250417 Tierney Park Improvements - Addendum No. 1.pdf

PDF 28 MB Posted Mar 26, 2025

Attached to: Lexington Tierney Park Improvement Project
Solicitation number: 2025-23
Issued by: Sanilac County, Michigan

About this file

Written by GovTribe AI · May 1, 2025

This document is an Addendum #1 for the Tierney Park Improvements Project issued by the Village of Lexington, Michigan, prepared by Edgewater Resources. The addendum provides comprehensive updates to the project's bid documents, including revised drawings, specifications, and responses to bidder questions. The project involves a complete renovation of Tierney Park at the Lexington Harbor waterfront, with a bid due date of April 30, 2025 at 1:00 PM. Key project components include improved roadways, parking, a new restroom facility, pavilion, concrete pathways, site utilities, native plantings, site furniture, and a marine fuel system replacement. The project has two alternate bid items: a timber boardwalk and a play zone with trees. Construction is scheduled to commence after Labor Day 2025, with substantial completion targeted for June 30, 2026.

The bid form includes a detailed unit price schedule with 70+ line items covering mobilization, demolition, concrete work, electrical, plumbing, landscaping, and accessory installations. The total base bid will be determined by actual quantities, with a $75,000 contingency allowance. Notable specifications include tax-exempt status, no prevailing wage requirements, and the Village covering testing fees while the contractor manages material testing scheduling. The project will require specific permits from Sanilac County, with land use fees waived by the Village. Bidders must provide performance and payment bonds, with the bond amount based on the submitted bid price. The project includes specific environmental considerations, particularly for fuel tank removal and soil testing, with potential change orders for contamination disposal.

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Other files

File	Type	Posted
SM-500 sheets.pdf	PDF	Mar 26, 2025
250424 Tierney Park Improvements - Addendum No. 4.pdf	PDF	Mar 26, 2025
2025 ATTACHMENT A_Lexington State Harbor_Geo Report_8.30.24.pdf	PDF	Mar 26, 2025
2025 Tierney Park Improvements-SPECIFICATIONS IFB.pdf	PDF	Mar 26, 2025
2025 Tierney Park Improvements-DRAWINGS IFB.pdf	PDF	Mar 26, 2025

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518 Broad Street, Suite 200

St Joseph, Michigan 49085

269 932 4502

Waterfronts Worldwide.

www.edgewaterresources.com

ADDENDUM #1

Date: April 17, 2025

Project: Tierney Park Improvements Project

Owner: Village of Lexington, Michigan

Bid Due Date: April 30, 2025, 1:00PM NOTE BID DUE DATE EXTENSION

The following are changes, eliminations, and clarifications to project plans and specifications, and shall be considered by the contractor in their estimate. All these items shall be considered as part of the contract documents. ALL BIDDERS MUST ACKNOWLEDGE

RECIEPT OF THIS ADDENDUM ON BID FORMS.

Addendum #1 Includes the Following:

Revised Drawings:

1. GP-1.02 Construction Sequencing Plan

a. Date for Marina Access extended to 10/15/25

2. UD-1.01 Utility Demolition Plan

a. Fuel line label clarification

3. U-1.01 Utility Plan

a. Label removed regarding hydrant (no hydrant in contract)

4. LS-1.01, LS-1.02, LS-1.03 Site Plan and Control Points Plans

a. Width of drive aisle between parking bays increased by 2’

b. Striping for handicap parking spaces added in southwest parking bay

c. Regulatory sign locations added

5. LS-5.01 Site Plan Details

a. Asphalt mix clarified

6. LS-5.02 Site Plan Details

a. Allowable walkway cross-slope note added

7. LS-5.04 Site Plan Details

a. Revised to show boardwalk plan view. Structural details moved, see New Drawings.

8. E1.1 Electrical Plan

a. Conduit added to parking areas for potential future parking lot gates (gates NIC)

9. LP-5.01 Planting Details

a. Updated bioswale detail title for clarity

10. P-1.00 Restroom Underground Plumbing Plan

a. Modified notes about the underground depth and sleeve requirements for the following underground pipes leaving the building: 6” Sanitary, 1-1/2” Cold Water to foot showers and 2” Cold Water for the new building service.

11. P-1.01 Restroom Mechanical Plan (Not Reissued)

a. Add “WINTERIZATION NOTE: 4. INSULATE H&CW PIPING ROUTED WITHIN

INTERIOR WALLS BETWEEN STORAGE AND CONCESSIONS AND INDIVIDUAL

RESTROOMS.”

12. M-1.01 Restroom Mechanical Plan (Not Reissued)

a. Add “WINTERIZATION NOTE: 4. INSULATE H&CW PIPING ROUTED WITHIN

INTERIOR WALLS BETWEEN STORAGE AND CONCESSIONS AND INDIVIDUAL

RESTROOMS.”

b. Add “WINTERIZATION NOTE: 4. INSULATE H&CW PIPING ROUTED WITHIN

INTERIOR WALLS BETWEEN STORAGE AND CONCESSIONS AND INDIVIDUAL

RESTROOMS.”

13. F0.1, F1.1, FE1.1 Fuel Sheets

a. Fuel Tank Sizes Revised, Notes and Schedule Revised

New Drawings:

1. SM-5.01, SM-5.02, SM-5.03 Structural Marine Details

a. Boardwalk structural details moved to these sheets and information added

Revised Specifications:

1. Section 000400 Bid Form

a. Changes highlighted in yellow and underlined

New Specifications:

1. Section 081113 Hollow Metal Doors and Frames Specification from DNR Boater’s Building

2. Section 087100 Hardware Specification from DNR Boater’s Building

3. Section 074113 Sheet Metal Roofing Specification from DNR Boaters Building

4. Section 102800 Toilet Bath Accessories Specification

5. Section 230700 HVAC Insulation

Questions, Clarifications and Responses:

General

1. Q: What are allowable hours for active construction work?

A: 7AM-7PM, M-F. Requests for operations outside of allowed hours must be submitted in writing for Village approval.

2. Q: What is the tax status for this project?

A: The Village is tax exempt, per Invitation to Bid, Item #18. Note that in General

Requirements, Item #4, the tax statement is a broad statement covering all project types.

3. Q: Shall Contractor include the cost of all testing in bid, or will the Village cover that cost?

A: Project Engineer will hire third-party testing agency and will cover testing fees. Scheduling of material testing at appropriate milestones during work completion is the responsibility of the

Contractor, as is providing documentation of testing results to meet requirements of specifications. The one exception is soil contamination testing at existing fuel tank, see

Question/Answer 4, below.

4. Q: Do costs for soil contamination testing and removal need to be included in the bid or will this be by change order.

A: Soil must be tested for contamination per fuel system demolition specification. This testing is to be paid for by Contractor and included in bid. If contamination is found, disposal cost shall be submitted as project Change Order.

5. Q: Are prevailing wages or Davis Bacon wages required?

A: No prevailing wage or Davis Bacon wages required.

6. Q: Is there an estimated project cost? For bonding purposes.

A: No estimated project cost is being released at this time. Bond shall be based on bid price.

7. Q: Can any work take place before September 15, 2025.

A: A Notice to Proceed with project planning, submittals, materials ordering,etc may be issued after contract award. Construction must not commence until after Labor Day 2025, due to demands of park and marina use.

8. Q: Does Contractor pay permit fees, or will fees be covered by Village.

A: Securing required permits will be responsibility of the Contractor. Permit fees may be submitted as a reimbursable expense, which the Owner will pay. Land Use fees will be waived by Village. Sanilac County provides permitting and inspection services.

Fuel Tank

1. Q: Is the new fuel tanks excavation soils to be considered clean soils for disposal?

A: Yes, the proposed location of the fuel tanks is to be considered clean soils.

2. Q: Where will be dumping the ground water to that the dewatering company will be generating?

A: Allowable dewatering discharge areas will be dependent upon the Contractor’s dewatering permit from EGLE. We anticipate this either being in a temporary upland location and allowed to infiltrate or directly into the marina basin but will be dependent upon the dewatering permit conditions.

