City of Grand Rapids Community Development Committee ...

City of Grand Rapids

Community Development Committee Regular Meeting Agenda

Tuesday, June 14, 2016, 8:30 AM City Hall, 300 Monroe NW - 6th floor, Room 601

1. COMMUNITY DEVELOPMENT COMMITTEE ITEMS

1. Resolution approving a Fireworks Discharge Permit for Arthur Rozzi Pyrotechnics in connection with the Amway Family Fireworks event on Saturday, July 2, 2016

2. Resolution approving a Fireworks Discharge Permit for Strictly FX LLC in connection with the WWE event at the Van Andel Arena on Tuesday, July 12, 2016 - SUSPEND THE RULES - Add-On

3. Resolution approving an agreement with MDOT for rotomilling/resurfacing of Leonard Street

4. Resolution approving an agreement with MDOT for Rehabilitation of Alger Street Bridge

5. Resolution approving an agreement and release of a portion of easement, and accepting an easement for Aspen Lakes Apartments - Phase II

6. Resolution Consenting to the Vacation of Prospect Avenue Alley (Grand Valley State University)

7. Resolution awarding a contract for Water Main Replacement in Crescent Street

8. Resolution awarding a contract for Reconstruction of Oakdale Street

9. Resolution approving a Construction Agreement and accepting easements for Knapp's Corner Flats

10. Resolution scheduling a public hearing to consider a Brownfield Plan Amendment under Act 381 of 1996 for the 1001 Monroe, LLC redevelopment project located at 1001 Monroe Avenue NW

11. Resolution scheduling a public hearing to consider the establishment of a Neighborhood Enterprise Zone - 1001 Monroe, LLC at 1001 Monroe Avenue NW

DATE: June 14, 2016

TO: Gregory A. Sundstrom, City Manager

COMMITTEE: Community Development Committee

LIAISON: Eric DeLong, Deputy City Manager

FROM: Margaret Felix, Acting Fire Chief

Fire Department

SUBJECT: Resolution approving a Fireworks Discharge Permit for Arthur

Rozzi Pyrotechnics in connection with the Amway Family

Fireworks event on Saturday, July 2, 2016

Attached is a resolution recommending approval of a request from Arthur Rozzi Pyrotechnics for a Fireworks Discharge Permit for the Amway Family Fireworks event. The fireworks will launching from the Gillett Bridge on Saturday, July 2, 2016, at dusk or approximately 10:30 pm. The applicant has provided evidence of insurance which has been reviewed and approved by Risk Management. If the attached resolution is approved, the Fire Department will issue the permit after conducting an inspection.

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution approving the request from Arthur Rozzi Pyrotehnics for a Fireworks Discharge Permit to be used in conjunction with the Amway Family Fireworks event at the Gillette Bridge on Saturday, July 2, 2016.

RESOLVED that the request to grant Arthur Rozzi Pyrotechnics a Fireworks Discharge Permit to be used in conjunction with the Amway Family Fireworks to be launched from the Gillette Bridge on Saturday, July 2, 2016 is approved, pending an inspection by the Fire Department. Prepared by Trudy Renney

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DATE: June 14, 2016




FROM: Margaret Felix, Acting Fire Chief

Fire Department

SUBJECT: Resolution approving a Fireworks Discharge Permit for Strictly FX

LLC in connection with the WWE event at the Van Andel Arena on

Tuesday, July 12, 2016 - SUSPEND THE RULES

Attached is a resolution recommending approval of a request from Strictly FX LLC for a Fireworks Discharge Permit to be used in conjunction with WWE event at the Van Andel Arena on July 12, 2016. The applicant has provided evidence of insurance which has been reviewed and approved by Risk Management. If the attached resolution is approved, the Fire Department will issue the permit after conducting an inspection.

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RESOLVED that the request to grant Strictly FX LLC a Fireworks Discharge

Permit to be used in conjunction with the WWE event at the Van Andel Arena on July 12, 2016 is approved, pending an inspection by the Fire Department. Prepared by Trudy Renney and Ted Jensen

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DATE: June 14, 2016




FROM: Mark DeClercq, City Engineer

Engineering Department

SUBJECT: Resolution approving an agreement with MDOT for

rotomilling/resurfacing of Leonard Street

This project consists of rotomilling and resurfacing, curb and gutter removal and replacement, sewer improvements, porous brick pavers, rain gardens, bike loops, traffic signal improvements, planting of 32 street trees, landscaping, installation of Americans with Disabilities Act (ADA) compliant ramps, pavement markings, and final restoration. It should be noted that a portion of the Federal funds for this project are not available in the current Fiscal year. In order to proceed with the work, it is recommended that the City of Grand Rapids (City) approve the Agreement which calls for the City to advance a portion of the Federal funds ($153,579.10) and be reimbursed at the time the funds are available. The Michigan Department of Transportation (MDOT) received bids for this project on June 3, 2016, however, bid information is not available at this time. The engineer’s estimate is $1,450,400. Estimated total expenditures required for this project, which total $1,983,307, include the construction contract, traffic safety/traffic sign force account work/public information program, previously authorized design phase services by Moore & Bruggink, Inc., construction phase services by Moore & Bruggink, Inc., administration and an approximate twelve percent allowance for local contingencies and ten percent allowance for MDOT contingencies. The attached resolution provides for the approval of an Agreement with MDOT and the authorization of total expenditures in an amount not to exceed $1,771,528.80 for the local share of costs for this project and the necessary advancement of federal funds. The Agreement with MDOT sets forth the financial responsibilities of the parties and the conditions under which the work will be performed. This project is being financed by a combination of MDOT grant funds and local share from Vital Streets Capital Fund, Capital Improvement Traffic Safety Fund and Sewer Fund. Accompanying budget requests in the Vital Streets Capital and Sewer Funds are

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necessary to finance a portion of this project and will be presented to the Fiscal Committee for consideration and approval. cc: James Hurt Chris Zull Mike Lunn Alex Thomas #15057

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SUMMARY OF ESTIMATED COSTS

for

Resurfacing of Leonard Street from Alpine Avenue to Turner Avenue

Project Funding Source(s)

Currently Approved

Budget Request(s)

Revised Project

Estimate

Federal Grant Share (MDOT) (Budget

Amendment) $211,778.20 $153,579.10 $365,357.30

Capital Improvement Series 2015 Bonds (Budget Amendment)

243,617.00 415,783.70 659,400.70

Capital Improvement Series 2015 Bonds*

0 856,919.00 856,919.00

Capital Improvement Fund (Traffic Safety)

51,493.00 0 51,493.00

Sewer System Fund (Budget Substitution) 0 50,137.00 50,137.00

Total Project Sources $506,888.20 $1,476,418.80 $1,983,307.00

*The $856,919 is included in the five-year capital budget request for FY17

Breakdown of Project Uses

Construction Contract $1,450,400.00

Traffic Safety/Street Sign Force Account Work/Public Information Program

17,000.00

Testing 30,000.00

Previously Authorized Services by Moore & Bruggink, Inc.

76,050.00

Construction Phase Services by Moore & Bruggink, Inc.

122,660.00

Administration 89,380.00

Sub-Total $1,785,490.00

Contingencies (12% City; 10% MDOT) 197,817.00

Total Project Uses $1,983,307.00

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution approving an Agreement with the Michigan Department of Transportation and authorizing expenditures in connection with Resurfacing of Leonard Street from Alpine Avenue to Turner Avenue.

WHEREAS, It is necessary to enter into an Agreement with the Michigan Department of Transportation in connection with:

Resurfacing of Leonard Street from Alpine Avenue to Turner Avenue

(MDOT Contract Number 16-5283) (hereinafter referred to as the “Project”)

and to authorize expenditures in connection therewith; therefore

RESOLVED:

1. That the City enter into an Agreement with the Michigan Department of Transportation in connection with the Project and that, upon approval as to form by the City Attorney, the Mayor and City Clerk are hereby authorized to execute the same on behalf of the City.

2. That upon City approval of the Agreement, said action will call for the City to advance a portion of the Federal funds and be reimbursed at the time the funds are released.

3. That expenditures for the anticipated Federal grant and local share of costs for the Project be authorized in an amount not to exceed $1,771,528.80, which includes the construction contract, traffic safety/traffic sign force account work/public information program, testing, previously authorized design phase services by Moore & Bruggink, Inc., construction phase services by Moore & Bruggink, Inc., administration and contingencies. Said amount of $1,771,528.80 to be charged as follows: $1,516,319.70 to Code No. 4091-449-9110-9890-409116045, $153,579.10 to be charged to Code No. 4090-449-9010-9890-409016045 and $50,137 to Code No. 5901-527-9000-9880-590116045.

4. That the City Comptroller is hereby authorized and directed to make payment, in amounts and to said payees, as the City Engineer requests in connection with the Project.

5. That the City of Grand Rapids, pursuant to Section 1.150-2 of the Treasury Regulations promulgated pursuant to the Internal Revenue Code of 1986, as amended, declares its intent to reimburse itself the costs of the Project and other related costs in an amount not to exceed $1,516,319.70 (Vital Streets Capital Fund) through the issuance of tax-exempt bonds.

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6. That a copy of this resolution be available for inspection at the City Clerk’s Office, 2nd Floor, City Hall, 300 Monroe Avenue N.W., Grand Rapids, Michigan 49503.

Prepared by Rick DeVries

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DATE: June 14, 2016






SUBJECT: Resolution approving an agreement with MDOT for Rehabilitation

of Alger Street Bridge

In November, 2013, the City was notified that a Local Bridge Program grant for rehabilitation of the Alger Street Bridge over CSX Railroad was awarded. For this program, the Federal and State shares of the eligible project costs are 95%. This project consists of rehabilitation work including fascia beam replacement, substructure repairs, deck replacement, concrete surface coating and limited approach work on the Alger Street Bridge. The Michigan Department of Transportation (MDOT) received bids for this project on June 3, 2016, however, bid results are unavailable at this time. The engineer’s estimate is $942,600. Estimated total expenditures required for this project, which total $1,287,000, include the construction contract, traffic safety/street lighting force account work/public information program, previously authorized design phase services by Fishbeck, Thompson, Carr and Huber, Inc. (FTCH), construction phase services by FTCH, previously authorized payment to CSX Railroad, Inc. for preliminary engineering, administration and an approximate twelve percent allowance for local contingencies and ten percent allowance for MDOT contingencies. The attached resolution provides for the approval of an Agreement with MDOT and the authorization of total expenditures in an amount not to exceed $391,500 for the local share of costs for the project. The Agreement with MDOT sets forth the financial responsibilities of the parties and the conditions under which the work will be performed. This project is being financed by a combination of MDOT grant funds and local share from Vital Streets Capital Fund. cc: James Hurt Chris Zull Alex Thomas #13065

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for

Rehabilitation of the Alger Street Bridge over CSX Railroad


Currently Approved

Budget Request(s)

Revised Project

Estimate

Federal Grant Share (MDOT) $895,500 $0 $895,500

Capital Improvement Series 2015 Bonds

391,500 0 391,500

Total Project Sources $1,287,000 $0 $1,287,000


Construction Contract $942,600

Traffic Safety/Street Lighting Force Account Work/Public Information Program

4,000

Previously Authorized Services by FTCH

35,500

Construction Phase Services by FTCH 116,730

Previously Authorized Payment to CSX Railroad, Inc. For Preliminary Engineering Administration

9,900

55,436

Sub-Total $1,164,166

Contingencies (12% City; 10% MDOT) 122,834

Total Project Uses $1,287,000

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution approving an Agreement with the Michigan Department of Transportation and authorizing expenditures in connection with Rehabilitation of the Alger Street Bridge over CSX Railroad.

WHEREAS, It is necessary to enter into an Agreement with the Michigan Department of Transportation in connection with:

Rehabilitation of the Alger Street Bridge over CSX Railroad

(MDOT Contract Number 16-5270) (hereinafter referred to as the “Project”)

and to authorize expenditures therewith; therefore

RESOLVED:

1. That the City enter into an Agreement with the Michigan Department of Transportation in connection with the Project and that, upon approval as to form by the City Attorney, the Mayor and City Clerk are hereby authorized to execute the same on behalf of the City.

2. That expenditures for the local share of costs for the Project be authorized in an amount not to exceed $391,500, which includes the construction contract, traffic safety/street lighting force account work/public information program, previously authorized design phase services by Fishbeck, Thompson, Carr and Huber, Inc. (FTCH), construction phase services by FTCH, previously authorized payment to CSX Railroad, Inc. for Preliminary Engineering, administration and contingencies. Said amount of $391,500 to be charged as follows: $115,000 to Code No. 4091-449-9140-9880-409116087, $50,000 to Code No. 4091-449-9140-9880-409115275 and $226,500 to Code No. 4091-449-9140-9880-409116088.


4. That the City of Grand Rapids, pursuant to Section 1.150-2 of the Treasury Regulations promulgated pursuant to the Internal Revenue Code of 1986, as amended, declares its intent to reimburse itself the costs of the Project and other related costs in an amount not to exceed $391,500 (Vital Streets Capital Fund) through the issuance of tax-exempt bonds.

5. That a copy of this resolution be available for inspection at the City Clerk’s Office, 2nd Floor, City Hall, 300 Monroe Avenue N.W., Grand Rapids, Michigan 49503.

