City Council
Regular MeetingTaylor, MI · March 4, 2025
Agenda
TIMOTHY WOOLLEY
Mayor
City of Taylor CITY COUNCIL
DOUGLAS A. GEISS
CYNTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Tem
Treasurer
23555 GODDARD ROAD Council Members
Taylor, MI 48180 TINA DANIELS
CHARLEY JOHNSON
PHONE: (734) 287 6550 LINDSEY ROSE
ANGIE WINTON
www.cityoftaylor.com
The Regular Council Meeting of the Taylor City Council will be held on Tuesday March 04, 2025 in
the Taylor Municipal Building at 23555 Goddard Rd., Taylor, MI to begin promptly at 6:30 PM
AGENDA
1. Call to order
2. Invocation
3. Pledge of Allegiance
4. Roll Call
5. AGENDA AND MINUTES
5.1 Motion to approve the Agenda.
5.2 Motion to approve the acceptance of the minutes of the meeting held February 18, 2025 and
dispense with oral reading.
2025_02_18 Final.pdf
6. MAYOR COMMUNICATIONS
7. CONSENT AGENDA
7.1 Motion to amend CCR #: 8.390-24 to increase authority for an amount not to exceed
$57,500, funded through TBA Capital Outlay.
Taylor F550 UTS RFQ Quote 012725.pdf
ccr8_390_24.pdf
7.2 Motion to receive & file the Police and Fire Pension Performance Review December 31,
1
2024.
20250225085258252.pdf
7.3 Motion to receive & file the General Employees Retirement System Performance Review
December 31, 2024.
20250225085321799.pdf
8. REGULAR AGENDA
8.1 Motion to approve Dell, MI Deal State bid, for the purchase of a high performance computer
to operate the forensic Graykey system, for an amount of $3,422. Funded through Police IT
Fund.
GraykeyComputerDell.pdf
8.2 Motion to approve Load-O-Meter, sole source, scale distributor, for repairs on five (5) Police
CMV Truck Scales, in an amount not to exceed $5,896. Funded through General Fund -
Police Equipment Repair and Maintenance.
CMV Scale Repair Quote.pdf
Sole Source Load-O-Meter.pdf
8.3 Motion to approve American Air Operations for providing Part 107 Drone Pilot Licensing,
Drone System and Flight Training to eleven (11) Officers in an amount not to exceed $4,345.
Funded through General Fund - Police Training Fund.
Drone System Flight Training.pdf
8.4 Motion to approve Load-O-Meter, sole source, for four (4) CMV Scale Leveling Mats in an
amount not to exceed $3,900, funded through General Fund - Police Operating Supplies.
Leveling Mats Quote.pdf
Sole Source - CMV Scale Leveling Mats.pdf
8.5 Motion to approve Design2Welness, low quote, to provide and deliver a Matrix Performance
Climbmill at the Recreation Center for an amount not to exceed $11,300, funded through
TBA Capital Outlay.
Design2Wellness Quote (No Installation).pdf
Rec Center - Matrix ClimbMill Quote Summary.pdf
8.6 Motion to approve Audia Concrete Constructions, Inc., to perform additional concrete repairs
on Local roads in an amount not to exceed $400,000. Funded through Local Street Fund.
(2) 2023 Concrete Panel Replacement Contract (Extended 2024) Complete & Executed CLG
(82 Pages).pdf
8.7 Motion to approve Audia Concrete Construction, current vendor, to perform project
restorations on the 2023 Monroe Boulevard Pavement Rehabilitation Project for an amount
not to exceed $290,000. Funded through 2021 MTF Bond Issuance.
(3) Monroe Boulevard Pavement Rehabilitation Estimate (Final Restorations) 02-24-2025
CLG.pdf
8.8 Motion to approve three (3) Department of Public Works employees to attend the 2025
American Public Works Association (APWA) Great Lakes Expo in an amount not to exceed
$6,500. Funded through Water Supply System Fund.
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(1) 2025 APWA Great Lakes Expo (2025 Notification, 2024 Flyer, and 2024 Event
Attendance) (1).pdf
8.9 Motion to approve City of Taylor budget amendment 2025-00e dated March 4, 2025.
Budget Amendment 2025-003.pdf
8.10 Motion to approve the attendance of two (2) City Clerk's Office employees at the 2025
Michigan Association of Municipal Clerks Education Day in the amount not to exceed $450
plus out of pocket expenses. Funded through Clerk's Office, Training and Transportation
Account.
MAMC Education Day fllyer.pdf
8.11 Motion to approve D/A Central, sole source, for the access control system at the new Animal
Shelter in the amount of $48,246 with a contingency of $4,500 for a total amount not to
exceed $52,746. Funded through Animal Shelter Capital Outlay.
Access Control for remodeled Animal Shelter-QUOTE_22490.1.pdf
DA Central Sole Source.pdf
8.12 Motion to nominate and appoint ____ to fill the vacant position on the Taylor City Council,
per section 4.5 of the City Charter.
9. OPEN BUSINESS
10. ADJOURNMENT
3
TIMOTHY WOOLLEY CITY COUNCIL
Mayor City of Taylor DOUGLAS A. GEISS
CYNTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Tem
Treasurer
Council Members
TINA DANIELS
23555 GODDARD ROAD CHARLEY JOHNSON
Taylor, MI 48180 LINDSEY ROSE
ANGIE WINTON
PHONE: (734) 287-6550
www.cityoftaylor.com
MINUTES
The regular meeting of the Taylor City Council was held on Tuesday, February 18, 2025 at 6:30 p.m. in
the Taylor Municipal Building at 23555 Goddard Road, Taylor, Michigan. Council Chairman Douglas A.
Geiss called the meeting to order.
Present: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina
Daniels
Also Present: Mayor Woolley, Clerk Cindy Bower, Corporation Counsel Ed Plato, Council Secretary
Tiarra Swain
Excused: Treasurer Michelle Tocco
Motion By: Jill Brandana Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the Agenda.
Unanimously carried
CCR #: 2.49-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the acceptance of the minutes of the meeting held February 4, 2025 and
dispense with oral reading.
Unanimously carried
CCR #: 2.50-25
Page: 1
4
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve going into a closed door at 6:33 p.m. to discuss collective bargaining with the
Taylor Police Officers Labor Association.
Roll Call Vote
Unanimously carried
CCR #: 2.51-25
Reconvened at 7:20 p.m.
Motion By: Charley Johnson Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the Tentative Agreement with the Taylor Police Officers Association of
Michigan.
Interested Parties; D. McDermott
Unanimously carried
CCR #: 2.52-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve solicitation request from Knights of Columbus All Saints Council #4872 to
hold a Tootsie Roll Drive on April 11, 12 and 13, 2025.
Unanimously carried
CCR #: 2.53-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To receive & file emergency payment to Load-O-Meter, scale distributor, for repairs on
three (3) Police CMV Truck Scales, in an amount of $3,930, funded through General Fund
- Police Equipment Repair and Maintenance.
Unanimously carried
CCR #: 2.54-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To receive & file the January 2025 Budget Performance Report.
Unanimously carried
CCR #: 2.55-25
Page: 2
5
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To receive & file the January 2025 Paid Invoice Report
Unanimously carried
CCR #: 2.56-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve CDW, MI Deal State Bid, for the purchase of VMWare Hypervisor licensing,
for an amount of $48,149. Funded through IT Contractual Services.
Unanimously carried
CCR #: 2.57-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Data National, for AS400 Programming Support 200 hours, in an amount to
not exceed $25,000, funded through General Fund IT Contractual Services.
Unanimously carried
CCR #: 2.58-25
Motion By: Tina Daniels Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the renewal of PoliceOne Academy Training and Grant Module, through
Lexipol, LLC., for a cost not to exceed $7,247, funded through General Fund - Police
Contractual Services.
Unanimously carried
CCR #: 2.59-25
Motion By: Charley Johnson Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Precision Electric, low bid, for the purchase of three (3) replacement wall
mounted vehicle drop shorelines in an amount not to exceed $5,425. Funded through
General Fund-Fire Department- Repair and Maintenance.
Unanimously carried
CCR #: 2.60-25
Page: 3
6
Motion By: Tina Daniels Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Metro Airport Truck for repairs to Squad One in an amount not to exceed
$5,046, funded through General Fund- Fire Department, Repairs and Maintenance
Account.
Unanimously carried
CCR #: 2.61-25
Motion By: Charley Johnson Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To receive & file 0% interest deferred loan for project #2025 -01 for work to be performed
by Pauly's Sewer & Drain, per low quote, for Emergency Sewer Replacement in the amount
of $10,000. Funded through the Community Development Block Grant Home
Rehabilitation account. Not to exceed program limits.
Unanimously carried
CCR #: 2.62-25
Motion By: Lindsey Rose Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Smiley Tire Company, sole source, for tire purchases in an amount not to
exceed $2,177. Funded through General Fund-Fire Department, Repairs and Maintenance.
Unanimously carried
CCR #: 2.63-25
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the lease agreement between the City of Taylor and Maggie's Sweet Shop, as
attached.
Unanimously carried
CCR #: 2.64-25
Page: 4
7
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the lease agreement between the City of Taylor and Massage by Nancy, as
attached.
Unanimously carried
CCR #: 2.65-25
Motion By: Jill Brandana Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve authorizing the Mayor to sign and accept the Municipal and Community Credit
Contract from SMART, for the contract period of July 1, 2024 through June 30, 2025 in
the amount of $182,867.
Unanimously carried
CCR #: 2.66-25
Motion By: Lindsey Rose Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To amend CCR#6.302-24 Senior Services Smart Transportation, Adding National Trails
in an amount not to exceed $19,000.
Unanimously carried
CCR #: 2.67-25
Motion By: Jill Brandana Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Bianco Tours, to provide travel services, per the attached document, for an
amount not to exceed $5,800. Funded through Senior Center Donation Account.
Unanimously carried
CCR #: 2.68-25
Motion By: Lindsey Rose Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Gross Electric, low bid, to provide a quantity of 4,000 TYPE B LED tubes for
an amount not to exceed $13,636. Funded through TBA Capital Outlay.
Unanimously carried
CCR #: 2.69-25
Page: 5
8
Motion By: Jill Brandana Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve creation of a purchase order for Detroit Salt in the amount of $130,000, funded
through Operating Supplies-Salt.
Unanimously carried
CCR #: 2.70-25
Motion By: Tina Daniels Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Equipment Blades, low bidder, for the purchase of under blades for DPW salt
trucks, for an amount not to exceed $10,400. Funded through Vehicle Maintenance
Equipment.
Unanimously carried
CCR #: 2.71-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve State of Michigan for the City of Taylor MS4 NPDES Permit 2025 Annual Fee
in an amount of $5,000, funded through Major Road Fund.
Unanimously carried
CCR #: 2.72-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve setting the public hearing for the City's Fiscal Year 2025/2026 proposed budget
for April 29, 2025 at 6 p.m. The property tax millage rate proposed to be levied to support
the budget will be subject to this hearing.
Unanimously carried
CCR #: 2.73-25
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve adjournment at 7:55 p.m.
