Lac Vieux Desert Band of Lake Superior Chippewa Indians

LVD Plaza Parking Lot Construction

Cheyenne Malison

Community Development Director/Planner P.O. Box 249

4698 US Hwy 45 Watersmeet, MI 49969

Cheyenne.malison@lvd-nsn.gov

REQUEST FOR PROPOSAL

Date Released: Thursday, April 30, 2026

Due Date and Time: Monday, June 1, 2026 at 3:00 p.m. (CST) mailto:Cheyenne.malison@lvd-nsn.gov

I. INTRODUCTION

The Lac Vieux Desert Band of Lake Superior Chippewa Indians (“Tribe” or “LVD”) is seeking proposals from qualified contractors (“Contractor”) in the reconstruction of the LVD Plaza parking lot (“Project”). The Project includes the removal and pulverization of existing pavement, elimination of drainage issues, applying aggregate base, sidewalk replacement, and bituminous surfacing in accordance with the Wickwire P.C. LVD Plaza Parking Lot Reconstruction Engineering Plans.

The Tribe LVD is a federally recognized Indian Tribe whose reservation is in Watersmeet, Michigan. Bordering Wisconsin, LVD is in the far southwest region of the Upper Peninsula of Michigan. While geographically isolated, Watersmeet is home to a vast watershed comprised of the Ontonagon River flowing North into Lake Superior, the Wisconsin River flowing South into the Mississippi River, and the Paint River flowing East into Lake Michigan. Watersmeet also hosts the Cisco Chain of Lakes with 15 interconnected lakes comprising over 270 miles of scenic shoreline. This is “where the waters meet.”

While isolated, this area of Michigan’s Upper Peninsula boasts immense forests of spruce, balsam, maple, birch, and aspen. The 4,200-acre boundary lake Lac Vieux Desert is the headwaters of the Wisconsin River, nestled between the Ottawa and Nicolet National Forests and furnishing a solitary landscape of spring-fed lakes, streams, rivers, and waterfalls. Watersmeet’s healthy watersheds reduce flood risk, support crops, filter pollutants, mitigate effects of climate change, and boost human wellbeing. Human actions upstream have consequences downstream, cementing Watersmeet as an area imploring environmental preservation and protection.

LVD owns and operates various businesses which contribute to the fabric of the Watersmeet and LVD community by employing 469 individuals while providing resources, innovation and the education necessary to address community needs.

LVD’s diverse revenue streams provide funding to operate essential government services including a wide array of housing ranging from low-income rentals to homeownership. LVD’s businesses include the Lac Vieux Desert Northern Waters Casino and Resort (“Northern Waters”) providing the following area amenities:

• Northern Waters Casino – 25,000 sq. feet of Vegas style gaming floor home to over 500 gaming machines, table games, and more.

• Dancing Eagles Hotel – 132 rooms with an indoor pool connected to Northern Waters Casino.

• Sugar Bush Restaurant – A Northwoods themed sit-down restaurant.

• Lac Vieux Desert Golf Course – 18-hole course covering 200 acres of the Ottawa National Forest with ponds and woodlands throughout with two of the ponds producing area restocking programs for trout and walleye.

• Lac Vieux Desert Fanatics Sportsbook – A full-service retail sport betting lounge

• Lac Vieux Desert Citgo – A gas station/convenience store located within the Northern Waters Casino Resort footprint

Additional LVD business enterprises include:

• Tribal Economic Development Holdings, LLC with subsidiaries Big Picture

Loans, LLC and Ascension Technologies, LLC; two businesses which establish the Tribe as a leader in the consumer financial services space, providing management and consulting services to a vast array of Tribal and non-Tribal businesses throughout the country

• Wiiyaas Miinawaa Gitigaanens, LLC dba LVD Plaza and LVD Bar and Grill – A local grocery store, gas station, bar and grill, car wash, and laundromat.

Goals The goal of this Project is to continue beautification efforts for the LVD Plaza, which is located at the corner of US 2 and US 45 in Watersmeet, MI. Since the acquisition of the property and business formerly Nordine’s in late 2022, the Tribe has increased efforts to bring the building up to date and create a safe location for Tribal Members and community members to shop, eat, and access essential services.

This Project focuses on reconstructing the shared parking area that serves a variety of businesses such as the LVD Plaza, a full service grocery store and contains Citgo gas station and car wash; LVD Bar & Grill; a laundromat; the United States Postal Service; and the on-site Michigan Department of Transportation Ride share area in a manner that improves functionality, safety, and overall site appearance.

II. SCOPE OF WORK

The proposal submitted for this Project must include all the items identified in the accompanying project specifications for Contractor services to complete the Project.

See Attachment A – Scope of Work.

III. DESCRIPTION OF AREA

LVD is a federally recognized Indian tribe located in Watersmeet, Michigan, within Gogebic County. The Tribe’s reservation and fee land (totaling approximately 1,869 acres) is surrounded by the Ottawa National Forest. The Tribe comprises 883 members, with approximately 440 residing within the Tribe’s service area, which includes Gogebic, Iron, and Ontonagon counties in Michigan, and Vilas County in Wisconsin.

The Project area consists of a shared parking and access area located at the intersection of US 2 and US 45 in Watersmeet. The site serves a variety of businesses such as the LVD Plaza, a full-service grocery store and contains Citgo gas station and car wash; LVD Bar & Grill; a laundromat; the United States Postal Service; and the on-site Michigan Department of Transportation Ride area and bus stop.

Hours of Operations are as follows:

LVD Plaza (Grocery Store/Gas Station) Monday – Saturday 7:00 a.m. – 8 p.m. (CST) Sunday 8:00 a.m. – 7 p.m. (CST) *Hours vary based on seasonality

LVD Bar & Grill Bar: 12:00 p.m. – 10:00 p.m. (CST) Daily Grill: Sunday – Thursday 8:30 a.m. – 2 p.m. (CST) / Saturday 8:30 a.m. – 7 p.m.

