Plans Set_2 of 7_17282_2026.pdf

PDF 5 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 Lexington Harbor-Marina Redevelopment project (751/17282) in Michigan, specifically the second set of seven architectural and engineering plans. The plans set provides detailed design specifications and technical drawings for the harbor-marina redevelopment initiative. The document contains comprehensive construction and site development plans necessary for project execution and contractor bidding purposes. The plans establish the physical scope and design parameters for the redevelopment project, including site layout, infrastructure improvements, and facility specifications required for the harbor and marina facilities.

The plans set serves as a critical reference document for prospective bidders and contractors to understand the full scope of work, design intent, and technical requirements for the Lexington Harbor-Marina Redevelopment project. This document is essential for cost estimation, scheduling, and method statement development during the bidding process, and will govern construction execution once a contract is awarded.

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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
C2 00200 Information for Bidders Attachments P1_17282_2026.pdf	PDF	Jun 4, 2026
Plans Set_7 of 7_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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CONTROL POINT TABLE

POINT #

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP12

CP13

NORTHING

649844.6485

649844.9011

649887.5917

649893.9480

650021.5989

650044.5078

650013.3018

650119.0428

650093.3998

650157.8916

650174.6458

650250.4600

650223.0703

EASTING

13613669.2581

13613744.4242

13614096.3013

13613671.8198

13613662.8787

13613660.7729

13614073.9631

13614066.5567

13613700.4537

13613690.9242

13614044.6180

13614039.3078

13613648.2658

DESCRIPTION

CENTERLINE OF GANGWAY PLATFORM A

SW. CORNER OF DOCK A

NE. CORNER OF DOCK A

NW. CORNER OF DOCK A

CENTERLINE OF GANGWAY PLATFORM B

SW. CORNER OF DOCK B

SE. CORNER OF DOCK B

NE. CORNER OF DOCK B

NW. CORNER OF DOCK B

SW. CORNER OF DOCK C

SE. CORNER OF DOCK C

NE. CORNER OF DOCK C

NW. CORNER OF DOCK C

2 58

L L L L

LLLLLL

L L

L L L L L

LLL L

NORTH

60'30'0

SCALE: 1" = (AT 24"x36")

P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\CM-1.XX.DWG

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

B & C DOCK SITE PLAN ENLARGEMENT - SEE CM-4.02

A DOCK & SERVICE PIER SITE PLAN ENLARGEMENTS - SEE CM-4.03

-4 .01

P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\CM-1.XX.DWG

30'

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

LAKE HURONEXISTING USACE STONE BREAKWATER

STRUCTURE & CONCRETE PATHWAY

APPROXIMATE EDGE OF WATER

EXISTING FLOATING DOCK SYSTEM (N.I.C.)

EXISTING MDNR

BOATER SERVICE

BUILDING

HURON AVENUE

EXISTING

TRAFFIC CIRCLE

EXISTING BUILDING

EXISTING

BUILDING

EXISTING SITE

PARKING LOT

EXISTING

PAVILION

EXISTING

RESTROOM

BUILDING

CP3

CP2

CP4

CP6

CP7

CP8CP9

CP10

CP11

C12

CP13

FLOATING DOCK SYSTEMS ''B'' & ''C'' W/ SPUD PILE

ANCHORAGE (SEE SPUD PILE ANCHORAGE TABLE)

FLOATING DOCK SYSTEM ''A'' W/ SPUD PILE

ANCHORAGE (SEE SPUD PILE ANCHORAGE TABLE)

12'-6'' x 21' SERVICE PIER BUILDING (SEE A-1.00)

8' x 80' GANGWAY RAMP

6' x 60' GANGWAY RAMP

GANGWAY SUPPORT PLATFORM B

GANGWAY SUPPORT PLATFORM A

ESTIMATED DOCK AREAS

DOCK A 6,591 SF

DOCK B 8,442 SF

DOCK C 7,064 SF

TOTAL 22,097 SF

SPUD PILE ANCHORAGE REQUIREMENTS

DOCK A 35 PILES

DOCK B 50 PILES

DOCK C 28 PILES

TOTAL 113 PILES (MIN.)

B DOCK

C DOCK

A DOCK SERVICE PIER

APPROXIMATE PROPERTY LINES, TYP.

LEXINGTON

HARBOR

MARINA SLIP SUMMARY

30' 28

33' 1

38' 38

38' (ADA) 2

45' 15

45' (ADA) 2

55' 1

60' 9

BROADSIDE 6

BROADSIDE (ADA) 1

TOTAL 103

VILLAGE OF LEXINGTON

TIERNEY PARK

C DOCK

B DOCK

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER

RESOURCES 7/30/2023 (NAVD88).

2. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

3. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID,

SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

4. VERTICAL DATUM IS NAVD88.

5. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS

SURVEYING, LLC ON 11/20/2024.

6. CONTRACTOR TO VERIFY LIMITS OF EXISTING

CONCRETE SIDEWALK, DIMENSIONS VARY.

7. ALL LONGITUDINAL AND SIDE SLOPES ON GANGWAYS,

DOCKS, AND CONCRETE WALKWAYS SHALL NOT

EXCEED 5% AND 2% RESPECTIVELY.