Unanimously carried
CCR #: 2.74-25
Page: 6
9
_____________________________________ ________________________________
Douglas A. Geiss, Chairman Cynthia A. Bower, City Clerk
Page: 7
10
900 Grand Oaks Drive | Howell, MI 48843 | www.ttspec.com | ph: (517) 552-3855 | fx: (517) 552-3666
January 27, 2025
City of Taylor
23555 Goddard Road, Taylor, MI 48180
Attn: Darin Grabowski, ph: (734) 301-0109 & Jim Swain, ph: (734) 330-3138
HQO004068
Equipment Quotation
The following pricing will be based on City of Rochester Hills RFP-RH-20-023 contract awarded September 2020
Chassis: 2024 Ford F550, Regular Cab, DRW, 4x4, 145” WB, 60” CA, 19,500# GVWR, gas or diesel engine, auto
trans including live power PTO provision, OEM brake controller, OEM factory camera, chassis upfitter switches &
snow plow prep
Install Crysteel 9’ S-Tipper Dump Body including the following:
108” length, 87” inside width, 96” outside width
Sides: 10-gauge 201 stainless steel, rigid sides, 16” high
Tailgate: 10-gauge 201 stainless steel, 3-panel, 22” high with quick-drop release handle
Capacity: 3-4 cubic yards
Floor: 3/16” AR450 floor
Understructure: 7-gauge A1011 7” Western-style crossmemberless understructure
Boxed top rail
Square rear corner posts with integral tarp hooks and select-style chain slots
Single 6” oval cut-out for STT lights as low as possible in each rear pillar
¼ straight integral cabshield, 10-gauge 201 stainless steel with 9” x 35” tapered window in bulkhead
Install two (2) shovel holders mounted on bulkhead
Install 8” hardwood sideboards (4.4 yard capacity with sideboards)
Install Crysteel Lo-Boy full-subframe scissor Hoist with body prop including the following:
Model LBS-516 with double-acting hydraulics, 50-degree dump angle
Capacity: 9.8 tons
Install Manual Tarp System including the following:
Hand-crank style, mounted at the cabshield with mesh tarp material and rear tarp hooks
Install Central Hydraulic System to operate dump hoist, auger and spinner including the following:
Muncie PTO with direct-mount gear pump, includes overspeed protection for PTO
25-gallon stainless steel hydraulic tank, 25-micron tank-mounted filter, filled with AW-32 hydraulic oil
Ball valve shut-off on supply line
Install Rexroth 3m4-12 Control Valve with unloader lateral inlet (2,750 PSI) and the following sections:
DA 12V on/off with 500 PSI A port LS relief section for Hoist (15 GPM)
SA EPC section with 2,000 PSI B port LS relief for Spinner (8 GPM)
SA EPC section with 2,000 PSI B port LS relief for Conveyor (15 GPM)
Two (2) valve extension cables
Stainless steel 16” valve enclosure with removable lid on side of chassis frame
Electric controls for the hoist in-cab
Rexroth CS620 Spreader Controller that can operate in open or closed-loop ground speed orientation,
groundspeed triggered or manual modes including pause & blast features
Stainless steel pipe hydraulic lines to rear for spreader
Stainless steel quick couplers for spreader with dust caps and plugs
All necessary hoses and fittings
Install Monroe model MS966-RF-GB Undertailgate Spreader including the following:
Type 201 stainless steel construction, unpainted
1
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900 Grand Oaks Drive | Howell, MI 48843 | www.ttspec.com | ph: (517) 552-3855 | fx: (517) 552-3666
7-gauge trough and ¼” endplates, stainless steel inner tailgate shields
6” auger with reverse-flighting and 4” flight spacing for center-left discharge
5:1 gear box with direct-mounted motor
Spinner motor includes a seal-saver kit with grease zerk
Trough-hung self-leveling spinner with 18” poly spinner disc
Full top and bottom opening
Stainless steel hydraulic quick couplers for auger and spinner circuits
Install Custom Lighting & Electrical including the following:
Chassis upfitter switches for front flashers, body flashers, spreader work lights & PTO
In-cab indicator lights for low oil & PTO
Body-up light, in-cab with installed proximity switch
Eight (8) SoundOff mPower (mo. EMPS20V38-P) amber/green flashers flush-mounted:
Two (2) on the chassis grille
Four (4) on cabshield, two front-facing & two side-facing
Two (2) at top of rear pillar, one each side
Two (2) SoundOff 6” oval LED S/T/T in bottom cut-out of rear pillar, one each side
Two (2) Maxxima 4” round LED spreader work lights at rear of dump, one each side
LED body clearance lights and reflectors
Betts junction box at rear of dump
Backup alarm
Install Rear Hitch Assembly including the following:
¾” steel mounting plate, with bolt-on PH-20 Hitch and multi-drill holes
Heavy-duty “D” rings for safety chains
Recess OEM STT lights in hitch plate
7-way RV flat-pin plug
OEM integrated trailer brake controller (if chassis equipped)
Remount OEM factory backup camera at rear (if chassis equipped)
Install Luverne Grip-Step running boards (mos. 415060 & 401721)
Install WeatherTech Floor Liners, Black (mo. 4410541V)
Install Mudflaps before and after drive tires
Install Boss 9’2” Power-V DXT Stainless Steel Blade Snow Plow including the following:
Stainless steel, full-trip moldboard with trip-edge
Rubber snow deflector, plow shoes and blade guides
Includes truck under-carriage mount, wiring harnesses and in-cab SmartTouch2 controls
Plow lights with SmartLight3 LED lighting
Paint Dump underbody, hoist and rear hitch painted Black
Stainless steel dump not painted
Above equipment installed pricing: $57,500.00 ea.
Minimum full 1-year warranty on parts and labor on all equipment.
Crysteel dump body & hoist include 3-year 100% parts & labor warranty; additional 2 years, 50% parts & labor.
Payment Terms: Net 30. Pricing effective for 30 days.
FOB: City of Taylor
Delivery: 10-11 months ARO, depending on chassis arrival
Thank you for the opportunity to quote.
Respectfully submitted by,
Jon Luea/Brian Bouwman
2
12
Motion By: Tina Daniels Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Allie Brothers, Police Academy vendor, for new hire police academy
uniforms and equipment in an amount not to exceed $2,324, funded through General
Fund Police Uniforms.
Unanimously carried
CCR #: 8.388-24
Motion By: Tina Daniels Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve sending four (4) Police Officers to attend the 2024 Michigan Association of
Hostage Negotiators Conference in Traverse City, MI, for an amount of $1,714, plus out
of pocket expenses, funded through General Fund Police Training.
Unanimously carried
CCR #: 8.389-24
Motion By: Anige Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Truck & Trailer Specialties, Inc. for the purchase & outfitting of a dump
truck for install on a Ford F550 chassis, for an amount not to exceed $57,005, funded
through TBA Capital Outlay.
Unanimously carried
CCR #: 8.390-24
Motion By: Angie Winton Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Alta Equipment, sole source, for repair to the Compost Site Loader in an
amount not to exceed $39,059, funded through ACT 179 Fund Compost Equipment
Repair & Maintenance Account.
Unanimously carried
CCR #: 8.391-24
Page: 6
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City of Taylor Mail - Your Dell Quote 3000186225124.1 2/24/25, 1:09 PM
Ryan Moore <rmoore@ci.taylor.mi.us>
Your Dell Quote 3000186225124.1
1 message
Holly.Mcwilliams@dell.com <Holly.Mcwilliams@dell.com> Mon, Feb 24, 2025 at 12:51 PM
To: rmoore@ci.taylor.mi.us
Your quote is ready for purchase.
Complete the purchase of your personalized quote through our secure online checkout
before the quote expires on Mar. 26, 2025.
You can download a copy of this quote during checkout.
Place your order
Quote No. 3000186225124.1 Sales Rep Holly Mcwilliams
Total $3,422.00 Phone 737-289-0160
Customer # 4373692 Email Holly_Mcwilliams@Dell.com
Quoted On Feb. 24, 2025 Billing To ACCOUNTING DEPT
Expires by Mar. 26, 2025 CITY OF TAYLOR
23555 GODDARD RD
Contract Name State of Michigan
TAYLOR, MI 48180-4116
MiDeals Agreement
Contract Code C000000009850
Customer Agreement # 071B6600111
Deal ID 26744610
Message from your Sales Rep
Please use the Order button to securely place the order with your preferred payment
method online. You may contact your Dell sales team if you have any questions. Thank
you for shopping with Dell.
https://mail.google.com/mail/u/0/?ik=5718e8ac33&view=pt&search=…Cmsg-f:1824962093525192921&simpl=msg-f:1824962093525192921&mb=1 Page 1 of 5
34
City of Taylor Mail - Your Dell Quote 3000186225124.1 2/24/25, 1:09 PM
Regards,
Holly Mcwilliams
Product Unit Price Quantity Subtotal
Precision 3680 Tower $3,422.00 1 $3,422.00
Subtotal: $3,422.00
Shipping: $0.00
Non-Taxable Amount: $3,422.00
Taxable Amount: $0.00
Estimated Tax: $0.00
Total: $3,422.00
Shipping Group Details
Shipping To Shipping Method
RECEIVING DEPT Standard Delivery
CITY OF TAYLOR
23555 GODDARD RD
TAYLOR, MI 48180-4116
(619) 532-5600
Unit Price Quantity Subtotal
Precision 3680 Tower $3,422.00 1 $3,422.00
Estimated delivery if purchased today:
Mar. 07, 2025
Contract # C000000009850
Customer Agreement # 071B6600111
Description SKU Unit Price Quantity Subtotal
Precision 3680 Tower CTO Base 210-BLLP - 1 -
Intel Core i9 14th Gen 14900 (36 MB cache, 24 338-CNTS - 1 -
cores, 32 threads, 2.0 GHz to 5.8 GHz, 65W)
Windows 11 Pro, English, Spanish, French, 619-ARSE - 1 -
https://mail.google.com/mail/u/0/?ik=5718e8ac33&view=pt&search=…msg-f:1824962093525192921&simpl=msg-f:1824962093525192921&mb=1 Page 2 of 5
35
City of Taylor Mail - Your Dell Quote 3000186225124.1 2/24/25, 1:09 PM
Brazilian Portuguese
Activate Your Microsoft 365 For A 30 Day Trial 658-BCSB - 1 -
Precision 3680 Tower with 1000W (80 Plus 321-BKRN - 1 -
Platinum) PSU, DAO
Premium CPU Air Cooler with VR Heatsink 412-BBJM - 1 -
64GB: 2 x 32 GB, DDR5, 4400 MT/s, non-ECC 370-BBVX - 1 -
NVIDIA GeForce RTX 4090, 24GB GDDR6X, 490-BKBH - 1 -
HDMI, 3 DP
C1 M.2 SSD Boot + SSD 449-BBXF - 1 -
No SATA/SAS RAID 780-BBCJ - 1 -
2 TB, M.2 2280, Gen 4 PCIe NVMe, SSD 400-BRKN - 1 -
Thermal Pad 412-AAZW - 1 -
No Hard Drive 400-AKZR - 1 -
No Hard Drive 400-AKZR - 1 -
No Hard Drive 400-AKZR - 1 -
No Hard Drive 400-AKZR - 1 -
No Additional Network Card Selected (Integrated 555-BBJO - 1 -
NIC included)
E0: No Expansion Bay 429-ABMS - 1 -
CMS Software not included 632-BBBJ - 1 -
Intel Management Engine with vPro 631-BBTZ - 1 -
Dell KB216 Wired Keyboard English 580-ADJC - 1 -
Dell Optical Mouse - MS116 (Black) 570-ABIE - 1 -
ENERGY STAR Qualified 387-BBLW - 1 -
EPEAT 2018 Registered (Gold) 379-BDZB - 1 -
Dell Precision/Pro Max Desktops TPM 340-ACBY - 1 -
System Power Cord C13 (US 125V, 15A) 450-AHDU - 1 -
SERI Guide (ENG/FR/Multi) 340-AGIK - 1 -
Quick Setup Guide, Precision 3680 340-DMVD - 1 -
Shipping Material (DAO) 340-CBUU - 1 -
Ship material - EPEAT Certification 340-CZQO - 1 -
1000W Platinum PSU Label 389-FGRS - 1 -
Intel Core i9 vPro Enterprise Processor Label 389-EDDS - 1 -
Internal Speaker for Precision 520-AAVW - 1 -
No External ODD 429-ABGY - 1 -
Dell Additional Software 634-CHFN - 1 -
Intel Rapid Storage Technology Driver, Precision 409-BCYF - 1 -
3680T
640-BBSW
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36
City of Taylor Mail - Your Dell Quote 3000186225124.1 2/24/25, 1:09 PM
Dell PremierColor 6.2 - 1 -
Custom Configuration 817-BBBB - 1 -
Thank you choosing Dell ProSupport. For tech 989-3449 - 1 -
support, visit //support.dell.com/ProSupport
Dell Limited Hardware Warranty Plus Service 997-2808 - 1 -
ProSupport: 7x24 Technical Support, 3 Years 997-2836 - 1 -
ProSupport: Next Business Day Onsite, 3 Years 997-6782 - 1 -
Subtotal: $3,422.00
Shipping: $0.00
Estimated Tax: $0.00
Total: $3,422.00
CONNECT WITH DELL:
BROWSE MORE OPTIONS:
IT Transformation Laptops Desktops
Electronics &
Servers & Storage 2-in-1's
Accessories
Financing Options Dell Services Dell Support
Subscription Center Events Dell Premier
Important Notes
Terms of Sale
This Quote will, if Customer issues a purchase order for the quoted items that is accepted by Supplier, constitute a contract
between the entity issuing this Quote (“Supplier”) and the entity to whom this Quote was issued (“Customer”). Unless
otherwise stated herein, pricing is valid for thirty days from the date of this Quote. All product, pricing and other information is
based on the latest information available and is subject to change. Supplier reserves the right to cancel this Quote and
Customer purchase orders arising from pricing errors. Taxes and/or freight charges listed on this Quote are only estimates.