(CST)

*Hours vary based on seasonality

Laundromat 8 a.m. – 7 p.m. (CST) Daily

Post Office Monday - Friday 9 a.m. – 12:30 p.m. / 1:30 p.m. – 4 p.m. (CST) Saturday 9:15 a.m. – 10:45 a.m. (CST)

LVD Plaza parking lot access is available at both US 2 and US 45, the parking lot provides customer and employee parking, delivery access, pedestrian circulation, and transit access for the LVD Plaza businesses, all of which remain operational during varying hours throughout the day and week.

In addition to highway and local traffic, the LVD Plaza parking lot is influenced by seasonal recreational use associated with a snowmobile and ATV trail located behind the LVD Plaza’s car wash, which generates additional vehicular and pedestrian traffic during peak seasons. The LVD Plaza parking lot is highly visible and experiences consistent local and regional traffic due to its location at the junction of two state highways and its role in serving daily needs for Tribal members, residents, commuters, and visitors.

Existing conditions reflect a mix of vehicular movements, pedestrian activity, transit use, service access, and recreational traffic within a confined area requiring careful coordination of construction phasing, safety measures, and access management.

IV. REQUEST FOR PROPOSAL DOCUMENTS

Contractors should carefully examine Request for Proposal documents to familiarize themselves with applicable requirements prior to submitting a proposal. All questions during the proposal period should be forwarded, in writing, Cheyenne Malison, Community Development Director/Planner at Cheyenne.malison@lvd-nsn.gov.

V. PRE-QUALIFICATIONS

All Contractors submitting proposals must be licensed to do business in the State of Michigan and have the experience, licenses, certifications, and necessary resources to provide services for LVD’s current and future operations.

VI. PROPOSAL SUBMISSION GUIDELINES

Key Dates The following table outlines LVD’s key dates and events in this RFP process.

Activity Date RFP Distribution Thursday, April 30, 2026 Site Visit (Optional) Wednesday, May 13, 2026 Proposal Submission Deadline Monday, June 1, 2026 Proposal Review Friday, June 5, 2026 Selection of Contractor To be determined by Tribal Council

LVD reserves the right to extend the submission deadline, or any other deadline or date indicated in the RFP if the extension is in the best interest of LVD.

Submission of a proposal will be construed to imply agreement in advance to the services outlined in the enclosed materials. Brochures, photos, figures, annual reports, or any other appropriate printed material may be included in your proposal.

Required Proposal Information

a) Provide a (1-2 page) cover letter providing a summary of your organization’s qualifications and approach to completing the tasks outlined in the Scope of Work.

b) Provide a (1-2 page) contractor profile/overview of your organization, including relevant experience in similar projects, and a comprehensive working knowledge of parking lot construction. Please also include information on your core organizational values, other relevant information, and comments on the stability of your organization.

c) Provide a (1-2 page) identification of key staff who will be responsible for overseeing the relationship between your organization, LVD and LVD Plaza businesses. Include the key relationship manager, day-to-day contact(s) and any other team members that would be involved in managing successful mailto:Cheyenne.malison@lvd-nsn.gov projects and professional relationships.

d) Provide a detailed project schedule outlining the construction phases and overall timeline. The schedule should clearly identify major milestones, sequencing of work activities, anticipated durations, and any dependencies critical to maintaining safe and continuous business operations. Be sure to detail the methods your organization will employ for each item listed under Attachment A.

e) Complete the Bid Schedule within Attachment C.

Note: When preparing the bid, the following items should be taken into account: The Tribe is exempt from State of Michigan sales tax; therefore, all materials purchased within Michigan for the project will not be subject to sales tax.

f) Identify any ongoing, pending, or resolved legal proceedings, i.e. arbitration, complaint (or other court action) filed against your organization for all projects or any individual related to the work of your organization within the last five (5) years.

g) In Appendix A of the Proposal Submission, confirm that the Scope of Work (see Attachment A) is within your scope of services.

h) In Appendix B of the Proposal Submission, submit a Business Safety and Operations Accommodation Plan (“Plan”) which will describe how the company and any subcontractors will maintain safe conditions and accommodate ongoing operations for the multiple business of LVD Plaza throughout construction.

The Plan shall address coordination of construction phasing, pedestrian and vehicular safety, and uninterrupted access for customers, employees, deliveries, emergency services, and transit users. The Plan must account for site access from both US 2 and US 45, the on-site MDOT Ride Share area, seasonal snowmobile and ATV traffic accessing the trail located behind the Plaza. The Plan should demonstrate a clear approach to maintaining access, parking availability, ADA-compliant routes, traffic control, communication with business operators, and coordination with other contractors to minimize disruption and ensure public safety. The Plan should also outline key communications such as public notices, coordination meetings with business operators, and planned updates to the Tribe.

The adequacy and completeness of the Plan will be considered during proposal evaluation and scored based on the ranking criteria in Section X.

i) In Appendix C of Proposal Submission, provide at least three professional references who can speak about your companies’ qualifications and previous work, particularly in relation to parking lot construction projects.

The content of all proposals will remain confidential throughout the selection process and afterward. Copies of any proposals will not be shared with other respondents.

VII. PROPOSAL STANDARDS

Respondents are required to submit an original proposal electronically through EUNA Bonfire. Each page of the proposal must clearly identify what company the proposal is from. Proposals will be accepted Thursday, April 30, 2026 until Monday, June 1, 2026 at 3:00 p.m. (CST) in the following forms:

1. Electronically through the EUNA Bonfire link.

2. Email Submission:

RFPResponse@lvd-nsn.gov

Proposals received after the deadline will not be accepted and will be returned to the respondent unopened. Final selection will be made based on our evaluation of the criteria outlined in Section XI of this RFP.

Preparation Costs LVD shall not be responsible for proposal preparation costs, nor for the cost, including attorney fees associated with any administrative, judicial, or other type of challenge to the determination of the selected proposer and/or award of the contract and/or rejection of the proposal. By submitting a proposal, each respondent agrees to be bound in this respect and waives all claims to such costs and fees.

Bond Requirements All bids shall be accompanied by a certified check or bid bond in the amount of five

(5) percent of the amount of the gross bid payable to the Lac Vieux Desert Band of Lake Superior Chippewa Indians, as liquidated damages for breach of contract if the bidder refuses or neglects to enter into the contract as per their bid. A copy to be uploaded into the bid submission portal, the physical bid bond to be received by the Tribe by the proposal due date, Monday, June 1, 2026 via certified mail.