CP1

CP5

H U

R O

N A

, L

N , M

I 4

A R

N S

H A

R B

O R

CM-1.01

18-036

4/24/2026

BID

751/17282 BDW

L L

EJ EJ

EJ EJ EJ

CONTROL POINT TABLE

POINT #

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP12

CP13

NORTHING

649844.6485

649844.9011

649887.5917

649893.9480

650021.5989

650044.5078

650013.3018

650119.0428

650093.3998

650157.8916

650174.6458

650250.4600

650223.0703

EASTING

13613669.2581

13613744.4242

13614096.3013

13613671.8198

13613662.8787

13613660.7729

13614073.9631

13614066.5567

13613700.4537

13613690.9242

13614044.6180

13614039.3078

13613648.2658

DESCRIPTION

CENTERLINE OF GANGWAY PLATFORM A

SW. CORNER OF DOCK A

NE. CORNER OF DOCK A

NW. CORNER OF DOCK A

CENTERLINE OF GANGWAY PLATFORM B

SW. CORNER OF DOCK B

SE. CORNER OF DOCK B

NE. CORNER OF DOCK B

NW. CORNER OF DOCK B

SW. CORNER OF DOCK C

SE. CORNER OF DOCK C

NE. CORNER OF DOCK C

NW. CORNER OF DOCK C

NORTH

20'10'0

SCALE: 1" = (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

10'

B & C DOCKS - SEE CM-4.02

A DOCK - SEE CM-4.03

EXISTING MDNR BOATER SERVICE BUILDING

EXISTING

BUILDING

EXISTING CONCRETE SIDEWALK, TYP.

BENCHES & CONCRETE PADS

(100 SF TOTAL)

EXISTING

FUEL TANKS

EXISTING TIMBER

BOARDWALK

APPROXIMATE EDGE OF WATER

8' x 80' GANGWAY

7'-3"

'-0

7'-10"

90'-4"

168'-0"

8'- 0''

GANGWAY ACCESS

PLATFORM BCM-5.01

GANGWAY ACCESS

PLATFORM ACM-5.04

CP4

CP6

CP9

CM-5.09

6' x 60' GANGWAY

RAMP B CM-5.09

8' x 80' GANGWAY

RAMP (A)CM-5.09

CM-5.06

1 SSP MOUNTED

ACCESS LADDERCM-5.10

5 & 6

34'-4"

8'-0''

TOE KICK EDGE

PROTECTION C-5.02

1 & 3

CONCRETE WALK

REPLACEMENT (900 SF)

CONCRETE PROMENADE REPLACEMENT (2,185 SF) TYP. CONC. CONTROL JOINTTYP. CONC. EXPANSION JOINT

EXISTING UTILITY TRANSFORMER.

& CONCRETE PAD BENEATH

'-4

5'-0"

6'-10"

31'-11"

R10' -0"

3'-

8'-0"

3'-

1 2"

CONCRETE WALK REPLACEMENT

& MARINA UTILITY PENETRATIONS,

TYP. (APPROX. 675 SF TOTAL)

R10'-0"

27'-4"

7'- 2"

38'-4"

'-1

9'-10"

R18 '-0"

UTILITY TRANSFORMER & CONC. PAD BENEATH

(SEE ELEC. SHEETS)

RPZ BACKFLOW PREVENTER &

ENCLOSURE STRUCTURE (SEE U-4.01)

TYPICAL LITTER RECEPTACLE WITH CONC.

PAD BENEATH - 2 TOTAL (10 SF TOTAL)

CP2

'-0

R68'-6"

1'-0"

R3'-6"

5'- 7"

1'-0" TYP.

EXISTING FUEL TRANSITION SUMP &

CONC. APRON (SEE FUEL SHEETS)

TYPICAL LIGHTING BOLLARD WITH CONC. PAD

BENEATH - 4 TOTAL (SEE ELEC. SHEETS)

EXISTING OVERHEAD LIGHT

APPROXIMATE PROPERTY LINES, TYP.

LEXINGTON

HARBOR

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER RESOURCES 7/30/2023 (NAVD88).

2. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

3. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID, SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

4. VERTICAL DATUM IS NAVD88.

5. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS SURVEYING, LLC ON 11/20/2024.

6. CONTRACTOR TO VERIFY LIMITS OF EXISTING CONCRETE SIDEWALK, DIMENSIONS VARY.

7. ALL LONGITUDINAL AND SIDE SLOPES ON GANGWAYS, DOCKS, AND CONCRETE WALKWAYS SHALL

NOT EXCEED 5% AND 2% RESPECTIVELY.

R12 '-0

R20'-0"

7'-5"

8'-0"3'-0" 10'-0" 2'-0"

CP1

CP5

MDP PANEL & CONC. PAD

BENEATH (SEE ELEC. SHEETS)

6'-10"

E W

O R

H U

R O

N A

, L

N , M

I 4

A R

N S

H A

R B

O R

CM-4.01

18-036

4/24/2026

L L L L

LLLLLL

L L

L L L L L

CONTROL POINT TABLE

POINT #

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP12

CP13

NORTHING

649844.6485

649844.9011

649887.5917

649893.9480

650021.5989

650044.5078

650013.3018

650119.0428

650093.3998

650157.8916

650174.6458

650250.4600

650223.0703

EASTING

13613669.2581

13613744.4242

13614096.3013

13613671.8198

13613662.8787

13613660.7729

13614073.9631

13614066.5567

13613700.4537

13613690.9242

13614044.6180

13614039.3078

13613648.2658

DESCRIPTION

CENTERLINE OF GANGWAY PLATFORM A

SW. CORNER OF DOCK A

NE. CORNER OF DOCK A

NW. CORNER OF DOCK A

CENTERLINE OF GANGWAY PLATFORM B

SW. CORNER OF DOCK B

SE. CORNER OF DOCK B

NE. CORNER OF DOCK B

NW. CORNER OF DOCK B

SW. CORNER OF DOCK C

SE. CORNER OF DOCK C

NE. CORNER OF DOCK C

NW. CORNER OF DOCK C

NORTH

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

1 SCALE: 1"=20'

B & C DOCK SITE PLAN ENLARGEMENT

CP6

CP9 CP8

CP7

CP10

CP11

CP12CP13

'-0

9'-

'-0

8'-0"

34'-0"

30'-0" TYP. 36'-0"

30'-0" TYP.

8'- 0"

4'-0" TYP.