The final amounts shall be stated on the relevant invoice. Additional freight charges will be applied if Customer requests
expedited shipping. Please indicate any tax exemption status on your purchase order and send your tax exemption certificate
to Tax_Department@dell.com or ARSalesTax@emc.com, as applicable.
Governing Terms: This Quote is subject to: (a) a separate written agreement between Customer or Customer’s affiliate and
Supplier or a Supplier´s affiliate to the extent that it expressly applies to the products and/or services in this Quote or, to the
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City of Taylor Mail - Your Dell Quote 3000186225124.1 2/24/25, 1:09 PM
extent there is no such agreement, to the applicable set of Dell’s Terms of Sale (available at www.dell.com/terms or
www.dell.com/oemterms), or for cloud/as-a-Service offerings, the applicable cloud terms of service (identified on the Offer
Specific Terms referenced below); and (b) the terms referenced herein (collectively, the “Governing Terms”). Different
Governing Terms may apply to different products and services on this Quote. The Governing Terms apply to the exclusion of
all terms and conditions incorporated in or referred to in any documentation submitted by Customer to Supplier.
Supplier Software Licenses and Services Descriptions: Customer’s use of any Supplier software is subject to the license
terms accompanying the software, or in the absence of accompanying terms, the applicable terms posted on
www.Dell.com/eula. Descriptions and terms for Supplier-branded standard services are stated at
www.dell.com/servicecontracts/global or for certain infrastructure products at www.dellemc.com/en-us/customer-
services/product-warranty-and-service-descriptions.htm.
Offer-Specific, Third Party and Program Specific Terms: Customer’s use of third-party software is subject to the license
terms that accompany the software. Certain Supplier-branded and third-party products and services listed on this Quote are
subject to additional, specific terms stated on www.dell.com/offeringspecificterms (“Offer Specific Terms”).
In case of Resale only: Should Customer procure any products or services for resale, whether on standalone basis or as part
of a solution, Customer shall include the applicable software license terms, services terms, and/or offer-specific terms in a
written agreement with the end-user and provide written evidence of doing so upon receipt of request from Supplier.
In case of Financing only: If Customer intends to enter into a financing arrangement (“Financing Agreement”) for the
products and/or services on this Quote with Dell Financial Services LLC or other funding source pre-approved by Supplier
(“FS”), Customer may issue its purchase order to Supplier or to FS. If issued to FS, Supplier will fulfill and invoice FS upon
confirmation that: (a) FS intends to enter into a Financing Agreement with Customer for this order; and (b) FS agrees to
procure these items from Supplier. Notwithstanding the Financing Agreement, Customer’s use (and Customer’s resale of and
the end-user’s use) of these items in the order is subject to the applicable governing agreement between Customer and
Supplier, except that title shall transfer from Supplier to FS instead of to Customer. If FS notifies Supplier after shipment that
Customer is no longer pursuing a Financing Agreement for these items, or if Customer fails to enter into such Financing
Agreement within 120 days after shipment by Supplier, Customer shall promptly pay the Supplier invoice amounts directly to
Supplier.
Customer represents that this transaction does not involve: (a) use of U.S. Government funds; (b) use by or resale to the U.S.
Government; or (c) maintenance and support of the product(s) listed in this document within classified spaces. Customer
further represents that this transaction does not require Supplier’s compliance with any statute, regulation or information
technology standard applicable to a U.S. Government procurement.
For certain products shipped to end users in California, a State Environmental Fee will be applied to Customer’s invoice.
Supplier encourages customers to dispose of electronic equipment properly.
Electronically linked terms and descriptions are available in hard copy upon request.
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39
CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM
INSTRUCTIONS: Complete this entire form, including BOTH SECTIONS I and II for all sole source purchases. Send
the completed form to the Budget & Finance Department, Central Purchasing. In compliance with Section 4.12 of
the City of Taylor Purchasing Policy, this document shall accompany any sole source request to the City Council as
part of council package for review and consideration. Failure to provide the requested information and supporting
documentation will most likely result in postponement.
If you have any questions, or need additional assistance, contact the Purchasing Office at 734.374.1459 or
734.374.1396. Information is also available at http://www.cityoftaylor.com/purchasing.
NOTE:
1. Price is never a basis for a sole source request.
2. Supporting documentation must accompany this form.
Requisition Title (or) #:
Commodity/service being purchased: Scale Repairs Proposed purchase price: $ 5,896
Proposed / Requested Supplier: Load-O-Meter
Requested by: LT. Jeff Adamisin Department: Police Department
Date: 2/24/25 Email/phone #:
Sole source justification prepared by:
I. SOLE SOURCE JUSTIFICATION
1. A Sole Source Purchase is available from only one supplier and meets at least one of the following criteria
(please check the appropriate boxes):
One-of-a-kind- The commodity or service has no competitive product alternatives on the market.
Compatibility - The commodity or service matches existing brand of equipment for compatibility.
Replacement part - The commodity is a replacement part for a specific brand of existing equipment.
Unique design - The commodity or service meets physical design or quality requirements.
Professional Service - The service falls under the Purchasing Policy Professional Service Section 4.10.
If any of the above apply – Are you aware of other sources (other than the one requested) that could offer the
exact brand or service, such as a distributor, third party broker, or reseller? If so, please list possible sources.
OR
Delivery date - ONLY ONE SUPPLIER can meet necessary delivery date requirement for the
required quantity on .
Emergency - URGENT NEED for the item or service does not permit soliciting competitive
bids, as in cases of emergencies, disaster, etc., which was required on
2. Briefly explain what it is about this product or service that only this vendor can meet: Load-O-Meter is the
only importer and certified service center of Haenni brand scales and accessories
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CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM
3. Indicate if the product or service has been purchased for this department in the past, the approximate date
of purchase, and purchase order number, if known:
4. List the specific important features or specific performance specifications or parameters that make this
product or service unique or proprietary, AND indicate specifically why these unique features are important
to your department operations:
5. List other suppliers generally believed to offer the same or very similar product or service. Indicate if they
were contacted for a description and/or price of their product or service. If they were not contacted,
indicate why they were omitted. Indicate for each specifically why their product or service is judged to be
unacceptable.
a)
b)
c)
II. DOCUMENTATION OF PRICE REASONABLENESS
Check the box(es) that apply and provide information:
1. I determined that the price is reasonable for one of the following reasons:
(a) I compared the proposed price to prices I previously paid for the same or similar goods
and/or services. See PO# (Specify price: $ )
(b) I compared the proposed price to current published catalog, price lists, or market prices
as documented in the attachments (attach relevant documentation) and the proposed
price is less.
(c) I compared the proposal price to similar benchmarks, (e.g., dollars per pound,
horsepower, or other units of measure) to identify any gross inconsistencies. Describe
comparisons made:
(d) Based on my knowledge of the market, my experience of prior similar proposals.
Describe basis of market knowledge or reference prior proposals:
(e) The price is set by law or regulations. Provide reference to law or regulation:
(f) The goods or services are available on the market for the same or similar price. Provide
reference to market pricing information:
2. Sections 1 (a) through (f) do not apply. (Purchasing will contact you to discuss price
reasonableness before a requisition can be processed.)
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CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM
III. CONFLICT OF INTEREST STATEMENT
The Requestor agrees that there is no real or potential Conflict of Interest in recommending this product and/or
service as a Sole Source procurement. (NOTE: If you do have a real or potential conflict of interest, please contact
the appropriate Purchasing Agent.)
As the authorized department official, I certify that the above justification is accurate and complete to the best of
my knowledge and belief.
Approval:
_____________________________________________
Signature of Department Head Date
Printed Name
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43
44
45
46
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48
ESTIMATE
Design2Wellness.com DATE DUE ESTIMATE #
P. O. Box 398 1/9/2025 2/8/2025 32065
Lewis Center OH 43035 US
BILL TO SHIP TO
City of Taylor Aileen Shamoon
Aileen Shamoon 23555 Goddard Rd
23555 Goddard Rd Taylor MI 48180
Taylor MI 48180
DESCRIPTION QTY RATE AMOUNT
CM-PS-TouchXL
Matrix Performance Series Climbmill w/ TouchXL Console 1.00 10,900.00
Shipping
Shipping Charges from the manufacturer to Design2Wellness Warehouse 1.00 400.00
SALES REP Keith Guyot TERMS Net 30
PHONE 734-915-8354 EXPIRES ON 2/8/2025 TOTAL 11,300.00
EMAIL kguyot@design2wellness.com
Customer Signature & Date:
Please accept this signed quotation as a purchase order and acceptance of the price, terms and conditions below:
Standard terms are 50% deposit and balance due upon delivery or approved purchase orders.
All quotes are valid for 30 days from the date of issue.
Restocking fees, storage fees or other penalties may be charged for cancellations, delays, or returns.
For complete terms & conditions please visit design2wellness.com.
49
Quote Summary
{MUST BE SECOND PAGE OF COUNCIL ITEM}
Matrix Performance ClimbMill with Touch XL Console
Solicitation Method(s) Utilized: Online Sourcing/E-Mail
Name of
Address Telephone Unit Cost Qty Shipping Subtotal Comments & Recommendations
Vendor
1131 North
Warson Road
US MedRehab 888-581-5504 $17,280 1 $0 $17,280
St. Louis, Missouri
63132
P.O. Box 398
Design2Wellness Lewis Center, 734-915-8354 $10,900 1 $400 $11,300
Ohio 43035
Based on the available information, including shipping time and total price, Design2Wellness is the recommended vendor for this product.