VIII. TERMS OF CONTRACT

Proposals will be accepted from non-Indian as well as Indian-owned economic enterprises, organizations, or individuals. In accordance with applicable law, the Tribe will provide preference to all qualified Indians and Indian-owned economic enterprises, organizations, or individuals.

mailto:RFPResponse@lvd-nsn.gov

Any bidder seeking Indian Preference in this award must provide evidence satisfactory to the Tribe that it is not less than fifty-one percent (51%) Indian owned, operated and controlled.

The Tribe reserves the right, in its own discretion, to accept or reject any/all responses, to waive any irregularity and/or informality in any response and to request and receive additional information from any supplier when such acceptance, rejection, waiver or request is in the best interest of the Tribe.

The Tribe will enter into a contract with the Contractor that best preserves the sovereign immunity of the Tribe.

Any bidder must commit to consistently maintaining and allocating sufficient staffing resources to provide timely service for the project’s needs.

Any bidder must maintain staff that are qualified and available to provide specialized technical expertise in various disciplines, as necessary.

The Tribe reserves the right, despite the application of Indian Preference as noted above, to select the contractor with the proposal that the Tribe believes, in its sole and absolute discretion, provides the greater benefit in light of the estimated cost.

The Tribe reserves the right to decline to select a Contractor for this Project.

The contract will not create an employment relationship. Neither the Contractor, nor any of the employees thereof, who perform work under the contract will be in any way considered employees of the Tribe.

The costs of travel to and from the Tribe, if required, and other related travel expenses will be borne by the Contractor and will not be reimbursed separately from the fee to be awarded under the Contract.

IX. DOCUMENTATION

Failure to provide sufficient information for the evaluation criteria will result in the loss of points or being deemed unresponsive. The Tribe reserves the right to verify the validity of all information provided.

X. RANKING CRITERIA

Award of the contract resulting from this RFP will be based upon the most responsive and responsible Contractor whose bid and Project design will be the most advantageous to the Tribe in terms of cost, functionality, and other factors as specified below. This evaluation will be calculated in accordance with the following evaluation criteria and the respective point values assigned. Consideration of the award will be determined based on the accumulation of points.

Evaluation Criteria Points

1. EXPERIENCE 25

The company’s principal and key personnel have at least fifteen (15) years’ experience 25

The company’s principal has fifteen years’ experience, and the key personnel have at least ten (10) years’ experience.

The company’s principal and key personnel have at least ten (10) years’ experience. 15

The company’s principle and key personnel have less than ten (10) years’ experience. 10

2. PRICING 20

The company is the lowest responsive bidder. 20

The company is the second lowest responsive bidder. 16

The company is the third lowest responsive bidder. 12

All others. 8

3. APPENDIX B: BUSINESS SAFETY & OPERATIONS ACCOMMODATION PLAN

Proposals will be evaluated on the quality, completeness, and feasibility of the Business Safety & Operations Accommodation Plan (“Plan”), as submitted in Appendix B.

The Plan is thorough, site specific, and clearly addresses LVD Plazas various business operations, access from US 2 and US 45, MDOT Ride Share area, seasonal snowmobile/ATV traffic, pedestrian and vehicular safety measures, coordination of phasing, uninterrupted access for customers, employees, deliveries, emergency services, and transit users and adaptability.

The Plan adequately addresses required elements but lacks details, site specific clarity, or proactive coordination strategies.

The Plan is incomplete, overly generic, or fails to demonstrate how LVD Plaza business operations and safety will be maintained.

No Plan was submitted. 0

4. REFERENCES 10

LVD will randomly choose a select number of references from each company’s proposal and contact the selected references and ask the same pre-determined questions. Based upon the scoring of the responses, an average will be determined and the appropriate points awarded to the respondent’s proposal.

Contractor’s receiving an average of 5 points will receive 10

Contractor’s receiving an average of 3 points will receive 6

Contractor’s receiving an average of 2 points will receive 0

XI. POST AWARD REQUIREMENTS

Following award and prior to execution of the contract or issuance of a Notice to Proceed, the successful Contractor shall provide a Certificate of Insurance evidencing such coverage and naming the Tribe and WMG as an additional insured, as required.

Insurance coverage shall be maintained in full force throughout the term of the Contract. Contractor will also need to submit bonding, a construction schedule, safety plan, and documentation regarding erosion control measures.

Certificates of Insurance are not required at the time of proposal submission but will be required from the successful Contractor prior to contract execution.

Attachment A

Scope of Work

The Contractor shall furnish all labor, materials, equipment, supervision, and incidentals necessary to complete the reconstruction and improvement of the shared parking area serving the LVD Plaza located at the intersection of US 2 and US 45 in Watersmeet, MI. The work shall be performed in accordance with the Wickwire P.C. LVD Plaza Parking Lot Reconstruction Engineering Plans and applicable standards, while maintaining public safety and accommodating ongoing business operations to the greatest extent practicable.

1. General Project Requirements

a. Perform all work in accordance with the Contract documents, applicable federal, state, tribal, and local regulations and the Wickwire P.C. engineering plans.

b. Coordinate construction activities to maintain safe and continuous access for customers, employees, deliveries, emergency services, transit users, and recreational users throughout the duration of the Project.

c. Maintain vehicular access to the site from both US 2 and US 45 unless otherwise approved in writing by the Tribe.

2. Pavement Removal, Pulverization and Subgrade Preparation

a. Remove and pulverize existing asphalt pavement within the Project limits as shown on the Wickwire P.C. engineering plans.

b. Address unsuitable subgrade conditions as encountered to support long-term pavement performance.

c. Prepare the site to receive new aggregate base and pavement sections in accordance with the plans and specifications in the Wickwire P.C. Engineering plans.

3. Drainage Improvements

a. Eliminate existing drainage issues identified within the Project area.

b. Install, modify, or regrade drainage features as necessary to promote proper surface runoff and prevent ponding.

c. Coordinate drainage improvements with pavement grades, sidewalks, and access points to ensure functionality and safety.