3. Q: Will there be a source of water on site that can be used for well pointing or do we need to haul water into the site?

A: It would be up to the Contractor to either import well point jetting water or use lake water from the adjacent marina basin.

4. Q: Is there a source for power to run 110 current pumps or do we need to supply a generator?

A: The adjacent building is not staffed in the off season and continuous power cannot be guaranteed, the Contractor would need to provide their own temporary power supply.

5. Q: Soils from around the existing tanks, will that be used as backfill or does the soils need to be removed and replaced?

A: This material would be considered clean and to be used for backfill. If this material deemed to be contaminated following the required environmental testing during removal, a contract change order would be pursued to remove and replace this material.

6. Q: Does the city have an environmental company that will be on site to take soil samples during the tank removal?

A: The Contractor is responsible for retaining an independent environmental firm to perform the required testing during removal per Specification Section 33 20 00.

7. Q: Will the city be responsible for getting landfill approval through our environmental company or do we need to apply for that approval?

A: Approval from any landfills to accept the demolished fuel materials will be the responsibility of the Contractor.

8. Q: Will the city pay directly to the landfill, or will it be on the contractor to pay up front for the tipping fees?

A: Any associated disposal fees shall be included in the Marine Fuel System Demolition pay item.

9. Q: Who will be responsible for pumping out the existing tanks and disposing of any remaining fuels?

A: The Contractor will be responsible for the removal of any existing fuel from the tanks per the specifications.

10. Q: Plans call for underground gasoline and diesel fuel tanks. The Modern Welding Co.

Fireguard tanks specified are above ground fuel tanks. Are the fuel tanks above ground or below ground? Is there a different specified tank model?

A: The tanks are below ground and drawing sheet F0.1 has been updated to clarify this.

11. Q: Single compartment tank cross section notes 6 (deadmans anchors see structural) and 16

(overburden slab see structural) on F.01 are not shown on the structural pages. Provide clarification on what these need to be.

A: Tank deadman anchors shall be precast reinforced concrete or cast-in-place reinforced concrete slabs, sized to anchor the tank during groundwater elevations up to 582.6’ NAVD88.

Anchors shall extend beyond the outer limits of the tank by a minimum of 2’, be constructed from 4,000 psi concrete at minimum, have a minimum thickness of 18”, and contain #4 rebar at 12” c-c spacing at minimum. Overburden slabs must have a minimum thickness of 6”, be constructed with 4,000 psi concrete at minimum, include #4 rebar at 12” c-c spacing at minimum, and have a broomed finish with rounded edges.

Utilities

1. Q: On the Utility Plan sheet 1.01 it shows us putting in a new hydrant, but it doesn't clearly show us what we are tying it into.

A: No new hydrant is proposed. Label will be removed from sheet.

2. Q: Will EV chargers be added to the parking lot?

A: No, if EV charging parking spaces are added in the Village, they will be near downtown area, not in Tierney Park.

Sitework

1. Q: Sheet LS-5.06 calls for grate infill panel for the dumpster enclosure. Provide specifications for this panel.

A: The panel from the existing dumpster enclosure is to be salvaged and reused for the new dumpster enclosure.

2. Q: Sheet LS-5.04 shows the timber piles 30' in length (boardwalk section and elevation) and

10' in length (boardwalk plan). Provide clarification on timber pile length.

A: See new Sheets SM-5.01, 5.02, 5.03 for clarification.

3. Q: We need some guidelines to assume what that length / depth of the water is at the location of the boardwalk. Please advise.

A: See new Sheets SM-5.01, 5.02, 5.03 for clarification.

4. Q: What should be assumed for the estimated pier length for boardwalk?

A: See modification on Sheet LS-5.04 for clarification.

5. Q: The limited boardwalk information in the drawings is for the timber piles. If the project changes to helical piers, would it be acceptable to use an “L” bracket type cap to receive the beams? What would the width of the beam be?

A: The boardwalk shall be constructed with timber piles. See new Sheet SM-5.01, 5.02, and

5.03 for drawings. See Specification 31 62 29 which pertains to these piles.

6. Q: We need working loads to be able to determine the capacity required for the helicals.

Helical engineering is not done until contract award. Does the EOR believe the boardwalk will require either battered piers or cross-bracing? Can lateral load values be provided as well for consideration?

A: The foundation system for the boardwalk is fully designed and is not delegated. Helical piers are not part of the boardwalk design. Lateral loads have already been accounted for in the structural drawings and details, and no additional lateral load information will be issued.

For the staircase, the foundation system is delegated to the contractor’s Engineer of Record, and may include helicals or cast-in-place options. Working load values for helical piles in the staircase scope shall be determined by the contractor's design engineer as part of the design-build submission.

7. Q: Should the project carry an allowance for any of these undefined components to be reconciled once engineered?

A: The project has an allowance, listed at the bottom of bid form.

8. Q: Is a load test required onsite? If so, can that be done on a production pier?

A: No load test is required under the contract documents for the timber boardwalk. The boardwalk foundation system is fully designed and is not delegated. The staircase section

(Section 06 91 00), which is design-build, includes helical piers as an option and may require testing per the Engineer of Record for that scope. The load test requirement, if any, would be defined by the contractor’s delegated design engineer for the staircase, not for the boardwalk.

9. Q: Should all material be galvanized?

A: See new Sheets SM-5.01, 5.02, 5.03 for clarification. Boardwalk fasteners to be hot-dipped galvanized. Boardwalk steel sections such as channel members to be bare steel.

10. Q: We are trying to navigate the recent tariffs and still in a holding pattern to see the impacts.

When does the project team foresee this boardwalk being installed, if it moves forward?

A: The current plan is to install boardwalk with Tierney Park improvements, fall 2025-spring

2026. If item is deducted as an alternate, the construction would be delayed to 2026-2027, to be installed with marina improvement project.

11. Q: Timber staircase - Is there a section cut showing the footings/ foundations required?

A: See Specification Section 069100, Contractor shall provide engineered foundation systems to be submitted to Engineer for shop drawing approval.

12. Q: Timber staircase - Is there a section cut showing the framing and handrail?

A: Similar to above question, see Specification Section 069100, Contractor shall provide handrails at stairs as required by Michigan Building Code and/or local ordinance, to be submitted to Engineer for shop drawing approval.

13. Q: There are three curbs on this project. Type F3 curb. Type D1 curb. Flush curb. F3 and D1 are on the bid form, but there is no spot on the bid form for the flush curb. Where would you like the cost of this curb on the bid form?

A: Flush curb and adjacent stone should be included in unit price for bioswale. See updated bid form.

14. Q: Please clarify items to include with unit price for bioswale and rain garden. Are plants included?

A: Plants have separate line items on bid form, and are not included in the unit price for bioswale and rain garden. Bioswale unit price shall include flush curb, riprap stone, planting mix and subbase, per drawings and detail. Rain garden unit price shall include riprap stone and planting mix, per drawings.

15. Q: Should the cost of plugs be included in that line item or will a separate line item be added to the bid form?

A: Container plants are revised to item #329300.041 and quantity has been revised on bid form. Plugs are now item #329300.042 with quantity as shown on revised bid form.

16. Q: Detail 6 on sheet LS-5.01 shows HMA 36A and HMA 13A, however the bid form shows 5E and 3E (would it be 3E1/5E1, 3EL/5EL or 3EML/5EML). Can you clarify which mix is to be used along with the preferred asphalt binder?

A: Detail will be revised to match bid form. 3EL/5EL is the correct mix.

17. Q: Please clarify paint color for parking lot striping.

A: Striping to be white paint, typical, with Handicap Parking striping to be blue.

18. Q: Is there a tree to be saved located at the base of the south staircase?

A: Yes, the tree symbol did not print on sheet GP-1.01, but tree protection fencing is correct on this sheet. The tree removals shown on sheet SD-1.01 are also correct, as are the tree removal quantities in the bid form. If it is determined prior to construction that it will be impossible to avoid severe damage during construction operations, pending Owner and

Engineer review and approval, then additional tree removals may be added via Change Order.