8'-0"

C1 0 -

C1 1 -

C1 2 -

C1 3 -

C1 4 -

C1 5 -

C1 6 -

C1 7 -

C1 8 -

C1 9 -

C2 0 -

C2 1 -

C2 4 -

C2 5 -

C2 6 -

C2 7 -

C2 8 -

C2 9 -

C3 0 -

C3 1 -

C3 2 -

C3 3 -

C3 4 -

C3 5 -

C3 6 -

C3 7 -

C3 8 -

C3 9 -

C4 0 -

C4 1 -

C4 2 -

B1 0 -

B1 1 -

B1 2 -

B1 3 -

B1 4 -

B1 5 -

B1 6 -

B1 7 -

B1 8 -

B2 0 -

B1 9 -

B2 2 -

B2 1 -

B2 4 -

B2 3 -

B2 6 -

B2 5 -

B2 8 -

B2 7 -

B3 0 -

B2 9 -

B3 2 -

B3 1 -

B3 4 -

B3 3 -

B3 6 -

B3 5 -

B3 8 -

B3 7 -

CM-5.07

APPROX. FLOATING DOCK JOINT, TYP.

(JOINT LOCATIONS VARY)

TYP. ACCESS

LADDERCM-5.10

UPLAND SITE PLAN - SEE CM-4.01

CM-5.07

B DOCK

C DOCK

392'-0"

410'-0"

6'-

8'- 0"

8'-0"

4'-0" TYP.

35'-0" TYP.

43'-0"

46'-0" TYP.

4'-0" TYP.

5'-0" TYP.42'-6"39'-0" TYP.

22'-6"

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

APPROXIMATE EDGE OF WATER

C2 3 -

C2 2 -

C4 3 -

C4 4 -

B3 9 -

FLOATING DOCK SYSTEMS ''B'' & ''C'' W/ SPUD PILE ANCHORAGE

(SEE SPUD PILE ANCHORAGE TABLE & DTL 1 - CM-5.10)

TYP. 6x6 TIMBER FENDERS & MOORING CLEATS

(SEE TYPICAL FLOATING DOCK LAYOUT DETAILS)

TYP. MARINA PEDESTAL

(SEE MARINA ELECTRICAL SHEETS)

SUBSTATION AREA B

21'-3"5'-

SUBSTATION

AREA C 17'-6" 5'-

TYP. END WALL

SIGNAGE DTL.CM-5.10

TYP. SLIP

SIGNAGE DTL.CM-5.09

TYP. MOORING

CLEATSCM-5.09

4 & 5

6' x 60' GANGWAY

RAMP B

CM-5.09

GANGWAY

PLATFORM B CM-5.01

40'20'0

SCALE: 1" = (AT 24"x36")20'

APPROXIMATE PROPERTY LINES, TYP.

LEXINGTON

HARBOR

ESTIMATED DOCK AREAS

DOCK A 6,591 SF

DOCK B 8,442 SF

DOCK C 7,064 SF

TOTAL 22,097 SF

SPUD PILE ANCHORAGE REQUIREMENTS

DOCK A 35 PILES

DOCK B 50 PILES

DOCK C 28 PILES

TOTAL 113 PILES (MIN.)

MARINA SLIP SUMMARY

30' 28

33' 1

38' 38

38' (ADA) 2

45' 15

45' (ADA) 2

55' 1

60' 9

BROADSIDE 6

BROADSIDE (ADA) 1

TOTAL 103

C DOCK

B DOCK

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER

RESOURCES 7/30/2023 (NAVD88).

2. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

3. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID,

SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

4. VERTICAL DATUM IS NAVD88.

5. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS

SURVEYING, LLC ON 11/20/2024.

6. CONTRACTOR TO VERIFY LIMITS OF EXISTING

CONCRETE SIDEWALK, DIMENSIONS VARY.

7. ALL LONGITUDINAL AND SIDE SLOPES ON GANGWAYS,

DOCKS, AND CONCRETE WALKWAYS SHALL NOT

EXCEED 5% AND 2% RESPECTIVELY.

35'-0" TYP.35'-0"

'-0

CP5

CM-5.09

D O

C K

C S

E N

H U

R O

N A

, L

N , M

I 4

A R

N S

H A

R B

O R

CM-4.02

18-036

4/24/2026

LLL L

CONTROL POINT TABLE

POINT #

CP1

CP2

CP3

CP4

CP5

CP6

CP7

CP8

CP9

CP10

CP11

CP12

CP13

NORTHING

649844.6485

649844.9011

649887.5917

649893.9480

650021.5989

650044.5078

650013.3018

650119.0428

650093.3998

650157.8916

650174.6458

650250.4600

650223.0703

EASTING

13613669.2581

13613744.4242

13614096.3013

13613671.8198

13613662.8787

13613660.7729

13614073.9631

13614066.5567

13613700.4537

13613690.9242

13614044.6180

13614039.3078

13613648.2658

DESCRIPTION

CENTERLINE OF GANGWAY PLATFORM A

SW. CORNER OF DOCK A

NE. CORNER OF DOCK A

NW. CORNER OF DOCK A

CENTERLINE OF GANGWAY PLATFORM B

SW. CORNER OF DOCK B

SE. CORNER OF DOCK B

NE. CORNER OF DOCK B

NW. CORNER OF DOCK B

SW. CORNER OF DOCK C

SE. CORNER OF DOCK C

NE. CORNER OF DOCK C

NW. CORNER OF DOCK C

NORTH

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

SCALE: AS SHOWN (AT 24"x36")

1 SCALE: 1"=20'

A DOCK OVERALL SITE PLAN ENLARGEMENT

2 SCALE: 1"=10'

A DOCK SERVICE PIER SITE PLAN ENLARGEMENT

CP3

CP4

A3 - BS - ADA A4 - BS A7 - BS

A9 - 45'

A10 - 45'

A11 - 45'

A12 - 45'

A13 - 45' - ADA

A14 - 45' - ADA

A15 - 45'

A16 - 45'

A17 - 45'

A18 - 38'

A19 - 38' - ADA

A20 - 38' - ADA

A21 - 38'

354'-0"

147'-6"

'-0

69'-0"

35'-0" TYP. 39'-0" TYP. 19'-6"

6'- 0"

'-0

8'- 0"

APPROX. FLOATING DOCK JOINT, TYP.