4. Aggregate Base and Bituminous Surfacing

a. Furnish and place aggregate base material to the specified thickness and compaction requirements shown in the Wickwire P.C. engineering plans.

b. Install bituminous surfacing in accordance with Wickwire P.C. engineering plan specifications, including proper placement, compaction, and finishing.

c. Ensure finished pavement surfaces provide smooth transitions, appropriate slopes, and safe circulation throughout the Project area.

5. Sidewalk Removal and Replacement

a. Remove and replace existing sidewalks within the Project area as shown on the Wickwire P.C. engineering plans.

b. Construct sidewalks to meet applicable accessibility requirements, including ADA-compliant grades, widths, and connections.

c. Maintain safe pedestrian access to businesses throughout construction through phased work or temporary routes.

6. Parking Lot Layout, Striping & Site Features

a. Reconstruct parking areas, drive aisles, and access points to improve circulation and safety for multiple active businesses.

b. Install pavement markings, striping, and signage consistent with the engineering plans and applicable standards.

c. Restore or improve site organization for customer parking, deliveries, transit use, and pedestrian movement.

7. Access, Traffic Control & Safety

a. Implement and maintain traffic control measures to safely manage vehicle and pedestrian movement within and adjacent to the Project area.

b. Always maintain emergency vehicle access.

c. Account for seasonal snowmobiles and ATV traffic accessing the trail located behind the plaza, including safe interaction with construction activities.

8. Business Operations Accommodation

a. Perform Work in a manner that accommodates multiple businesses with varying hours of operation, including retail, food service, postal services, and transit users.

b. Sequence construction activities to minimize impacts during peak business hours.

c. Maintain reasonable parking availability throughout construction using phased work or temporary parking arrangements as appropriate.

d. Communicate regularly with the Tribe and LVD Plaza business operators regarding construction schedules, access changes, and anticipated impacts.

9. MDOT Ride Share Area

a. Maintain safe and functional access to the on-site MDOT Ride Share area throughout construction.

b. Coordinate construction phases to minimize disruption to ride share users.

c. Restore pavement markings, signage, and circulation within the Ride Share area consistent with overall site improvements.

10. Coordination with Other Contractors

a. Coordinate construction activities with a separate contractor performing removal and replacement of underground fuel storage tanks at the gas station.

b. Schedule and sequence Work to avoid conflicts and maintain overall site safety.

c. Incorporate coordination efforts into the construction schedule and Business

Safety & Operations Accommodation Plan.

11. Beautification & Site Appearance

a. Perform Work with consideration for site aesthetics, recognizing the Project area as a highly visible community gateway.

b. Maintain a clean, orderly, and professional worksite throughout construction.

c. Deliver a finished site that is cohesive, functional, and visually appealing.

12. Business Safety & Operations Accommodation Plan

a. Implement the approved Business Safety & Operations Accommodation Plan throughout construction.

b. Update the Plan as necessary to address changing site conditions, seasonal traffic, or unforeseen operational conflicts, subject to Owner approval.

13. Project Closeout

a. Restore all disturbed areas to equal or better conditions upon completion of the work.

b. Remove temporary traffic control devices, signage, and construction materials upon Project completion.

c. Provide final inspections and closeout documentation in accordance with the

Contract.

Please confirm that the above requirements are within your scope of services and provide a sample of your full scope of services, as Appendix A, with the addition of the names and expertise of individuals within your company who would perform these tasks. Please also submit as Appendix B submit a Business Safety and Operations Accommodation Plan which will describe how the company and any subcontractors will maintain safe conditions and accommodate ongoing operations for the multiple business of LVD Plaza throughout construction. Please see Section V and VI for more details related to proposal submittal.

Attachment B

Wickwire P.C. Engineering Plans

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GAS

LAC VIEUX DESERT BAND OF LAKE SUPERIOR CHIPPEWA INDIANS

LVD PLAZA PARKING LOT RECONSTRUCTION

4576 US HIGHWAY 2

WATERSMEET, MI 49969

WICKWIRE PROJECT NO. 25034

LAC VIEUX DESERT BAND OF LAKE

SUPERIOR CHIPPEWA INDIANS

N4698 US HWY 2

WATERSMEET, MI 49969

WICKWIRE, P.C.

715 SELDEN RD

IRON RIVER, MI 49935

906.265.9865

PROJECT LOCATION

G-01

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FINAL PLANS2 08/20/2025

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PROJECT LIMITS

US-2

US-45

US-453RD ST

US-2

LVD PLAZA

CAR WASH

KRIST OIL

CLIENT REVIEW1 08/08/2025

REMOVE ASPHALT PAVEMENT

CRUSH AND SHAPE ASPHALT PAVEMENT

FENCE - GENERAL

S SANITARY MANHOLE / ACCESS

UTILITY SYMBOLS

HATCH SYMBOLS

GENERAL SYMBOLS

TREE

BUILDING / STRUCTURE

EXISTING (SCREENED)

PROPOSED (BOLD)

SILT FENCE

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UNDERGROUND ELECTRICAL LINE

SIGN AND POST

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ELECTRICAL SERVICE PEDESTAL

ELECTRICAL TRANSFORMER (GROUND MOUNTED)

JOBSITE SECURITY FENCING

EXISTING CONTOUR

PROPOSED CONTOUR

SANITARY SEWER

SANITARY CLEANOUT

WATERMAIN

CURBSTOP

OVERHEAD ELECTRICAL LINE

GAS LINE

WATER WELL

BOLLARD

PARKING BARRIER

PROPERTY BOUNDARY

SOIL BORING/PAVEMENT CORES

CONTOUR SYMBOLS

If this scale bar does not measure 1" then drawing is not original scale.

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DWG. NO.

ISSUE DATE FOR

WICKWIRE, P.C.

715 Selden Road

Iron River, MI 49935 tel 906-265-9865 wickwiresolutions.com

Sheet No:

Project No:

Approved By:

Drawn By:

Checked By:

Designed By:

08/04/2025

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UNDERGROUND FIBER

UTILITIES

THE UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE BASED ON OLD PLANS AND CONVERSATIONS WITH LOCAL MUNICIPAL AUTHORITIES. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING/VERIFYING A MISSDIG811 LOCATE PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRIVATE AND PUBLIC UTILITIES NOT SHOWN ON THE MISSDIG811.