19. Q: There are exterior trench drains, shown on sheet U-1.01 and detailed on LS-5.01 but no size is specified. What is the width of the exterior trench drains?

A: Trench drains to be 8” internal width.

20. Q: What diameter is the stainless steel tubing at the concrete steps and concrete ramp on LS-

5.02.

A: Steel tubing to be 2” outside diameter.

Architecture

1. Q: Window type F is not on the window schedule for the bathroom building but is called out for the two windows at the concession room.

A: Window F is CMU with LP Smart Side trim wrapped opening (plan #1/Sheet A-1.102) with a metal roll down, locking shutter mounted on the inside (Note 1/Special Equipment /Sheet A-

1.01).

2. Q: No hollow metal door specifications are provided.

A: Sheet A-3.01, noted under Door and Frame color swatch: “Hollow Metal Doors and Frames to Match DNR Boater’s Building in Standard Blue”. Newly added Section 081113 Hollow

Metal Doors and Frames Specification from the DNR Boater’s Building Attached.

3. Q: No door hardware sets or schedule are provided.

A: Sheet A-1.01 Hardware Notes and Sheet A-1.02, Door Schedule note “Hardware: ADA compliant, Match owner locking system w/ satin stainless finish”. Hardware sets to match existing restroom and storage room keyed locks. Newly added Section 087100 Hardware

Specification from DNR Boater’s Building attached.

4. Q: No standing seam metal roof specifications are provided.

A: Sheet A-3.01, noted under Metal Roof color Swatch “Pac-Clad, Kynar 500 standing seam metal roof in Slate Blue to match Boaters Building. Newly added: Section 074113 Sheet Metal

Roofing Specification from DNR Boaters Building attached.

5. Q: No toilet accessory specifications are provided.

A: Sheet A-1.01 Accessories for each Restroom are noted. Newly added Section 102800

Toilet, Bath Accessories Specification Attached.

6. Q: Are masonry corners and stub walls to be bullnose block?

A: Exterior building masonry corners, no. Interior masonry walls, yes, include bullnose CMU corners.

7. Q: What is the insulation value for the pre-insulated masonry?

A: Sheet A-1.00, R-Value noted for “Mass Wall” under Michigan Energy Efficiency as R-13.3 c.i. for Zone 6.

8. Q: Is the sign on the restroom perspective view on A-2.00 to be included in our bid? If yes, can details on this sign be provided.

A: No, the sign in the perspective is (NIC) not in this contract and not included in the bid.

9. Q: Are the beverage coolers installed by owner or contractor?

A: Beverage coolers are Owner supplied, and Owner installed.

10. Q: It has come to our attention that there isn’t a specification for the coiling shutters in the concession area, will one be issued in the addendum? Or are we to select a shutter system on our own?

A: Sheet A-1.01, Roll up Shutter specification is Note #1 under Special Equipment.

11. Q: Is there going to be a specification issued for doors, frames lockset and hardware?

A: Yes, see answers to Questions 2 and 3 and Attachments #1 and #2

12. Q: Will architectural-related product alternates be accepted?

A: Yes, as follows:

Add Zurn to list of acceptable plumbing fixtures, faucets, drains, cleanouts, and shock absorbers.

Add Wilkins to list of acceptable backflow preventers.

Add Calefactio to list of acceptable expansion tanks.

Add World Dryer products to the list of acceptable hand dryers.

Note: All fixture alternates are dependent on final approval via construction submittal.

Attachments:

1. Prebid Meeting Agenda

2. Prebid Meeting Attendance List

END OF ADDENDUM #1

EDGEWATER RESOURCES, LLC

518 BROAD ST, STE. 200.

ST. JOSEPH, MI 49085

CONTACT:

SUZANNE FROMSON, PLA., PROJECT MANAGER

(269) 408-6387

MISS DIG

CALL 811 AT LEAST 3 FULL WORKING DAYS (72 HRS)

BEFORE YOU DIG

UTILITY CONTACTS

UTILITY AGENCY CONTACT

WATER & SEWER Village of Lexington Water Department Chris Heiden

(810) 359-5901

ELECTRIC DTE Energy Joseph Burghardt

(734) 347-1189

GAS SEMCo Energy Gas Company Colleen Starring

(800) 624-2019

TELE-

COMMUNICATIONS

ATT (phone) Agri-Valley Services (fiber and internet)

(800) 331-0500

(888) 282-4932

ROADS Village of Lexington Department of Public Works

Jerry Scott

(810) 359-8536

FIRE DEPT Village of Lexington Fire Department Keefe Radke

(810) 359-5221

PERMIT & REVIEWS

PERMIT SCOPE AGENCY PERMIT NO. DATE

AUTHORIZED EXPIRATION DATE

BOARDWALK EGLE PENDING PENDING

SANITARY EGLE PENDING PENDING

BREAKWATER

CONNECTION WALK USACE REVIEW 11/26/24 PENDING

PLAN REVIEW LAND USE 11/13/24 NONE

PLAN REVIEW FIRE 12/12/24 NONE

BUILDING

INSPECTION

SANILAC

COUNTY BY CONTRACTOR

SOIL EROSION &

SEDIMENTATION

CONTROL

SANILAC

COUNTY BY CONTRACTOR

SANITARY REVIEW SANILAC

COUNTY BY CONTRACTOR

FUEL TANK LARA, EGLE BY CONTRACTOR

SANILAC COUNTY, MICHIGAN

VILLAGE OF LEXINGTON

7227 HURON AVE., STE. 100

LEXINGTON, MI 48450

CONTACT:

LORI FISHER, VILLAGE MANAGER

(810) 359 - 8631

CT -

: 3/

-0

P:\2023\23-028 LXUP\CAD\SHEETS\G-0.01 COVER SHEET.DWG

DATE:

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL.

3/25/25

LANDSCAPE ARCHITECTURE

DATE:

Daryl Veldman, PE

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL.

NAME:

3/25/25

CIVIL ENGINEERING

SEAL

LAKE HURON

TIERNEY PARK

IMPROVEMENTS PROJECT

5451 Dallas Street, Lexington, MI 48450

DRAWING SET FOR BIDDING ADDENDUM #1, 4/16/25

DATE:

Michelle Rumsa, RA

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL.

NAME:

3/25/25

ARCHITECTURE

SEAL

DATE:

Eric Schippers, PE

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL.

NAME:

3/25/25

ARCHITECTURE: MECHANICAL/ELECTRIAL/PLUMBING

SEAL

Suzanne M. Fromson, PLA

NAME:SEAL

Sheet List Table Sheet Number Sheet Title

G-0.01 COVER SHEET

G-0.02 GENERAL NOTES

V-1.01 EXISTING CONDITIONS

GP-1.01 SESC & SITE PREP PLAN

GP-1.02 CONSTRUCTION SEQUENCING PLAN

SD-1.01 SITE DEMOLITION PLAN

UD-1.01 UTILITY DEMOLITION PLAN

U-1.01 UTILITY PLAN

LG-1.01 GRADING PLAN

LS-1.01 SITE PLAN

LS-1.02 SITE PLAN - CONTROL POINTS

LS-1.03 CONTROL POINTS

LS-3.01 SITE SECTIONS

LS-3.02 SITE SECTIONS

LS-3.03 SITE SECTIONS

LS-4.01 SITE PLAN ENLARGEMENTS

LS-4.02 SITE PLAN ENLARGEMENTS

LS-4.03 SITE PLAN ENLARGEMENTS

LS-5.01 SITE PLAN DETAILS

LS-5.02 SITE PLAN DETAILS

LS-5.03 SITE PLAN DETAILS

LS-5.04 SITE PLAN DETAILS

LS-5.05 SITE PLAN DETAILS

LS-5.06 SITE PLAN DETAILS

LS-5.07 SITE PLAN DETAILS

LS-5.08 SITE PLAN DETAILS

SM-5.01 STRUCTURAL MARINE DETAILS

SM-5.02 STRUCTURAL MARINE DETAILS

SM-5.03 STRUCTURAL MARINE DETAILS

U-5.01 UTILITY DETAILS

U-5.02 UTILITY DETAILS

E0.1 SITE ELECTRICAL NOTES & LEGENDS

E1.1 SITE ELECTRICAL PLAN

E2.1 SITE ELECTRICAL PHOTOMETRIC PLAN

LP-1.01 PLANTING PLAN

LP-5.01 PLANTING DETAILS

A-1.01 RESTROOM BUILDING DATA & NOTES

A-1.02 RESTROOM FLOOR PLAN & SCHEDULES

A-2.00 RESTROOM EXTERIOR ELEVATIONS

A-3.00 RESTROOM BUILDING SECTIONS AND DETAILS

A-3.01 RESTROOM INTERIOR ELEVATIONS & FINISHES

A-1.01pav PAVILION BUILDING DATA AND NOTES A-1.02pav PAVILION FLOOR PLANS & SCHEDULES A-2.00pav PAVILION EXTERIOR ELEVATIONS A-3.00pav PAVILION BUILDING SECTIONS AND DETAILS