Prepared by Rick DeVries

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DATE: June 14, 2016






SUBJECT: Resolution approving an agreement and release of a portion of

easement, and accepting an easement for Aspen Lakes

Apartments - Phase II

The attached resolution provides for the approval of a Construction Agreement with TEG AQ2 LLC (Developer), the acceptance of a Public Utilities Easement, and the approval of a Release of a Portion of a Public Utilities Easement to facilitate public sanitary sewer and water main construction in connection with the above-captioned project. The project is privately funded and involves development of multi-family apartments in the City of Grand Rapids.

The public sanitary sewer and water main will be maintained by the City of Grand Rapids (City) in accordance with the current customer community service agreement. The Public Utilities Easement gives the City rights to maintain said public utilities. Recommended herein is a Construction Agreement that provides for the construction to be performed in accordance with Grand Rapids’ Standard Construction Specifications 1993 and any revisions thereto, including bond and insurance requirements. Field inspection will be done by the City. The public sanitary sewer and water main will be constructed by a contractor prequalified to do such work under contract by the Developer. The City will be reimbursed the cost of services (inspection, plan review, administration, etc.) associated with the project in accordance with the Construction Agreement. An accompanying budget request in the Capital Improvement Fund is necessary to recognize a deposit from the developer and will be presented to the Fiscal Committee for consideration and approval. This project is located north of Knapp Street and east of Ball Avenue in the Utility Service District of the City and has been previously approved in concept by staff.

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution approving a Construction Agreement between the City of Grand Rapids and TEG AQ2 LLC, the acceptance of a Public Utilities Easement, and the approval of a Release of a Portion of a Public Utilities Easement to facilitate public sanitary sewer and water main construction in connection with Sanitary Sewer and Water Main in Sandpiper Point (Pvt.), Aspen Lake Drive (Pvt.), Briarcliff Drive (Pvt.) and in Public Easement (NE) (Aspen Lakes Apartments – Phase II).

WHEREAS, it is necessary to approve a Construction Agreement between the City of Grand Rapids and TEG AQ2 LLC, accept a Public Utilities Easement, and approve a Release of a Portion of a Public Utilities Easement preserved by the City in Liber 2328, Pages 749-753, Kent County Register of Deeds, for the construction of public sanitary sewer and water main facilities in connection with Sanitary Sewer and Water Main in Sandpiper Point (Pvt.), Aspen Lake Drive (Pvt.), Briarcliff Drive (Pvt.) and in Public Easement (NE) (Aspen Lakes Apartments – Phase II); therefore

RESOLVED:

1. That the aforesaid Construction Agreement be approved and that, upon approval as to form by the City Attorney, the Mayor and City Clerk be authorized to execute said Agreement on behalf of the City; and

2. That the City accept a Public Utilities Easement for the construction and maintenance of public utilities from the following property owner, with description of the aforesaid Easement and for the nominal considerations as noted, which were paid by the developer:

Easement 1 TEG Aspen Lakes LLC $1.00 26021 Marlowe Place Oak Park, MI 48237

1701 Knapp Street NE, Parcel No. 41-14-09-351-018

Public Utilities Easement Description:

Description Part A: Part of the SW 1/4 of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as follows: Commencing at the SW corner of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan; thence S87°37'30"E 714.65 feet along the South line of said Section; thence N08°52'30"E 440.00 feet; thence N15°22'30"E 351.56 feet; thence N75°53'27"E 17.23 feet to the PLACE OF BEGINNING of this description; thence N15°22'30"E 32.67 feet; thence N39°01'51"W 12.75 feet; thence N75°53'27"E 30.45 feet; thence S27°33'17"E 27.31 feet; thence

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S87°33'17"E 47.17 feet; thence S75°53'27"W 27.48 feet; thence S14°06'33"E 4.00 feet; thence S75°53'27"W 20.00 feet; thence N14°06'33"W 4.00 feet; thence S75°53'27"W 45.25 feet to the Place of Beginning. Contains 1817 square feet. Description Part B: Part of the SW 1/4 of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as follows: Commencing at the SW corner of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan; thence S87°37'30"E 714.65 feet along the South line of said Section; thence N08°52'30"E 440.00 feet; thence N15°22'30"E 351.56 feet; thence N75°53'27"E 238.10 feet to the PLACE OF BEGINNING of this description; thence N02°26'43"E 41.73 feet; thence N75°53'27"E 73.62 feet; thence S12°58'00"E 26.91 feet; thence S77°02'00"W 25.00 feet; thence S12°58'00"E 13.59 feet; thence S75°53'27"W 59.71 feet to the Place of Beginning. Contains 2833 square feet. Easement 2

TEG AQ2 LLC $1.00 26021 Marlowe Place Oak Park, MI 48237

2248 Briar Hills Drive NE, Parcel No. 41-14-09-351-013


Part of the SW 1/4 of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as follows: Commencing at the SW corner of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan; thence S87°37'30"E 714.65 feet along the South line of said Section; thence N08°52'30"E 440.00 feet; thence N15°22'30"E 351.56 feet; thence N75°53'27"E 109.96 feet to the PLACE OF BEGINNING of this description; thence N87°33'17"W 47.17 feet; thence N27°33'17"W 27.31 feet; thence N75°53'27"E 15.98 feet; thence N14°06'33"W 355.26 feet; thence N37°51'22"W 67.72 feet; thence N47°44'09"W 88.58 feet; thence N57°14'16"W 213.08 feet; thence N32°45'44"E 20.00 feet; thence S57°14'16"E 45.79 feet; thence N10°49'08"E 187.17 feet; thence N47°01'58"W 93.81 feet; thence N01°42'48"E 98.27 feet to the South line of Briar Hill Drive (Public); thence N89°38'00"E 20.01 feet along said South line; thence S01°42'48"W 89.94 feet; thence S47°01'58"E 57.91 feet; thence N42°58'02"E 4.00 feet; thence S47°01'58"E 20.00 feet; thence S42°58'02"W 4.00 feet; thence S47°01'58"E 17.89 feet; thence S10°49'08"W 175.00 feet; thence S59°42'45"E 35.23 feet; thence N30°17'15"E 4.00 feet; thence S59°42'45"E 20.00 feet; thence S30°17'15"W 4.00 feet; thence S59°42'45"E 75.18 feet; thence N31°08'12"E 231.74 feet; thence N76°08'12"E 45.05 feet; thence S58°51'48"E 90.63 feet; thence S13°51'48"E 46.04 feet; thence S59°36'00"E 57.27 feet to the Westerly line of Briarcliff Drive (Public); thence S30°24'00"W 20.00 feet along said Westerly line; thence N59°36'00"W 65.70 feet; thence N13°51'48"W 46.19 feet; thence N58°51'48"W 74.06 feet; thence

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S76°08'12"W 28.49 feet; thence S31°08'12"W 229.85 feet; thence S47°44'09"E 148.78 feet; thence N42°15'51"E 4.00 feet; thence S47°44'09"E 20.00 feet; thence S42°15'51"W 5.22 feet; thence S14°06'33"E 244.81 feet; thence N75°53'27"E 4.00 feet; thence S14°06'33"E 20.00 feet; thence S75°53'27"W 4.00 feet; thence S14°06'33"E 123.44 feet; thence N75°53'27"E 128.62 feet; thence S02°26'43"W 41.73 feet; thence S75°53'27"W 128.14 feet to the Place of Beginning. Contains 58,511 square feet.

3. That the City approve a Release of a Portion of a Public Utilities Easement preserved by the City in Liber 2328, Pages 749-753, Kent County Register of Deeds.

Description of the Portion of the Easement to be Released:

Description Part A:

The centerline of a 30 foot wide strip of land described as follows: Commencing at the SW corner of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan; thence S87°37'30"E 714.65 feet along the South line of said Section; thence N08°52'30"E 440.00 feet; thence N15°22'30"E 385.00 feet; thence N39°01'51"W 12.00 feet to the PLACE OF BEGINNING of the centerline of a 30.00 foot wide strip of land; thence N39°01'51"W 59.48 feet; thence N19°12'49"W 733.02 feet; thence N01°42'48"E 188.12 feet (previously recorded as 187.0 feet) to a point on the South line of Briar Hills No. 1 to the Place of Ending of said centerline. Contains 29,419 square feet.

Description Part B:

The centerline of a 30 foot wide strip of land described as follows: Commencing at the SW corner of Section 9, T7N, R11W, City of Grand Rapids, Kent County, Michigan; thence S87°37'30"E 714.65 feet along the South line of said Section; thence N08°52'30"E 165.00 feet; thence N66°12'48"E 382.54 feet; thence N82°30'30"E 161.00 feet; thence N01°52'30"E 277.00 feet; thence N12°58'00"W 284.16 feet to the PLACE OF BEGINNING of the centerline of a 30.00 foot wide strip of land; thence N12°58'00"W 40.28 to the Place of Ending of said centerline. Contains 1,208 square feet.

4. That the City Clerk is hereby authorized and directed to record the aforesaid

Public Utilities Easement and Release of a Portion of a Public Utilities Easement with the Kent County Register of Deeds. Prepared by Jack Stegehuis and Rick DeVries

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Attachment: Aspen Lakes PUP (2147 : Approving an agreement, releasing a portion of easement, and accepting an easement for Aspen Lakes)

77REV. NO. DESCRIPTION

FOR

EASEMENT DESCRIPTION

ASPEN LAKES

5252 Clyde Park, S.W. Grand Rapids, MI 49509

Phone: (616) 531-3660 Fax: (616) 531-2121

www.exxelengineering.com

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DATE: June 14, 2016






SUBJECT: Resolution Consenting to the Vacation of Prospect Avenue Alley

(Grand Valley State University)

The above-captioned vacation request was made by Grand Valley State University (GVSU), the owner of all properties adjacent to the affected portion of Prospect Avenue Alley, in connection with the development of Block 2 of GVSU's proposed campus expansion that is generally north of Hastings Street, east of Clancy Avenue, south of Trowbridge Street, and west of College Avenue ("GVSU's Belknap Property"). GVSU, the Neighbors of Belknap Lookout (NOBL), and the City of Grand Rapids (City) have entered into a series of memoranda of understanding that provide for a collaborative approach to engagement, planning, and development of facilities on GVSU's Belknap Property in the NOBL neighborhood. On February 9, 2016 (Proceeding No. 85392), the City authorized three memoranda of understanding between the City, GVSU, and NOBL that describe the relationship the City, GVSU, and NOBL established, the joint interests that have been identified, what the parties believe is essential for proper growth in NOBL, and a framework that will enable the parties to move forward together. On May 27, 2016, Suzanne Schulz, City Managing Director of Design, Development and Engagement, provided a letter of City Concurrence to GVSU for the Phase 1 plans and renderings as submitted by GVSU for Block 2 (500 Block of Lafayette Ave. NE) of GVSU's Belknap Property. The Letter of City Concurrence complies with items 1A. and 1B. of the Initial Memorandum of Understanding (IMOU) between GVSU and the City, and fulfills the prerequisites leading to the City's consideration of GVSU's request to vacate Prospect Avenue Alley that is addressed in item 1C. of the IMOU. The alley vacation request has been circulated to affected City departments and public utility companies and there are no objections. An accompanying budget request in the Capital Improvement Fund is necessary to

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recognize a deposit from the developer and will be presented to the Fiscal Committee for consideration and approval. The attached resolution provides for the vacation of this portion of Prospect Avenue Alley, with conditions. cc: James Moyer Pat Waring

Jim Bachmann Scott Smith

Tom Butcher

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution consenting to the Vacation of Prospect Avenue Alley from Hastings Street to Trowbridge Street. WHEREAS, a request has been received from Grand Valley State University (the Petitioner), the owner of all adjacent properties, for the vacation of Prospect Avenue Alley from Hastings Street to Trowbridge Street described as:

Public Right-of-Way to be Vacated Approximate property address: 315 Hastings St. NE

All that portion of Prospect Avenue Alley (14 feet wide) from the North line of Hastings Street (66 feet wide) to the south line of Trowbridge Street (66 feet wide) in the Subdivision of Block Seven Coit & Co.'s Addition to the City of Grand Rapids, Kent County, Michigan, as recorded in Liber 2 of Plats, Page 21, Kent County records. Contains 7,000 square feet, more or less; therefore

RESOLVED, that all reports for all interested parties being favorable, the City Commission consents to the aforesaid vacation of Prospect Avenue Alley from Hastings Street to Trowbridge Street subject to the following conditions:

1. That the Petitioner provides to Consumers Energy Company, AT&T, and

Comcast easements, as necessary, for existing and future facilities or pays for the relocation of said utilities in the area to be vacated in Prospect Avenue Alley from Hastings Street to Trowbridge Street; and

2. That if required by others, the Petitioner causes to be completed an amended plat conforming to State of Michigan requirements of the area affected by this vacation request, the cost of which is estimated to be $2,500; and

3. That the Petitioner causes street lighting facilities in the area affected by this vacation request to be removed from the City's street lighting system, the cost of which is estimated to be $2,000. Said removal work shall be performed under the direction of the City of Grand Rapids’ Street Lighting Department. The Petitioner further accepts all street lighting and electrical facilities remaining in the vacated area after the aforesaid removal as private facilities; and