EARTHWORK

EARTHWORK QUANTITIES ARE COMPUTED USING AUTOCAD SOFTWARE AND ARE BASED UPON GROUND SURVEY INFORMATION.

BASES

CONTRACTOR IS TO VERIFY THAT A MINIMUM OF 8" OF CRUSHED AGGREGATE BASE IS COMPACTED IN PLACE (CIP) PRIOR TO PAVING. IF ADDITIONAL BASE IS REQUIRED, THE CONTRACTOR IS TO ADD MDOT 22A TO THE BASE MATERIAL UNTIL OBTAINING THE REQUIRED

AGGREGATE BASE DEPTH.

CRUSH AND SHAPE HMA PAVEMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST RECENT VERSION OF THE MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION.

SEEDING

THE SEED MIXTURE SHALL BE PER THE MDOT SEED MIXTURE THM ACCORDING TO THE MOST RECENT VERSION OF THE MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION.

FERTILIZER

CONTRACTOR IS TO PROVIDE AND INSTALL FERTILIZER IN ACCORDANCE WITH SECTION 917.09 OF THE MOST RECENT VERSION OF THE

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

MULCH

PROVIDE MULCH BLANKETS IN ACCORDANCE WITH THE LATEST VERSION OF THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

MULCH BLANKETS ARE TO BE ANCHORED.

STEWARDSHIP / ARTIFACT NOTE

IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE / PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTER, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION: AND MODERN ARTIFACTS, SUCH AS FORTS, RELICS, AND OTHER ARTIFACTS RELATING TO THE

HISTORIC, COLONIAL, TERRITORIAL AND EARLY STATEHOOD PERIODS.

SOIL BORINGS

TABLE 1 BELOW INCLUDES EXISTING PAVEMENT/SOIL BORING INFORMATION FOR THE PROJECT SITE. SEE DRAWING C-01 FOR BORING

LOCATIONS.

FLAG POLE CULVERT

CONCRETE

GRAVEL

ASPHALT PAVEMENT

TREELINE

TABLE 1: BORING LOCATIONS

REMOVE CONCRETE

08/20/2025 FINAL PLANS

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US-45

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06-22-805-550

KRIST OIL COMPANIY, INC.

06-22-805-700

WATERSMEET TOWNSHIP

06-22-705-010

LAC VIEUX DESERT BAND OF LAKE

SUPERIOR CHIPPEWA INDIANS

06-22-805-500

LAC VIEUX DESERT TRUST

06-43-700-100

LAC VIEUX DESERT TRUST

06-43-600-110

COMES STEVEN V.

06-22-704-415

SB HOLDINGS TRUST

06-22-704-425

LAC VIEUX DESERT BAND OF LAKE SUPERIOR

CHIPPEWA INDIANS

06-22-704-800

LAC VIEUX DESERT BAND OF LAKE SUPERIOR

CHIPPEWA INDIANS

06-22-704-450

PETERSON EXCAVATING, LLC

06-22-705-000

CESTKOWSKI FAMILY TRUST

APPROX. RIGHT-OF-WAY

APPROX. PROPERTY BOUNDARY

APPROX. PROPERTY BOUNDARY

APPROX. RIGHT-OF-WAY

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DWG. NO.

ISSUE DATE FOR

WICKWIRE, P.C.

715 Selden Road

Iron River, MI 49935 tel 906-265-9865 wickwiresolutions.com

Sheet No:

Project No:

Approved By:

Drawn By:

Checked By:

Designed By:

08/04/2025

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GAS PUMP CANOPY

DIESEL PUMPS

UTILITY POLE (TYP)

WATER WELL

NATURAL GAS METERS

ICE CHEST

PROPANE CYLINDER

EXCHANGE

REFRIGERATION UNIT

FREESTANDING SIGN

FREESTANDING SIGN

ELECTRICAL METER

TREELINE

BUS STOP

SHELTER

SIGN POST

CONCRETE PAVEMENT TO REMAIN

VEHICLE VACUUM

RV DUMP STATION

CULVERT OUTLET

PARKING SIGN

STORMWATER

DITCH / WET AREA

GRAVEL PARKING LOT

CULVERT

US-45

US-45

U S-

CAR WASH

LVD PLAZA

KRIST FOOD MART

GAS CANOPY

3RD ST

MOTEL

BURIED CURB STOP

STORAGE TANK

ACCESS COVERS

CONCRETE SIDEWALK

FIBER OPTIC PEDESTALS

ASPHALT PARKING LOT

ISSUE DATE FOR

08/04/2025 CLIENT REVIEW

08/14/2025 FINAL PLANS08/20/2025

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If this scale bar does not measure 1" then drawing is not original scale.

0 Attention: 1"

DWG. NO.

ISSUE DATE FOR

WICKWIRE, P.C.

715 Selden Road

Iron River, MI 49935 tel 906-265-9865 wickwiresolutions.com

Sheet No:

Project No:

Approved By:

Drawn By:

Checked By:

Designed By:

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25034

C-02

US-45

US-45

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CAR WASH

LVD PLAZA

MONITORING WELLS TO REMAIN

3RD ST

CULVERT (TYP)

GRAVEL AREA

MOTEL

TREELINE

N Feet

0 40 80

FLAG POLE TO REMAIN

BUS STOP SHELTER AND BOLLARDS TO REMAIN

REMOVE ASPHALT PAVEMENT UNDER STAIRS

STAIRS TO REMAIN

REMOVE CONCRETE PAVEMENT AND SIDEWALK

CONCRETE CURB TO REMAIN

CONCRETE CURB MEDIAN TO REMAIN

CONCRETE CURB TO REMAIN

CONCRETE CURB TO REMAIN

CRUSH AND SHAPE ASPHALT PAVEMENT

CONSTRUCTION NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES INCLUDING THE UTILITIES AT

FUEL PUMPS PRIOR TO CONSTRUCTION.

