTOFF

30" MIN

42" MAX

7 5

2' - 0"

1 6 24 5

/6 E0.3

3' - 0"

SIDE VIEW ELEVATION VIEW

TIMBER DOCK

GANGWAY STRUCTURE

FIXED ENTRY PLATFORM

EXIT

5' MAX

4' 6" MIN

R A

S N

O T

E D

M A

F I R E

/5 E0.2

OFTIS

AFFETTAFFETT

1 S JEFFERSON AVE, STE 101

COOKEVILLE, TN 38501

TEL: (931) 526-5143

www.maffett-loftis.com

ENGINEERING, LLC

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

P R

O J E

C T

L E

S H

E E

T T

L E

DATE REVISION

ISSUED FOR: BID

DATE:

PROJ NO.:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING

OR OTHER USE OF THIS DRAWING

WITHOUT WRITTEN CONSENT IS

RESOURCES, LLC.

MLE PROJ NO.:

20-040

L E

G T

O N

S T

A T

E H

A R

B O

E L

E C

T R

L U

P G

R A

D E

S L

E X

T O

M I

NORTH

751/20154.BDWR2

25051

E0.3

04/24/2026

E L E

C T

A L

D E

T A

GDL

LSR

GDL

NOT TO SCALEE0.3

MARINA

TRANSFORMER DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 BOND NEUTRAL TO GROUND AT FIRST

OVERCURRENT PROTECTION DEVICE.

2 RODENT WIRE GUARD.

3 SUPPORT FORM TO RAISE

TRANSFORMER ABOVE ELECTRICAL

DATUM PLANE.

4 SECONDARY TO DISTRIBUTION PANEL.

5 BOND GROUND TO DOCK METAL

STRUCTURE. IF DECK IS NON-METALLIC

(i.e. WOOD OR CONCRETE), THEN THE

BONDING CONDUCTOR SHALL BE

ROUTED BACK TO THE UPLAND

GROUNDING ELECTRODE.

6 ELECTRICAL DATUM PLANE, SEE

REFERENCED DETAIL.

7 LAKE BOTTOM.

8 WATER LEVEL.

9 DECK.

10 NON-COMBUSTIBLE MATERIAL.

11 INSTALL A LISTED GROUNDING TERMINAL

BAR IN TRANSFORMER ENCLOSURE.

NOT TO SCALEE0.3

POWER CABLE

SUPPORT DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 PORTABLE POWER CABLE SHALL BE

INSTALLED WHERE NOT SUBJECT TO

PHYSICAL DAMAGE.

2 FLOATING DOCK ANGLE FRAME OR

OTHER STRUCTURAL MEMBERS.

3 1" SCHEDULE 40 PVC CUT TO SLIDE OVER

DOCK ANGLE FRAME AND/OR

STRUCTURAL SUPPORT TO PROTECT

PORTABLE POWER CABLE ( I.E. TYPE G).

OTHER MEANS SHALL BE ACCEPTABLE

TO PROTECT THE CABLE FROM BEING

DAMAGED BY BEING IN CONTACT WITH

METAL COMPONENTS. IF OTHER MEANS

ARE PURSUED, SHOP DRAWINGS OF THE

INSTALLATION SHALL BE SUBMITTED TO

THE ENGINEER FOR REVIEW.

4 DECK.

5 STRAP PVC OVER SUPPORT USING

UV-RESISTANT ZIP TIES. ORIENT ZIP TIE

SO THAT TIE HEAD WILL AVOID

POTENTIAL CONTACT WITH THE

PORTABLE POWER CABLE, WHICH

WOULD CAUSE PHYSICAL DAMAGE TO

THE CABLE.

6 REBAR USED AS STRUCTURAL SUPPORT.

NOT TO SCALEE0.3

TYPICAL EMERGENCY

SHUTOFF DIAGRAM

ELECTRICAL NOTES

NUMBERED NOTES

1 FIRE EXTINGUISHER PEDESTAL.

2 PERMANENT SIGN MOUNTED ADJACENT

TO E-STOP BUTTON. LETTERS SHALL BE

RED ON WHITE BACKGROUND AND 1"

TALL.