4. That the Petitioner causes the alley approaches at Prospect Avenue Alley and Hastings Street and at Prospect Avenue Alley and Trowbridge Street to be removed and properly restored, the cost of which is estimated to be $8,000 including inspection fees. Said removal and restoration work shall include sidewalks, parkways, drive approaches, curbs and gutters, and any adjustments of the street crowns and surfaces to provide a normal street cross section and grade line. All work required shall comply with the City's Standard Construction Specifications, shall be completed in

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accordance with plans approved by the City Engineer or designee, and shall be constructed by a contractor who is licensed for said work by the City. After completion, the City shall inspect said work prior to its acceptance as public improvements; and

5. That the Petitioner deposits the amount of $27,500, which includes inspection fees, to be held in escrow by the City. Said amount includes the estimated costs outlined in Items 2, 3 and 4, and an estimated cost of $15,000 for engineering administrative fees. The City shall hold said escrow amount until such time as the amended plat requirement outlined in Item 2 and all removal and restoration work outlined in Items 3 and 4 have been completed. When said amended plat has been completed and the removal and restoration work has been completed, inspected, and accepted by the City, any such monies remaining in the escrow account will be returned to the Petitioner. The inspection fees and the engineering administrative fees shall be charged to the escrow account. If, after a reasonable length of time, the said amended plat requirement outlined in Item 2 and/or removal and restoration work outlined in Items 3 and 4 have not been completed, the City may use the money held in escrow to accomplish the same. If any additional costs are incurred by the City in connection with the aforesaid amended plat requirement outlined in Item 2 and/or removal and restoration work outlined in Items 3 and 4, including inspection fees and the engineering administrative fees, which exceed the escrow amount of $27,500, the Petitioner will be responsible to reimburse the City for said costs; and

6. That consent be predicated on receipt of the escrow funds outlined in Item 5 and the proper proceedings being commenced in the proper court within ninety (90) days of the date herein; and

7. That the Petitioner shall deliver a recorded copy of the court judgment regarding the aforesaid vacation of Prospect Avenue Alley from Hastings Street to Trowbridge Street to the City Attorney's office; and

8. That the City Clerk is hereby authorized and directed to record this resolution with the Kent County Register of Deeds. Prepared by Daniel W. Kvamme and Christine Barfuss and Rick DeVries

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1" = 60'Vacation of Prospect Ave. Alleyfrom Hastings St. to Trowbridge St.Grand Valley State University

Alley VacationGVSU Properties

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DATE: June 14, 2016






SUBJECT: Resolution awarding a contract for Water Main Replacement in

Crescent Street

The existing 14” water main is 128 years old. The overall ratings of the water mains highlight their poor condition and the need for their replacement. In keeping with the Vital Streets strategy, the water main work will be leveraged to rehabilitate the street condition from a Poor/Fair condition to Very Good condition as we work towards the goal of 70% good and fair condition for Local streets. This project consists of the placement of approximately 520 feet of 12-inch water main and 64 feet of 6-inch water main to improve the reliability and performance of the existing water system. In addition to water main improvements, the project will also replace 8 feet of 15-inch sanitary sewer, portions of the concrete curb and gutter, concrete driveway and approaches, sidewalks and install ramps to meet Americans with Disability Act standards. The street will be rotomilled and resurfaced as recommended in the Vital Street and Sidewalk Investment Guidelines. Bids were received on May 26, 2016 for this project. The engineer’s estimate is $259,834, and Lodestar Construction, Inc. (Lodestar) submitted a bid of $263,143 (low discounted bid is $252,617.28). Lodestar will be utilizing 10.66% Micro Local Business Enterprise participation and will be subcontracting a total amount of $28,050. Reference the attached Equal Business Opportunity – Construction Worksheet regarding the applicable bid discounts for this project. The attached resolution provides for the award of the construction contract for this project to Lodestar in the amount of $263,143, with total expenditures not to exceed $373,400. This amount includes the costs of the construction contract, public information program, Forestry Force Account Work, Right-of-Way/Legal Fees, testing/printing/permits, engineering/inspection/administration, previously authorized design phase services by Materials Testing Consultants, Inc. and Hubbell Roth, & Clark, Inc., and an approximate twelve percent allowance for contingencies. The City will provide the construction phase services including inspection.

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This project is being financed by the Water System Fund, Sewer System Fund and Vital Streets Capital Fund. Budget requests are necessary and will be presented to the Fiscal Committee for consideration and approval at a future date. Attachments cc: Alex Thomas Jana Wallace

Molly Eastman Joellen Thompson Mike Lunn

Reviewed by O.D.I. #15052

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for

Water Main Replacement in Crescent Street from Barclay Avenue to Lafayette Avenue


Currently Approved

Budget Request(s)

Revised Project

Estimate

Water System Fund (Budget Substitution) $138,000 $168,800 $306,800 Sewer System Fund (Budget Substitution) 0 5,000 5,000 Capital Improvement Series 2015 Bonds (Budget

Amendment) 0 61,600 61,600

Total Project Sources $138,000 $235,400 $373,400


Construction Contract $263,143

Public Information Program 500

Forestry Force Account Work 2,500 Right-of-way/Legal Fees 500 Testing/Printing/Permits 6,725

Engineering/Inspection/Administration 40,400

Previously Authorized Design Phase Services by Materials Testing Consultants, Inc. and Hubbell, Roth & Clark, Inc.

21,955

Sub-Total $335,723

Contingencies (12%) 37,677

Total Project Uses $373,400

..

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution awarding a contract to Lodestar Construction, Inc. and authorizing expenditures in connection with Water Main Replacement in Crescent Street from Barclay Avenue to Lafayette Avenue.

WHEREAS, bids were received on May 26, 2016 for the following project: Water Main Replacement in Crescent Street from Barclay Avenue to Lafayette Avenue

(hereinafter referred to as the “Project”) and Lodestar Construction, Inc. (Lodestar) submitted a bid of $263,143 for which the engineer’s estimate is $259,834; therefore

RESOLVED:

1. That the bid of Lodestar be accepted and that, upon approval as to form by the City Attorney, the Mayor and City Clerk be authorized to execute the contract documents for the Project on behalf of the City.

2. That total expenditures for the Project be authorized in an amount not to exceed $373,400 which includes the costs of the construction contract, public information program, Forestry force account work, Right-of-Way/Legal Fees, testing/printing/permits, engineering/inspection/administration, previously authorized design phase services by Materials Testing Consultants, Inc. and Hubbell, Roth & Clark, Inc., and contingencies. The City will provide the construction phase services including inspection. Said amount of $373,400 to be charged as follows: $306,800 to Code No. 5911-536-9000-9880-591115157, $5,000 to Code No. 5901-527-9000-9880-590115157 and $61,600 to Code No. 4091-449-9130-9885-409115157.


4. That the City of Grand Rapids, pursuant to Section 1.150-2 of the Treasury Regulations promulgated pursuant to the Internal Revenue Code of 1986, as amended, declares its intent to reimburse itself the costs of the Project and other related costs in an amount not to exceed $61,600 (Vital Street Fund) through the issuance of tax-exempt bonds.

5. That a copy of this resolution be available for inspection at the City Clerk’s Office, 2nd Floor, City Hall, 300 Monroe Avenue N.W., Grand Rapids, Michigan 49503. Prepared by Breese Stam and Rick DeVries

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P:\All_Staff\Project\2015\15052_CRESCENT ST - Barclay Ave- Lafayette Ave\-\Bid Form Page 1 of 5

Bids Received: 5/26/2016at: 11:00 AM at the City Engineer's Office

File No. 15052 259,834.00$ 263,143.00$ 313,347.00$ 321,465.30$ 4.0 1.0 2.0

10,525.72$ 3,133.47$ 6,429.31$ 252,617.28$ 310,213.53$ 315,035.99$

1 Mobilization, Max. $ 13,000 lump sum 1.00 $ 13,000.00 $ 13,000.00 13,000.00$ $ 13,000.00 13,000.00$ $ 13,000.00 13,000.00$ $ 13,000.00

2 4 inch Concrete Sidewalk, including ramps and restoration sq ft 1185.00 $ 5.00 $ 5,925.00 8.50$ $ 10,072.50 7.00$ $ 8,295.00 4.05$ $ 4,799.25

3 6 inch Concrete Sidewalk, including ramps and restoration sq ft 100.00 $ 6.00 $ 600.00 11.00$ $ 1,100.00 11.00$ $ 1,100.00 4.65$ $ 465.00

4 7 inch Concrete alley pavement and approach sq ft 1433.00 $ 1.00 $ 1,433.00 12.00$ $ 17,196.00 8.00$ $ 11,464.00 3.40$ $ 4,872.20

5 Maintaining Vehicular & Pedestrian Traffic (estimated 45 days) lump sum 1.00 $ 7,500.00 $ 7,500.00 9,372.00$ $ 9,372.00 20,000.00$ $ 20,000.00 10,372.00$ $ 10,372.00

6 Concrete Base Course - Nonreinforced 6 inch sq yd 6.00 $ 45.00 $ 270.00 58.00$ $ 348.00 60.00$ $ 360.00 27.00$ $ 162.00 7 15 inch Sanitary Sewer C-76 Cl III lin ft 10.00 $ 250.00 $ 2,500.00 200.00$ $ 2,000.00 400.00$ $ 4,000.00 245.00$ $ 2,450.00 8 12 inch Basin Connection C76 Cl III lin ft 40.00 $ 65.00 $ 2,600.00 25.00$ $ 1,000.00 76.00$ $ 3,040.00 65.00$ $ 2,600.00 9 12 inch Basin Connection DI Cl 53 lin ft 15.00 $ 75.00 $ 1,125.00 75.00$ $ 1,125.00 105.00$ $ 1,575.00 95.00$ $ 1,425.00

10 12 inch Water Main lin ft 520.00 $ 85.00 $ 44,200.00 75.00$ $ 39,000.00 85.00$ $ 44,200.00 92.00$ $ 47,840.00 11 6 inch Water Main lin ft 64.00 $ 70.00 $ 4,480.00 30.00$ $ 1,920.00 80.00$ $ 5,120.00 88.00$ $ 5,632.00 12 1 inch Water Service lin ft 70.00 $ 40.00 $ 2,800.00 32.00$ $ 2,240.00 50.00$ $ 3,500.00 38.65$ $ 2,705.50 13 2 inch Water Service lin ft 22.00 $ 50.00 $ 1,100.00 70.00$ $ 1,540.00 60.00$ $ 1,320.00 69.00$ $ 1,518.00 14 Curb Stop and box on 1 inch water service each 8.00 $ 385.00 $ 3,080.00 500.00$ $ 4,000.00 450.00$ $ 3,600.00 660.00$ $ 5,280.00 15 Curb Stop and box on 2 inch water service each 1.00 $ 500.00 $ 500.00 700.00$ $ 700.00 900.00$ $ 900.00 870.00$ $ 870.00

16 Tap for 1 inch water service, including corporation stop each 8.00 $ 300.00 $ 2,400.00 1,000.00$ $ 8,000.00 350.00$ $ 2,800.00 405.00$ $ 3,240.00

17 Tap for 2 inch water service, including corporation stop and collar each 1.00 $ 350.00 $ 350.00 1,750.00$ $ 1,750.00 850.00$ $ 850.00 810.00$ $ 810.00

18 6 inch Valve and box each 3.00 $ 1,300.00 $ 3,900.00 800.00$ $ 2,400.00 800.00$ $ 2,400.00 1,458.00$ $ 4,374.00

19 16 inch x 16 inch x 12 inch Tapping sleeve, valve and box each 1.00 $ 6,000.00 $ 6,000.00 5,600.00$ $ 5,600.00 5,000.00$ $ 5,000.00 7,270.00$ $ 7,270.00

20 5 inch Hydrant each 2.00 $ 2,800.00 $ 5,600.00 2,300.00$ $ 4,600.00 3,000.00$ $ 6,000.00 2,825.00$ $ 5,650.00 21 12 inch Sleeve each 1.00 $ 2,500.00 $ 2,500.00 2,800.00$ $ 2,800.00 1,600.00$ $ 1,600.00 1,970.00$ $ 1,970.00 22 6 inch Sleeve each 1.00 $ 1,800.00 $ 1,800.00 1,900.00$ $ 1,900.00 1,300.00$ $ 1,300.00 1,043.00$ $ 1,043.00 23 12 inch 45 Degree Bend each 2.00 $ 700.00 $ 1,400.00 750.00$ $ 1,500.00 650.00$ $ 1,300.00 1,210.00$ $ 2,420.00 24 6 inch 45 Degree Bend each 2.00 $ 370.00 $ 740.00 175.00$ $ 350.00 350.00$ $ 700.00 514.00$ $ 1,028.00 25 Sanitary manhole, per Detail S-1 each 1.00 $ 3,500.00 $ 3,500.00 16,000.00$ $ 16,000.00 4,500.00$ $ 4,500.00 9,482.00$ $ 9,482.00 26 12 inch x 12 inch x 6 inch Tee each 3.00 $ 850.00 $ 2,550.00 550.00$ $ 1,650.00 800.00$ $ 2,400.00 1,328.00$ $ 3,984.00 27 6 inch 90 Degree Bend each 1.00 $ 400.00 $ 400.00 200.00$ $ 200.00 400.00$ $ 400.00 535.00$ $ 535.00 28 14 inch Plug each 1.00 $ 1,500.00 $ 1,500.00 2,500.00$ $ 2,500.00 600.00$ $ 600.00 2,956.00$ $ 2,956.00 29 Restoration of Surface, Type VI lin ft 260.00 $ 15.00 $ 3,900.00 10.00$ $ 2,600.00 15.00$ $ 3,900.00 35.00$ $ 9,100.00 30 Restoration of Surface, Type IA lin ft 595.00 $ 28.00 $ 16,660.00 22.00$ $ 13,090.00 45.00$ $ 26,775.00 47.00$ $ 27,965.00