2. CONTRACTOR MUST BE CAUTIOUS OF SHALLOW UNDERGROUND UTILITIES DURING CONCRETE REMOVAL AT

THE FUELING AREAS AND BUILDINGS.

3. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL MONITORING WELLS WITHIN THE PROJECT LIMITS. IF MONITORING WELLS ARE IMPACTED, CONTRACTOR SHALL CONTACT THE OWNER

IMMEDIATELY.

4. CONTRACTOR MUST CONFIRM THAT THE OWNER HAS OBTAINED AN MDOT RIGHT-OF-WAY PERMIT PRIOR TO

ANY WORK INSIDE OF THE RIGHT-OF-WAY.

5. TEMPORARILY RELOCATE ALL AMENITIES AT THE PLAZA'S EXTERIOR PRIOR TO CONSTRUCTION AND RETURN TO THE RESPECTIVE LOCATIONS FOLLOWING CONSTRUCTION. TEMPORARY STORAGE LOCATION MUST BE

COORDINATED AND APPROVED BY THE OWNER.

6. REMOVE ASPHALT PAVEMENT AT BUILDINGS WHERE UTILITY METERS, REGULATORS, AND VENTS OR

PERMANENT FIXTURES OBSTRUCT THE ASPHALT PULVERISER.

REMOVAL QUANTITIES (INFORMATIONAL USE ONLY):

QTY UNIT DESCRIPTION

9,100 SYD CRUSH AND SHAPE ASPHALT PAVEMENT

80 SYD REMOVE ASPHALT PAVEMENT

2,925 SYD REMOVE CONCRETE PAVEMENT

1,755 SYD REMOVE CONCRETE SIDEWALK

59 EACH REMOVE BOLLARDS

1 EACH ADJUST CURB BOX (TYP)

2 EACH REMOVE AND REPLACE CARWASH KIOSK

ADJUST CURB STOP AND BOX (TYP)

STORMWATER DITCH / WET AREA

PREPARE GRAVEL PARKING LOT FOR ASPHALT

MONITORING WELLS TO REMAIN

REMOVE BOLLARDS (16)

REMOVE BOLLARDS (4)

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE CONCRETE SIDEWALK

REMOVE CONCRETE SIDEWALK

REMOVE CONCRETE PAVEMENT AND SIDEWALK

CONCRETE ISLANDS TO REMAIN

REMOVE BOLLARDS (21)

REMOVE AND REPLACE CARWASH KIOSK (2)

REMOVE BOLLARDS (18)

ISSUE DATE FOR

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If this scale bar does not measure 1" then drawing is not original scale.

0 Attention: 1"

DWG. NO.

ISSUE DATE FOR

WICKWIRE, P.C.

715 Selden Road

Iron River, MI 49935 tel 906-265-9865 wickwiresolutions.com

Sheet No:

Project No:

Approved By:

Drawn By:

Checked By:

Designed By:

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C-03

US-45

US-45

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CAR WASH

LVD PLAZA98' x 140'

KRIST FOOD MART

GAS CANOPY

3RD ST

MOTEL

N Feet

0 40 80

CONSTRUCTION NOTES:

1. CONTRACTOR TO HMA HAND PATCH AT BUILDINGS WHERE UTILITY METERS, REGULATORS, AND VENTS OR

PERMANENT FIXTURES OBSTRUCT THE ASPHALT PAVER.

2. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS (MIN. 1.5%). SEE DRAWING C-03.

BIT. PAVEMENT - MDOT 13A (TYP)

MATCH ELEVATION AT MONITORING WELL COVERS

USE PRECAUTION AROUND MONITORING WELLS

R42'

R30'

R30'

R30'

100'

40'

224'

101'

284'

217'

47'

ADJUST STRUCTURE

COVER 106'

78'

48'

16'

34'

48'

SITE PLAN QUANTITIES (INFORMATIONAL USE ONLY):

QTY UNIT DESCRIPTION

1,910 TON BIT. PAVEMENT - MDOT 13A (TYP)

20 SYD HMA HAND PATCH

4,040 SFT REINFORCED CONCRETE PAVEMENT (TYP)

1,200 SFT 5' CONCRETE SIDEWALK (TYP)

42 EACH BOLLARDS (TYP)

1 EACH ADJUST STRUCTURE COVER

1,500 LFT 4" PAVEMENT MARKING - WHITE

4 EACH ADA PAVEMENT MARKING SYMBOL

3 EACH ADA SIGNAGE

1 EACH ADJUST CURB STOP AND BOX

1 EACH REPAIR / REPLACE GUTTER DOWNSPOUT CONNECTION

MATCH CURB ELEVATIONS

R58'

56'

50'

19'

52'

HMA HAND PATCH UNDER STAIRS

HMA HAND PATCH

60'

13'

22'

22.5' x 45.5' REINFORCED

CONCRETE PAVEMENT (TYP)

23' x 68' REINFORCED

CONCRETE PAVEMENT (TYP)

16' x 16' REINFORCED

CONCRETE PAVEMENT (TYP)

5' x 18' CONCRETE

PAVEMENT (TYP)

14' x 14' REINFORCED CONCRETE PAVEMENT (TYP) (2)

5' CONCRETE SIDEWALK (TYP)

13' x 25' REINFORCED

CONCRETE PAVEMENT

(TYP)

5' CONCRETE SIDEWALK (TYP)

SEE DETAIL 03-022

ADJUST CURB STOP AND BOX

MATCH ELEVATIONS AT MONITORING WELL COVERS

USE PRECAUTION AROUND MONITORING WELLS

BOLLARDS (TYP) (13)

5' CONCRETE SIDEWALK (TYP)

30'

5' CONCRETE SIDEWALK (TYP)

9' x 18' GENERAL PARKING SPACE (TYP)

PAVEMENT MARKINGS

9' x 18' GENERAL PARKING SPACE (TYP)

RE-USE EXISTING ADA PARKING SIGN

VAN ACCESSIBLE PARKING (TYP)

SEE DETAIL 04-002 AND 04-003

ADA PAVEMENT MARKING SYMBOL

REPAIR / REPLACE GUTTER DOWNSPOUT CONNECTION

VAN ACCESSIBLE PARKING (TYP) (3)

SEE DETAIL 04-002 AND 04-003

ADA PAVEMENT MARKING SYMBOL

SEE DETAIL 03-010.1

BOLLARDS (TYP) (10)

BOLLARDS (TYP) (15)

9'

BOLLARDS (TYP) (4)

ISSUE DATE FOR

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If this scale bar does not measure 1" then drawing is not original scale.