P-1.00 RESTROOM UNDERGROUND PLUMBING PLAN

P-1.01 RESTROOM PLUMBING PLAN

M-1.01 RESTROOM & PAVILION MECHANICAL PLAN

E-1.00 RESTROOM ELECTRICAL PLAN

E-1.01 RESTROOM LIGHTING PLAN

E-10.00 ARCHITECTURE - ELECRICAL SCHEDULE

E-2.00 PAVILION ELECTRICAL PLAN

E-2.01 PAVILION LIGHTING PLAN

E-10.01 ELECTRICAL SCHEDULES & DETAILS

S001 STRUCTURAL NOTES

S101 RESTROOM FOUNDATION PLAN

S102 RESTROOM FRAMING PLAN

S301 RESTROOM FOUNDATION DETAILS

S401 RESTROOM FRAMING DETAILS

S103 PAVILION FOUNDATION PLAN

S104 PAVILION FRAMING PLAN

S302 PAVILION FOUNDATION DETAILS

S402 PAVILION FRAMING DETAILS

F0.1 FUEL-NOTES, SCHEDULES, & DETAILS

F1.1 FUEL-SITE PLAN

FE0.1 FUEL-ELECTRICAL NOTES & LEGENDS

FE0.2 FUEL-ELECTRICAL DETAILS

FE0.3 FUEL-ELECTRICAL DETAILS

FE1.1 FUEL-ELECTRICAL PLAN

TENNIS

COURTS

PUBLIC

PARKING

REMAIN

SIMONS STREET

HURON

AVENUE

MDNR

BOATER

SERVICE

NORTH

80400

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

P:\2023\23-028 LXUP\CAD\SHEETS\GP-1.02 SEQUENCING PLAN.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

NOTES:

1. SITE ACCESS PLAN TO BE REVIEWED AND FINALIZED

WITH OWNER, OWNER'S REPRESENTATIVE,

REPRESENTATIVE OF WINDJAMMER PROPERTY,

MDNR, AND CONTRACTOR AT PRE-CONSTRUCTION

MEETING ESTIMATED TO BE SEPTEMBER 2, 2026 ON

SITE.

2. OWNER TO COORDINATE WITH RESIDENTIAL

NEIGHBOR'S TO THE NORTH OF PROJECT SITE.

C O

R U

O N

G P

O F

N G

, M I

R O

P A

R K

GP-1.02

23-028

3/25/25

BIDDING

MAINTAIN PRIVATE

MARINA ACCESS

THROUGH 10/15/2025

MAINTAIN PRIVATE

MARINA ACCESS

THROUGH

10/15/2025

MAINTAIN PARKING

ACCESS THROUGH

9/30/2025

PUBLIC VEHICULAR TRAFFIC

ALLOWED THROUGH 9/30/25

MAINTAIN BUILDING

ACCESS THROUGH

9/30/2025

PUBLIC PEDESTRIAN

TRAFFIC ALLOWED

THROUGH 10/15/2025

DASHED SECTION OF FENCE TO BE

INSTALLED PRIOR TO CONSTRUCTION,

REMOVED AFTER 9/30/2025

HATCHED SECTION OF FENCE

TO BE ADDED AFTER 9/30/2025

ADJACENT NEIGHBOR ACCESS ALLOWED

UPON DIRECT REQUEST TO CONTRACTOR,

THROUGH PROJECT DURATION.

BLACK-OUT DATES TO BE SUBMITTED BY

CONTRACTOR WITH PROJECT SCHEDULE.

MAINTAIN PEDESTRIAN ACCESS TO

WINDJAMMER FROM 10/1/25 THROUGH

DURATION OF CONSTRUCTION

MAINTAIN WINDJAMMER

PARKING ACCESS IN MDNR

BOAT LAUNCH PARKING

LOT FROM 10/1/25

THROUGH DURATION OF

CONSTRUCTION

POST TRAFFIC CONTROL SIGN UNTIL 10/1/25:

"NO PARK ACCESS. MARINA AND RESTAURANT ACCESS ONLY"

FROM 10/1/25 THROUGH DURATION OF CONSTRUCTION:

"ROAD CLOSED. WINDJAMMER PARKING AT BOAT LAUNCH

PARKING LOT, ONE BLOCK SOUTH"

CONSTRUCTION FENCE FOR

DURATION OF PROJECT

CONSTRUCTION FENCE FOR

DURATION OF PROJECT

4/16/25 1. ADD. 1

X X

U E

ST ST ST ST ST

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

SS SS

W W

W W W W W W W W W W

W W

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

OH ELEC

C O

M C

O M

C O

M C

O M

C O

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

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

AS G

GAS GAS GAS GAS GAS

0 59

595 590

5 585

TENNIS

COURTS

PUBLIC

PARKING

REMAIN

SIMONS

STREET

HURON

AVENUE

MDNR

BOATER

SERVICE

UTILITY REMOVALS

LEGEND

PROPERTY LINE

EASEMENT

OHWM

STORM LINE - REMOVE

SANITARY LINE

(ABANDON)

WATER LINE

(ABANDON)

ELECTRIC LINE

(ABANDON)

IRRIGATION ZONE

LIGHT: PARKING LOT

FIXTURE (REMOVAL BY

DTE)

LIGHT: PEDESTRIAN

LIGHT

LIGHT: BOLLARD

NORTH

60300

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

P:\2023\23-028 LXUP\CAD\SHEETS\D-1.XX DEMO PLAN.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

EXISTING MANHOLE, PROTECT IN PLACE

ADJUST RIM AS NEEDED

EXISTING MANHOLE, PROTECT IN PLACE

ADJUST RIM AS NEEDED

STORMWATER CATCH BASIN, PROTECT IN PLACE

STORMWATER PIPE, ABANDON

STORMWATER INLET, REMOVE

EXISTING SANITARY LIFT STATION, TO BE REMOVED BY OTHERS

PROPOSED SANITARY LIFT STATION, TO BE INSTALLED BY OTHERS

SANITARY SEWER, ABANDON IN PLACE

FILL PIPE WITH FLOWABLE FILL

18 LFT WATERMAIN REMOVE

27 LFT WATERMAIN REMOVE

N P

O F

N G

, M I

R O

P A

R K

UD-1.01

23-028

3/25/25

BIDDING

PROTECT UTILITY POLE AND GUY WIRES

PROTECT HYDRANT

FUEL TANK SYSTEM TO BE REMOVED

AFTER NEW TEMPORARY LINE

CONNECTION IN PLACE

STORMWATER PIPE, PROTECT IN PLACE

STORMWATER INLET, REMOVE

EXISTING SANITARY FORCEMAIN, PROTECT IN PLACE

EXISTING COMMUNICATIONS LINE, PROTECT IN PLACE

ABANDON ELECTRICAL LINES

REMOVE ELECTRICAL BOX

UPDATED ELECTRICAL RISER,

SEE SHEET E1.1

APPROXIMATE LOCATION OF PROPOSED

FUEL TANKS

CUT AND CAP 1-1/2" WATERMAIN

231 LFT WATERMAIN REMOVE

STORMWATER PIPE, ABANDON

CUT FUEL LINES, FLUSH, AND

CAP FOR FULL REMOVAL IN FUTURE

TO PRESERVE CONCRETE WALK

REMOVE FUEL LINES

AND REMOTE FILL

NOTES:

1. IRRIGATION DEMO TO BE REMOVED DURING SITE

EXCAVATION, NO SALVAGE REQUIRED.