31 Remove concrete curb and gutter, including driveway and alley returns lin ft 545.00 $ 6.00 $ 3,270.00 5.00$ $ 2,725.00 6.00$ $ 3,270.00 7.00$ $ 3,815.00

32 Remove concrete alley and approach sq ft 1433.00 $ 2.00 $ 2,866.00 3.50$ $ 5,015.50 2.00$ $ 2,866.00 2.55$ $ 3,654.15

33 Remove concrete sidewalk, driveway and approach sq ft 1285.00 $ 2.00 $ 2,570.00 2.50$ $ 3,212.50 2.00$ $ 2,570.00 2.10$ $ 2,698.50

34 Adjust manhole or valve chamber casting to grade each 1.00 $ 350.00 $ 350.00 600.00$ $ 600.00 500.00$ $ 500.00 783.00$ $ 783.00

35 Furnish manhole or valve chamber casting each 1.00 $ 350.00 $ 350.00 400.00$ $ 400.00 400.00$ $ 400.00 550.00$ $ 550.00 36 Adjust catch basin casting to grade each 1.00 $ 400.00 $ 400.00 325.00$ $ 325.00 500.00$ $ 500.00 654.00$ $ 654.00 37 Adjust valve box to grade each 1.00 $ 350.00 $ 350.00 300.00$ $ 300.00 500.00$ $ 500.00 345.00$ $ 345.00 38 Furnish valve box each 1.00 $ 1,000.00 $ 1,000.00 175.00$ $ 175.00 200.00$ $ 200.00 200.00$ $ 200.00 39 Remove fire hydrant each 1.00 $ 300.00 $ 300.00 500.00$ $ 500.00 500.00$ $ 500.00 615.00$ $ 615.00

Unit Price

Allowable Discount AmountDISCOUNTED BID

Discounted BID Ranking No.

Unit Price TotalTotal Unit Price

LODESTAR CONSTRUCTION INC KAMMINGA & ROODVOETS INC

Item Description Unit Quantity Unit Price

Water Main Replacement in CRESCENT STREET from Barclay Avenue to Lafayette Avenue

Item Number Total Total

Original Bid Amount (TOTAL)

DIVERSCO CONSTRUCTION COMPANY INC

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Allowable Discount Points

ENGINEER'SESTIMATE

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File No. 15052 259,834.00$ 263,143.00$ 313,347.00$ 321,465.30$ 4.0 1.0 2.0

10,525.72$ 3,133.47$ 6,429.31$ 252,617.28$ 310,213.53$ 315,035.99$







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ENGINEER'SESTIMATE

40 6 inch Subbase Underdrain lin ft 460.00 $ 6.50 $ 2,990.00 6.00$ $ 2,760.00 7.00$ $ 3,220.00 5.60$ $ 2,576.00

41 Abandon and Fill Underground Utilities, 14 inch Dia. lin ft 450.00 $ 7.00 $ 3,150.00 6.00$ $ 2,700.00 11.00$ $ 4,950.00 13.00$ $ 5,850.00

42 Clean and Remove Manhole, Valve Chamber, or Catch Basin per Detail 23B each 1.00 $ 1,500.00 $ 1,500.00 500.00$ $ 500.00 500.00$ $ 500.00 1,315.00$ $ 1,315.00

43 Remove Bituminous Pavement 1.5 inches sq yd 687.00 $ 1.00 $ 687.00 2.50$ $ 1,717.50 5.00$ $ 3,435.00 5.00$ $ 3,435.00 44 Remove Bituminous Pavement 3.5 inches sq yd 440.00 $ 2.00 $ 880.00 2.50$ $ 1,100.00 7.00$ $ 3,080.00 7.50$ $ 3,300.00 45 Grading lin ft 480.00 $ 15.00 $ 7,200.00 5.00$ $ 2,400.00 20.00$ $ 9,600.00 25.00$ $ 12,000.00 46 Sand Sub-base (C.I.P.) cu yd 2.00 $ 12.00 $ 24.00 20.00$ $ 40.00 35.00$ $ 70.00 27.00$ $ 54.00

47Combined curb and gutter (18 inch pan), per Detail P-5, including pavement and parkway restoration

lin ft 543.00 $ 15.00 $ 8,145.00 18.00$ $ 9,774.00 30.00$ $ 16,290.00 27.00$ $ 14,661.00

48 Remove and Salvage Brick Pavement sq ft 95.00 $ 10.00 $ 950.00 4.50$ $ 427.50 5.60$ $ 532.00 8.00$ $ 760.00 49 HMA, LVSP ton 200.00 $ 85.00 $ 17,000.00 85.00$ $ 17,000.00 85.00$ $ 17,000.00 95.00$ $ 19,000.00 50 Soil Erosion and Sedimentation Control lump sum 1.00 $ 2,500.00 $ 2,500.00 2,500.00$ $ 2,500.00 4,500.00$ $ 4,500.00 3,000.00$ $ 3,000.00 51 Dust Control lump sum 1.00 $ 1,500.00 $ 1,500.00 1,200.00$ $ 1,200.00 500.00$ $ 500.00 2,000.00$ $ 2,000.00 52 Salvaged Brick sq ft 95.00 $ 15.00 $ 1,425.00 4.50$ $ 427.50 7.00$ $ 665.00 8.00$ $ 760.00 53 Storm Water Operator's Inspections each 30.00 $ 100.00 $ 3,000.00 50.00$ $ 1,500.00 100.00$ $ 3,000.00 85.00$ $ 2,550.00 54 Catch basin, Per Detail, Infiltration Basin each 4.00 $ 10,000.00 $ 40,000.00 3,700.00$ $ 14,800.00 7,200.00$ $ 28,800.00 6,230.00$ $ 24,920.00

55 Core and Boot 12" sewer into Existing Structure each 4.00 $ 200.00 $ 800.00 300.00$ $ 1,200.00 700.00$ $ 2,800.00 1,755.00$ $ 7,020.00

56 Directionally Bored 1" Water Service lin ft 198.00 $ 30.00 $ 5,940.00 60.00$ $ 11,880.00 50.00$ $ 9,900.00 41.65$ $ 8,246.70 57 Cast iron Detectable Warning Plate sq ft 48.00 $ 38.00 $ 1,824.00 35.00$ $ 1,680.00 40.00$ $ 1,920.00 40.00$ $ 1,920.00 58 Remove and Replace Landscape Wall lin ft 40.00 $ 25.00 $ 1,000.00 38.00$ $ 1,520.00 112.00$ $ 4,480.00 121.00$ $ 4,840.00 59 Temporary HMA Pavement ton 10.00 $ 150.00 $ 1,500.00 75.00$ $ 750.00 75.00$ $ 750.00 50.00$ $ 500.00 60 Temporary Gravel Pavement cu yd 50.00 $ 10.00 $ 500.00 25.00$ $ 1,250.00 35.00$ $ 1,750.00 40.00$ $ 2,000.00 61 Root Pruning lump sum 1.00 $ 500.00 $ 500.00 2,250.00$ $ 2,250.00 500.00$ $ 500.00 250.00$ $ 250.00 62 Sulfur Application sq ft 200.00 $ 2.50 $ 500.00 0.50$ $ 100.00 1.00$ $ 200.00 2.00$ $ 400.00 63 Aggregate Base, Modified, 8 inch sq yd 25.00 $ 10.00 $ 250.00 20.00$ $ 500.00 28.00$ $ 700.00 30.00$ $ 750.00 64 Manhole Channel Protection each 3.00 $ 100.00 $ 300.00 120.00$ $ 360.00 300.00$ $ 900.00 75.00$ $ 225.00

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File No. 15052 259,834.00$

1 Mobilization, Max. $ 13,000 lump sum 1.00 $ 13,000.00 $ 13,000.00

2 4 inch Concrete Sidewalk, including ramps and restoration sq ft 1185.00 $ 5.00 $ 5,925.00

3 6 inch Concrete Sidewalk, including ramps and restoration sq ft 100.00 $ 6.00 $ 600.00

4 7 inch Concrete alley pavement and approach sq ft 1433.00 $ 1.00 $ 1,433.00

5 Maintaining Vehicular & Pedestrian Traffic (estimated 45 days) lump sum 1.00 $ 7,500.00 $ 7,500.00

6 Concrete Base Course - Nonreinforced 6 inch sq yd 6.00 $ 45.00 $ 270.00 7 15 inch Sanitary Sewer C-76 Cl III lin ft 10.00 $ 250.00 $ 2,500.00 8 12 inch Basin Connection C76 Cl III lin ft 40.00 $ 65.00 $ 2,600.00 9 12 inch Basin Connection DI Cl 53 lin ft 15.00 $ 75.00 $ 1,125.00

10 12 inch Water Main lin ft 520.00 $ 85.00 $ 44,200.00 11 6 inch Water Main lin ft 64.00 $ 70.00 $ 4,480.00 12 1 inch Water Service lin ft 70.00 $ 40.00 $ 2,800.00 13 2 inch Water Service lin ft 22.00 $ 50.00 $ 1,100.00 14 Curb Stop and box on 1 inch water service each 8.00 $ 385.00 $ 3,080.00 15 Curb Stop and box on 2 inch water service each 1.00 $ 500.00 $ 500.00

16 Tap for 1 inch water service, including corporation stop each 8.00 $ 300.00 $ 2,400.00

17 Tap for 2 inch water service, including corporation stop and collar each 1.00 $ 350.00 $ 350.00

18 6 inch Valve and box each 3.00 $ 1,300.00 $ 3,900.00

19 16 inch x 16 inch x 12 inch Tapping sleeve, valve and box each 1.00 $ 6,000.00 $ 6,000.00

20 5 inch Hydrant each 2.00 $ 2,800.00 $ 5,600.00 21 12 inch Sleeve each 1.00 $ 2,500.00 $ 2,500.00 22 6 inch Sleeve each 1.00 $ 1,800.00 $ 1,800.00 23 12 inch 45 Degree Bend each 2.00 $ 700.00 $ 1,400.00 24 6 inch 45 Degree Bend each 2.00 $ 370.00 $ 740.00 25 Sanitary manhole, per Detail S-1 each 1.00 $ 3,500.00 $ 3,500.00 26 12 inch x 12 inch x 6 inch Tee each 3.00 $ 850.00 $ 2,550.00 27 6 inch 90 Degree Bend each 1.00 $ 400.00 $ 400.00 28 14 inch Plug each 1.00 $ 1,500.00 $ 1,500.00 29 Restoration of Surface, Type VI lin ft 260.00 $ 15.00 $ 3,900.00 30 Restoration of Surface, Type IA lin ft 595.00 $ 28.00 $ 16,660.00

31 Remove concrete curb and gutter, including driveway and alley returns lin ft 545.00 $ 6.00 $ 3,270.00

32 Remove concrete alley and approach sq ft 1433.00 $ 2.00 $ 2,866.00

33 Remove concrete sidewalk, driveway and approach sq ft 1285.00 $ 2.00 $ 2,570.00

34 Adjust manhole or valve chamber casting to grade each 1.00 $ 350.00 $ 350.00

35 Furnish manhole or valve chamber casting each 1.00 $ 350.00 $ 350.00 36 Adjust catch basin casting to grade each 1.00 $ 400.00 $ 400.00 37 Adjust valve box to grade each 1.00 $ 350.00 $ 350.00 38 Furnish valve box each 1.00 $ 1,000.00 $ 1,000.00 39 Remove fire hydrant each 1.00 $ 300.00 $ 300.00





Item Number Total

Original Bid Amount (TOTAL)Allowable Discount Points

ENGINEER'SESTIMATE

339,692.00$ 4.5

15,286.14$ 324,405.86$

13,000.00$ $ 13,000.00

5.00$ $ 5,925.00

8.00$ $ 800.00

8.00$ $ 11,464.00

18,461.00$ $ 18,461.00

70.00$ $ 420.00 300.00$ $ 3,000.00 120.00$ $ 4,800.00 150.00$ $ 2,250.00

97.00$ $ 50,440.00 68.00$ $ 4,352.00 43.00$ $ 3,010.00 76.00$ $ 1,672.00

450.00$ $ 3,600.00 874.00$ $ 874.00

312.00$ $ 2,496.00

901.00$ $ 901.00

1,346.00$ $ 4,038.00

9,712.00$ $ 9,712.00

2,483.00$ $ 4,966.00 2,146.00$ $ 2,146.00

951.00$ $ 951.00 1,050.00$ $ 2,100.00

497.00$ $ 994.00 5,268.00$ $ 5,268.00 1,091.00$ $ 3,273.00

516.00$ $ 516.00 3,612.00$ $ 3,612.00

22.00$ $ 5,720.00 60.00$ $ 35,700.00

4.00$ $ 2,180.00

2.00$ $ 2,866.00

2.00$ $ 2,570.00

708.00$ $ 708.00

432.00$ $ 432.00 588.00$ $ 588.00 708.00$ $ 708.00 228.00$ $ 228.00 540.00$ $ 540.00