0 Attention: 1"

DWG. NO.

ISSUE DATE FOR

WICKWIRE, P.C.

715 Selden Road

Iron River, MI 49935 tel 906-265-9865 wickwiresolutions.com

Sheet No:

Project No:

Approved By:

Drawn By:

Checked By:

Designed By:

LV

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C-04

US-45

US-45

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CAR WASH

LVD PLAZA

KRIST FOOD MART

GAS CANOPY

3RD ST

N

Feet 0 30 60

PROPOSED CONTOUR

EXISTING CONTOUR

CONSTRUCTION NOTES:

1. MATCH REINFORCED CONCRETE PAVEMENT INTO UNDERGROUND FUEL

TANK STRUCTURE COVER ELEVATIONS.

APPROX. GRADE BREAK

ISSUE DATE FOR

If this scale bar does not measure 1" then drawing is not original scale.

0 Attention: 1"

DWG. NO.

ISSUE DATE FOR

WICKWIRE, P.C.

715 Selden Road

Iron River, MI 49935 tel 906-265-9865 wickwiresolutions.com

Sheet No:

Project No:

Approved By:

Drawn By:

Checked By:

Designed By:

07/30/2025

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C-05

02-023 - TYP. COMMERCIAL ASPHALT PARKING LOT

SLOPE VARIES SLOPE VARIES

NO SCALE

EXISTING

SUBBASE

3.0" BITUMINOUS MIXTURE

TOP: MDOT 13A - 1.5" (165 LBS/SYD)

BASE: MDOT 13A - 1.5" (165 LBS/SYD)

CRUSHED AGG. MIXTURE AND EXISTING

AGGREGATE BASE (CIP)

3" TOPSOIL, SEED, FERTILIZER,

AND MULCH (TYP)

PARKING LOT RECONSTRUCTION REQUIREMENTS:

1. TYPICAL CROSS SECTIONS ARE SHOWN FOR REFERENCE PURPOSES, AND REPRESENT

REQUIREMENTS FOR PARKING LOT REPAIR OR RECONSTRUCTION.

2. CONTRACTOR TO VERIFY EXISTING BASE AND SUBBASE CONDITIONS PRIOR TO PAVING.

3. ASPHALT BINDER SHALL BE MDOT PG 58-34.

4. CONTRACTOR SHALL CRUSH EXISTING BIT. MATERIAL AND BLEND INTO THE TOP 2" OF THE

EXISTING AGGREGATE BASE TO CREATE A COMBINED DEPTH OF 8" (MIN.).

5. EXCESS MATERIAL SHALL BE REMOVED AS NEEDED TO MEET MINIMUM LAYER DEPTHS AND

SURFACE ELEVATIONS AS SHOWN ON THE DRAWINGS.

PAYMENT LIMITS FOR CRUSHED BASE UNDER BIT.

AND BITUMINOUS PAVEMENT

8" MIN.

NO SCALE

02-185 TYPICAL BOLLARD POST

48"

84"

36"

42"

18"

9"

6"

CONCRETE FOOTING

EXISTING GROUND

FINISHED GRADE

6" DIA. STEEL POST

GROUTED SOLID

w/ ROUNDED TOP

PAINT PIPE AND CONCRETE

CONSTRUCTION YELLOW

NOTES:

1. POST LOCATIONS TO BE DETERMINED BY THE ENGINEER.

03-022 CONCRETE SIDEWALK

6" UNDER DRIVEWAYS

NOTED

6"

CONCRETE SIDEWALK

VARIES AS

6"

NO SCALE

MDOT CLASS II

GRANULAR MATERIAL

PER SPECIFICATIONS

6"

NOTES:

1. CONCRETE SIDEWALK SHALL BE SAWCUT FULL DEPTH TO A NEAT AND TRIM LINE PRIOR TO

REPLACEMENT.

2. CONCRETE SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD

PLAN R-29-J OR THE LATEST VERSION THEREOF.

3. ANY EXISTING SIDEWALK WHICH BECOMES UNDERCUT DURING CONSTRUCTION SHALL BE

REMOVED AND REPLACED.

4. CONCRETE SIDEWALK SHALL BE 4" FOR PEDESTRIAN TRAFFIC AND 6" FOR VEHICULAR

TRAFFIC. PROVIDE CONTROL JOINTS IN ACCORDANCE WITH MDOT STANDARD PLAN R-29-H

5. NO REINFORCEMENT SHALL BE USED IN CONCRETE SIDEWALK.

6. CROSS SLOPES SHALL NOT EXCEED 2% SLOPE.

WIDTH VARIES

03-024 REINFORCED CONCRETE SLAB

6"

VARIES

NO SCALE

MDOT CLASS II

GRANULAR MATERIAL

PER SPECIFICATIONS

NOTES:

1. USE REINFORCED CONCRETE SLABS IN AREAS EXPOSED TO VEHICLE TRAFFIC.

2. CONCRETE SLAB SHALL BE SAWCUT FULL DEPTH TO A NEAT AND TRIM LINE PRIOR TO

REPLACEMENT.

3. INSTALL #4 BAR AT 24" ON-CENTER AND IN A GRID PATTERN THROUGHOUT THE ENTIRE SLAB.

TIE ALL INTERSECTIONS. INSTALL BAR AT MID-DEPTH OF THE SLAB. BAR SHALL BE PLACED

BETWEEN 4" AND 12" OF ALL EXTERIOR EDGES.

4. PROVIDE POSITIVE DRAINAGE PER THE DRAWINGS. ENSURE NO PONDING OR BIRD BATHS.

SLOPE SLABS AWAY FROM ALL BUILDINGS AND STRUCTURES.

#4 BAR PLACED TIED AT 24"

TO FORM A GRID

VARIES AS NOTED

12" MAX.