3 E-STOP BUTTONS REFER TO PLANS FOR

LOCATIONS.

4 DECK.

5 120/240V PANEL SHUNT-TRIP MCB. REFER

TO PLANS AND PANEL SCHEDULES FOR

ADDITIONAL INFORMATION.

GENERAL NOTES

A E-STOP BUTTON SHALL BE NEMA 4X,

MUSHROOM STYLE PUSH BUTTON, PUSH

TO CLOSE, PULL TO OPEN.

E-STOP CKT. SCHEDULE

LOCATION PANEL CKT #

DOCK A PA 13

DOCK B PB 26

DOCK C PC 22

ELECTRICAL NOTES

NUMBERED NOTES

1 CONDUITS FOR PRIMARY, SERVICE,

FEEDER, OR BRANCH CIRCUITS AS

REQUIRED. SEE NOTE 2 FOR CONDUIT

DEPTH BASED ON TYPE.

2 DEPTH FOR CONDUITS VARY BY TYPE AS

REQUIRED. FOR CONDUITS CONTAINING

PRIMARY CONDUCTORS, INSTALL AT A

MINIMUM OF 48" BFG. FOR CONDUITS

CONTAINING SERVICE CONDUCTORS,

INSTALL AT A MINIMUM OF 36" BFG. FOR

FEEDER AND BRANCH CIRCUIT

CONDUITS, INSTALL AT A MINIMUM 24"

BFG.

3 COMMUNICATION CONDUITS AS

REQUIRED. SEE NOTE 4 FOR CONDUIT

DEPTH.

4 COMMUNICATIONS CONDUIT SHALL BE

AT A MINIMUM OF 2'-0" BFG, COORDINATE

DEPTH WITH ELECTRICAL. WHERE

PRACTICAL, COMMUNICATIONS

CONDUITS SHALL HAVE A SEPARATION

OF 1'-0" FROM ELECTRICAL CONDUITS.

5 WARNING TAPE.

6 MACHINE COMPACTED GRAVEL FILL FOR

AREAS WHEN CROSSING DRIVEWAYS,

ROADS, AND PARKING LOTS. DIRT FILL

AND COMPACT ALL OTHER AREAS.

7 FINISHED GRADE.

8 MATCH EXISTING SURFACE CONDITIONS.

NOT TO SCALEE0.3

5 DITCH DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 DOCK TRANSITION (HINGE

POINT/FIFTH-WHEEL/GANGWAY/ETC.)

2 PORTABLE POWER CABLE ROUTED

WITHIN DOCK STRUCTURE. SEE

REFERENCED PPC SUPPORT DETAIL.

3 3" PVC SPLIT OVER METAL ANGLE IRON

LEG OR OTHER DOCK STRUCTURE. ZIP

TIE PVC TO DOCK FRAME TO KEEP IN

PLACE.

4 DECK.

5 COVER PLATE.

6 DOCK STRUCTURE.

7 CABLE SHALL MAINTAIN SEPARATION

FROM WATER LINE. COORDINATE SLACK

TO SATISFY REQUIREMENTS FOR FULL

RANGE OF MOVEMENT.

8 WATER LINE.

GENERAL NOTES

A INSTALLATION OF CABLE SHALL BE AS

CLOSE TO CENTER OF DOCK (e.g. HINGE

POINT) AS PRACTICAL AND SHALL BE

INSTALLED SO AS TO NOT ALLOW

PHYSICAL DAMAGE.

B ALL TRANSITION LOCATIONS SHALL

IMPLEMENT WIRING METHODS AS

SHOWN IN THIS DETAIL UNLESS

OTHERWISE NOTED ON PLANS.

NOT TO SCALEE0.3

PORTABLE POWER CABLE

DOCK TRANSITION DTL

NOT TO SCALEE0.3

3 EQUIPMENT MOUNT DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 EQUIPMENT PAD.

2 6" OF GRADE #57 GRAVEL.

3 FINISHED GRADE.

4 ELECTRICAL EQUIPMENT PER PLANS.

5 REINFORCED CONCRETE SLAB. SLAB

SHALL BE REINFORCED WITH 10 GA

6"x6" WELDED WIRE MESH.