4

Unit Price Total

WYOMING EXCAVATORS INC

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File No. 15052 259,834.00$




Original Bid Amount (TOTAL)Allowable Discount Points

ENGINEER'SESTIMATE

40 6 inch Subbase Underdrain lin ft 460.00 $ 6.50 $ 2,990.00

41 Abandon and Fill Underground Utilities, 14 inch Dia. lin ft 450.00 $ 7.00 $ 3,150.00

42 Clean and Remove Manhole, Valve Chamber, or Catch Basin per Detail 23B each 1.00 $ 1,500.00 $ 1,500.00

43 Remove Bituminous Pavement 1.5 inches sq yd 687.00 $ 1.00 $ 687.00 44 Remove Bituminous Pavement 3.5 inches sq yd 440.00 $ 2.00 $ 880.00 45 Grading lin ft 480.00 $ 15.00 $ 7,200.00 46 Sand Sub-base (C.I.P.) cu yd 2.00 $ 12.00 $ 24.00

47Combined curb and gutter (18 inch pan), per Detail P-5, including pavement and parkway restoration

lin ft 543.00 $ 15.00 $ 8,145.00

48 Remove and Salvage Brick Pavement sq ft 95.00 $ 10.00 $ 950.00 49 HMA, LVSP ton 200.00 $ 85.00 $ 17,000.00 50 Soil Erosion and Sedimentation Control lump sum 1.00 $ 2,500.00 $ 2,500.00 51 Dust Control lump sum 1.00 $ 1,500.00 $ 1,500.00 52 Salvaged Brick sq ft 95.00 $ 15.00 $ 1,425.00 53 Storm Water Operator's Inspections each 30.00 $ 100.00 $ 3,000.00 54 Catch basin, Per Detail, Infiltration Basin each 4.00 $ 10,000.00 $ 40,000.00

55 Core and Boot 12" sewer into Existing Structure each 4.00 $ 200.00 $ 800.00

56 Directionally Bored 1" Water Service lin ft 198.00 $ 30.00 $ 5,940.00 57 Cast iron Detectable Warning Plate sq ft 48.00 $ 38.00 $ 1,824.00 58 Remove and Replace Landscape Wall lin ft 40.00 $ 25.00 $ 1,000.00 59 Temporary HMA Pavement ton 10.00 $ 150.00 $ 1,500.00 60 Temporary Gravel Pavement cu yd 50.00 $ 10.00 $ 500.00 61 Root Pruning lump sum 1.00 $ 500.00 $ 500.00 62 Sulfur Application sq ft 200.00 $ 2.50 $ 500.00 63 Aggregate Base, Modified, 8 inch sq yd 25.00 $ 10.00 $ 250.00 64 Manhole Channel Protection each 3.00 $ 100.00 $ 300.00

339,692.00$ 4.5

15,286.14$ 324,405.86$

4


8.00$ $ 3,680.00

10.00$ $ 4,500.00

602.00$ $ 602.00

5.00$ $ 3,435.00 5.00$ $ 2,200.00

21.00$ $ 10,080.00 25.00$ $ 50.00

20.00$ $ 10,860.00

20.00$ $ 1,900.00 94.00$ $ 18,800.00

3,314.00$ $ 3,314.00 2,490.00$ $ 2,490.00

20.00$ $ 1,900.00 72.00$ $ 2,160.00

7,841.00$ $ 31,364.00

960.00$ $ 3,840.00

57.00$ $ 11,286.00 40.00$ $ 1,920.00 70.00$ $ 2,800.00 96.00$ $ 960.00 20.00$ $ 1,000.00

1,800.00$ $ 1,800.00 1.00$ $ 200.00

22.00$ $ 550.00 240.00$ $ 720.00

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EBO - Construction Worksheet

P:\All_Staff\Project\2015\15052_CRESCENT ST - Barclay Ave- Lafayette Ave\-\Bid Form Page5 of 5

Original Bid Amounts (Total)

Prosperous Economy (A) MLBE- MLBE- MLBE- MLBE- DURAN CONTRACTORS INC

$28,050 N/A N/A DURAN CONTRACTORS INC

$28,050

Total Micro-LBE Participation 10.66% 28,050$ 0.00% -$ 0.00% -$ 8.26% 28,050$

Micro-LBE Discount PointsSUMMARY:

Prosperous Economy (A)Social Equity (B)

Prosperous Economy - Annual (C)Enriched Lives (D)

Clean Environment (E)TOTAL DISCOUNT POINTS

Allowable Discount Points Discount Amount

Allowable Discount Amount DISCOUNTED BID

Discounted BID Ranking

$263,143.00 $313,347.00 $321,465.30 $339,692.00


Water Main Replacement in CRESCENT STREET from Barclay Avenue to Lafayette Avenue, File No. 15052



3.0 0.0 0.0 2.5

3.0 0.0 0.0 2.5

1.01.0 1.0

1.0 1.0 1.04.0 1.0 2.0 4.54.0 1.0 2.0 4.5

10,525.72$ 3,133.47$ 6,429.31$ 15,286.14$ 10,525.72$ 3,133.47$ 6,429.31$ 15,286.14$

252,617.28$ 310,213.53$ 315,035.99$ 324,405.86$ 1 2 3 4

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DATE: June 14, 2016






SUBJECT: Resolution awarding a contract for Reconstruction of Oakdale

Street

This project consists of the reconstruction of Oakdale Street from Eastern Avenue to Kalamazoo Avenue, including the full replacement of the existing 10-inch water main, ADA sidewalk ramp installation, sidewalk replacement, and minor storm sewer replacements. The existing water main in Oakdale Street is over 96 years old. The overall ratings of the water main highlights the poor condition and great need for replacement. In keeping with the Vital Streets strategy, the water main work will be leveraged to reconstruct the street condition from a Failed/Very Poor condition to Very Good condition as we work towards the goal of 70% good and fair condition for Major Non-Federal Aid streets. The reconstruction will also include the proposed installation of seventeen infiltration basins as recommended in the Vital Streets Guidelines. Bids were received on June 6, 2016 for this project. The engineer’s estimate is $1,694,477 and Nagel Construction, Inc. (Nagel) submitted a bid of $1,613,680.50 (low discounted bid is $1,532,996.48). Nagel will be utilizing 18.1% Micro Local Business Enterprise participation and will be subcontracting a total amount of $691,657. Reference the attached Equal Business Opportunity – Construction Worksheet regarding the applicable bid discounts for this project. The attached resolution provides for the award of the construction contract for this project to Nagel in the amount of $1,613,680.50 with total expenditures not to exceed $2,138,500. This amount includes the costs of the construction contract, public information program, traffic safety/street lighting force account work, testing/printing/permits, engineering/inspection/administration, previously authorized services by NTH Consultants, Ltd. (NTH), and an approximate twelve percent allowance for contingencies. The overall design and construction engineering/inspection will be performed by the City of Grand Rapids. NTH provided design phase services for soil borings.

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This project is being financed by the Water System Fund and Vital Streets Capital Fund. Budget requests in the Water System Fund and Vital Streets Capital Fund are necessary to finance this project and will be presented to the Fiscal Committee for consideration and approval at a future date. cc: Chris Zull

Alex Thomas Jana Wallace

Molly Eastman Scott Buhrer Joellen Thompson Wayne Jernberg James Hurt

Reviewed by O.D.I. #15018

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for

Reconstruction of Oakdale Street from Eastern Avenue to Kalamazoo Avenue


Currently Approved

Budget Request(s)

Revised Project

Estimate

Future Water System Fund Revenue Bonds $663,000.00 $606,000.00 $1,269,000.00 Capital Improvement Series 2015 Bonds 723,245.00 146,255.00 869,500.00

Total Project Sources $1,386,245.00 $752,255.00 $2,138,500.00


Construction Contract $1,613,680.50

Public Information Program 5,000.00

Traffic Safety/Street Lighting Force Account Work

5,000.00

Testing/Printing/Permits 24,200.00

Engineering/Inspection/Administration 258,000.00

Previously Authorized Services by NTH 3,500.00

Sub-Total $1,909,380.50

Contingencies (12%) 229,119.50

Total Project Uses $2,138,500.00

..

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution awarding a contract to Nagel Construction, Inc. and authorizing expenditures in connection with Reconstruction of Oakdale Street from Eastern Avenue to Kalamazoo Avenue.

WHEREAS, bids were received on June 6, 2016 for the following project:

Reconstruction of Oakdale Street from Eastern Avenue to Kalamazoo Avenue (hereinafter referred to as the “Project”)

and Nagel Construction, Inc. (Nagel) submitted a bid of $1,613,680.50 for which the engineer’s estimate is $1,694,477; therefore

RESOLVED:

1. That the bid of Nagel be accepted and that, upon approval as to form by the City Attorney, the Mayor be authorized to execute the contract documents for the Project on behalf of the City.

2. That total expenditures for the Project be authorized in an amount not to exceed $2,138,500 which includes the costs of the construction contract, public information program, traffic safety/street lighting force account work, testing/printing/permits, engineering/inspection/administration, previously authorized services by NTH Consultants, Ltd., and contingencies. The overall design and construction engineering/inspection will be performed by the City. Said amount of $2,138,500 to be charged as follows: $1,269,000 to Code No. 5914-536-9000-9880-591416085 and $869,500 to Code No. 4091-449-9120-9895-409116085.


4. That the City of Grand Rapids, pursuant to Section 1.150-2 of the Treasury

Regulations promulgated pursuant to the Internal Revenue Code of 1986, as amended, declares its intent to reimburse itself the costs of the Project and other related costs in an amount not to exceed $1,269,000 (Water Systems Fund) and $869,500 (Vital Streets Capital Fund) through the issuance of tax-exempt bonds.

5. That a copy of this resolution be available for inspection at the City Clerk’s Office, 2nd Floor, City Hall, 300 Monroe Avenue N.W., Grand Rapids, Michigan 49503. Prepared by Daniel Siminski and Rick DeVries

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P:\All_Staff\Project\2015\15018_OAKDALE ST - Eastern to Kalamazoo\-\Bid Form Page 1 of 4

Bids Received: 6/6/2016at: 11:00 at the City Engineer's Office

File No. 15018 1,694,477.00$ 1,613,680.50$ 1,626,862.50$ 1,730,966.50$ 5.00 5.0 3.580,684.03$ 81,343.13$ 60,583.83$

1,532,996.48$ 1,545,519.38$ 1,670,382.67$

1 Mobilization, Max. $75,000.00 lump sum 1.00 $ 75,000.00 $ 75,000.00 75,000.00$ $ 75,000.00 75,000.00$ $ 75,000.00 75,000.00$ $ 75,000.00 2 4" Concrete Sidewalk, including ramps sq ft 20000.00 $ 3.25 $ 65,000.00 2.65$ $ 53,000.00 2.65$ $ 53,000.00 3.00$ $ 60,000.00 3 6" Concrete sidewalk, including ramps sq ft 2800.00 $ 4.25 $ 11,900.00 4.25$ $ 11,900.00 4.25$ $ 11,900.00 4.60$ $ 12,880.00 4 7" Concrete sidewalk sq ft 600.00 $ 5.00 $ 3,000.00 4.50$ $ 2,700.00 4.50$ $ 2,700.00 5.10$ $ 3,060.00 5 6" Concrete driveway and approach sq ft 2800.00 $ 4.25 $ 11,900.00 4.25$ $ 11,900.00 4.25$ $ 11,900.00 4.60$ $ 12,880.00 6 7" Concrete alley pavement and approach sq ft 1400.00 $ 5.00 $ 7,000.00 4.50$ $ 6,300.00 4.50$ $ 6,300.00 5.10$ $ 7,140.00 7 Maintaining traffic, (estimated 70 days) lump sum 1.00 $ 30,000.00 $ 30,000.00 37,000.00$ $ 37,000.00 14,738.00$ $ 14,738.00 31,000.00$ $ 31,000.00 8 Detour Signing (estimated 70 days) lump sum 1.00 $ 15,000.00 $ 15,000.00 4,000.00$ $ 4,000.00 2,270.00$ $ 2,270.00 5,000.00$ $ 5,000.00 9 Aggregate Surface Course (C.I.P.) cu yd 30.00 $ 18.00 $ 540.00 66.00$ $ 1,980.00 38.00$ $ 1,140.00 58.00$ $ 1,740.00 10 6" Water Main lin ft 220.00 $ 67.00 $ 14,740.00 71.00$ $ 15,620.00 87.50$ $ 19,250.00 87.00$ $ 19,140.00 11 8" Water Main lin ft 2100.00 $ 72.00 $ 151,200.00 79.00$ $ 165,900.00 63.30$ $ 132,930.00 89.00$ $ 186,900.00 12 10" Water Main lin ft 60.00 $ 82.00 $ 4,920.00 88.00$ $ 5,280.00 99.00$ $ 5,940.00 110.00$ $ 6,600.00 13 24" Water Main lin ft 160.00 $ 190.00 $ 30,400.00 248.00$ $ 39,680.00 202.00$ $ 32,320.00 270.00$ $ 43,200.00 14 1" Water Service lin ft 2300.00 $ 32.00 $ 73,600.00 35.00$ $ 80,500.00 29.40$ $ 67,620.00 45.00$ $ 103,500.00 15 1.5" Water Service lin ft 150.00 $ 40.00 $ 6,000.00 37.00$ $ 5,550.00 44.50$ $ 6,675.00 50.00$ $ 7,500.00 16 2" Water Service lin ft 30.00 $ 48.00 $ 1,440.00 40.00$ $ 1,200.00 56.00$ $ 1,680.00 55.00$ $ 1,650.00 17 Curb Stop and box on 1" water service each 64.00 $ 375.00 $ 24,000.00 415.00$ $ 26,560.00 660.00$ $ 42,240.00 500.00$ $ 32,000.00 18 Curb Stop and box on 1.5" water service each 5.00 $ 750.00 $ 3,750.00 660.00$ $ 3,300.00 1,021.00$ $ 5,105.00 700.00$ $ 3,500.00 19 Curb Stop and box on 2" water service each 1.00 $ 1,000.00 $ 1,000.00 900.00$ $ 900.00 1,234.00$ $ 1,234.00 800.00$ $ 800.00