Purchasing Agent Signature: Aileen Shamoon Date: 01/21/25 Time: 9:13 AM
Page 1 of 1
50
2023 CONCRETE PANEL
REPLACEMENT CONTRACT
(EXTENDED 2024)
_A
51
rar
TAYLOR
MAIM-. FOR YOU
CONTRACT DOCUMENTS
2023 CONCRETE PANEL REPLACEMENT PROGRAM (EXTENDED 2024)
City of Taylor
25605 Northline Road
Taylor, MI 48180
JUNE 20, 2024
2023 Concrete Panel Replacement Program (Extended 2024) Prepared by:
City of Taylor
25605 Northline
Taylor MI, 48180
52
41r
TAYLOR
NIADF. FOR YOU
TABLE OF CONTENTS
2023 CONCRETE PANEL REPLACEMENT PROGRAM (EXTENDED 2024)
COVER PAGE N/A
TABLE OF CONTENTS PAGE N/A
ADVERTISEMENT AND INSTRUCTIONS (MITN) PAGE 1-4
GENERAL CONTRACT TERMS AND CONDITIONS PAGE 4-6
SPECIAL TERMS AND CONDITIONS PAGE 7-8
CONTRACT PROPOSAL AND BID PAGE 9-11
NOTICE TO PROCEED PAGE 11A
GENERAL CONSTRUCTION PROCEDURES AND SCHEDULE PAGE 12-13
SPECIAL PROVISIONS FOR TRAFFIC MAINTENANCE AND CONTROL PAGE 14
SPECIAL PROVISIONS FOR EROSION AND SEDIMENTATION CONTROL PAGE 15
SPECIAL PROVISION FOR CONCRETE PAVEMENT REPAIR PAGE 16-18
SPECIAL PROVISIONS FOR CONSTRUCTION OF CURB AND CURB AND GUTTER PAGE 19-20
SPECIAL PROVISIONS FOR SIDEWALKS AND DRIVEWAYS PAGE 21
SPECIAL PROVISIONS FOR SIDEWALK ADA RAMP AND WARNING SURFACE PAGE 22-23
SPECIAL PROVISIONS FOR UTILITY STRUCTURE ADJ., RECON, AND COVER PAGE 24-25
SPECIAL PROVISIONS FOR CONSTRUCTION OF DRAINAGE STRUCTURES PAGE 26-28
SPECIAL PROVISIONS FOR PRIVATE UTILITY STRUCTURE ADJUSTMENTS PAGE 29
SPECIAL PROVISIONS FOR DRAINAGE STRUCUTRE/SEWER LEAD CLEANING PAGE 30
SPECIAL PROVISIONS FOR LAWN RESTORATION PAGE 31-32
SPECIAL PROVISIONS FOR PROJECT CLEAN-UP PAGE 33
CITY OF TAYLOR HELD HARMLESS FOR SUPPLY CONTRACTS PAGE 34
EXHIBIT A (INSURANCE REQUIREMENTS AND BID BOND) PAGE 35-37
EXHIBIT B (CONTRACT AND COMPLIANCE REQUIREMENTS) PAGE 38-40
EXHIBIT C (MDOT R-28-1 COT AMENDMENT) PAGE 41-48
EXHIBIT D (STANDARD STORM SEWER DETAILS ST-1 8t ST-2 PAGE 49-51
ATTACHMENTS (CITY OF TAYLOR PAVING DETAIL PD-1 THRU PD-5) PAGE 52-56
ATTACHMENTS (ORIGINAL 2023 BID TAB PAGE 57
ATTACHMENTS (2024 RESIDENT NOTICE) PAGE 58
ATTACHMENTS (2024 PERFORMANCE BOND REQUEST)
Prepared by:
City of Taylor
2023 Concrete Panel Replacement Program (Extended 2024) 25605 Northline
Taylor MI, 48180
53
Budget & Finance Dept.
Invitation for Bid Purchasing Manager: RM
City of Taylor 23555 Goddard Road
Taylor, MI 48180
734-643-9518
Bid Number: Bid Title:
IFB-DG-2023-05-25-001 Concrete Panel Replacement Contract 2023
Date Issued: Project Manager:
May 25w, 2023 Chris Gibbs
Deadline for Questions: Telephone:
Email: cgibbs@ci.taylor.mi.us
June 2", 2023 @ 10:00AM 734-308-0096
Bid Submission Date and Time: Purchasing Agent:
June 13w, 2023 @ 11:00AM dgrabowski@ci.taylor.mi.us
Bid Opening Date and Time: Telephone: Email:
June 131h, 2023 @ 11:00AM 734-643-9518 dgrabowski@ci.taylormi.us
You are invited to participate in this Invitation for Bid. Please submit your bid response in conformance
with the instructions specified herein.
By submitting a bid response, the bidder agrees and promises to sell, furnish, and deliver to the City all
commodities and services contained in this Invitation for Bid for which a contract is awarded by the City.
The bidder shall fully perform the contract in accordance with the all specifications, terms and conditions,
and requirements contained in the Invitation for Bid and shall comply with all applicable provisions of the
City of Taylor, Purchasing Policies, made a part of the Invitation for Bid and contract by reference.
Written acceptance of the bidder's bid response by the City, by issuance of a purchase order or contract,
constitutes a binding contract made and entered into by and between the City of Taylor, acting through the
Purchasing Department named above, and the bidder named below:
Bidder Company Name:
A (Ad l' a Cancre-te.. C.on5.1--. "Inc.,
Street Address:
1s5 Chi 61.5 Lcd<e_ Rd
P.O. Box: City: State: Zip Code:
72
Toll Free Telephone: Telephone: Fax:
2.9R• Col Lo - 9 s--/D v-i • ti1L0-9.5AD
Federal I.D. or Social Security No.: E-Mail:
Co,viti 4,CD nSic VULH/V1 ) Y .03141
Type or Print Name of Person Signing: Title:,
A lAck 1 &L-
Autt4zecl nre:
o \
Acceptance (For City Use Only)
Bid response accepted and contract awarded.
By Title
Signature Date
Co N-Ag-re
Lam) PNILN 54
Mailing Instructions
Mail a completed and signed Invitation for Bid response in a sealed envelope to the address listed below.
Bid responses received after the date and time specified on the cover sheet of this Invitation for Bid will be
rejected. Address the envelope containing your response in the following manner:
BID NUMBER -
BID OPENING DATE -
CITY OF TAYLOR
CITY CLERK'S OFFICE
23555 GODDARD ROAD
TAYLOR, MI 48180
Bidder Checklist. Have you remembered to yl
1. Review all instructions, terms, conditions, and specifications to ensure your bid response
complies?
2. Prepare your price: products to be used and services to be rendered?
3. Indicate whether you can meet the delivery date indicated on the cover sheet?
4. Complete the "Cover Sheet", sign and submit with bid package?
5. Complete the "Seivice Representative" section and submit with bid package?
6. Sign the "Accepts to comply with Insurance Requirements" document, submit with bid package?
7. Complete the "Project Specification" page, sign and submit three (3) copies with bid package?
8. Mark the envelope as indicated above?
Bidder's Instructions
1. Addition of Terms and Conditions. Additional terms and conditions submitted with a bid response
are of no effect unless accepted in writing by the Purchasing Department. Bids with any additional
terms and conditions may be rejected as non-responsive.
2. Assistance to Bidders with a Disability. Bidders with a disability that need an accommodation must
contact the Purchasing Agent prior to the deadline for receipt of bids so that reasonable accommodation
can be made.
3. Bid Held Firm. Bids are not awarded at the bid opening. Bid responses will be firm for 30 days,
unless otherwise specified by the Purchasing Agent in writing.
4. Bid Openinq. All bids received by the time and date of the bid opening will be publicly opened by the
City Clerk's Office, with the attendance of the Purchasing Agent at the location indicated on the cover
sheet of this solicitation. Interested parties are invited to attend the bid opening.
5. Bid Results. Bidders desiring a copy of the bid results are Instructed to include a self-addressed,
stamped, envelope with their bid response. Bid results will be mailed when an award decision is made.
Bidders may also obtain bid results or arrange to review the bid file by contacting the Purchasing
Department.
6. Corrections. The bidder's authorized representative must initial any corrections and alterations (i.e.
erasures, whiteouts, correction tape, etc.) made to the bid response. Those bid responses with
corrections and alterations that are not initialed are subject to confirmation by the Purchasing Agent.
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7. Definitions:
• Bidder Any person or firm submitting a competitive bid in response to a solicitation.
• Bid Results A summary of all bid responses received and the award results
• Bid Response The executed document submitted by a bidder in response to a solicitation.
• Contractor Any person or firm having a contract with a governmental body.
• Solicitation The process of notifying prospective bidders that the City wishes to receive
bids for furnishing goods and services.
8. Facsimile Bids. Bid responses faxed to the City will be rejected. Bids may be faxed to a third party
who will put it in a properly-addressed envelope and deliver it to the Purchasing Department before the
date and time specified in the solicitation.
9. Late Bids. It is the bidder's responsibility to ensure that a bid response is physically deposited with
the City Clerk's Office prior to the date and time specified for the opening. Late bid responses will not
be opened and will be rejected regardless of the degree of lateness or the reason.
10. Multiple Bids. Bidders may submit more than one bid in response to this solicitation. Each bid
submitted must comply in all aspects with the bid requirements and these instructions.
11. New Equipment and Materials. Unless otherwise indicated in the detailed specifications of this
solicitation, all equipment and materials shall be new and under current production for use in the United
States.
12. Packaging. All commodities and equipment are to be delivered and packaged strongly and securely
according to accepted commercial practices.
13. Prices, Currency. All prices must be in United States currency, (USD).
14. Pricing (Unit and Total Prices). The unit price is to be according to the unit of measurement specified
In the solicitation. In the event of mathematical differences between the unit price and extended total,
the unit price will prevail.
15. Protests. An interested party may protest the solicitation within seven days before the bid opening or
protest the Notice of Intent to Award within seven (7) days after receiving notice. Notice of award will
be issued only to those bidders who submitted responses to this IFB seven calendar days after award
or issuance of the Notice of Intent to Award. It will be assumed that all interested parties knew or
should have known all the facts surrounding the award.
16. Questions and Clarifications. All questions and requests for clarification regarding this solicitation
must be addressed to the Purchasing Agent referenced on the cover sheet of this document. The
requirements of this solicitation can only be altered by written amendment of the solicitation. Verbal
communications from whatever source are of no effect. Questions must be received by the deadline
specified on the cover sheet to allow the Purchasing Agent to issue any needed amendments in
sufficient time before the bid opening date.
17. Review of the Bids. After the bid opening, bids become subject to the State of Michigan public records
laws. Interested parties may request public information and make arrangements to review the bid file
by contacting the City Clerk's Office during normal working hours, between 9:00 a.m. and 5:00 pm.,
Monday through Friday, excluding holidays.
18. Re ection. The City reserves the right to reject any and all bids in whole or in part. Bid responses will
be rejected if:
• The bid response is not legible.
• The bid response is not completed as requested.
• The bid response is faxed to the City.
• The bid response is not responsive to the specifications or other requirements of the solicitation.
• The bid response is received after the time and date specified.
• The bidder was required to be registered as an approved vendor by the deadline for receipt of bids,
and failed to do so.
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56
• The bidder is determined to be not responsible, in accordance with Section 3 of the City of Taylor,
Purchasing Policy.
19. Signature. The bidder submitting the bid response or that bidder's duly authorized agent or
representative must sign the bid response manually in ink. The name and title of the person signing the
bid response must be typed or printed below the signature.
20. Specifications, Brand Name or Equivalent. Unless otherwise indicated in the detailed specifications
of this solicitation, the use of a specific brand name or make/model is for illustrative purposes only, and
the City will consider equivalent products. If a commodity or service put forth by a bidder is rejected as
not being equivalent, the Purchasing Agent will notify the bidder of the rejection.