(JOINT LOCATIONS VARY)UPLAND SITE PLAN - SEE CM-4.01

A DOCK

CM-5.07

TYP. ACCESS

LADDERCM-5.10

CM-5.07

EXISTING FLOATING DOCK SYSTEM (N.I.C.)

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

A DOCKS SERVICE PIER ENLARGEMENT - SEE ENLARGEMENT 2 ON CM-4.03

8'-0"

12'-6'' x 21' SERVICE PIER

BUILDING (SEE A-1.00)

147'-6''

'-0

12'-6'' x 21' SERVICE PIER

BUILDING (SEE A-1.00)

8'- 0''

'-0

8'-0''

CM-5.07

19'-6''

CM-5.07

39'-0"

A9 - 45'

A10 - 45'

A11 - 45'

A12 - 45' APPROXIMATE USACE FEDERAL

NAVIGATION CHANNEL BOUNDARY

A DOCK

SERVICE PIER

5'-0"

4'-0" TYP.

SERVICE

PIER

FLOATING DOCK SYSTEM ''A'' W/ SPUD PILE ANCHORAGE

(SEE SPUD PILE ANCHORAGE TABLE & DTL 1 - CM-5.10)

FLOATING DOCK SYSTEM ''A'' W/ SPUD PILE ANCHORAGE

(SEE SPUD PILE ANCHORAGE TABLE & DTL 1 - CM-5.10)

5'-0"

TYP. 6x6 TIMBER FENDERS (SEE TYPICAL FLOATING DOCK LAYOUT DETAILS)

TYP. MARINA PEDESTAL

(SEE MARINA ELECTRICAL SHEETS)

TYP. MOORING CLEATS

(SEE TYPICAL FLOATING DOCK LAYOUT DETAILS)

TYP. 6x6 TIMBER FENDERS & MOORING CLEATS

(SEE TYPICAL FLOATING DOCK LAYOUT DETAILS)

ACCESS LADDER

DETAILCM-5.10

TYP. END WALL

SIGNAGE DTL.CM-5.10

TYP. SLIP

SIGNAGE DTL.CM-5.10

TYP. MOORING

CLEATSCM-5.09

4 & 5

TYP. MOORING

CLEATSCM-5.09

4 & 5

8' x 80' GANGWAY

RAMP ACM-5.09

CM-5.09

GANGWAY

PLATFORM A CM-5.04

REMOVE CLEAT TO ALLOW

FOR 6' MIN. CLEARANCE

FOR ADA ACCESS

CP2

APPROXIMATE PROPERTY LINES, TYP.

LEXINGTON

HARBOR

LEXINGTON

HARBOR

ESTIMATED DOCK AREAS

DOCK A 6,591 SF

DOCK B 8,442 SF

DOCK C 7,064 SF

TOTAL 22,097 SF

SPUD PILE ANCHORAGE REQUIREMENTS

DOCK A 35 PILES

DOCK B 50 PILES

DOCK C 28 PILES

TOTAL 113 PILES (MIN.)

MARINA SLIP SUMMARY

30' 28

33' 1

38' 38

38' (ADA) 2

45' 15

45' (ADA) 2

55' 1

60' 9

BROADSIDE 6

BROADSIDE (ADA) 1

TOTAL 103

A6 - BS

A5 - BSA2 - BSA1 - BS

A3 - BS - ADA A4 - BS A5 - BS A6 - BS A7 - BS

CP1

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER

RESOURCES 7/30/2023 (NAVD88).

2. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

3. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID,

SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

4. VERTICAL DATUM IS NAVD88.

5. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS

SURVEYING, LLC ON 11/20/2024.

6. CONTRACTOR TO VERIFY LIMITS OF EXISTING

CONCRETE SIDEWALK, DIMENSIONS VARY.

7. ALL LONGITUDINAL AND SIDE SLOPES ON GANGWAYS,

DOCKS, AND CONCRETE WALKWAYS SHALL NOT

EXCEED 5% AND 2% RESPECTIVELY.

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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

B DOCK

C DOCK

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

A DOCK

ICE SUPPRESSION PLAN NOTES:

1. ALL DEICERS TO INCLUDE 100' CORD LENGTHS & 15A PLUGS.

2. INDUSTRIAL MOUNTS TO BE FURNISHED WITH 1.5" X 6" GALVANIZED PIPE WITH THREADED ENDS AND A PIPE CAP

3. BID TO INCLUDE ADDITIONAL TWO (2) SPARE KASCO 4400D DEICERS AND TWO (2) SPARE INDUSTRIAL MOUNTS WITH PIPES

KASCO 4400D DEICER, TYP. (50 TOTAL + SPARES)

KASCO 4400D DEICER

WITH INDUSTRIAL MOUNT, TYP. (12 TOTAL + SPARES) 40'20'0

SCALE: 1" = (AT 24"x36")20'

LEXINGTON

HARBOR

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EJ EJ

EJ EJ EJ

NORTH

20'10'0

SCALE: 1" = (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

10'

B & C DOCKS - SEE CM-4.02

A DOCK - SEE CM-4.03

EXISTING MDNR BOATER SERVICE BUILDING

EXISTING

BUILDING

EXISTING TIMBER

BOARDWALK

APPROXIMATE EDGE OF WATER

C-5.03

1TYPICAL BENCH &

CONC. PAD BENEATH

7'-10"

90'-4"

7'-3"

34'-4" CONCRETE WALK

REPLACEMENT (900 SF)

TYP. CONC. CONTROL JOINTCONCRETE WALK REPLACEMENT & MARINA UTILITY

PENETRATIONS, TYP. (APPROX. 675 SF TOTAL)CONCRETE PROMENADE REPLACEMENT (2,185 SF) TYP. CONC. EXPANSION JOINT

'-4

R10'-0"

38'-4"

TYPICAL LITTER RECEPTACLE WITH

CONC. PAD BENEATH - 2 TOTAL C-5.02

8'-0''

7'- 2"

'-0

R68'-6"

1'-0"

R3'-6"

5'- 7"

9'-10"

R18 '-0"

1'-0" TYP.