FROM

EDGE

REINFORCED CONCRETE SLAB

4" MAX.

TO EDGE

13 DEPTH

03-010.1 REINFORCED CONCRETE PAVEMENT

NO SCALE

NOTES:

1. CONCRETE DRIVEWAYS SHALL BE SAWCUT FULL DEPTH TO A NEAT AND TRIM LINE PRIOR TO

REPLACEMENT.

2. CONCRETE DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD

PLAN R-29-J, OR THE LATEST REVISION THEREOF.

3. ANY EXISTING DRIVEWAY WHICH BECOMES UNDERCUT DURING CONSTRUCTION SHALL BE

REMOVED AND REPLACED.

4. PROVIDE CONTROL JOINTS IN ACCORDANCE WITH MDOT STANDARD PLAN R-29-J.

5. EXISTING SUBBASE MATERIAL MAY BE USED IF DEPTH AND QUALITY ARE VERIFIED BY THE

CONTRACTOR AND ENGINEER.

WIDTH VARIES

1-1/2"

6"6"

6"

6" THICK REINFORCED

CONCRETE PER SPECS

6x6x10 WIRE MESH

MDOT CLASS II GRANULAR

MATERIAL PER SPECS (CIP)

NOTES:

1. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT EXCEED A MAXIMUM SLOPE OF 2.0%

IN ANY DIRECTION.

2. PARKING AREA SHALL BE CONSTRUCTED TO PROVIDE A FIRM, STABLE, AND SLIP-RESISTANT

SURFACE.

3. ERECT A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH PARKING

SPACE, MOUNTED 60-INCHES FROM THE GROUND.

04-003 TYPICAL VAN ACCESSIBLE PARKING DETAILS

NO SCALE

96" MIN 96" MIN 96" MIN

ACCESS ISLE

VAN ACCESSIBLE PARKING SPACE

18'-20' LENGTH

OPTION 2

4"-6" PAVEMENT MARKING

6"x6" SQUARES

FOR LAYOUT ONLY

EQUAL EQUAL

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6"x6" SQUARES

FOR LAYOUT ONLY

EQUAL EQUAL

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NOTES:

1. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT EXCEED A MAXIMUM SLOPE OF 2.0%

IN ANY DIRECTION.

2. PARKING AREA SHALL BE CONSTRUCTED TO PROVIDE A FIRM, STABLE, AND SLIP-RESISTANT

SURFACE.

3. ERECT A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH PARKING

SPACE, MOUNTED 60-INCHES FROM THE GROUND.

04-002 TYPICAL VAN ACCESSIBLE PARKING DETAILS

NO SCALE

132" MIN 60" MIN 132" MIN

ACCESS ISLE

VAN ACCESSIBLE PARKING SPACE18'-20' LENGTH

OPTION 1

4"-6" PAVEMENT MARKING

6"x6" SQUARES

FOR LAYOUT ONLY

EQUAL EQUAL

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6"x6" SQUARES

FOR LAYOUT ONLY

EQUAL EQUAL

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NO SCALE

02-412.1 TYPICAL CURB BOX EXTENSION

EXISTING CONNECTION TO

WATER SERVICE

CURB BOX

RAISE BOX TO PAVEMENT SURFACE

CURB BOX IN PAVEMENT OR CONCRETE

CONCRETE OR

PAVEMENT

MONUMENT BOX

EXISTING BURIED CURB STOP

EXTEND CURB BOX

ISSUE DATE FOR

Attachment C

Bid Schedule

BID SCHEDULE

Project: LVD PLAZA PARKING LOT

BIDDER PLEASE NOTE: BEFORE PREPARING THE BID, READ CAREFULLY THE

SOLICITATION PROVISIONS.

The Bidder shall specify a unit price in figures for each pay item for which a quantity is given and show the products of the respective unit prices and quantities written in figures in the column provided for that purpose and the total amount of the bid obtained by adding the amounts of the several items. In case of discrepancy between unit prices and bid item total, the corrected unit price extension will govern. Type or print in ink, all the figures. A unit bid price is not to be entered nor tenured for any pay item for which no estimated quantity appears in the bid schedule or for which a contingent amount or set price is shown in the bid schedule..

Whenever a contingent amount or a set price is shown for any item in the bid schedule, include such amount in the bid total.

Item No.

Item Name Units Estimated Qty

Unit Bid Price

Amount Bid

LVD PLAZA PARKING LOT

0.1 Mobilization/Demobilization LS 1

0.2 Construction Staking LS 1

0.3 Barricades, Signs, and Minor Traffic

Devices

LS 1

0.4 Jobsite Security Fencing LFT 500

0.5 Temporary Business Access

Maintenance

LS 1

0.6 Dust Control LS 1

1.1 Crush & Shape Asphalt Pavement SYD 9,100 $ $

1.2 Remove Asphalt Pavement SYD 80 $ $

1.3 Remove Concrete Pavement SYD 2,925 $ $

1.4 Remove Concrete Sidewalk SYD 1,755 $ $

1.5 Remove Bollards EA 59 $ $

1.6 Remove & Replace Carwash Kiosk EA 2 $ $

1.7 Adjust Curb Box EA 1 $ $

2.1 Excavation, Grading and Subbase

Prep

EA 1 $ $

3.1 Bituminous Pavement – MDOT 13A TON 1,910 $ $

3.2 HMA Hand Patch SYD 20 $ $

3.3 Reinforced Concrete Pavement SFT 4,040 $ $

3.4 5’ Concrete Sidewalk SFT 1,200 $ $

4.1 Bollards EA 42 $ $

4.2 ADA Pavement Marking Symbols EA 4 $ $

4.3 ADA Signage EA 3 $ $

4.4 Pavement Marking – 4” White LFT 1,500 $ $

4.5 Adjust Structure Cover EA 1 $ $

4.6 Adjust Curb Stop & Box EA 1 $ $

4.7 Repair/Replace Gutter Downspout

Connection

EA 1 $ $

5.1 Silt Fence (as required) LS 1 $ $

5.2 Seeding, Fertilizer, Mulch Blankets LS 1 $ $

5.3 Erosion Control Maintenance LS 1 $ $

BID TOTAL = ______________________