21. Specifications, Compliance. All bids submitted in response to this Invitation for Bid must comply with
the specifications contained herein, and the successful bidder will be held responsible. Noncompliance
with specifications is grounds for rejection of the bid response. Bidders who desire to submit
commodities or services that deviate from these specifications or have any objections to the
specifications stated herein must contact the Purchasing Agent in writing as soon as possible, so the
Purchasing Agent can determine whether the specifications need to be amended.
22. Taxes. The City does not pay sales tax or federal excise tax. The federal tax-free transaction number
and City sales tax exemption number is 38-6006926. The Purchasing Department will furnish a tax
exempt certificate upon request.
23. Withdrawal or changes to a bid response prior to the bid opening date and time. Before the bid
opening date and time, the bidder's authorized representative may withdraw or change a bid response
by making a written request to the Purchasing Agent.
24. Withdrawals after the bid opening date and time. After the opening, no changes may be made to
the bid response. The bidder may make a written request to withdraw the bid response, subject to
approval by the Purchasing Department. Bidders repeatedly withdrawing bids after the opening date
may be removed from the City bidders list.
GENERAL CONTRACT TERMS AND CONDITIONS
1. Affirmative Action. The contractor will take affirmative action in complying with all Federal and State
requirements concerning fair employment and employment of the handicapped, and concerning the
treatment of all employees without regard to race, color, religion, sex, national origin or physical
handicap.
2. Applicable Law and Venue. This contract is governed by and construed in accordance with the laws
of the State of Michigan. Any action to enforce this contract must be brought in the District Court of
Wayne County, Michigan.
3. Assignments and Subcontracts. The contractor may not assign or otherwise transfer or delegate
any right or duty without the City's express written consent. The contractor may enter into subcontracts
provided that the City has provided written consent and any such subcontractor acknowledges the
binding nature of this contract and incorporates this contract, including any attachments. The contractor
Is solely responsible for the performance of any subcontractor. The contractor shall not have the
authority to contract for or incur obligations on behalf of the City. If the City refuses to approve a
subcontractor, the original contract holder shall be responsible for any damages financial or otherwise
for not fulfilling the contract obligations.
4. Binding Contract. The acceptance of a bid response in writing by the Purchasing Department or Entity
constitutes a contract between the bidder and the City. Written acceptance from the Purchasing
Department or Entity will be in the form of a purchase order, notification of award, or contract. Any oral
agreement or arrangement by a bidder with a City employee or Purchasing Department or Entity will
have no force or effect unless reduced to writing.
4
57
5. Compliance with Laws. The contractor must, in performance of work under this contract, fully comply
with all applicable federal, state, or local laws, rules and regulations, including Title VI of the Civil Rights
Act of 1964. Any subletting or subcontracting by the contractor subjects subcontractors to the same
provision.
6. Compliance With Public Records Law. The contractor understands that, except for disclosures
prohibited under state open records laws related to confidentiality, in MCL §Act 442 of 1976 et seq.,
the City must disclose to the public upon request any records it receives from contractor. The contractor
further understands that any records which are obtained or generated by the contractor under this
contract, except for records that are confidential under in MCL §Act 442 of 1976 et seq., may, under
certain circumstances, be open to the public upon request under the Taylor open records law. The
contractor agrees to contact the City immediately upon receiving a request for information under the
open records law and to comply with the City's instructions on how to respond to the request. Bid
responses are exempt records until the time and date of the bid opening.
7. Confidentiality. The contractor agrees not to use or disclose any information it receives from the City
under this contract that the City has previously identified as confidential or exempt from mandatory
public disclosure except as necessary to carry out the purposes of this contract or as authorized in
advance by the City. The City agrees not to disclose any information it receives from the contractor
that has previously been identified as confidential and which the City determines in its sole discretion
is protected from mandatory public disclosure under a specific exception to the State public records
law, in MCL §Act 442 of 1976 et seq.. The duty of the City and the contractor to maintain confidentiality
of information under this section continues beyond the term of this contract, or any extensions or
renewals of it.
8. Contract Amendment. After a binding contract has been entered into, no changes (i.e. substitution of
product or a price adjustment) may be made per City of Taylor Fiscal Year (Contract Year), unless prior
written approval has been obtained from the Purchasing Department or Entity. A Mutual Agreement is
required per the "Special Terms and Conditions — Contract Period" listed on page seven (7) of this
document for any contract year percentage unit cost Increases or select unit cost increases applicable
to contract.
9. Inspection and investigations. The City reserves the right to conduct inspections and investigations
related to the bidder and offered commodities or services, including but not limited to the firm, its facility,
personnel, qualifications, and the commodities and/or services offered to make determinations
regarding compliance with the bid requirements and responsibility of the bidder.
10. Material and Workmanship. All material and workmanship shall be subject to inspection and testing
by the City either at: the point of manufacturer, place of storage, or upon receipt.
11. Payment Terms. Payment will normally be made within thirty days after delivery and acceptance of
commodities or services under this contract and receipt of a correct invoice. The city issued purchase
order number shall be the primary identification number utilized by the city in the tracking of orders and
processing of payments. A vendor's failure to comply with the following two actions could result in a
delay of payment. (1) Vendors are required to visibly place the city issued purchase order number on
the invoice, (2) Vendors are required to submit the invoice directly to Central Purchasing.
12. Termination for lack of fundinq or authority. This contract shall become null and void, in total or in
part, should the City Council of the City of Taylor fail to appropriate funds for any or all departments,
which are committed to the terms of this contract. Any such contract termination shall be at no cost to
the City.
13. Termination of Contract
a. Termination without Cause. This contract may be terminated by mutual consent of both
parties, or by either party upon 30 days' written notice.
b.Termination for Lack of Funding or Authority. The City may terminate this contract effective
upon delivery of written notice to the contractor, or on any later date stated in the notice, under any of the
following conditions:
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58
1) If funding from federal, state, county, city, or other sources is not obtained and continued
at levels sufficient to allow for purchase of the services or supplies in the indicated
quantities or term. The contract may be modified by agreement of the parties in writing to
accommodate a reduction in funds.
2) If federal, state or local laws or rules are modified or interpreted in a way that the services
are no longer allowable or appropriate for purchase under this contract or are no longer
eligible for the funding proposed for payments authorized by this contract.
3) If any license, permit or certificate required by law or rule, or by the terms of this contract,
is for any reason denied, revoked, suspended or not renewed.
Termination of this contract under this subsection is without prejudice to any obligations or liabilities of either
party already accrued prior to termination.
c. Termination for Cause. The City by written notice of default to the contractor may terminate
the whole or any part of this contract:
1) Fails to begin the work within the time specified in the Contract;
2) Fails to perform the work with sufficient workers and equipment or with sufficient materials
to assure the prompt completion of said work;
3) Fails to perform the work in accordance with contract requirements or refuses to remove
and replace rejected materials or unacceptable work;
4) Discontinues the work;
5) Fails to resume work which has been discontinued within a reasonable time after notice
to do so;
6) Becomes insolvent or is declared bankrupt or commits any act of bankruptcy or
insolvency;
7) Allows any final judgment to remain unsatisfied for a period of 10 days;
8) Fails to comply with contract requirements regarding minimum wage payments;
9) Is a party to fraud; or
10) For any other cause whatsoever, fails to carry on the work in an acceptable manner.
11) Bidder subcontracts work without City Authorization
cl. Termination, Deliveries. If the contract is terminated for any reason, the contractor is
responsible for delivery of all commodities and services ordered prior to the termination, unless those orders
had been canceled by the Purchasing Department or Entity
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59
SPECIAL TERMS AND CONDITIONS
1. Approved Bidder Registration. Every person or business entity that desires to bid on contracts for
commodities and services must be an approved vendor in order to be placed on the bidders list. Bidders
must comply with the vendor registration requirements related to approved bidder registration as set
forth in this solicitation:
Bidders Must Be Approved By Time Set For Bid Opening. Bids will only be accepted from those
companies who have become approved vendors, in accordance with City Charter. Bidders that are not
Approved Vendors for the City of Taylor at the time bids or proposals are opened may be rejected.
Contact the Purchasing Department at 734.374.1459 to check whether your company is currently an
approved vendor on the City's Approved Vendor list. Bidder registration information and forms are
available on the website.
Placement on the approved vendor list does not guarantee a bidder will receive notice of every formal
solicitation. Bidders must maintain current information by submitting a Notice of Change form to the
City Purchasing Office (Fax 734-374-1344).
2. Award. Award will be made to two responsible bidders with the per unit pricing most advantageous to the
City and is responsive to the specifications and all other requirements stated herein, The City of Taylor
maintains the right to assign projects to each successful bidders based on availability of each
contractor and available funding.
3. Bid Selection. The bid winner will be selected following the applicable process under Section 4.8.12,
Bid Evaluation of the Purchasing Policy.
4. Pre-Qualification: In Compliance with Section 4.8.7 of the City Purchasing Policy Manual, the
requesting department may require the prequalification of vendors for the Formal Bid. The
prequalification process may add up to four weeks.
5. Bid Calculation: In the event that the bid is generated based on single unit price, the Bid Bond and
Performance Bond will be defined by the Central Purchasing Department based on historical data.
6. Bid Surety, Type Of. Each bid response must include five thousand ($5,000) bid surety, either in the
form of:
• a certified check
• a bank cashier's check
• a money order
• a corporate surety bond from a surety company authorized to do business in the City of Taylor
Each bid response must also include a copy of the original bid bond as well as a self-addressed return
envelope. Bid sureties of the non-successful bidders that are in the form of a certified check, bank
cashier's check or a money order will be returned upon determination of award. The bid surety of the
successful bidder(s) will be returned upon the receipt of a completed contract bond and its approval by
the City.
7. Performance Bond. Prior to the start of any project, the contractor will be required to furnish a
performance bond in an amount equal to each individual project or the summation of projects per City of
Taylor Fiscal Year (Contract Year) approved by the director of public works or his designee that will
guarantee compliance with all terms of the bids and contract.
8. Contract Period. The contract or contracts issued as a result of this solicitation will be for a City of
Taylor Fiscal Year (July 1, 2023 — June 30, 2024) inclusive, with the option to extend for additional City
of Taylor Fiscal Year or renew the contract for a maximum of three (3) additional fiscal years, upon
mutual agreement between both the City of Taylor & Contractor, as set forth in a written amendment to
this contract...Any contract renewal/extension may include a mutually agreed percentage increase to all
or selected unit costs listed in this contract. The mutual agreement and unit cost increases (if
applicable) shall be In writing from the Contractor and approved by the City of Taylor
Administration/City Council.
9. F.O.B. Point and Freight. Delivery and passage of title under this contract shall be as follows.
Delivery will be F.O.B. Destination to the location specified on the cover page of the solicitation. The
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60
freight is to be included in the price of the products. Title will pass to Purchasing Department or entity
upon delivery to the specified destination.
10. Descriptive Literature. The bidder's response must include descriptive literature or detailed
manufacturer's specifications for the specific equipment or commodities being offered. Bidders are
instructed to clearly mark the literature information that demonstrates compliance with the specification.