6 EQUIPMENT WIDTH VARIES.

7 ANCHOR BOLTS WITHIN CONCRETE PAD

FOR MOUNTING OF ELECTRICAL

EQUIPMENT. COORDINATE BOLT

PATTERN AND SPACING WITH

EQUIPMENT MANUFACTURER.

GENERAL NOTES

A PANEL MOUNTING TO MAINTAIN NEMA

3R LISTING.

B MOUNT PANEL SO THAT HIGHEST

BREAKER IS NOT OVER 6'-0" ABOVE

FINISHED GRADE.

C USE EXPANSION JOINT TO SEPERATE

FROM ANY ADJACENT CONCRETE.

NOT TO SCALEE0.3

PORTABLE POWER CABLE

DOCK TRANSITION DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 DOCK TRANSITION (HINGE

POINT/FIFTH-WHEEL/GANGWAY/ETC.)

2 PORTABLE POWER CABLE ROUTED

WITHIN DOCK STRUCTURE.

3 3" PVC SPLIT OVER METAL ANGLE IRON

LEG. ZIP TIE PVC TO DOCK FRAME TO

KEEP IN PLACE.

4 DECK.

5 COVER PLATE.

6 PVC CONDUIT WITH BELL-END FITTINGS.

7 CABLE SHALL MAINTAIN SEPARATION

FROM WATER LINE. COORDINATE SLACK

TO SATISFY REQUIREMENTS FOR FULL

RANGE OF MOVEMENT.

8 WATER LINE.

9 TYPICAL, STAINLESS STEEL KELLUMS

GRIPS FOR STRAIN RELIEF OF PPC.

GENERAL NOTES

A INSTALLATION OF CABLE SHALL BE AS

CLOSE TO CENTER OF DOCK (e.g. HINGE

POINT) AS PRACTICAL AND SHALL BE

INSTALLED SO AS TO NOT ALLOW

PHYSICAL DAMAGE.

B ALL TRANSITION LOCATIONS SHALL

IMPLEMENT WIRING METHODS AS

SHOWN IN THIS DETAIL UNLESS

OTHERWISE NOTED ON PLANS.

NOT TO SCALEE0.3

8 DEVICE MOUNTING DTL

ELECTRICAL NOTES

GENERAL NOTES

A MOUNTING HEIGHTS OF DEVICE BOXES

MAY BE ADJUSTED IN MASONRY WALLS

TO HAVE TOP OR BOTTOM EDGE OF

DEVICE TO LINE UP WITH A JOINT.

B SEE FLOOR PLANS FOR LOCATION OF

DEVICES.

C FOR REFERENCE ONLY. NOT ALL

DEVICES INCLUDED IN THIS PROJECT.

COORDINATE WITH PLANS.

ELECTRICAL NOTES

NUMBERED NOTES

1 120V RECEPTACLE, TELEVISION OUTLET.

2 CLOCK, COORDINATE WITH

ARCHITECTURAL AND POWER

REQUIREMENTS.

3 EXIT AND/OR EMERGENCY LIGHTING.

4 SIDE APPROACH THERMOSTAT,

COORDINATE WITH MECHANICAL.

5 LIGHT CONTROL DEVICES, SHALL BE

MOUNTED 12" MAX FROM DOOR FRAME

OR DOOR SWING, COORDINATE WITH

PLANS.

6 PULL STATION.

7 120V RECEPTACLES OR PHONE/DATA/TV

OUTLET. REFER TO PLANS FOR

ADJUSTED HEIGHT AFF.

8 FIRE ALARM NOTIFICATION DEVICES

MOUNTED 90" AFF OR BELOW 6" BELOW

CEILING, WHICHEVER IS LOWER.

9 DEVICES ABOVE COUNTERTOPS OR

BACKSPLASHES, LABELED "A" ON PLAN

VIEW.

10 COORDINATE CABINETRY WITH

ARCHITECTURAL.

11 DEVICES UNDER CABINETS, LABELED "U"

ON PLAN VIEW.