2. ALL PARKING LOT LIGHT FIXTURES AND

FOUNDATIONS TO BE REMOVED BY OTHERS (DTE).

4/16/25 1. ADD. 1

AutoCAD SHX Text

AutoCAD SHX Text S

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

W W W W

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

O H

ELEC

OH ELEC

0 59

595 590

SS SS

W W

TENNIS

COURTS

PUBLIC

PARKING

REMAIN

SIMONS

STREET

HURON

AVENUE

MDNR

BOATER

SERVICE

FUTURE MDNR MARINA

U E

ST ST ST ST ST

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

SS SS

W W

W W W W W W W W W W

W W

C O

M C

O M

C O

M C

O M

C O

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

UTILITIES PLAN LEGEND

PROPERTY LINE

EASEMENT

OHWM

PROPOSED WATER LINE

PROPOSED SANITARY

SEWER LINE

ABANDONED SANITARY

SEWER LINE

REMOVED STORM

SEWER LINE

PROPOSED CATCH BASIN

IRRIGATION MAIN LINE

IRRIGATION SLEEVE

IRRIGATION METER IN

RESTROOM UTILITY

ROOM

6" POP-UP DRAIN

NORTH

60300

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

P:\2023\23-028 LXUP\CAD\SHEETS\U-1.XX UTILITY PLAN.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

O F

N G

, M I

R O

P A

R K

U-1.01

23-028

3/25/25

BIDDING

53' OF 2" WATERMAIN, PVC

2 EA 1" - 45 DEGREE BEND

45' OF 1" WATERMAIN

SEE BUILDING MEP FOR MORE INFORMATION

59' OF 1" WATERMAIN

45' OF 1" WATERMAIN

1 EA 1"x1" TEE

1 EA 1" GATE VALVE AND BOX

1 EA FOOTWASH STATION

1 EA BACKFLOW PREVENTER

IN BUILDING

364' OF 8" HDPE SANITARY SEWER @0.60%

4' SANITARY SEWER MANHOLE

RIM:586.97

INV:579.97 S 8"

INV:580.07 E 8"

57' OF 8" HDPE SANITARY SEWER @0.60%

EXISTING 4' SANITARY MANHOLE

RIM:587.35

INV: 577.79 N 8" (PROPOSED)

INV: 577.69 E 12" (EXISTING)

2 EA 2" - 45 DEGREE BENDS

FUEL TANK, SEE SHEET F1.1

12' OF TRENCH DRAIN

10' OF TRENCH DRAIN

8' OF TRENCH DRAIN

12' OF TRENCH DRAIN

8' OF TRENCH DRAIN

12' OF TRENCH DRAIN

321' OF 2" WATERMAIN, PVC

1 EA FIRE HYDRANT ASSEMBLY

1 EA GATE VALVE AND BOX

1 EA 1" GATE VALVE AND BOX

1 EA FOOTWASH STATION

61' OF 1" WATERMAIN

1 EA 2" TAP AND SLEEVE

1 EA 2" GATE VALVE

CONTRACTOR TO FIELD LOCATE

AND VERIFY CONDITION OF EXISTING

WATERMAIN

2 EA 2" - 45 DEGREE BENDS

12' OF 2" WATERMAIN, PVC

NOTES:

1. IRRIGATION TO BE COMPLETED AS DESIGN-BUILD.

2. FOR SITE ELECTRICAL, SEE SHEET E1.1.

1 EA 6" POP-UP DRAIN

4/16/25 1. ADD. 1

AutoCAD SHX Text

X X

TENNIS

COURTS

PUBLIC

PARKING

REMAIN

SIMONS

STREET

HURON

AVENUE

FUTURE

MDNR

MARINA

MDNR

BOATER

SERVICE

USACE

BREAKWATER

580.5

FUTURE

MDNR

MARINA

SITE PLAN LEGEND

OF PROPOSED FEATURES

PROPERTY LINE

EASEMENT

OHWM

4" CONCRETE, TYP.

6" CONCRETE, TYP.

6" CONCRETE, W/ COLOR

& EXPOSED AGGREGATE

TYPE F3 CURB

TYPE D1 CURB

FLUSH CURB

ASPHALT PAVING

CRUSHED STONE

PAVING

REINFORCED TURF

RINGS

ENGINEERED WOOD

FIBER MULCH

BENCH

RELOCATED BENCH

FIXED PICNIC TABLE/ADA

FREE-STANDING PICNIC

TABLE/ADA

GRILL

SWING BENCH

DUMPSTER ENCLOSURE

FOOTWASH

FOOTWASH WITH

SHOWER

BIKE RACKS

LITTER RECEPTACLE

ASH URN / DOG BAG

DISPENSER

RELOCATED SCULPTURE

RELOCATED TIERNEY

BUST

LIGHT POLE (NIC: UNDER

SEPARATE DTE

CONTRACT)

BOLLARD LIGHT:

SEE SHEET E1.1

BOLLARD AT CIRCLE

DRIVE

RELOCATED LANDSCAPE

BOULDERS

TRENCH DRAIN

IN SIDEWALKS

REGULATORY SIGN

NORTH

60300

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

P:\2023\23-028 LXUP\CAD\SHEETS\LS-1.XX SITE PLAN.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

O F

N G

, M I

R O

P A

R K

LS-1.01

23-028

3/25/25

30'

BIDDING

ENLARGEMENT

LS-4.01

ENLARGEMENT

LS-4.02

ENLARGEMENT

LS-4.03

TIMBER

STAIRCASELS-5.03

LS-3.01

LS-3.02

LS-3.03

SEE SHEETS: A-1.01 THROUGH A-3.01

FOR RESTROOM BUILDING DETAILS

LS-3.02

LS-3.03

LS-3.01

FUTURE WORK: NOT IN CONTRACT,

PENDING USACE REVIEW

BOARDWALK PLAN

VIEW DETAILLS-5.04

4/16/25 1. ADD. 1

X X

32 52 82 105 121

72 86

94 103

49 64

63 80

23 34

69 87

122114

1 4

5 18 27

60 74

2 20

111 124

10251019

10131011

10871067

1073 1085

1023 1098

TENNIS

COURTS

PUBLIC

PARKING

REMAIN

SIMONS

STREET

HURON

AVENUE

FUTURE

MDNR

MARINA

MDNR

BOATER

SERVICE

USACE

BREAKWATER

580.5

FUTURE

MDNR

MARINA

NORTH

60300

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

P:\2023\23-028 LXUP\CAD\SHEETS\LS-1.XX SITE PLAN.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

C O

O L

O F

N G

, M I

R O

P A

R K

LS-1.02

23-028

3/25/25

BIDDING

NOTES:

1. SEE SHEET LS-1.03 FOR POINT TABLE.

4/16/25 1. ADD. 1

Point #

Northing

650028.2095

649973.2634

650080.1013

650086.1136

650041.1663

650007.1371

649991.1688

650144.3199

650042.9352

650003.7895

649939.0345

650004.6108

650036.2015

650262.6694

649906.3113

650215.1243

650185.7068

649863.6697

649908.7555

649995.1858

649931.6466

649923.2880

649870.2581

649864.3193

649985.8956

Easting

13613276.1922

13613284.3515

13613338.9303

13613339.1170

13613348.1535

13613351.6698

13613354.2501

13613355.7312

13613355.8482

13613356.4594

13613366.9846

13613369.2607

13613369.8187

13613370.0739

13613370.2837

13613370.5717

13613374.9885

13613377.0700

13613377.9069

13613378.0827

13613383.3764

13613384.3255

13613384.5302

13613385.0433

13613392.9517

Elevation

586.80

586.77

586.44

586.41

585.96

585.67

585.61

586.57

585.79

585.54

586.70

585.28

585.47

586.05

587.22

586.50

586.42

586.69

587.06

585.24

586.29

586.20

586.60

586.53

585.42

Point #

Northing

650144.8241

650315.7837

649901.1577

650296.2442

650211.7897

649943.6212

650195.6390

649917.5995

649953.1808

649913.0425

649940.5421

650393.0625

649926.3694

650370.0721

650139.4545

650389.3426

650382.0837

649958.6334

650216.4350

650200.3780

650266.3572

650234.5109

649931.9849

649855.4835

649923.9697

Easting

13613398.1591

13613409.4458

13613410.7373

13613411.9574

13613412.5244

13613414.0343

13613414.6608

13613420.2496

13613422.1039

13613424.2559

13613431.2977

13613431.5619

13613436.1370

13613437.8568

13613440.1885

13613442.1742

13613445.3285

13613446.4427

13613448.2095

13613450.3476

13613461.0643

13613463.0936

13613464.7239

13613464.9021

13613464.9207

Elevation

583.82

585.60

585.03

585.50

585.94

585.63

585.94

585.22

585.59

585.10

585.29

584.42

585.06

584.32

583.73

584.31

584.29

585.47

585.94

585.87

585.43

585.35

582.66

585.06

Point #

Northing

649946.0940

650297.6657

650400.7331

650231.3557

650002.0238

650155.5297

650306.8267

650269.2473

649963.3244

650238.2142

650426.2893

650299.2974

650213.9386

650326.9439

649925.1060

649951.8329

650311.9041

650407.2586

650199.9440

649966.9220

650318.7810

649915.4868

650373.6545

649960.1360

650332.5595

Easting

13613465.2662

13613467.2357

13613474.4120

13613474.9924

13613475.3402

13613479.3918

13613480.6754

13613481.3824

13613481.6863

13613482.7483

13613487.6993

13613489.2509

13613490.7200

13613491.1722

13613496.6032

13613501.7701

13613505.2126

13613507.9745

13613508.5564

13613509.0342

13613510.3157

13613512.3559

13613519.1116

13613519.7066

13613524.0768

Elevation

585.06

585.30

584.01

584.98

587.21

583.70

584.50

584.85

585.18

584.79

587.00

584.50

584.43

584.27

585.20

585.00

584.10

583.71

583.90

584.53

583.96

585.05

587.00

584.58

583.64

Point #

Northing

649890.2885

650354.8258

650169.6158

649831.9505

650015.8949

650342.9457

649855.6490

650397.0277

649915.0302

650050.2465

649951.0543

650017.8660

650111.1018

649921.1389

650006.8997

649848.3264

649971.6718

650021.6156

650002.0907

649953.9187

649954.2356

649921.4253

650114.7944

649925.6130

649852.1738

Easting

13613526.2143

13613528.9822

13613530.1769

13613531.3623

13613532.3240

13613534.8517

13613535.4066

13613535.4334

13613539.3653

13613543.8847

13613542.3770

13613546.3375

13613547.2243

13613548.8368

13613554.4725

13613555.2368

13613556.6879

13613560.3867

13613561.6795

13613563.3847

13613568.3746

13613570.4394

13613584.2473

13613632.0270

13613633.0368

Elevation

584.92

583.85

583.66

584.89

584.28

583.61

584.73

583.47

584.31

584.25

584.48

584.21

583.58

584.50

583.69

584.54

583.99

583.67

583.76

584.12

584.23

584.05

581.00

584.00

584.06

Point #

Northing

649921.7711

649905.3270

649867.1330

649838.9109

Easting

13613649.7944

13613651.0633

13613654.0103

13613656.1355

Elevation

583.84

583.79

583.75

584.06

Point #

Northing

650393.2772

650349.5626

650305.8479

650394.4449

650415.1695

650400.3699

650307.0156

650300.6070

650287.2709

649848.9212

650079.8892

650093.8923

649827.4979

650031.6868

650144.4102

649983.7552

649969.9412

650417.9478

650359.3962

650348.1176

650194.3539

649925.5626

650239.2992

650086.3252

650210.7705

Easting

13613168.7698

13613172.3016

13613175.8333

13613183.2227

13613187.0663

13613188.2619

13613190.2862

13613196.3219

13613197.3993

13613210.5300

13613211.3825

13613211.7972

13613212.1691

13613212.5738

13613216.1569

13613217.8135

13613220.0880

13613221.4542

13613223.1749

13613224.0861

13613224.9676

13613229.7815

13613231.4196

13613230.5386

13613232.2783

Elevation

585.10

585.39

586.30

585.22

585.11

585.23

586.26

586.36

586.14

596.77

590.79

596.70

590.81

590.53

590.84

591.10

584.89

585.05

585.24

590.30

591.24

589.34

590.68

589.74

Point #

Northing

649979.9276

650419.4026

650290.8085

649882.0913

650201.3160

649851.5914

649830.2254

650085.7926

650240.0024

649982.8523

649886.0742

650192.9464

650185.2536

649878.3769

650092.1613

650078.1877

650035.5247

650216.0010

650137.0083

649993.0976

649979.2835

649887.6648

650181.6780

650077.8626

650091.9224

Easting

13613237.6537

13613239.4609

13613241.1862

13613242.9600

13613243.3138

13613245.4280

13613247.0627

13613248.5307

13613252.7219

13613255.4170

13613254.3673

13613261.8250

13613265.2141

13613264.5593

13613269.2755

13613268.8621

13613269.9456

13613270.2764

13613273.1623

13613274.5543

13613276.8288

13613280.3113

13613281.0534

13613279.8425

13613278.7539

Elevation

590.65

584.93

585.95

591.38

589.77

594.18

593.88

590.31

588.58

590.30

592.36

590.28

589.28

592.54

590.11

588.87

589.76

590.10

590.11

591.31

589.41

586.95

588.75

Point #

Northing

650036.2594

649832.9528

649896.7046

650307.2153

650135.9757

650294.3461

649994.8848

649939.8072

649866.5759

649981.0708

650256.7380

650316.2689

650179.5776

650077.4645

650226.4398

649942.9903

649901.1306

649997.0686

650308.9609

650294.1297

650286.1050

649856.2055

650084.2309

649983.2547

650365.9174

Easting

13613280.9210

13613281.9563

13613284.5564

13613283.8251

13613282.5406

13613284.9730

13613285.4093

13613285.4898

13613287.7391

13613287.6837