11. Indemnification and Insurance Requirements. Bidders must review the attached Risk Management
Appendix for indemnification and insurance requirements. The indemnification and insurance
provisions are incorporated and made part of this solicitation and the resultant final contract. Objections
to any of the provisions of the indemnification and insurance requirements must be made in writing to
the attention of the Purchasing Agent by the time and date set for receipt of questions. No alteration
of these provisions will be permitted without prior written approval from the Purchasing Department in
consultation with the Taylor Risk Management Director. Upon receipt of the Notice of Award, the
successful bidder must obtain the required insurance coverage and provide the Purchasing Agent with
proof of coverage prior to contract approval. The coverage must be satisfactory to the Purchasing
Department, in consultation with the Taylor Risk Management Director. A bidder's failure to provide
evidence of insurance coverage is a material breach and grounds for withdrawal of the award or
termination of the contract. Please see ( tittpliwww.cityottavior.comtilO )
12. Pricing. Pricing under this contract shall be as follows:
Firm Fixed. The total bid price is to include all discounts and deductions, and is to be less
federal and City taxes, for which exemption certificates will be furnished upon request. Pricing
shall be firm for the period of the contract. If an extension of the contract occurs, prices may
be adjusted to reflect the additional cost the vendor has incurred only if the vendor provides
documentation to prove they have incurred additional costs.
13. Purchasing Cards. The Purchasing Department may place orders by issuance of a purchase order
or may elect to place an order and make payment using a purchasing card. The contractor will accept
a purchasing card without passing the processing fees for the purchase card back to the Purchasing
Department or Entity.
14. Record of Sales. The contractor must maintain records of sales under the contract and furnish volume
of sales information to the Purchasing Department within thirty (30) days upon written request of the
Purchasing Department.
15. Reference Materials. The contractor will be required to furnish and distribute catalogs and price lists
to all using entities.
16. Servicing of the contract. The contractor will be required to furnish not less than two (2) copies of
catalogs, replacement data books, and price lists to using department. Also, the contractor will be
required to provide qualified sales personnel to periodically visit using entities to provide assistance
and guidance connected with contract item usage.
17. Service Representative. The contractor must provide a dedicated service representative to provide
support for this contract. The contractor shall provide the name and contact information for the service
provider. During the contract period, the contractor shall notify the Purchasing Agent in the event the
contractor's service representative changes.
Name Of Service Representative: R eDnp
Address Of Service Rep: 2 ci iz s chlols L.c,_ 62 4.4
City & City & Zip Code Av\ i 1.P-Ora VII 1423V
Phone Number: Qt,inl• --1(0. jUie)
Toll Free Number: ..-----
Fax Number: 2Ncl Ft -61 te - 95a. D
E-Mail Address: rcukdi 40C4Adia.LorISA-1, t/tcl--iorlini(bIn
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61
CONCRETE PAVEMENT REPAIR
PROPOSAL
The undersigned have made themselves familiar with the conditions under which it is to be constructed by
examination of the details and specifications, all of which are understood and accepted as being sufficient for
the purpose. The undersigned proposes to furnish of all labor, material, and equipment as specified and will
accept in payment thereof the following unit rates, and the payments will be based on unit prices given in the
proposal and quantities measured.
If this proposal is accepted, the undersigned further agrees to perform the work according to a mutually agreed
upon construction sequence and schedule to be determined at a Pre-Construction meeting held after all contracts
and bonds have been submitted, and to complete all work, unless shortage of material or other causes beyond
the Contractor's control prohibit from doing so.
Are wages paid to employees prevailing wages or higher? Yes No
BID ITEMS AND UNIT RATES
Provide unit rates in words and numerals. Complete signature and information on Page 11.
Description Unit of Estimated Unit Price ($) Unit Price (Written)
Measure Quantity
Pavt Repr, Rem, Modified SYD 10000 el .00 10 • DOD
Pavt Repr, Nonreinf Cone, 7 inch, with SYD 50
Integral Curb, Modified —70.06 8I goo,OD
Pavt Repr, Nonreinf Cone, 8 inch, with SYD 8250
Integral Curb, Modified 72 .5 0 5sist, IA5.06
Pavt Repr, Nonreinf Cone, 9 inch, with SYD 500
Integral Curb, Modified 7 5.00 37,560. bp
Pavt Repr, Nonreinf Cone, 7 inch, SYD 50
Modified lo. o 6 S, 56D. CV
Pavt Repr, Nonreinf Cone, 8 inch, SYD 500
Modified 72..50 36, 9,5/). oo
Pavt Repr, Nonreinf Cone, 9 inch, SYD 500
Modified -75. 0 6 3-71 60,0b
Pavt Repr, Nonreinf Cone, 10 inch, SYD 50
Modified 35, 00 qI A S. ob
Pavt Repr, Nonreinf Cone, 11 inch, SYD 50
Modified 9 D. 06 LI, 5ao .65
Pavt Repr, Nonreinf Cone, 12 inch, SYD 50
Modified Ctg. 0 0 Li, -766 , en
Lane Tie, Epoxy Coated, Modified EACH 4250 i4,o 0 / -11 GO 0. oti
Subgrade Undercutting, Type II CYD 100 6,19. b 0 A, 900 ,0
Curb, Rem LFT 0 ,G96.06 0
Curb and Gutter, Rem LFT 500 01D. 05 ID; 600, 02)
Curb, Cone, Det E4, Modified LFT 50 LiA 64 ol, 1)40,'.D
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62
Curb and Gutter, Cone, Dct C5, LFT 450
Modified 615.C21 ( 1 1 NSo .00
Sidewalk, Rem SYD 1000 9 . on 9,000 .oa
Sidewalk, Cone, 4 inch SFT 6000 q,O 6 6 If bo. Op
Sidewalk, Cone, 6 inch SET 500 W. oo 6, 060. Oa
Sidewalk Ramp, ADA, 4 inch SFT 2000 it. Do aA 660 . or)
Sidewalk Ramp, ADA, 6 inch WI 500 (01 001).0o
IA.6 O
Detectable Warning Surface LFT 200 / 5 6 .06 304 0'60.06
Dr Structure Cover, Adj, Case 1, EACH 40
Modified 5 bo, bb ep Ott). 60
Dr Structure Cover, Modified EACH 5 ib0.06 S / 6no.oa
Dr Structure, Adj, Add Depth, Case 1, vFT 5
Modified 1$6,00 9ob,op
Water Shutoff', Adj, Case 1, Modified EACH 2 300.06 (00. 013
Dr Structure Cover, Adj, Case I, EACII 5
Modified, Utility 100. on 5 60b.
Dr Structure, 24 Inch Dia EACH 2 5, 5 or) ..56 1 4 t ba , 0?)
Dr Structure, 48 Inch Dia EACH 2 q, 000 . DO g,(3130,1)15
Dr Structure, 60 Inch Dia EACH 0 (0, ObD.06 0
Dr Structure, 72 Inch Dia EACH 0 I I 000. 06 6
Dr Structure, Adj, Add Depth of 24 vFT
Inch Dia, 8 Foot to 15 Foot .040.r)z) &lob. 0 6
Dr Structure, Adj, Add Depth of 48 WI'
Inch Dia, 8 Foot to 15 Foot Aop.o6 A00. o 6
Dr Structure, Adj, Add Depth 0160 VEY
Inch Dia, 8 Foot to 15 Foot / 6bD . 6 0 0
Dr Structure, Adj, Add Depth of 72 WI' 0
Inch Dia, 8 Foot to 15 Foot ii 60o. 6,6 0
Dr Structure, Rem EACH 4 900.06 5, 60D,06
12" Storm Drain Pipe LFT 35 180.66 (01 3cm. Do
Dr Structure Cleaning, Modified EACH 5 9 oo, 0/) 1-1,6o0. 0 o
Dr Structure Lead, Cleaning, Modified LFT 5 /50 .6 t -7 50. op
Topsoil Surface, Furn, 4 inch, Modified SYD 2000 ?'. 06 114, OLD. ob
Topsoil Surface, Furn, 6 inch, Modified SYD 50 9.00 Li 61D, oz
ADA Ramp Restoration SYD 50 /O. 6 b 600. 00
Pavt Repr, 2.5 Foot, Re, Special SYD 50 /ab.ob Got coo, oz
Pavt Repr, 2.5 Foot, Nonreinf, 8 Inch, SYD 50
Special / 1/ 6 .06 7 0 60. ot ,
Joint Tied 2.5 Foot Special LFT 25 5, o6 I 2.50. ob
fi 1 DIG, a-7 5. ob
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63
SIGNED: (Rntdirit,
BY: kOnc4-+c1/4. Amy Presideith
(Printed Name and Title)
COMPANY: "Asir& Cone rek CO1134h.1 T-OC-•
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TAYLOR
MADE FOR YOU
Notice to Proceed
July 1, 2024
To: Audia Concrete Construction, Inc.
2985 Childs Lake Road
Milford, MI 48381
Attention: Mrs. Ronetta Audia
Project: 2023 Concrete Panel Replacement Program (Extended 2024) (City of Taylor)
Mrs. Audia:
Please note that the Contract Time under the above Contract will commence to run on July 1, 2024 and will
conclude at the end of the fiscal year June 30, 2025. Within (90) days of July 1, 2024 (September 28, 2024) Audia
Concrete Construction, Inc. is requested to start performing the work as directed in accordance with the terms
and conditions outlined in the 2023 Concrete Panel Replacement Contract (Extended 2024).
Contractor shall perform the concrete restoration improvements as assigned by the City Engineer and will progress
throughout the City of Taylor with the 2023 Concrete Panel Replacement Program (Extended 2024) as further
requested.
Work in the City of Taylor shall be started by September 28, 2024.
Audia Concrete Construction, Inc. City of Taylor
2985 Childs Lake Road 25605 Northline Road
Milford, MI 48381 Taylor, MI 48180
Company Representative City Engineer
65
CONCRETE STREET REPAIR
GENERAL CONSTRUCTION PROCEDURES AND SCHEDULE
GENERAL
The work shall consist of, but not be limited to: (1) removing existing concrete street pavement in sections or
partial and full width sections of various lengths and locations; (2) repairing miscellaneous areas of concrete
pavement deterioration and restoration of utility repair areas; (3) preparing the subbase and replacing the
concrete pavement; (4) adjusting and/or reconstructing drainage and other public utility structures; (5) sidewalk
removal and replacement, including ADA crosswalks; (6) traffic control, restoration and clean-up; and, (7)
storm structure and pipe cleaning.
These Specifications also cover the repair of existing deteriorated concrete pavements, and the restoration of
utility repair areas, including; the removal of temporary patching materials, replacement of existing concrete
pavement, the repair and conditioning of the aggregate base, adjusting utility structures, concrete sidewalk,
ADA ramp, and the restoration of concrete driveways and approaches. This work shall be performed and paid
for in accordance with the Special Provisions provided in these Specifications.
The locations of the repair and restoration work will assembled by the City of Taylor and presented to the
Contractor. There may be repair or restoration locations considered "urgent" which may be assigned to the
Contractor for immediate attention at any time during this Contract while the Contractor is performing work on
this Contract..
PRECONSTRUCTION MEETING
A meeting will be held in the City of Taylor Department of Public Services, 25605 Northline Road, following
submittal of contract, bonds and insurance, between the Engineer and his representatives, and the successful
bidder, and his subcontractors. The purpose of this meeting will be to review the specifications and work areas
and to prepare a mutually agreeable construction schedule which will adhere to the time frames set forth herein.
CONSTRUCTION TIME FRAMES
The length of time from the first construction activity on a particular street to the final clean-up shall be no
longer than thirty (30) calendar days.
No construction debris shall be stored on the streets longer than two (2) days unless otherwise noted below or
approved by the Engineer. Clean-up and disposal of concrete debris and spillage in the street or right-of-way
shall be completed the same day as deposited.
Miscellaneous concrete overspill behind the curb shall be removed, and any honeycombing or voids at back of
curbs shall be parged smooth within seven (7) days of concrete placement.
Service walks, sidewalks, ADA sidewalks and other concrete work shall be started and prosecuted regularly and
uninterruptedly until that particular street is complete.