20 Tap for 1" water service, including corporation stop each 64.00 $ 250.00 $ 16,000.00 250.00$ $ 16,000.00 310.00$ $ 19,840.00 500.00$ $ 32,000.00

21 Tap for 1.5" water service, including corporation stop and collar each 5.00 $ 500.00 $ 2,500.00 700.00$ $ 3,500.00 660.00$ $ 3,300.00 700.00$ $ 3,500.00

22 Tap for 2" water service, including corporation stop and collar each 1.00 $ 600.00 $ 600.00 1,030.00$ $ 1,030.00 873.00$ $ 873.00 900.00$ $ 900.00

23 8" Valve and box each 6.00 $ 1,500.00 $ 9,000.00 1,300.00$ $ 7,800.00 1,490.00$ $ 8,940.00 1,700.00$ $ 10,200.00 24 6" Valve and box each 8.00 $ 1,200.00 $ 9,600.00 1,000.00$ $ 8,000.00 1,200.00$ $ 9,600.00 1,400.00$ $ 11,200.00 25 24" Butterfly Valve and Box each 1.00 $ 7,000.00 $ 7,000.00 7,000.00$ $ 7,000.00 8,610.00$ $ 8,610.00 6,500.00$ $ 6,500.00 26 5" Hydrant each 5.00 $ 2,500.00 $ 12,500.00 2,600.00$ $ 13,000.00 2,276.00$ $ 11,380.00 2,800.00$ $ 14,000.00 27 8" x 6" Four-way cross each 1.00 $ 1,000.00 $ 1,000.00 780.00$ $ 780.00 1,028.00$ $ 1,028.00 800.00$ $ 800.00 28 24" x 8" Four-way cross each 1.00 $ 6,000.00 $ 6,000.00 6,710.00$ $ 6,710.00 7,300.00$ $ 7,300.00 6,200.00$ $ 6,200.00 29 8" x 8" x 6" Tee each 6.00 $ 750.00 $ 4,500.00 600.00$ $ 3,600.00 887.00$ $ 5,322.00 500.00$ $ 3,000.00 30 8" x 10" Reducer each 2.00 $ 500.00 $ 1,000.00 480.00$ $ 960.00 522.00$ $ 1,044.00 400.00$ $ 800.00 31 10" Sleeve each 3.00 $ 1,200.00 $ 3,600.00 1,000.00$ $ 3,000.00 1,759.00$ $ 5,277.00 1,700.00$ $ 5,100.00 32 6" Sleeve each 4.00 $ 950.00 $ 3,800.00 800.00$ $ 3,200.00 1,006.00$ $ 4,024.00 1,400.00$ $ 5,600.00 33 24" Oversized Sleeve each 2.00 $ 3,600.00 $ 7,200.00 4,050.00$ $ 8,100.00 6,040.00$ $ 12,080.00 5,500.00$ $ 11,000.00 34 10" 45 Degree Bend each 4.00 $ 900.00 $ 3,600.00 550.00$ $ 2,200.00 608.00$ $ 2,432.00 500.00$ $ 2,000.00 35 6" 45 Degree Bend each 6.00 $ 600.00 $ 3,600.00 360.00$ $ 2,160.00 502.00$ $ 3,012.00 300.00$ $ 1,800.00 36 8" 45 Degree Bend each 8.00 $ 850.00 $ 6,800.00 470.00$ $ 3,760.00 641.00$ $ 5,128.00 400.00$ $ 3,200.00 37 8" 11 1/4 Degree Bend each 1.00 $ 850.00 $ 850.00 450.00$ $ 450.00 627.00$ $ 627.00 400.00$ $ 400.00 38 24" 45 Degree Bend each 6.00 $ 3,600.00 $ 21,600.00 3,700.00$ $ 22,200.00 3,472.00$ $ 20,832.00 2,700.00$ $ 16,200.00 39 Catch basin, per Detail S-3 each 1.00 $ 2,500.00 $ 2,500.00 3,000.00$ $ 3,000.00 3,000.00$ $ 3,000.00 2,900.00$ $ 2,900.00

40 Remove concrete curb and gutter, including driveway and alley returns lin ft 4300.00 $ 4.00 $ 17,200.00 4.00$ $ 17,200.00 5.00$ $ 21,500.00 3.00$ $ 12,900.00

KAMMINGA & ROODVOETS INC

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Total Unit Price

NAGEL CONSTRUCTION INC DIVERSCO CONSTRUCTION COMPANY INC


Reconstruction of OAKDALE STREET from Eastern Avenue to Kalamazoo Avenue

Item Number Total Total


Unit Price



Unit Price Total

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File No. 15018 1,694,477.00$ 1,613,680.50$ 1,626,862.50$ 1,730,966.50$ 5.00 5.0 3.580,684.03$ 81,343.13$ 60,583.83$

1,532,996.48$ 1,545,519.38$ 1,670,382.67$


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ENGINEER'SESTIMATE






41 Remove concrete sidewalk, driveway, and approach sq ft 27000.00 $ 0.90 $ 24,300.00 1.00$ $ 27,000.00 0.80$ $ 21,600.00 1.00$ $ 27,000.00

42 Adjust manhole or valve chamber casting to grade each 14.00 $ 500.00 $ 7,000.00 600.00$ $ 8,400.00 475.00$ $ 6,650.00 500.00$ $ 7,000.00

43 Furnish manhole or valve chamber casting each 14.00 $ 550.00 $ 7,700.00 600.00$ $ 8,400.00 500.00$ $ 7,000.00 400.00$ $ 5,600.00 44 Adjust valve box to grade each 1.00 $ 500.00 $ 500.00 250.00$ $ 250.00 350.00$ $ 350.00 500.00$ $ 500.00 45 Furnish valve box each 1.00 $ 250.00 $ 250.00 175.00$ $ 175.00 245.00$ $ 245.00 200.00$ $ 200.00

46 Rebuild existing manhole, valve chamber or catch basin vert ft 5.00 $ 250.00 $ 1,250.00 600.00$ $ 3,000.00 325.00$ $ 1,625.00 150.00$ $ 750.00

47 6" Subbase Underdrain lin ft 4400.00 $ 7.25 $ 31,900.00 7.00$ $ 30,800.00 5.60$ $ 24,640.00 6.40$ $ 28,160.00 48 Hand Patching ton 10.00 $ 100.00 $ 1,000.00 100.00$ $ 1,000.00 100.00$ $ 1,000.00 100.00$ $ 1,000.00 49 Remove Tree, 19-36 inch each 1.00 $ 1,000.00 $ 1,000.00 1,000.00$ $ 1,000.00 1,450.00$ $ 1,450.00 1,250.00$ $ 1,250.00 50 Remove Pavement, Full Depth sq yd 9450.00 $ 10.50 $ 99,225.00 7.00$ $ 66,150.00 12.00$ $ 113,400.00 9.00$ $ 85,050.00 51 Abandon and Fill Underground Utility, 10" Dia. lin ft 2300.00 $ 8.00 $ 18,400.00 2.00$ $ 4,600.00 6.60$ $ 15,180.00 7.00$ $ 16,100.00 52 Abandon and Fill Underground Utility, 24" Dia. lin ft 60.00 $ 25.00 $ 1,500.00 20.00$ $ 1,200.00 29.00$ $ 1,740.00 20.00$ $ 1,200.00

53 Clean and Remove Manhole, Valve Chamber, or Catch Basin per Detail 23B each 3.00 $ 350.00 $ 1,050.00 500.00$ $ 1,500.00 560.00$ $ 1,680.00 300.00$ $ 900.00

54 Remove Bituminous Pavement, Full Depth, Outside Roadway sq yd 72.00 $ 6.00 $ 432.00 9.00$ $ 648.00 7.00$ $ 504.00 8.00$ $ 576.00

55 Sand Sub-base (CIP) cu yd 3450.00 $ 12.50 $ 43,125.00 1.00$ $ 3,450.00 8.00$ $ 27,600.00 13.00$ $ 44,850.00 56 HMA, 5E3 ton 770.00 $ 85.00 $ 65,450.00 69.00$ $ 53,130.00 69.00$ $ 53,130.00 69.00$ $ 53,130.00 57 HMA, 4E3 ton 1030.00 $ 80.00 $ 82,400.00 65.00$ $ 66,950.00 65.00$ $ 66,950.00 65.00$ $ 66,950.00 58 HMA, 3E3 ton 1550.00 $ 75.00 $ 116,250.00 64.50$ $ 99,975.00 64.50$ $ 99,975.00 64.50$ $ 99,975.00 59 Turf Establishment sq yd 3800.00 $ 5.00 $ 19,000.00 4.00$ $ 15,200.00 7.00$ $ 26,600.00 6.00$ $ 22,800.00 60 Aggregate Base (21AA-Mod), 8 inch (CIP) sq yd 11000.00 $ 12.00 $ 132,000.00 12.00$ $ 132,000.00 8.90$ $ 97,900.00 11.00$ $ 121,000.00

61 Combined curb and gutter (18" pan), per Detail P-5 (Modified) lin ft 4250.00 $ 13.00 $ 55,250.00 13.00$ $ 55,250.00 13.00$ $ 55,250.00 14.00$ $ 59,500.00

62 Temporary Gravel Pavement cu yd 60.00 $ 20.00 $ 1,200.00 10.00$ $ 600.00 42.00$ $ 2,520.00 25.00$ $ 1,500.00 63 Temporary HMA Pavement ton 20.00 $ 60.00 $ 1,200.00 75.00$ $ 1,500.00 75.00$ $ 1,500.00 75.00$ $ 1,500.00 64 Remove Fire Hydrant, Salvage each 5.00 $ 450.00 $ 2,250.00 300.00$ $ 1,500.00 480.00$ $ 2,400.00 600.00$ $ 3,000.00

65 Core and Boot 12" Sewer into Existing Structure each 4.00 $ 700.00 $ 2,800.00 700.00$ $ 2,800.00 1,340.00$ $ 5,360.00 700.00$ $ 2,800.00

66 Cast iron Detectable Warning Plate sq ft 292.00 $ 35.00 $ 10,220.00 30.00$ $ 8,760.00 30.00$ $ 8,760.00 33.00$ $ 9,636.00 67 Turf Watering each 8.00 $ 1,100.00 $ 8,800.00 630.00$ $ 5,040.00 725.00$ $ 5,800.00 630.00$ $ 5,040.00 68 Weed Control each 5.00 $ 700.00 $ 3,500.00 490.00$ $ 2,450.00 195.00$ $ 975.00 490.00$ $ 2,450.00 69 Plumbing Allowance dollars 3000.00 $ 1.00 $ 3,000.00 1.00$ $ 3,000.00 1.00$ $ 3,000.00 1.00$ $ 3,000.00 70 Protect Tree each 30.00 $ 125.00 $ 3,750.00 10.00$ $ 300.00 90.00$ $ 2,700.00 150.00$ $ 4,500.00 71 Curb Box in Pavement each 9.00 $ 250.00 $ 2,250.00 300.00$ $ 2,700.00 410.00$ $ 3,690.00 520.00$ $ 4,680.00 72 Flexible Channelization Device each 12.00 $ 120.00 $ 1,440.00 225.00$ $ 2,700.00 225.00$ $ 2,700.00 85.00$ $ 1,020.00 73 Infiltration basin, (with S-4 casting) each 17.00 $ 6,000.00 $ 102,000.00 4,150.00$ $ 70,550.00 5,430.00$ $ 92,310.00 6,400.00$ $ 108,800.00 74 12" Basin Connection DI Cl 53 lin ft 160.00 $ 85.00 $ 13,600.00 130.00$ $ 20,800.00 105.00$ $ 16,800.00 120.00$ $ 19,200.00 75 Brick Pavement sq ft 820.00 $ 7.00 $ 5,740.00 17.00$ $ 13,940.00 10.25$ $ 8,405.00 16.50$ $ 13,530.00 76 Concrete Base for Brick Pavers, 6 inch sq ft 820.00 $ 4.50 $ 3,690.00 4.50$ $ 3,690.00 4.50$ $ 3,690.00 5.10$ $ 4,182.00 77 Roll Curb and Gutter, Splitter Island lin ft 400.00 $ 14.00 $ 5,600.00 15.00$ $ 6,000.00 15.00$ $ 6,000.00 29.00$ $ 11,600.00 78 Roll Curb and Gutter, Traffic Circle lin ft 140.00 $ 22.00 $ 3,080.00 24.00$ $ 3,360.00 24.00$ $ 3,360.00 42.00$ $ 5,880.00 79 Soil Erosion and Sedimentation Control lump sum 1.00 $ 8,000.00 $ 8,000.00 10,000.00$ $ 10,000.00 8,600.00$ $ 8,600.00 5,000.00$ $ 5,000.00 80 Storm Water Operator's Inspections each 25.00 $ 50.00 $ 1,250.00 100.00$ $ 2,500.00 100.00$ $ 2,500.00 70.00$ $ 1,750.00 81 Preconstruction Documentation lump sum 1.00 $ 4,000.00 $ 4,000.00 5,000.00$ $ 5,000.00 6,690.00$ $ 6,690.00 7,500.00$ $ 7,500.00 82 Roadway Grading sta 21.00 $ 3,800.00 $ 79,800.00 7,320.00$ $ 153,720.00 5,915.00$ $ 124,215.00 3,900.00$ $ 81,900.00