13613288.4224

13613290.8757

13613290.2600

13613293.2923

13613295.3486

13613296.0277

13613297.2168

13613298.6730

13613299.7229

13613300.9211

13613300.9376

13613302.1261

13613300.4974

13613300.9480

13613303.8923

Elevation

586.78

592.42

590.70

585.57

588.82

585.73

586.81

590.37

591.00

586.47

587.10

585.41

588.90

587.91

588.00

587.04

590.42

587.91

585.47

585.70

585.96

589.94

587.78

587.95

584.78

Point #

Northing

649914.9359

650354.6420

650424.7778

649991.2989

650182.2048

650187.7336

649835.6803

650262.3311

650083.7216

649919.0287

649857.3325

650310.3953

650229.5562

650296.0622

650284.0339

649994.2233

649914.7992

650177.6331

650169.2028

650076.1608

650090.1545

650040.0953

649884.3977

650298.6849

650128.5779

Easting

13613304.2642

13613304.8426

13613305.9941

13613306.7173

13613313.5628

13613315.0119

13613316.8498

13613317.6666

13613318.4902

13613316.8121

13613319.6881

13613321.6920

13613323.0020

13613322.8363

13613322.8419

13613324.4781

13613325.5461

13613330.9292

13613336.1994

13613337.3332

13613337.7498

13613338.2782

13613337.1022

13613338.6769

13613341.1599

Elevation

587.39

584.88

585.09

587.60

587.83

587.60

589.98

587.10

587.42

588.39

588.58

585.29

587.34

585.45

585.57

587.28

588.54

586.90

586.62

585.92

585.94

585.63

588.50

585.32

586.07

Point #

Northing

650004.2232

649990.4093

650166.5648

649902.7362

649838.4077

649911.5261

649952.7861

649872.8850

649916.0321

650430.1531

649860.8505

650420.7784

650311.7298

650414.8025

650302.0268

650388.9862

650372.3210

650361.0522

650318.1799

650344.3773

649839.9691

650413.4153

650395.5422

649862.4149

650339.3349

Easting

13613342.1253

13613344.4007

13613347.8661

13613349.3612

13613351.7434

13613352.4956

13613352.9164

13613359.1152

13613364.6281

13613372.5273

13613372.9936

13613373.2847

13613379.2794

13613379.6707

13613380.0422

13613381.8072

13613383.1536

13613384.1856

13613384.9755

13613385.4112

13613386.6609

13613390.5141

13613390.7065

13613393.4396

13613395.2475

Elevation

585.36

585.29

586.45

587.52

587.32

587.11

586.06

586.71

586.83

585.19

586.83

585.13

585.23

585.07

585.30

584.56

584.52

584.54

585.17

584.58

586.40

585.00

584.59

586.09

584.64

Point #

Northing

650321.6628

650368.8441

649829.3464

650388.7081

649881.0189

650349.9213

649853.5878

649903.4835

649885.4835

649825.5810

649810.5610

649855.4835

649885.8496

649855.4835

Easting

13613397.9269

13613410.3747

13613419.7202

13613421.9940

13613424.2580

13613424.6250

13613434.9621

13613464.9021

13613467.3842

13613481.8128

13613494.9021

13613502.0760

13613512.9021

Elevation

585.60

584.47

584.99

584.56

584.61

584.73

583.94

584.43

583.94

584.37

583.94

584.43

EDGE OF PAVEMENT

MISC. POINTS

EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT

MISC. POINTS MISC. POINTS MISC. POINTS MISC. POINTS

NORTH

60300

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

P:\2023\23-028 LXUP\CAD\SHEETS\LS-1.XX SITE PLAN.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

C O

O L

O F

N G

, M I

R O

P A

R K

LS-1.03

23-028

3/25/25

BIDDING

SEE SHEET LS-1.02 FOR POINTS

THAT HAVE CHANGED

SCALE:

ROADWAY CURBS

1 1/2"=1'-0" DT-ROAD CURBS

A: RAISED TYPE F3 CURB B: FLUSH ROADWAY TYPE D1

CURB

EPOXY COATED #4 BAR

OMIT WHEN TIED TO OR CAST

INTEGRAL WITH PAVEMENT

41 2" 9"

4"4"

2" 13

R2"

9" 1'-

2'-0"

EPOXY COATED #4 BAR

OMIT WHEN TIED TO OR CAST

INTEGRAL WITH PAVEMENT

1'- 2"

R1 '-0

4" 10" 2'-6"

9" 41 2"

1/4"

PREMOLDED BITUMINOUS

JOINT FILLER

CAULKING SEALANT - COLOR

TO MATCH ADJACENT PAVING

1/2"

5/ 8"

SCALE:

CONCRETE CONTROL & EXPANSION JOINTS

3"=1'-0" DT-CJ and EJ

CONTROL JOINT EXPANSION JOINT

R 1/ 2"

SCALE:

6" REINFORCED CONCRETE

1 1/2"=1'-0" DT-CONC VEHIC

NO. 5 REBAR, 12" O.C.

6" 6"

COMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

R12"

FINISH GRADE 1"

BELOW ADJACENT

PAVING WHERE

ADJACENT TO

PLANTING AREA

NOTES

1. NO. 5 REBAR TO HAVE 3" CLEAR COVER

2. REBAR TO GRADE 60 STEEL

3. DOWEL ADJACENT POURS OF CONCRETE

4. SEE SPECIFICATIONS FOR CONCRETE TINT AND FINISH

4,000 PSI MIN. 28 DAY COMPRESSIVE

STRENGTH CONCRETE

SCALE:

4" CONCRETE

1 1/2"=1'-0" DT-CONC WALK

4" 6"

COMPACTED

AGGREGATE

BASE

COMPACTED

SUBGRADE

4,000 PSI MIN. 28 DAY

COMPRESSIVE

STRENGTH CONCRETE,

FIBER MESH REINFORCED

R12"

FINISH GRADE 1"

BELOW ADJACENT

PAVING WHERE ADJACENT

TO PLANTING AREA

SCALE:

CRUSHED STONE PAVING

1 1/2"=1'-0" DT-CRUSHED STONE WALK

6" 4"

1% MIN

CRUSHED STONE WITH

SURFACE BINDER

ADJACENT PAVING

COMPACTED

AGGREGATE BASE

SCALE:

ASPHALT PAVING

1 1/2"=1'-0" DT-ASPHALT TYP

112"

HMA 5EL

MDOT 22A

AGGREGATE

BASE

212"

HMA 3EL

ADJACENT

CURB, SEE

PLANS

SCALE:

REINFORCED TURF

1 1/2"=1'-0" DT-TURF GRID

COMPACTED

AGGREATE

REINFORCED

TURF RINGS

CONTRACTION JOINTS MUST BE PLACED EVERY 10' . EXPANSION JOINTS

MUST BE PLACED A MINIMUM OF 350' APART AND AT ALL RADIUS POINTS

ON CURVES.

SCALE:

BIOSWALE: UPSLOPE EDGE TREATEMENT

1 1/2"=1'-0" DT-FLUSH CURB

8" OF COMPACTED NO. 57 AGGREGATE

ON COMPACTED SUBGRADE

EXTEND COMPACTED AGGREGATE 6"

PAST EDGE OF CURB

ASPHALT PAVEMENT

3-4" DIA. RIP RAP

SEE RAIN GARDEN DETAIL - LP-5.01

CONCRETE CURB

SCALE:

TRENCH DRAIN IN CONCRETE

1"=1'-0" DT-TRENCH DRAIN

4" 4"

TRENCH DRAIN

CONCRETE, MATCH ADJACENT

EXPANSION JOINT

CONCRETE, PER PLANS

SLOPE SLOPE

NOTE:

1. HARDSCAPE CONDITION

VARIES, SEE PLANS

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

P:\2023\23-028 LXUP\CAD\SHEETS\LS-5.XX SITE DETAILS.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

N D

O F

N G

, M I

R O

P A

R K

LS-5.01

23-028

3/25/25

BIDDING

1 2

6 7 8 9

4/16/25 1. ADD. 14/16/25 1. ADD. 1

TYP. CROSSWALK

1/2"=1'-0" DT-CROSSWALK

2'-0" 1'-0"1'-0"

SEE TYPICAL

RAMP DETAIL,

#2/LS-5.02

O M

WIDTH VARIES

CURB

ASPHALT ROADWAY

NOTE: ALL ROADWAY STRIPING/MARKINGS TO MEET MDOT STANDARD

SCALE:

CONCRETE STAIRS AT PAVILION

1"=1'-0" HARDSCAPE/DT-CONC STAIRS

NOTE: ALL RISER

HEIGHTS TO BE EQUAL

78"

12"

3'- 6"

SCALE: 3"=1'

BOTTOM TREAD- STAIR CONDITION

1"1"

SCALE: 3"=1'

6" 6"

R 14 "

R1 12 "

REINFORCING : SUBMIT SHOP

DRAWINGS TO VERIFY REINFORCING

RECOMPACT SUBGRADE

EXPANSION JOINT AND SEALANT - CONT.