12 TYPICAL PANELBOARD.

13 NIGHT LIGHT.

14 NURSE CALL LIGHT.

15 NURSE CALL PULL CORD.

16 CEILING, COORDINATE HEIGHT WITH

ARCHITECTURAL.

17 EQUIPMENT WORKSPACE.

18 HIGHEST BREAKER.

19 CONDUITS STUBBED ABOVE ACCESSIBLE

CEILING OR ROUTE CONDUIT TO

COMMUNICATION PANEL, SEE

REFERENCED DETAIL.

20 BATTERY PACK.

S T

T E

O F M I CH

I G

A N

E N

S E

PROFESS I ONA L

E N

G I N

E E

GARY D.

LOFTIS

ENGINEER

No.

WATER LEVEL

20' - 0" TYP

FUEL DISPENSER

ALL WIRING METHODS IN SHADED

AREA SHALL BE CLASS 1 DIV II

DECK

18"

SUMP

VERTICAL HORIZONTAL

LOW VOLTAGE WIRING

/2 E0.4

S H

O R

E L

SUMP 1

/2 E0.4

3 3

UPLAND FUEL TANKSFUEL PIER

/2 E0.4

PUSH BUTTONS SHALL BE

PUSH TO OPEN, PULL TO

CLOSE AND SHALL BE

PROTECTED BY A PLASTIC

COVER.

ALL CONTACTOR POLES

SHALL BE NORMALLY

OPEN.

ALL BREAKERS

PROTECTING CIRCUITS ON

THE DOCK SHALL BE 30mA

GFPE BREAKERS.

EXISTING FUEL CONTACTOR

PANEL

E-STOP E-STOP E-STOP

GAS

PUMP

DIESEL

PUMP

FUEL DISPENSER

NEW FUEL CONTACTOR PANEL

CONNECT NEW E-STOP CIRCUITRY TO

EXISTING UPLAND CONTACTOR PANEL

OFTIS

AFFETTAFFETT

1 S JEFFERSON AVE, STE 101

COOKEVILLE, TN 38501

TEL: (931) 526-5143

www.maffett-loftis.com

ENGINEERING, LLC

518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

P R

O J E

C T

L E

S H

E E

T T

L E

DATE REVISION

ISSUED FOR: BID

DATE:

PROJ NO.:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING

OR OTHER USE OF THIS DRAWING

WITHOUT WRITTEN CONSENT IS

RESOURCES, LLC.

MLE PROJ NO.:

20-040

L E

G T

O N

S T

A T

E H

A R

B O

E L

E C

T R

L U

P G

R A

D E

S L

E X

T O

M I

NORTH

751/20154.BDWR2

25051

E0.4

04/24/2026

E L

E C

T R

L F

U E

L D

E T

GDL

LSR

GDL

NOT TO SCALEE0.4

CLASSIFIED AREA FOR

FUEL DISPENSER DTL

NOT TO SCALEE0.4

ELECTRICAL

SEAL-OFF DTL

ELECTRICAL NOTES

NUMBERED NOTES

1 CONDUCTORS AS REQUIRED.

2 SEALING COMPOUND THICKNESS SHALL BE

CONDUIT TRADE SIZE OR AT LEAST 5/8" THICK.

3 THREADED PLUG POURING PORT.

4 THREADED SEALING FITTING SHALL HAVE LESS

THAN 25% CONDUCTOR FILL. SHALL BE THE

FIRST FITTING WITHIN 10' FROM THE GROUND.

5 FIBER FILLING SHALL PACK AROUND

CONDUCTORS.

6 RIGID METAL CONDUIT.

7 THREADED INSPECTION PLUG.

NOT TO SCALEE0.4

FUEL SYSTEM

MONITORING AND

POWER DIAGRAM

ELECTRICAL NOTES

NUMBERED NOTES

1 DUAL-SIDED POINT OF SALE GASOLINE

OR DIESEL FUEL DISPENSER WITH CARD

READER. ALL WIRING METHODS TO MEET

CLASS I DIVISION II REQUIREMENTS.

2 SUMP UNDER FUEL DISPENSER FOR

LEA…

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