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File No. 15018 1,694,477.00$ 1,613,680.50$ 1,626,862.50$ 1,730,966.50$ 5.00 5.0 3.580,684.03$ 81,343.13$ 60,583.83$

1,532,996.48$ 1,545,519.38$ 1,670,382.67$


1 2 3


ENGINEER'SESTIMATE






83 Contaminated Material, Storage, Handling and Disposal dollars 3000.00 $ 1.00 $ 3,000.00 1.00$ $ 3,000.00 1.00$ $ 3,000.00 1.00$ $ 3,000.00

84 Dust Control lump sum 1.00 $ 4,000.00 $ 4,000.00 5,000.00$ $ 5,000.00 3,300.00$ $ 3,300.00 500.00$ $ 500.00

85 12" White wet reflective thermoplastic pavement marking (crosswalk) lin ft 800.00 $ 7.50 $ 6,000.00 6.50$ $ 5,200.00 6.50$ $ 5,200.00 6.50$ $ 5,200.00

86 6" White wet reflective thermoplastic pavement marking lin ft 100.00 $ 5.00 $ 500.00 3.25$ $ 325.00 3.25$ $ 325.00 3.25$ $ 325.00

87 36" Yellow painted pavement marking lin ft 140.00 $ 2.00 $ 280.00 4.00$ $ 560.00 4.00$ $ 560.00 4.00$ $ 560.00 88 Recessing Pavement Markings, Longit lin ft 1400.00 $ 0.65 $ 910.00 0.65$ $ 910.00 0.65$ $ 910.00 0.75$ $ 1,050.00 89 Recessing Pavement Markings, Transv sq ft 800.00 $ 2.50 $ 2,000.00 2.95$ $ 2,360.00 2.95$ $ 2,360.00 3.05$ $ 2,440.00 90 24" Yellow painted pavement marking lin ft 400.00 $ 1.50 $ 600.00 3.00$ $ 1,200.00 3.00$ $ 1,200.00 3.00$ $ 1,200.00 91 Traffic Sign, Removal and Salvage each 31.00 $ 75.00 $ 2,325.00 125.00$ $ 3,875.00 125.00$ $ 3,875.00 50.00$ $ 1,550.00

92 4" Yellow wet reflective termoplastic pavement marking lin ft 1450.00 $ 1.00 $ 1,450.00 1.25$ $ 1,812.50 1.25$ $ 1,812.50 1.25$ $ 1,812.50

93 24" White wet reflective thermoplastic pavement marking (stop bar) lin ft 40.00 $ 12.50 $ 500.00 12.00$ $ 480.00 12.00$ $ 480.00 12.00$ $ 480.00

94 Root Pruning lump sum 1.00 $ 7,000.00 $ 7,000.00 2,000.00$ $ 2,000.00 2,500.00$ $ 2,500.00 500.00$ $ 500.00 95 Sulfur Application sq ft 6000.00 $ 2.50 $ 15,000.00 0.05$ $ 300.00 2.00$ $ 12,000.00 0.15$ $ 900.00

96 Install and Maintain Temporary Neighborhood Business Signs each 6.00 $ 70.00 $ 420.00 100.00$ $ 600.00 100.00$ $ 600.00 400.00$ $ 2,400.00

97 10" Sewer Bulkhead each 1.00 $ 500.00 $ 500.00 150.00$ $ 150.00 205.00$ $ 205.00 400.00$ $ 400.00 98 Water Main Allowance dollars 3000.00 $ 1.00 $ 3,000.00 1.00$ $ 3,000.00 1.00$ $ 3,000.00 1.00$ $ 3,000.00

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EBO - Construction Worksheet

P:\All_Staff\Project\2015\15018_OAKDALE ST - Eastern to Kalamazoo\-\Bid Form Page4 of 4

Original Bid Amounts (Total)

Prosperous Economy (A) MLBE- MLBE- MLBE- LODESTAR CONSTRUCTION INC

$292,000 DURAN CONTRACTORS INC

$162,860 DURAN CONTRACTORS INC

$162,860

Total Micro-LBE Participation 18.10% 292,000$ 10.01% 162,860$ 9.41% 162,860$

Micro-LBE Discount PointsSUMMARY:

Prosperous Economy (A)Social Equity (B)

Prosperous Economy - Annual (C)Enriched Lives (D)

Clean Environment (E)TOTAL DISCOUNT POINTS

Allowable Discount Points Discount Amount

Allowable Discount Amount DISCOUNTED BID

Discounted BID Ranking 1 2 31,532,996.48$ 1,545,519.38$ 1,670,382.67$

80,684.03$ 81,343.13$ 60,583.83$ 80,684.03$ 81,343.13$ 60,583.83$

5.00 5.00 3.55.00 5.00 3.5

1.0 1.01.0

5.0 3.0 2.5

5.0 3.0 2.5

$1,613,680.50 $1,626,862.50 $1,730,966.50


Reconstruction of OAKDALE STREET from Eastern Avenue to Kalamazoo Avenue, File No. 15018


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DATE: June 14, 2016






SUBJECT: Resolution approving a Construction Agreement and accepting

easements for Knapp's Corner Flats

The attached resolution provides for the approval of a Construction Agreement with Knapp’s Corner Flats, LLC (Developer), and the acceptance of two Public Utilities Easements to facilitate public sanitary sewer and water main construction in connection with the above-captioned project. The project is privately funded and involves development of multi-family rental apartments in the City of Grand Rapids. The public sanitary sewer and water main will be maintained by the City of Grand Rapids (City) in accordance with the current customer community service agreement. The Public Utilities Easements give the City rights to maintain said public utilities. Recommended herein is a Construction Agreement that provides for the construction to be performed in accordance with Grand Rapids’ Standard Construction Specifications 1993 and any revisions thereto, including bond and insurance requirements. Field inspection will be done by the City. The public sanitary sewer and water main will be constructed by a contractor prequalified to do such work under contract by the Developer. The City will be reimbursed the cost of services (inspection, plan review, administration, etc.) associated with the project in accordance with the Construction Agreement. An accompanying budget request in the Capital Improvement Fund is necessary to recognize a deposit from the developer and will be presented to the Fiscal Committee for consideration and approval. This project is located south of Knapp Street and west of East Beltline Avenue in the Utility Service District of the City and has been previously approved in concept by staff. #16009

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution approving a Construction Agreement between the City of Grand Rapids, and Knapp’s Corner Flats, LLC, and acceptance of two Public Utilities Easements to facilitate public sanitary sewer and water main construction in connection with Sanitary Sewer and Water Main in Public Easement (NE) (Knapp’s Corner Flats).

WHEREAS, it is necessary to approve a Construction Agreement between the City of Grand Rapids and Knapp’s Corner Flats, LLC, and accept two Public Utilities Easements for the construction of public sanitary sewer and water main facilities in connection with Sanitary Sewer and Water Main in Public Easement (NE) (Knapp’s Corner Flats); therefore

RESOLVED:

1. That the aforesaid Construction Agreement be approved and that, upon approval as to form by the City Attorney, the Mayor and City Clerk be authorized to execute said Agreement on behalf of the City; and

2. That the City accept two Public Utilities Easements for the construction and maintenance of public utilities from the following property owner, with description of the aforesaid Easements and for the nominal considerations as noted, which were paid by the developer:

Easement 1: Meijer, Inc. $1.00 2929 Walker Avenue NW Grand Rapids, MI 49544

1997 East Beltline Avenue NE, Parcel No. 41-14-15-226-039


Description Part A: Part of the NE 1/4 of Section 15, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as: Commencing at the NE corner of said Section 15; thence N88°48'37"W 1344.13 feet along the North line of said NE 1/4; thence S01°38'04"W 1251.40 feet to the PLACE OF BEGINNING of the centerline of a 20.0 foot wide strip of land: thence S88°21'41"E 73.60 feet to the West line of an existing 20.0 foot wide easement for public utilities as recorded in Liber 3953, Page 897 and the place of ending of said 20.0 foot wide strip of land. Contains 1,472 square feet.

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Description Part B: Part of the NE 1/4 of Section 15, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as: Commencing at the NE corner of said Section 15; thence N88°48'37"W 1344.13 feet along the North line of said NE 1/4; thence S01°38'04"W 721.21 feet to the PLACE OF BEGINNING of the centerline of a 20.0 foot wide strip of land: thence S88°15'45"E 74.53 feet to the West line of an existing 20.0 foot wide easement for public as recorded in Liber 3953, Page 897 and the place of ending of said 20.0 foot wide strip of land. Contains 1,490 square feet.

Easement 2:

Knapp’s Corner Flats, LLC $1.00

8910 Purdue Road, Suite 730 Indianapolis, IN 46268

3100 Knapp Street NE, Parcel No. 41-14-15-226-032 Public Utilities Easement Description:

Description Part A:

Part of the NE 1/4 of Section 15, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as: Commencing at the NE corner of said Section 15; thence N88°48'37"W 1794.12 feet along the North line of said NE 1/4 to the West line of the East 132.00 feet of the West 3/4 of the NE 1/4 of said Section; thence S01°38'04"W 663.69 feet along said West line; thence S88°21'56"E 20.53 feet to the PLACE OF BEGINNING of the centerline of a 30.0 foot wide strip of land; thence S01°38'04"W 609.05 feet; thence N88°53'40"W 20.53 feet to the West line of the East 132.00 feet of the West 3/4 of the NE 1/4 of said Section and the place of ending of said 30.0 foot wide strip of land. Contains 18,887 square feet.

Description Part B:

Part of the NE 1/4 of Section 15, T7N, R11W, City of Grand Rapids, Kent County, Michigan, described as: Commencing at the NE corner of said Section 15; thence N88°48'37"W 1344.13 feet along the North line of said NE 1/4; thence S01°38'04"W 721.21 feet to the PLACE OF BEGINNING of the centerline of a 20.0 foot wide strip of land: thence N88°15'45"W 99.21 feet to Reference Point "A'; thence S01°38'04"W 106.95 feet; thence S88°03'30"E 24.33 feet; thence N88°03'30"W 24.33 feet; thence S01°38'04"W 222.32 feet; thence S88°03'30"E 24.28 feet; thence N88°03'30"W 24.28 feet; thence S01°38'04"W 4.23 feet; thence S40°15'32"E 74.36 feet; thence S01°38'04"W 141.51 feet; thence S88°21'41"E 49.58 feet; thence N88°21'41"W 49.58 feet; thence S01°38'34"W 60.08 feet; thence N01°38'34"E 23.98 feet; thence N88°21'18"W 175.25 feet; thence S01°56'30"W 25.00 feet; thence N01°56'30"E 25.00 feet; thence N88°21'18"W 185.25 feet; thence S01°38'04"W 21.76 feet; thence N01°38'04"E 21.76 feet; thence N88°21'18"W 39.90 feet to the West line of the East

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132.00 feet of the West 3/4 of the NE 1/4 of said Section; thence S88°21'18"E 39.90 feet; thence N01°38'04"E 166.43 feet; thence N43°31'40"E 91.79 feet; thence N01°38'04"E 2.38 feet; thence N88°40'22"W 26.00 feet; thence S88°40'22"E 26.00 feet; thence N01°38'04"E 248.31 feet; thence N88°40'22"W 26.00 feet; thence S88°40'22"E 26.00 feet; thence N01°38'04"E 134.01 feet; thence S88°21'56"E 124.03 feet; thence S01°56'30"W 27.00 feet; thence N01°56'30"E 27.00 feet; thence S88°21'56"E 78.49 feet; thence S44°08'07"E 65.68 feet; thence S01°38'04"W 7.26 feet to Reference Point "A" and the place of ending of said 20.0 foot wide strip of land. Contains 42,727 square feet.