Five (5) days after completion of finished concrete flat work on a particular street, the affected areas shall be
backfilled and compacted, seeded, and clean up completed.
Construction barricades, barrels, signage and notifications shall be removed from the work areas within two (2)
days of the completion of backfill and restoration operations.
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Storm sewer catch basins, manholes and pipe shall be cleaned after all restoration is complete.
NOTIFICATION
The Contractor shall provide notification to residents of pending concrete street, residential approach, and ADA
sidewalk reconstruction activities a minimum of 48 hours in advance of such work. The notice, at a minimum,
shall advise residents of the date work activity will start, the anticipated length of time the area will be worked
on, notification of temporary loss of curbside or driveway access to property, and request that street be cleared
of parked vehicles.
Should construction activities cease, either due to weather or scheduling, for an anticipated time of five (5) days
or more, any and all posted signage shall be removed. Once the work begins again, the Contractor shall re-
notify as previously set forth.
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SPECIAL PROVISIONS FOR
TRAFFIC MAINTENANCE AND CONTROL
GENERAL
All traffic control devices as required for this project shall conform to the design, material, color, and
fabrication requirements as specified on the plans or in the current edition of the Michigan Manual of Uniform
Traffic Control Devices and the Michigan Department of Transportation 2012 Standard Specifications for
Construction, Section 812.
The contractor shall furnish, erect, maintain and remove upon completion of the work, all traffic control devices
and barricade lights within the project and around the perimeter of the project for the safety of pedestrian and
vehicular traffic. This includes, but is not limited to, advance, regulatory, and warning signs, barricades and
channeling devices at intersecting streets on which traffic is to be maintained, barricades at the ends of the
project and at right-of-way lines for intersecting streets which are to be partially closed or closed to traffic,
along with barricades, signs, and lights at the intersection of these streets to be partially closed or closed with
the first usable street on each side of the project. Traffic regulators, where required, are included. Barricades
shall effectively bar vehicular traffic from driving onto the work site, barricades shall be used and maintained in
good repair at all times during progress of the work and shall be opened only for construction purposes and
public emergency.
Barricades for all parts of the work shall be erected and maintained by the Contractor so as to prevent personal
and property damages of all description. Any damages from traffic or other causes occurring previous to the
official acceptance of the work shall be repaired by the contractor.
The Contractor shall be responsible for the posting/signing of work areas to alert residents of up-coming work
at a minimum of 48 hours in advance of the start of the work. The property owners, business customers and
emergency vehicles shall be assured of access to all properties. At no time shall any street be closed down to
local traffic (temporary or permanent) without prior approval from the City of Taylor. Moving of parked
vehicles which interfere with the prosecution of work will be the responsibility of the Contractor.
The City of Taylor may perform maintenance work within or adjacent to the streets being repaired. These
maintenance crews will coordinate their operations with the designated City Representative to minimize the
interference to the Contractor. No additional payment will be made to the Contractor for the joint use of the
traffic control items.
Provisions for the protection of pedestrians shall be maintained at all times. Walks, driveways and entrances to
buildings shall not be unnecessarily blocked. Vehicular access shall be maintained to all commercial properties
designated by the Engineer.
Side streets shall not be closed to through traffic except as approved by the Engineer. Interference with traffic
at all cross-streets must be held to a minimum during the time required for construction.
MEASUREMENT AND PAYMENT
"Traffic Maintenance and Control", including all labor, traffic control devices, material and equipment required
to provide construction traffic control per these Specifications will not be paid for separately, but shall be
included in the unit rates of other work items.
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SPECIAL PROVISIONS FOR
EROSION AND SEDIMENTATION CONTROL
GENERAL
This Special Provision covers the protection of storm drainage structures and systems from the effects of
erosion and sedimentation from construction activities entering into the system during the course of the work.
MATERIAL
Materials shall be as specified in Section 208.02 Materials of the 2012 MDOT Standard Specifications for
Construction.
CONSTRUCTION
Erosion and sedimentation control shall be in accordance with Section 208.03.C.08 of the 2012 MDOT
Standard Specifications for Construction, and as follows.
Prior to starting work on a particular street or block, all drainage structure covers on that street or block, or
those that the street being worked on drains to, shall be wrapped with a geotextile filter fabric. The fabric shall
allow water to flow through, but shall prevent the passage of silts, dirt, clay stone and other construction
debris. The fabric shall be wrapped over the top of the cover and extended under, such that when the cover is
placed back in the frame, the fabric is around the entire perimeter between the frame and cover.
During final clean-up of the area, the fabric shall be carefully removed, preventing any captured debris from
falling into the drainage structure. The fabric shall be inspected daily and repaired immediately to insure the
complete and consistent effectiveness of the erosion and sedimentation control.
MEASUREMENT AND PAYMENT
Payment for soil erosion and sedimentation control work will not be paid for separately but shall be included in
other work item unit rates.
Y)*
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SPECIAL PROVISION FOR
CONCRETE PAVEMENT REPAIR
GENERAL
This work shall be in accordance with the MDOT 2012 Standard Specifications for Construction Section 601.
Portland Cement Concrete for Pavements, Section 602. Concrete Pavement Construction, Section 603. Concrete
Pavement Restoration, MDOT Standard Plans R-39-K, R-41-H and R-44-F, and as set forth herein. The work
shall consist of saw cutting as necessary for removal of existing concrete pavement, preparation of sub base,
placing horizontal dowels, placing concrete, joints, finishing, curing and sealing. Sections of concrete
pavement repair, with or without integral curb, may range from four (4) foot wide, partial or full street width, to
sections over one hundred (100) feet long, partial or full street width. Where multi-lane patches are required,
they shall be constructed on a lane-at-a-time basis so that traffic may be maintained.
If directed by the Engineer, a "2.5 Foot Full Depth Concrete Centerline Repair" shall be constructed in
accordance with the attached Special Provision 12RC603-A370-03 2.5 Foot Full Depth Concrete Centerline
Repair.
NOTIFICATION
The contractor shall be responsible for notification of residents occupying dwellings and businesses along the
line of the work. Forty eight (48) hours prior to the start of work, the Contractor shall give notice to each
dwelling, business or address, in writing, of the work to be performed. This notification shall consist of; name
of project; anticipated start date; estimated duration including final cleanup and restoration; brief explanation of
work to be performed; explanation of and request for cooperation with respect to traffic flow and parking;
company name, address, contact person and phone number; and thank you for cooperation.
The Contractor shall also post the street in front of each dwelling or address where construction will take place
the day prior to the start of such work. The notification shall: advise of impending work the following day;
request to clear the street; notify of loss of access for period of time.
CONCRETE
Mix, mixing and delivery shall be in accordance with the 2012 MDOT Standard Specification Section 601
Portland Cement Concrete for Pavements. Material and construction methods shall conform to these
requirements unless otherwise noted herein.
Concrete Grade shall be MDOT Pl, with a slump of four (4) inches, and having an entrained air content of not
less than five and one half (51/2) percent nor more than eight (8) percent.
CONSTRUCTION
When removing existing concrete pavement, the pavement shall be removed to an existing joint, or saw cut to a
true line with a vertical face along the lines as marked or directed by the Engineer. The pavement shall be saw
cut full depth into existing concrete, or as directed by the Engineer. Intermediate saw cuts shall be made as
required by Section 603, referenced above. The removal shall be such that there will be no disturbance and/or
damage to sections of pavement which are to remain in place. All damaged or undermined pavement caused by
the Contractors operations shall be removed and replaced at the Contractor's expense. The use of a crane and
ball type breaking equipment will not be allowed. Pavement removal shall be accomplished with a rubber-tired
hydraulic ram or as specified in Section 603 of the MDOT Standard Specifications.
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70
Where subgrade corrections are required due to undesirable or unstable soil conditions as determined by the
Engineer, the removal of material and placement of fill shall be performed in accordance with MDOT Section
205, and paid for as Subgrade Undercutting, Type II.
All replacement concrete pavement shall be doweled or anchored to the existing concrete pavement as set forth
on MDOT Standard Plans R-39-K and R-44-F, except as modified herein. All longitudinal and transverse
anchors shall be epoxy coated #5 deformed bars, l' — 6" long, spaced at 30" on center, grouted into 1" diameter
holes.
Manholes, inlets and other structures shall be set to grade and alignment prior to or during placement of
concrete. All structures shall be cleaned thoroughly to permit adhesion of the concrete. All utility structures
within the area to be paved shall have a filter fabric installed over and completely around the cover.
All expansion, transverse and longitudinal joints shall be restored. Transverse joints within partial width cuts
shall be restored to match the joint in adjacent lanes. Transverse joints in full street width repair sections shall
be spaced a minimum of fifteen (15) feet on center._Longitudinal and transverse joints abutting and within the
pavement repair sections shall be sealed by saw cutting and filling with hot poured rubber asphalt per MDOT
Specification Section 602.03.S. and Section 603.03.D.
Integral curb shall be constructed monolithic with the pavement slab. The curb material shall be placed before
the pavement has started its initial set, and shall be of the same mix and shall conform in all respects to the
requirements for concrete in the pavement.
Unless otherwise approved by the Engineer, forms will be required when constructing integral curb. The curb
concrete shall be vibrated sufficiently to eliminate all voids, and tamped to bring the mortar to the surface. The
face and top of the curb shall be finished smooth and true to line, grade and cross section. No more troweling
than necessary to obtain the desired result shall be done. Any visible areas of honeycomb or minor defects
occurring on the back of the integral curb after forms are removed shall be filled with mortar, composed of one
part Portland cement and two parts of fine aggregate from the same source as used in the pavement, applied
with a wooden float. Immediate steps shall be taken by the Contractor to correct the conditions contributing to
these defects.
Curing shall comply with the 2012 MDOT Standard Specification 602.03.M.
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MEASUREMENT AND PAYMENT
All material, labor and equipment required for constructing concrete pavement repair as specified herein and
marked by the Engineer shall be paid for under the unit rates bid for as follows:
Pavt Repr, Rem, Modified, shall include all labor, equipment and material to perform the concrete pavement
removal work, including all saw cutting and intermediate saw cuts.
Pavt Repr, Nonreinf Conc, inch, with Integral Curb, Modified, shall include all labor, material and
equipment to place the concrete pavement repair areas including integral curb, all joints, concrete material,
finishing, curing and joint sealing.
Pavt Repr, Nonreinf Conc, inch, Modified, shall include all labor, material and equipment to place the
concrete pavement repair areas including all joints, concrete material, finishing, curing and joint sealing.
Lane Tie, Epoxy Coated, Modified, shall include all labor, material and equipment to install longitudinal and
transverse anchors.
Pay Item Pay Unit
Pavt Repr, Rem, Modified Square Yard
Pavt Repr, Nonreinf Cone, 7 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Cone, 8 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 9 inch, with Integral Curb, Modified Square Yard
Pavt Repr, Nonreinf Conc, 7 inch, Modified Square Yard
Pavt Repr, Nonreinf Conc, 8 inch, Modified Square Yard
Pavt Repr, Nonreinf Conc, 9,10,11,12 inch, Modified Square Yard
Lane Tie, Epoxy Coated, Modified Each
Subgrade Undercutting, Type II Cubic Yard
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SPECIAL PROVISIONS FOR
CONSTRUCTION OF CURB AND CURB AND GUTTER
GENERAL
The work consists of removing and replacing concrete curb and concrete curb and gutter in accordance with
Section 204 and Section 802 of the 2012 MDOT Standard Specifications for Construction and as specified
herein.
MATERIALS
All materials used in the construction of curb and curb and gutter shall be in accordance with Section 802.02 of
the 2012 MDOT Standard Specifications for Construction and as specified herein.