TYPICAL LIGHTING BOLLARD WITH CONCRETE

PAD BENEATH - 4 TOTAL (SEE ELEC. SHEETS)

REPLACEMENT MARINA

ENTRANCE SIGN

(CONFIRM W/ ENGINEER)

PLANTING AREA

(510 SF) PLANTING AREA

(600 SF)

EXISTING OVERHEAD LIGHT

APPROXIMATE PROPERTY LINES, TYP.

LEXINGTON

HARBOR

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER

RESOURCES 7/30/2023 (NAVD88).

2. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

3. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID,

SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

4. VERTICAL DATUM IS NAVD88.

5. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS

SURVEYING, LLC ON 11/20/2024.

6. CONTRACTOR TO VERIFY LIMITS OF EXISTING

CONCRETE SIDEWALK, DIMENSIONS VARY.

168'-0"8'-0" 3'-0"

10'-0" 2'-0"

'-0

5'-0"

6'-10"

R12 '-0

R20'-0"

7'-5"

PLANTING

AREA

(450 SF)

31'-11"

R10' -0"

3'-

8'-0"

3'-

1 2"

27'-4"

8'- 0''

'-1

RESTORATION

AREA (920 SF)

RESTORATION

AREA (400 SF)

PLANTING KEY

PURPLE LOVEGRASS (ERAGROTIS SPECTABILIS)

AT 24'' O.C. SPACING (#1 POT SIZE)

RESTORE DISTURBED AREAS

WITH TOPSOIL & SEED

6'-

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W W

SS SS SS SS

W W

W W W W W W W W W

W W

ST ST ST ST ST ST

STSTSTSTSTSTSTSTSTST

ST ST ST ST ST ST ST ST ST

SS SS

W W

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

2 58

S SS SS SS

W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W W W W W W W W W W W W W W W

W W

W WH

W W

W W W W W W W W W W W W

W W W W W W W W W W W W W W W W W W H

W H

FP FP FP FP FP FP FP FP FP FP FP

FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP

FP FP FP FP FP FP FP FP FP FP FP FP

HHH

H HH

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NORTH

60'30'0

SCALE: 1" = (AT 24"x36")

P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\U-1.XX.DWG

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

B & C DOCK UTILITY PLAN ENLARGEMENT - SEE U-4.02

A DOCK UTILITY PLAN ENLARGEMENTS - SEE U-4.03

U- 4.0

P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\U-1.XX.DWG

30'

LAKE HURONEXISTING USACE STONE BREAKWATER

STRUCTURE & CONCRETE PATHWAY

APPROXIMATE EDGE OF WATER

EXISTING FLOATING DOCK SYSTEM (N.I.C.)

EXISTING MDNR

BOATER SERVICE

BUILDING

HURON AVENUE

EXISTING

TRAFFIC CIRCLE

EXISTING BUILDING

EXISTING

BUILDING

EXISTING

PAVILION

EXISTING

RESTROOM

BUILDING

EXISTING FUEL TANKS

EXISTING 2'' WATER MAIN

EXISTING STORMWATER LINE

EXISTING COMMUNICATIONS LINE

EXISTING SANITARY LINE

EXISTING SANITARY MANHOLE

UTILITY LEGEND:

EXISTING WATER LINE

EXISTING SANITARY LINE

EXISTING COMMUNICATIONS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING STORM SEWER LINE

NEW FIRE PROTECTION LINE

NEW WATER LINE

NEW SANITARY LINE

SSSS

PLUMBING NOTES:

1. ALL PLUMBING MATERIALS SHALL BE COMPLIANT WITH MICHIGAN PLUMBING CODE

2. POTABLE WATER & DRY FIRE MAINS SHALL BE SCH.40 GALVANIZED PIPE WITH GROOVED FITTINGS

3. POTABLE BRANCH LINES SHALL BE PEX-A AND BE PROTECTED FROM UV EXPOSURE.

4. FLEXIBLE POTABLE WATER LINES SHALL BE BRAIDED STAINLESS STEEL CONNECTORS, MEET NSF 61, RATED

FOR USE IN POTABLE WATER SYSTEMS WITH FITTINGS TO MATCH ADJACENT PIPE.

5. ALL UTILITY PEDESTALS SHALL BE SEPARATED FROM THE MAIN WITH INDIVIDUAL VALVES. ALL VALVES SHALL

BE BALL TYPE, MEET NSF 61 AND BE PER TABLE 605.7.

6. CONTRACTOR RESPONSIBLE FOR DISINFECTION AND BACTERIOLOGICAL TESTING PER CODE REQUIREMENTS

PRIOR TO USE AND FINAL ACCEPTANCE.

7. CONTRACTOR RESPONSIBLE FOR PRESSURE TESTING ALL DRY FIRE SYSTEMS PRIOR TO FINAL ACCEPTANCE.

8. ALL PLUMBING SYSTEMS TO INCLUDE ACCESSIBLE SEASON DRAINS AT THE DOWNSTREAM ENDS OF THE

SYSTEM.

9. ALL HOSE BIBS TO INCLUDE VACUUM BREAKERS PER SPECIFICATIONS

10. SEE ELECTRICAL PLANS FOR FIRE PEDESTAL LOCATIONS.

11. FUEL, COMMUNICATIONS, & ELECTRICAL LINES & EQUIPMENT NOT SHOWN OR NOT SHOWN FULLY WITHIN

UTILITY PLAN (SEE FUEL AND ELECTRIC SHEETS).