3. That the City Clerk is hereby authorized and directed to record the aforesaid

Easements with the Kent County Register of Deeds. Prepared by Jack Stegehuis and Rick DeVries

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FOR: AMERICAN KENDALL PROPERTIES, LLC ATTN: MICHAEL SPEEDY 8910 PURDUE ROAD; SUITE 730 INDIANAPOLIS, IN 46268

IN: PART OF THE NE 1/4 OF SECTION 15, T7N, R11W, CITY OF GRAND RAPIDS, KENT COUNTY, MICHIGAN.

5252 Clyde Park, S.W. Grand Rapids, MI 49509Phone: (616) 531-3660 Fax: (616) 531-2121www.exxelengineering.com

PUP PLANKNAPP FLATS - 3100 KNAPP STREET

P:\Projects\142023\Drawings\dwg\142023-GR-PUP.dwg, PUP, 1/21/2016 11:51:31 AM, jroot

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FOR

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5252 Clyde Park, S.W. Grand Rapids, MI 49509

Phone: (616) 531-3660 Fax: (616) 531-2121

www.exxelengineering.com

77REV. NO. DESCRIPTION

5420

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FLATS

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DATE: June 14, 2016




FROM: Kara Wood, Economic Development Director

Economic Development Department

SUBJECT: Resolution scheduling a public hearing to consider a Brownfield

Plan Amendment under Act 381 of 1996 for the 1001 Monroe, LLC

redevelopment project located at 1001 Monroe Avenue NW

Attached is a resolution setting July 12, 2016 at 7:00 p.m. as the date and time when the City Commission will hold a public hearing to consider an application for a Brownfield Plan Amendment under Act 381 of 1996 (“Act 381”), filed by 1001 Monroe, LLC, for a project located at 1001 Monroe Avenue NW. The subsequent agenda item schedules a public hearing on the application for a Neighborhood Enterprise Zone for the project and more fully describes the applications and the project. KLW/jk cc: Eric R. DeLong Attachments

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution scheduling a public hearing on an amendment to the Brownfield Plan of the City of Grand Rapids Brownfield Redevelopment Authority related to the 1001 Monroe, LLC Redevelopment Project.

WHEREAS:

1. The City Commission previously approved the Brownfield Plan (the "Plan") of the City of Grand Rapids Brownfield Redevelopment Authority (the "Authority") December 22, 1998, pursuant to the Brownfield Redevelopment Financing Act, Act 381 of the Public Acts of Michigan of 1996, as amended, MCL 125.2651 et seq.; and

2. The Authority has pursuant to Act 381 approved and recommended an

amendment of the Plan for the 1001 Monroe, LLC redevelopment project (the "Project") identified therein (the "Amendment"); and

3. Before considering approval of the Amendment the City Commission must

hold a public hearing in accordance with Act 381; therefore

RESOLVED:

1. That a public hearing be held to consider the Amendment to the Plan of the Authority; and

2. That the public hearing be held on Tuesday, July 12, 2016, at 7:00 p.m., in

the City Commission Chambers on the 9th Floor of City Hall, 300 Monroe Avenue NW, in the City; and

3. That the City Clerk give or cause to be given public notice of the hearing in

accordance with Act 381; and 4. That, in accordance with the provisions of Act 381, the City Clerk give or

cause to be given notice of the public hearing to each of the taxing jurisdictions that levy taxes on property included in the Project subject to capture under Act 381; and

5. That a copy of the Amendment be held in the Economic Development

Office of the City located on the 9th Floor of City Hall, 300 Monroe Avenue NW, in the City for public examination and inspection; and

6. That all resolutions or parts of resolutions in conflict herewith shall be and

the same are hereby rescinded. Prepared by Emily Madsen and Richard A. Wendt

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A PUBLIC HEARING ON AN AMENDMENT TO THE BROWNFIELD PLAN OF THE CITY OF GRAND RAPIDS BROWNFIELD REDEVELOPMENT AUTHORITY FOR THE 1001 MONROE, LLC REDEVELOPMENT PROJECT

A public hearing will be held before the Grand Rapids City Commission in the City Commission Chambers, 9th Floor, City Hall at 300 Monroe Avenue, N.W., in the City of Grand Rapids on Tuesday, July 12, 2016, at 7:00 p.m., in accordance with the Brownfield Redevelopment Financing Act, Act 381 of the Public Acts of Michigan of 1996, as amended, MCL 125.2651 et seq. ("Act 381"). The hearing is to consider whether an amendment to the Brownfield Plan of the City of Grand Rapids Brownfield Redevelopment Authority (the "Authority") related to the 1001 Monroe, LLC Redevelopment project (the "Project"), as described therein and recommended to the City Commission (the "Amendment"), (a) meets the requirements of Act 381, (b) proposes a method of financing the costs of eligible activities which is able to be arranged and is feasible, (c) proposes eligible activities that are reasonable and necessary to carry out the purposes of Act 381, and (d) sets forth a reasonable estimate of captured taxable value to result from adoption of the Amendment. The Amendment applies to property generally located at 1001 Monroe Avenue N.W. in the City of Grand Rapids, Michigan. The Project described in the Amendment includes demolishing an existing vacant building and construction of a new five-story mixed use building containing approximately 3,600 square feet first floor commercial space, approximately 32 residential rental apartments and an approximately 32 space parking garage. All information related to the Project and the Amendment, including maps and a description of the Project and the Amendment is available for public inspection at the City's Economic Development Office, 9th Floor, City Hall, 300 Monroe Avenue, N.W., Grand Rapids, Michigan, between the hours of 8:00 a.m. and 5:00 p.m. weekdays. Any aspect of the Project and the Amendment may be discussed at the public hearing and all interested persons will be given an opportunity to be heard. If you would prefer to send written comments for consideration, please forward them prior to the public hearing to the City's Economic Development Office, Attention: Kara Wood, Economic Development Director, at the above address. Or, if you have questions, you may call 456-3196. We'll be pleased to answer them. Darlene O’Neal City Clerk

GRAPIDS 61291-302 409840v1

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DATE: June 14, 2016




FROM: Kara Wood, Economic Development Director

Economic Development Department

SUBJECT: Resolution scheduling a public hearing to consider the

establishment of a Neighborhood Enterprise Zone - 1001 Monroe,

LLC at 1001 Monroe Avenue NW

Attached is a resolution setting July 12, 2016 at 7:00 p.m. as the date and time when the City Commission will hold a public hearing to consider the establishment of the 1001 Monroe Avenue NW Neighborhood Enterprise Zone for the property located at 1001 Monroe Avenue NW (the “Property”). The public hearing is to be held in connection with an application for a 13-year Neighborhood Enterprise Zone Exemption Certificate filed by 1001 Monroe, LLC (the “Developer”), an entity affiliated with Orion Construction. The Developer has also submitted a Brownfield Plan Amendment for the project, and a public hearing is anticipated to be held on that application, also on July 12, 2016. The Property is located in both the Monroe North Tax Increment Finance Authority (Monroe North TIFA) and the SmartZonesm Local Development Finance Authority’s (SmartZonesm LDFA) development districts. Pursuant to Commission policy, the project has been presented to the overlapping tax increment finance authorities for consideration. The SmartZonesm LDFA approved the application on May 20, 2016, and the Monroe North TIFA approved the application on May 11, 2016. 1001 Monroe, LLC owns the Property and has plans to demolish the existing single-story structure and to construct a new five-story mixed-use project that would contain 32 market-rate rental units, approximately 3,600 square feet of ground floor restaurant space, and a 32 car parking facility integrated into the first floor of the project. The residential component of the project is comprised of one and two bedroom apartments with rents projected to range from $1,625 to $3,500 ($1.84/square foot to $2.12/square foot) depending on the size and layout of the unit. Although no tenant has been secured, the Developer anticipates a restaurant user in the commercial space with outdoor seating along the river.

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The estimated investment in the redevelopment is approximately $9,605,000, with hard construction costs of approximately $7,061,000. An estimated 30 new full-time jobs are expected to be created, with wages of approximately $18/hr. In addition to employment based income taxes, staff estimates that residents of the apartments could generate an additional $14,454 in new City income taxes. The proposed project is substantially similar to much of housing found in the census tract. According to 2010-2014 American Community Survey estimates, 75% of housing units are studio, one or two bedroom units, 67.2% are rental units as opposed to owner-occupied, and 57% of dwelling units are found in multi-family buildings. The project qualifies for the establishment of a Neighborhood Enterprise Zone as it meets the criteria established in Public Act 147 of 1992, as amended (the “Act”), including (i) being located in an area that is zoned and primarily used for business (i.e. Transitional City Center zone district), (ii) is a mixed-use building with commercial space on the ground floor, and (iii) is available for rent or lease. The NEZ designation would provide for an approximately 50% reduction in property taxes over a period of 10-years with three additional years of exemption during the phase out period described in the Act for a total of a 13-year NEZ exemption. The project qualifies for one additional year above the 12-year standard exemption pursuant to City Commission policy 900-45 because it meets City Investment Criteria 4.A. by providing public access to and along the Grand River by permanent easement in conformance with the purpose and intent of the Urban Open Spaces section of the City’s Zoning Ordinance and in furtherance of Goal 1 of GR Forward to restore the Grand River as the draw for downtown and enhance connections to the river corridor. The aspect of the project has been approved by the City’s Planning Commission. The Property qualifies as a brownfield due to the presence of various contaminants in both the soil and groundwater. Through the Brownfield Plan Amendment, the Developer is seeking reimbursement of brownfield eligible activities including environmental site assessment, demolition, site preparation, public infrastructure improvements and the privately owned parking structure, all estimated at just over $1 million. Reimbursement is estimated to occur over a period of 25 years. The project has been presented to the Planning Commission for consideration of several aspects including the treatment of both the river facing and Monroe Avenue facing sides of the building and the access provided to the Grand River. The Planning Commission approved a reduced width of access in favor of enhanced aspects of the project achieved by widening the building. The property is surrounded by public parks and therefore access to the Grand River is not necessarily reduced by the narrower access, but will be enhanced by the Developer’s improvements. The project is in accordance with the City’s Master Plan. There are no significant environmental concerns at the Property and the applicant is current on all of its tax liabilities to the City. Pursuant to Commission Policy 900-45, the Neighbors of Belknap Lookout (NOBL) Development Committee has reviewed and supported the project, and the NOBL board will review the project at their meeting on June 14, 2016. A letter of support from NOBL

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will be required to proceed with the application. The Monroe North Business Association has also submitted a letter of support, and the Developer has met with the Boardwalk Condominium Association representatives to discuss the project as it is directly adjacent to that project. The Economic Development Project Team will review the project at its meeting on June 7, 2016.

PROJECT PROJECTIONS

Total Amount City of Grand Rapids

Portion

Investment – Real Property $7,061,000

Investment – Personal Property $0

Existing Jobs Retained 0

New Jobs (FTE) 30

Average Hourly Wage $18.00

Total New Taxes Generated per year $148,734 $26,890

Taxes Abated per year $62,451 $13,864

Taxes Paid per year $86,283 $13,026

New City Income Taxes (annual) $27,558

KLW/jk cc: Eric R. DeLong Attachments

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YOUR COMMUNITY DEVELOPMENT COMMITTEE recommends adoption of the following resolution scheduling a public hearing on the designation of The 1001 Monroe Avenue NW Neighborhood Enterprise Zone in accordance with P.A. 147 of 1992, as amended. RESOLVED: 1. That a public hearing be held on Tuesday, July 12, 2016, at 7:00 p.m., in the City Commission Chambers on the 9th Floor of City Hall, 300 Monroe Avenue NW, in the City of Grand Rapids, to consider the designation of The 1001 Monroe Avenue NW Neighborhood Enterprise Zone, as highlighted in the attached map on the land situated in the County of Kent, City of Grand Rapids, State of Michigan legally described as follows:

A PARCEL OF LAND COM AT A PT 560.83 FT SW LY ON W LINE OF MONROE AVE FROM PT OF INTERSECTION OF SD W LINE OF MONROE AVE WITH CENTER LINE OF COLDBROOK ST PRODUCED W TH SW LY ALONG W LINE MONROE AVE 199.79 FT TH W PAR SD CENTER LINE COLDBROOK ST PRODUCED W TO E DOCK LINE OF GRAND RIVER TH NE LY ALONG SD E DOCK LINE TO THE INTERSECTION OF A LINE DRAWN PERPENDICULARLY TO W LY LINE MONROE AVE FROM PLACE OF BEG TH SE LY ALONG SD LINE PERPENDICULAR TO MONROE AVE TO BEG EXCEPT RT OF WAY OF G R TERMINAL RR CO* KENT PLAT

Permanent Parcel No.: 41-13-24-276-003 Commonly known as: 1001 Monroe Avenue NW

2. That the City Clerk shall give written notice to the Assessor and to the governing body of each taxing unit that levies ad valorem property taxes in the proposed Neighborhood Enterprise Zone and shall publish a notice of the public hearing in The Grand Rapids Press. Prepared by Jonathan Klooster

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Economic Development OfficeJune 2016

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