2" DIA X 12" DOWEL @

24" OC - SLEEVE ONE

SIDE ONLY

MED BROOM FINISH ON ALL

EXPOSED SURFACES

STAINLESS STEEL

TUBE RAILING

1" DETECTABLE STRIP

ROUT 18" DEEP EPOXY IN

PLACE BOTTOM TREAD

OF STAIR CONDITION

ONLY. COLOR TO BE 70%

DARKER THAN TREAD

EJ AND SEALANT

CONCRETE SURFACE

SCALE:

CONCRETE RAMP AT PAVILION

1/2"=1'-0" DT-RAMP AT PAVILION

1:12 SLOPE

PER PLANS

LANDINGS AT

RAIL TERMINUS,

2% SLOPE

PER PLANS

EQUALLY SPACE INTERMEDIATE RAILS,

MAX. SPACING PER MANUFACTURER

RECOMMENDATION

1'-0"

LANDING: 6'-0" TYP., 2% SLOPE

LANDINGS AT

RAIL TERMINUS,

2% SLOPE

PER PLANS

" M

RAMP: 24' LENGTH

1'-0"

STAINLESS STEEL

TUBE RAILING

SCALE:

SIDEWALK RAMP DETAIL

NTS DT-RAMP

CONCRETE SIDEWALK

DETECTABLE WARNING SURFACE,

ACROSS FULL WIDTH, TYP.

BLEND RAMP WITH EXISTING CURB

RAMP SLOPE 1:12 MAX. (TYP)

ROADWAY RAMP: 6'-0" TYP. SIDEWALK

SECTION A-A

CONCRETE CURB RAMP

24"

VARIES

RETURN CURB

NOTE: CROSS-SLOPE OF ALL WALKWAYS AND SIDEWALK RAMPS TO BE 1.5% TYPICAL, 2% MAX.

SCALE:

ADA RAMP SECTION

1"=1'-0" DT-ADA RAMP SECTION3

COMPACTED AGGREGATE

SUBBASE

2" CLEAR

EPOXY COATED NO. 5

REBAR, CONTINUOUS

2" C

1/2" RADIUS, TYP.

FIBER-REINFORCED CONCRETE

PAVING, 2% CROSS-SLOPE, TYP.

MDOT CLASS II SAND BASE

3" C

1'-0"

1'- 0"

1'-0"

2" CLEAR

2" C

3" C

AR 8"

1:1 1:1

6'-0"

STAINLESS STEEL

HANDRAILS, MUST MEET

LOCAL BUILDING CODE

REQUIREMENTSPOSTS TO BE CORE DRILLED OR

PLACED IN SLEEVES, SET WITH EPOXY

COVER PLATE. FOUR (4) 1

2" DIA.

EXPANSION ANCHORS INSTALLED PER

MANUFACTURERS INSTRUCTIONS

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

P:\2023\23-028 LXUP\CAD\SHEETS\LS-5.XX SITE DETAILS.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

N D

O F

N G

, M I

R O

P A

R K

LS-5.02

23-028

3/25/25

BIDDING

4/16/25 1. ADD. 1

BOARDWALK PLAN VIEW DETAIL

NOT TO SCALE DT-BOARDWALK PLAN

108'-2"

136'-8"

40'-0"

14'-2" 5'-9"

10'-0"

4'-0"

10'-0"CL

NOTE: DIMENSIONS ARE APPROXIMATE

FOR REFERENCE, SUBJECT TO FINAL

SHOP DRAWINGS.

BOARDWALK

DETAILS

1-4

SM-5.01

NORTH

BOARDWALK-

EXISTING SEA

ATTACHMENT

SM-5.02

BOARDWALK

RAILING

SM-5.03

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

P:\2023\23-028 LXUP\CAD\SHEETS\LS-5.XX SITE DETAILS.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

N D

O F

N G

, M I

R O

P A

R K

LS-5.04

23-028

3/25/25

BIDDING

berm A approx. 207

berm C approx. 91 CY

B1 B1

B1 B2

E1.1

NEW RESTROOM

BUILDING

EXISTING BOATER

SERVICE BUILDING

1 / E0.1

3 / E0.1

1 / E0.1

EXISTING METER

EXISTING PANEL

RV PEDESTALS63 / E1.1

FRONT BACK

EXISTING

PANEL

EXISTING MOUNTING

STRUCTURE

EXISTING

METER

TO EXISTING UTILITY TRANSFORMER

PED

(1) 50A 240V & (1) 30A 120V

UNMETERED RV RECEPTACLES

- 120V GFCI MAINTENANCE

OUTLET

N/A 9W LED W/

INTEGRAL

PHOTOCELL

N/A POST MOUNTED HYPOWER

ENERGYMATE RV

OR APPROVED

EQUAL

RV PEDESTAL LEGEND

OTHER NOTES:

• PEDESTALS SHALL HAVE A CLEAR LENS.

• PEDESTALS SHALL HAVE (1) INTEGRAL kWH METER.

SYMBOL SIDE 1 SIDE 2 LIGHTING

OTHER

UTILITIES MOUNTING MODEL #

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:

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

H A

R B

O R

P A

R K

U P

G R

A D

E S

L E

G T

O N

NORTH

4/16/25 1. Add. 1

24060

E1.1

03/24/25

E L E

C T

A L P

L A

P A

R K

AJG

SCALE: 1" = 30'-0" (WHEN PRINTED FULL SCALE ON 24"X36")E1.1

1 ELECTRICAL PLAN - PARK SITE

NORTH0' 15' 30' 60' 120'

SCALE: 1/8" = 1'-0" (WHEN PRINTED FULL SCALE ON 24"X36")E1.1

2 ENLARGED ELECTRICAL PLAN - RV PEDESTAL

0' 15' 30' 60' 120'

NORTH

ELECTRICAL NOTES

NUMBERED NOTES

1 LIGHTING SHALL BE FED FROM PANEL LOCATED INSIDE NEW RESTROOM BUILDING. CONTRACTOR SHALL COORDINATE EXACT LOCATION AND CONTROLS WITH RESTROOM BUILDING ELECTRICAL DESIGNER. INSTALL 120V 'A30' CIRCUITRY FOR LIGHTING BRANCH CIRCUIT.

2 TYPICAL, UNDERGROUND BRANCH CIRCUITS FOR PARK LIGHTING. SEE REFERENCED DITCH DETAIL FOR ADDITIONAL INFORMATION.

3 TYPICAL, SEE REFERENCED LIGHT BOLLARD DETAIL FOR ADDITIONAL INFORMATION.

4 CONNECT FLAG POLE LIGHTING TO NEW PARK LIGHTING CIRCUIT. DESIGN INTENT IS FOR THE EXISTING CONDUIT AND CIRCUITRY TO BE REUSED AS PRACTICAL. COORDINATE WITH EXISTING CONDITIONS. CONTRACTOR SHALL PERFORM A VISUAL INSPECTION OF THE CONDUCTORS AND CONDUIT THAT IS INTENDED TO BE REUSED. CONTRACTOR SHALL PERFORM INSULATION INTEGRITY TESTING (I.E. MEGGER TESTING) OF THE CONDUCTORS THAT ARE INTENDED TO BE REUSED. CONTRACTOR SHALL REPORT ALL FINDINGS TO THE ENGINEER FOR APPROVAL TO REUSE THE

EXISTING CONDUCTORS AND CONDUIT.

5 NEW FLAG POLE LIGHT MOUNTED TO RELOCATED FLAG POLE. REWORK EXISTING CIRCUITRY TO NEW POLES AS PRACTICAL. COORDINATE EXACT

LOCATIONS AND MOUNTING HEIGHTS WITH SITE DESIGNER AND EXISTING FLAG POLES.

6 INSTALL NEW WALL-MOUNT RV POWER PEDESTALS TO THE BACKSIDE OF EXISTING MOUNTING STRUCTURE. INSTALL NEW 'B50' CIRCUITRY FROM EXISTING PANEL TO EACH PEDESTAL. CONTRACTOR SHALL REPLACE ALL EXISTING BRANCH BREAKERS WITH NEW 50A, 2-POLE GFCI BREAKERS.

COORDINATE WITH EXISTING PANELBOARD. SEE REFERENCED DETAIL FOR ADDITIONAL INFORMATION.

7 EXISTING EQUIPMENT TO REMAIN.

8 TYPICAL, RECEPTACLES INTEGRAL TO LIGHT BOLLARD 'B2'. RECEPTACLES SHALL BE FED SEPARATE FROM BOLLARD LIGHTING CIRCUIT.

COORDINATE LOCATIONS WITH SITE DESIGNER.

9 RECEPTACLES SHALL BE FED FROM PANEL LOCATED INSIDE NEW RESTROOM…

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