APPROXIMATE PROPERTY LINES, TYP.

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

LEXINGTON

HARBOR

VILLAGE OF LEXINGTON

TIERNEY PARK

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AutoCAD SHX Text

ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST

STSS

W W

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W

W W W W W W W W W W W W W W W W W W W W W W W W W

W W

WWWWWWWWWW

W W

WWWWW WWWW

W W

FP FP FP FP FP FP

FPFPFPFPFP

NORTH

20'10'0

SCALE: 1" = (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

10'

B & C DOCKS SEE U-4.02

A DOCK - SEE U-4.03

EXISTING MDNR BOATER SERVICE BUILDING

EXISTING

BUILDING

EXISTING

FUEL TANKS

EXISTING UTILITY TRANSFORMER &

CONCRETE PAD BENEATH

APPROXIMATE EDGE OF WATER

UTILITY LEGEND:

EXISTING WATER LINE

EXISTING SANITARY LINE

EXISTING COMMUNICATIONS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING STORM SEWER LINE

NEW FIRE PROTECTION LINE

NEW WATER LINE

NEW SANITARY LINE

SSSS

EXISTING 2'' WATER MAIN

EXISTING COMMUNICATIONS LINE

EXISTING SANITARY MANHOLE

EXISTING STORMWATER LINE

FLEXIBLE CONNECTION & GANGWAY

CONN. PLATFORMS (TYP.)

2'' HDPE SANITARY FORCEMAIN45 DEGREE FITTINGS (TYP.)

2-1/2'' VALVE (SEE DTL 8 ON C-5.02)

2-12'' x 2-12'' WATER SERVICE TEE

2-1/2'' HDPE WATER SERVICE

3'' TO 2-12'' WATER SERVICE REDUCER

2-12'' HDPE WATER SERVICE

2-1/2'' VALVE (SEE DTL 8 ON C-5.02)

EXISTING FUEL TRANSITION SUMP &

CONC. APRON (SEE FUEL SHEETS)

UTILITY TRANSFORMER & CONC. PAD

BENEATH (SEE ELEC. SHEETS)

C-5.01

5RPZ BACKFLOW PREVENTER

& ENCLOSURE STRUCTURE

REMOVE AND REPLACE EXISTING DETERIORATED SEASONAL 3'' WATER LINE HUB FITTING. CHIP

AWAY EXISTING CONCRETE FOOTING AS NEEDED FOR REMOVAL. RESTORE CONCRETE FOOTING

POST REPLACEMENT. ALL WORK TO BE PER MICHIGAN PLUMBING CODE. CONFIRM WITH ENGINEER.

TYPICAL LIGHTING BOLLARD WITH CONCRETE

PAD BENEATH - 4 TOTAL (SEE ELEC. SHEETS)

3'' HDPE WATER SERVICE

2-12'' HDPE WATER SERVICE

EXISTING OVERHEAD LIGHT

APPROXIMATE PROPERTY LINES (TYP.)

LEXINGTON

HARBOR

PLUMBING NOTES:

1. ALL PLUMBING MATERIALS SHALL BE COMPLIANT WITH MICHIGAN PLUMBING CODE

2. POTABLE WATER & DRY FIRE MAINS SHALL BE SCH.40 GALVANIZED PIPE WITH GROOVED FITTINGS

3. POTABLE BRANCH LINES SHALL BE PEX-A AND BE PROTECTED FROM UV EXPOSURE.

4. FLEXIBLE POTABLE WATER LINES SHALL BE BRAIDED STAINLESS STEEL CONNECTORS, MEET NSF 61, RATED FOR USE IN POTABLE WATER SYSTEMS WITH FITTINGS

TO MATCH ADJACENT PIPE.

5. ALL UTILITY PEDESTALS SHALL BE SEPARATED FROM THE MAIN WITH INDIVIDUAL VALVES. ALL VALVES SHALL BE BALL TYPE, MEET NSF 61 AND BE PER TABLE 605.7.

6. CONTRACTOR RESPONSIBLE FOR DISINFECTION AND BACTERIOLOGICAL TESTING PER CODE REQUIREMENTS PRIOR TO USE AND FINAL ACCEPTANCE.

7. CONTRACTOR RESPONSIBLE FOR PRESSURE TESTING ALL DRY FIRE SYSTEMS PRIOR TO FINAL ACCEPTANCE.

8. ALL PLUMBING SYSTEMS TO INCLUDE ACCESSIBLE SEASON DRAINS AT THE DOWNSTREAM ENDS OF THE SYSTEM.

9. ALL HOSE BIBS TO INCLUDE VACUUM BREAKERS PER SPECIFICATIONS

10. SEE ELECTRICAL PLANS FOR FIRE PEDESTAL LOCATIONS.

11. FUEL, COMMUNICATIONS, & ELECTRICAL LINES & EQUIPMENT NOT SHOWN OR NOT SHOWN FULLY WITHIN UTILITY PLAN (SEE FUEL AND ELECTRIC SHEETS).

C-5.02

9CONNECT TO EXISTING SANITARY

MANHOLE STRUCTURE

SANITARY CLEANOUT

MDP PANEL & CONC. PAD

BENEATH (SEE ELEC. SHEETS)

SEE ELECTRICAL SHEETS FOR REQUIRED

ELECTRICAL, PHONE, & DATA CONDUIT LOCATIONS

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AutoCAD SHX Text

SS SS SS SS

W W W

W W

W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W H

W H

FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP

FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP

HHH

H HH

C O

NORTH

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

1 SCALE: 1"=20'

B & C DOCK UTILITY PLAN ENLARGEMENT

UPLAND UTILITY PLAN ENLARGEMENT - SEE CM-4.01

MARINA UTILITY PEDESTAL - SEE ELECTRICAL

DRAWINGS FOR PEDESTAL PLAN (TYP.) CM-5.06

DRY FIRE INLET (TYP.) CM-5.08

2.5'' DRY FIRE HOSE

CONNECTION (TYP.)

MARINA PLUMBING

DETAIL (TYP.)

CM-5.08

UTILITY LEGEND:

EXISTING WATER LINE

EXISTING SANITARY LINE

EXISTING COMMUNICATIONS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING STORM SEWER LINE

NEW FIRE PROTECTION LINE

NEW WATER LINE

NEW SANITARY LINE

SSSS

40'20'0

SCALE: 1" = (AT 24"x36")20'

PLUMBING NOTES:

1. ALL PLUMBING MATERIALS SHALL BE COMPLIANT WITH MICHIGAN PLUMBING CODE

2. POTABLE WATER & DRY FIRE MAINS SHALL BE SCH.40 GALVANIZED PIPE WITH GROOVED FITTINGS

3. POTABLE BRANCH LINES SHALL BE PEX-A AND BE PROTECTED FROM UV EXPOSURE.

4. FLEXIBLE POTABLE WATER LINES SHALL BE BRAIDED STAINLESS STEEL CONNECTORS, MEET NSF 61, RATED FOR USE IN POTABLE WATER SYSTEMS WITH FITTINGS

TO MATCH ADJACENT PIPE.

5. ALL UTILITY PEDESTALS SHALL BE SEPARATED FROM THE MAIN WITH INDIVIDUAL VALVES. ALL VALVES SHALL BE BALL TYPE, MEET NSF 61 AND BE PER TABLE 605.7.

6. CONTRACTOR RESPONSIBLE FOR DISINFECTION AND BACTERIOLOGICAL TESTING PER CODE REQUIREMENTS PRIOR TO USE AND FINAL ACCEPTANCE.

7. CONTRACTOR RESPONSIBLE FOR PRESSURE TESTING ALL DRY FIRE SYSTEMS PRIOR TO FINAL ACCEPTANCE.

8. ALL PLUMBING SYSTEMS TO INCLUDE ACCESSIBLE SEASON DRAINS AT THE DOWNSTREAM ENDS OF THE SYSTEM.

9. ALL HOSE BIBS TO INCLUDE VACUUM BREAKERS PER SPECIFICATIONS

10. SEE ELECTRICAL PLANS FOR FIRE PEDESTAL LOCATIONS.

11. FUEL, COMMUNICATIONS, & ELECTRICAL LINES & EQUIPMENT NOT SHOWN OR NOT SHOWN FULLY WITHIN UTILITY PLAN (SEE FUEL AND ELECTRIC SHEETS).

APPROXIMATE EDGE OF WATER

4" VALVE & 3 4" PEX-A TO EACH PEDESTAL (TYP.)

2-1/2'' SCH. 40 GALV. WATER SERVICE

FLEXIBLE CONNECTIONS REQUIRED AT ALL

DOCK JOINTS - JOINT LOCATIONS VARY

4'' SCH. 40 GALV. DRY FIRE LINE, FLEXIBLE CONNECTIONS

REQUIRED @ ALL DOCK JOINT LOCATIONS (TYP.)

FLOATING DOCK JOINT, TYP.

(LOCATIONS VARY)

SEASONAL DRAIN

VALVE & CAP (TYP.)

WATER HAMMER ARRESTOR AT

END OF EACH MAIN PIER (TYP.)

FLEXIBLE CONNECTION @

END OF GANGWAY (TYP.)

2'' SCH. 40 GALV. WATER SERVICE

2-1/2'' TO 2'' WATER

SERVICE REDUCER

2-1/2'' TO 2'' WATER SERVICE REDUCER

WATERMAIN TEE

DRY FIRE PROTECTION LINE TEE

45 DEGREE FITTINGS (TYP.)

ELEC. SUBSTATION

(SEE ELEC. SHEETS)

ELEC. SUBSTATION

(SEE ELEC. SHEETS)

2-1/2'' VALVE (SEE DTL 8 ON C-5.02)

2'' S.S. FLEXIBLE CONNECTION AT ALL JOINTS

2-1/2'' S.S. FLEXIBLE CONNECTION AT ALL JOINTS

2'' SCH. 40 GALV. WATER SERVICE

2'' S.S. FLEXIBLE CONNECTION AT ALL JOINTS

APPROXIMATE PROPERTY LINES (TYP.)

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

LEXINGTON

HARBOR

4'' SCH. 40 GALV. DRY FIRE LINE, FLEXIBLE CONNECTIONS

REQUIRED @ ALL DOCK JOINT LOCATIONS (TYP.)

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W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W W W W W W W W W W W W W W W W W W W W W W W W W W WH

W W W W

FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP

G GD

C O

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WH

WFP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP FP

G GD

NORTH

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

SCALE: AS SHOWN (AT 24"x36")

1 SCALE: 1"=20'

A DOCK OVERALL UTILITY PLAN ENLARGEMENT

1 SCALE: 1"=10'

A DOCK SERVICE PIER UTILITY PLAN ENLARGEMENT

UPLAND UTILITY PLAN ENLARGEMENT - SEE U-4.01

EXISTING FLOATING DOCK SYSTEM (N.I.C.)

A DOCK SERVICE PIER UTILITY PLAN ENLARGEMENT - SEE ENLARGEMENT 2 ON U-4.03

12'-6'' x 21' SERVICE PIER BUILDING (SEE A-1.00)

4" VALVE & 3 4" PEX-A TO EACH PEDESTAL (TYP.) 2'' SCH. 40 GALV. WATER SERVICE (TYP.)

FLEXIBLE CONNECTIONS REQUIRED AT ALL

DOCK JOINTS - JOINT LOCATIONS VARY

4'' SCH. 40 GALV. DRY FIRE LINE, FLEXIBLE CONNECTIONS

REQUIRED @ ALL DOCK JOINT LOCATIONS (TYP.)

MARINA UTILITY PEDESTAL (TYP.) - SEE MARINA

ELECTRICAL DRAWINGS FOR PEDESTAL PLANS

2.5'' DRY FIRE HOSE

CONNECTION (TYP.)

FLOATING DOCK JOINT, TYP. (LOCATIONS VARY)

MARINA PLUMBING

DETAIL (TYP.)

SEASONAL DRAIN VALVE & CAP (TYP.)

WATER HAMMER ARRESTOR AT END OF EACH MAIN PIER (TYP.)

UTILITY LEGEND:

EXISTING WATER LINE

EXISTING SANITARY LINE

EXISTING COMMUNICATIONS LINE

EXISTING UNDERGROUND ELECTRIC LINE

EXISTING STORM SEWER LINE

NEW FIRE PROTECTION LINE

NEW WATER LINE

NEW SANITARY LINE

SSSS

12'-6'' x 21' SERVICE PIER BUILDING (SEE A-1.00)

4" VALVE & 3 4" PEX-A TO EACH PEDESTAL (TYP.)

2'' SCH. 40 GALV. WATER SERVICE

FLEXIBLE CONNECTIONS REQUIRED AT ALL

DOCK JOINTS - JOINT LOCATIONS VARY

4'' SCH. 40 GALV. DRY FIRE LINE,

FLEXIBLE CONNECTIONS REQUIRED @

ALL DOCK JOINT LOCATIONS (TYP.)

TYP. MARINA UTILITY PEDESTAL - SEE MARINA

ELECTRICAL DRAWINGS FOR PEDESTAL PLANS

DRY FIRE INLET (TYP.)

2.5'' DRY FIRE HOSE

CONNECTION (TYP.)

FLOATING DOCK JOINT, TYP.

(LOCATIONS VARY)

MARINA PLUMBING

DETAIL (TYP.)

SEASONAL DRAIN VALVE & CAP (TYP.)

WATER HAMMER ARRESTOR AT END OF EACH MAIN PIER (TYP.)

W/ FLEXIBLE CONN. & EACH END OF GANGWAY

CM-5.08

CM-5.06

6CM-5.08

CM-5.08

CM-5.06

6 LIBERTY PROVORE - 380 - SD GRINDER PUMP SYSTEM

SANITARY CHECK VALVE (TYP.)

SANITARY CLEANOUT

SANITARY PUMPOUT

SANITARY TEE (TYP.)

2'' x 1-1/2'' WATER SERVICE TEE

45 DEGREE

FITTINGS (TYP.)

FUEL & SANITARY EQUIPMENT

(SEE ENLARGEMENT BELOW)

TYP. HOSE REEL

(BOTH SIDES OF EACH DISPENSER)

GAS DISPENSER

SANITARY PUMP OUT

WASH WATER

SERVICE PIER SIGN & LIGHT

DIESEL DISPENSER

SPILL KIT

GAS DISPENSER

GRINDER PUMP

SUPPORT SYSTEMCM-5.06

2'' HDPE SANITARY FORCEMAIN

4'' GRAVITY PVC SANITARY LINE

LIBERTY PROVORE - 380 - SD GRINDER PUMP SYSTEM

ELEC. SUBSTATION

(SEE ELEC. SHEETS)

2'' S.S. FLEXIBLE CONNECTION AT ALL JOINTS

RPZ BACKFLOW PREVENTER (TYP.)

BALL VALVE (TYP.)

WASH WATER

2-12'' TO 2'' WATER SERVICE REDUCER

2'' SCH. 40 GALV. WATER SERVICE

APPROXIMATE PROPERTY LINES (TYP.)

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

LEXINGTON

HARBOR

LEXINGTON

HARBOR

PLUMBING NOTES:

1. ALL PLUMBING MATERIALS SHALL BE COMPLIANT WITH MICHIGAN PLUMBING CODE

2. POTABLE WATER & DRY FIRE MAINS SHALL BE SCH.40 GALVANIZED PIPE WITH GROOVED FITTINGS

3. POTABLE BRANCH LINES SHALL BE PEX-A AND BE PROTECTED FROM UV EXPOSURE.

4. FLEXIBLE POTABLE WATER LINES SHALL BE BRAIDED STAINLESS STEEL CONNECTORS, MEET NSF 61, RATED FOR USE IN POTABLE WATER SYSTEMS WITH FITTINGS

TO MATCH ADJACENT PIPE.

5. ALL UTILITY PEDESTALS SHALL BE SEPARATED FROM THE MAIN WITH INDIVIDUAL VALVES. ALL VALVES SHALL BE BALL TYPE, MEET NSF 61 AND BE PER TABLE 605.7.

6. CONTRACTOR RESPONSIBLE FOR DISINFECTION AND BACTERIOLOGICAL TESTING PER CODE REQUIREMENTS PRIOR TO USE AND FINAL ACCEPTANCE.

7. CONTRACTOR RESPONSIBLE FOR PRESSURE TESTING ALL DRY FIRE SYSTEMS PRIOR TO FINAL ACCEPTANCE.

8. ALL PLUMBING SYSTEMS TO INCLUDE ACCESSIBLE SEASON DRAINS AT THE DOWNSTREAM ENDS OF THE SYSTEM.

9. ALL HOSE BIBS TO INCLUDE VACUUM BREAKERS PER SPECIFICATIONS

10. SEE ELECTRICAL PLANS FOR FIRE PEDESTAL LOCATIONS.

11. FUEL, COMMUNICATIONS, & ELECTRICAL LINES & EQUIPMENT NOT SHOWN OR NOT SHOWN FULLY WITHIN UTILITY PLAN (SEE FUEL AND ELECTRIC SHEETS).

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4/24/2026

BID

751/17282 BDW

SIGNAGE PER

ELECTRICAL PLANS

SIGNAGE PER ELECTRICAL PLANS

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