CONSTRUCTION
This work consists of removing curb and integral curb and gutter, where the adjoining pavement or sidewalk
remains. When the curb is integral with the pavement, saw cutting of pavement two and one half (2.5) feet from
the back of the curb shall be required.
Construct a separate type curb per MDOT Standard Plan R-30-G, Detail E4, with a top curve radius of 1", and
batter to match existing adjacent curb. No horizontal reinforcement or anchor shall be required.
Construct concrete curb and gutter per MDOT Standard Plan R-30-G, Detail C5. Thickness shall match the
thickness of the existing abutting pavement. No horizontal reinforcement shall be required. Curb and gutter
shall be anchored to existing concrete pavement as specified in the Special Provisions For Concrete Pavement
Repair and shall be paid for as Lane Tie, Epoxy Coated, Modified.
Backfill base material removed with concrete curb or integral curb and gutter as specified in Section 204.03.0
to the level necessary for new curb or curb and gutter. The cost of all backfill material or any other approved
material is included in the unit price of the pay items for new curb or new curb and gutter, and will not be paid
separately.
Backfill other area around curb with material excavated from site only if approved by the Engineer. Selected
excavated material, suitable for backfill, will be free from rubbish or debris, organic matter, large stones,
concrete fragments, or other road material, lumber, tree roots, or branches. In general, selected excavated
material to be suitable for backfill will be restricted to excavated topsoil, sand or crumbly clay. Blue clay is not
considered a suitable backfill material. If there is not sufficient selected excavated material on the project, the
contractor shall provide the needed fill material and no additional payment will be made for providing this
backfill.
Restore areas disturbed, to their original condition. Existing lawn areas shall be restored with like replacement.
No separate payment will be made for such restoration but is considered part of work item.
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MEASUREMENT AND PAYMENT
The completed work as described herein for the removal and replacement of concrete curb and concrete curb
and gutter will be measured by the foot. The contract unit price will be payment in full for furnishing all
materials, labor and equipment necessary to remove and construct the curb or curb and gutter as specified.
Pay Item Unit
Curb, Rem Foot
Curb and Gutter, Rem Foot
Curb, Conc, Det E4, Modified Foot
Curb and Gutter, Cone, Det C5, Modified Foot
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SPECIAL PROVISIONS FOR
SIDEWALKS AND DRIVEWAYS
GENERAL
This special provision covers the removal and replacement of sidewalks and driveways.
CONSTRUCTION
This item of work includes removing the concrete sidewalks and driveways, with or without HMA overlay,
backfilling, compacting, and grading of the disturbed area, and construction of concrete sidewalk and driveway.
The concrete sidewalk and driveway shall be removed in accordance with the MDOT Standard Specifications
for Construction, Section 204, Removing Miscellaneous Structures and Materials.
Concrete sidewalk and driveway, of the thickness specified, shall be constructed in accordance with Section 803
of the 2012 Michigan Department of Transportation Standard Specifications for Construction.
Sidewalk cross slopes shall be between 1% and 2%, sloping towards the street.
The contractor shall stamp all concrete with a legible stamp bearing the name of the company and the year of
construction. The stamp shall be placed at the first and last flag of sidewalk placed. No sidewalk construction
shall commence without a Contractor's stamp on site.
Restore lawn areas disturbed beyond sidewalk and driveway repair limits to its original conditions. No separate
payment will be made for such restoration, but is considered part of the work item.
MEASUREMENT AND PAYMENT
"Sidewalk, Rem", shall include all labor, equipment and material required for the removal of concrete sidewalks
and driveways, regardless of the thickness, shall be measured in square yards.
"Sidewalk, Cone, inch", shall include all labor, equipment and material necessary to complete the
installation of new concrete sidewalk or driveway and shall be measured in square feet.
Pay Item Pay Unit
Sidewalk, Rem Square Yard
Sidewalk, Cone, 4 inch Square Feet
Sidewalk, Cone, 6 inch Square Feet
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SPECIAL PROVISIONS FOR
SIDEWALK ADA RAMP AND
DETECTABLE WARNING SURFACE
GENERAL
This special provision covers construction of ADA sidewalk ramp with detectable warning surface.
The work consists of constructing ADA sidewalk ramp and/or retrofitting ramp with detectable warning surface
in accordance with the applicable provisions of Section 803 of the 2012 MDOT Standard Specifications for
Construction and the current MDOT Standard Plan (Special Detail) R-28-J.
Complete this work in conformance with the American with Disability Act (ADA) provisions as applicable.
MATERIAL
The Detectable Warning Surface color shall be "safety yellow", Federal Color Number 33538, unless otherwise
approved by the Engineer. The color shall be homogeneous throughout the tile. The tile shall be manufactured
by ADA Solutions, Inc., North Billerica, MA 01862, or approved equal.
CONSTRUCTION
Construct sidewalk ramp(s), landings flares and detectable warning surface according to MDOT Standard Plan
(Special Detail) R-28-J, included in these Specifications. The Detectable Warning Surface installation shall
also comply with the manufacturer's instructions.
The curb and gutter section at the bottom of the ramp (ramp opening) shall be a full depth curb with a minimum
depth of 12 inches, and shall be 18 inches from the back of curb to abutting pavement. The curb shall be
anchored to the existing concrete pavement as specified in the Special Provisions For Concrete Pavement
Repair and shall be paid for as Lane Tie, Epoxy Coated, Modified.
It is also the Contractor's responsibility to incorporate any changes made to the ADA accessibility requirements
that may take effect prior to the start date of actual construction. If the Contractor determines that any changes
significantly alter the original bid cost, the Contractor may submit a written request to the Engineer or his
representative for approval and compensation. Include a cost comparison between the original bid cost and the
cost of the ADA required changes in the request.
The contractor shall stamp all concrete sidewalk ramps with a legible stamp bearing the name of the company
and the year of construction. The stamp shall be placed on the first and last flag of a length sidewalk ramp
placed, except for the flag containing the warning surface. No sidewalk or ramp construction shall commence
without a Contractor's stamp on site.
Restore lawn areas disturbed beyond sidewalk ramp repair limits to its original conditions where the change in
grade is one (1) inch or less. No separate payment will be made for such restoration, but is considered part of
the work item.
Where grade changes are greater than one (1) inch, follow the restoration requirements as specified in the
Special Provisions for Lawn Restoration.
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Any ramps constructed under this Contract that do not meet the current MDOT Sidewalk Ramp Standard Plans
and the latest ADA accessibility requirements will be removed and replaced by the Contractor, as directed by
the Engineer or his representative, at the Contractor's expense.
MEASUREMENT AND PAYMENT
The completed work as described herein for "Sidewalk Ramp, ADA inch" and "Detectable Warning
Surface", will be measured by as square feet and feet respectively. The contract unit price will be payment in
full for furnishing all materials, labor and equipment necessary to construct the ADA ramp and curb and
warning surface.
Pay Item Pay Unit
Sidewalk Ramp, ADA, 6 inch Square Feet
Sidewalk Ramp, ADA, 4 inch Square Feet
Detectable Warning Surface Feet
Oc#4\i,
\ve‘\*
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SPECIAL PROVISION FOR
UTILITY STRUCTURE ADJUSTMENT,
RECONSTRUCTING STRUCTURES AND COVER REPLACEMENT
GENERAL
The work consists of adjusting utility structures in accordance with the applicable provisions of Section 403 of
the 2012 Michigan Department of Transportation (MDOT) Standard Specifications for Construction, except as
modified herein. All storm and sanitary catch basin, inlet and manhole structures, and water gate wells and
valve boxes within areas of pavement to be removed and replaced shall be adjusted, raised or lowered as
required, so that the covers meet the new pavement elevations, and sealed as specified herein.
MATERIALS
Materials used in the adjustment and reconstruction of utility structures shall be as specified in Section 403.
Drainage Structures, of the 2012 MDOT Standard Specifications for Construction, and as follows:
"WrapidSeal Manhole Encapsulation System" as manufactured by CANUSA
"Infi-Shield" as manufactured by Sealing Systems Incorporated
"CS-212 Exterior Joint Wrap" as manufactured by Concrete Sealants, Inc.
Or Approved Equals
EJIW— 00104014 or 00104010 (as determined to with a cover)
EJIW — 001040029 1040AGS Taylor Storm, bolting or no bolting
EJIW —001040028 1040AGS Taylor Sanitary, bolting or no bolting
EJIW — 001040030 1040AGS Taylor Water
EJIW — 00500074B01 Taylor
CONSTRUCTION
Existing structures and covers shall be adjusted to the proper elevation in accordance with Section 403 of the
2012 MDOT Standard Specifications for Construction, except as modified herein.
Remove an area of pavement and curb around the structure. The frame and cover shall be carefully removed
and the upper portion of the existing utility structure repaired as necessary and raised or lowered as
required. The frame and cover shall then be reset on the adjusted structure so constructed as to hold them
firmly in place and reset on a full mortar bed so as to fit the required new pavement grade and cross section.
An external sealing system shall be installed adhering to the structure casting and the precast concrete, block or
brick of the structure. Installation shall be in conformance with the manufactures specifications and
procedures. The sealing system shall extend down and cover the top one (1) foot of the structure precast
concrete, brick or block.
Replace surrounding concrete pavement, curb, curb and gutter, or sidewalk to match existing grades or to the
required new pavement grade and cross section.
When the existing frames and covers are unacceptable for reuse as determined by the Engineer, new frames and
covers shall be furnished and installed as specified herein. Any reusable frame and cover damaged by the
Contractor shall be replaced by the Contractor at no cost to the City. The frames and covers that are not to be
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used on the work shall become property of the Contractor and shall be promptly removed from the jobsite and
properly disposed of.
Where the structure is in need of repair, in excess of the adjustment limits set forth herein, the existing structure
shall be broken down to solid structural material and rebuilt from that point up with new materials to the
required new pavement elevations.
MEASUREMENT AND PAYMENT
The completed work as described for adjusting or reconstructing structure will be measured as units and will be
paid for at the Contract Unit Price, which price will be payment in full for furnishing all materials, equipment
and labor; excavation, backfilling, disposal of surplus material, removal of all debris and foreign material from
the structure (including the sump); adjusting the structure and cover to the required new pavement grade and
cross section, with the existing or new cover; sealing; and providing access to all structures for inspection, as
directed by the Engineer.
Removal and replacement of concrete pavement, curb, curb and gutter, and sidewalk shall be paid separately at
the Contract Unit Rates for those items of work.
Structure damage, due to the Contractors operations shall be repaired at the Contractors expense.
"Dr Structure Cover, Adj. Case 1, Modified" shall include the above described work necessary to raise or lower
the existing catch basin, manhole or gate well rim elevation involving adjustment, and including the repair or
replacement of brick or block to a depth of less than or equal to twelve (12 inches, including mortar, regardless
of whether or not it is necessary to remove a cone section to accommodate the rim elevation adjustment.
"Dr Structure, Adj, Add Depth, Case 1, Modified" shall include the above described work necessary to repair or
replace the existing catch basin, manhole or gate well structure of blocks or bricks in excess of twelve (12)
inches below top of structure. Measurement shall be per foot of repair or replacement of brick or block
exceeding twelve (12) inches.
"Drainage Structure Cover, Modified" shall include the furnishing and installation of catch basin, gate well and
manhole structure covers of the appropriate type.
"Water Shutoff, Adj, Case , Modified" shall include the above described work necessary to raise or lower the
existing structure and cover of water shutoff boxes.
Pay Item Pay Unit
Dr Structure Cover, Adj, Case 1, Modified Each
Drainage Structure Cover, Modified Each
Dr Structure, Adj, Add Depth, Case 1, Modified Foot
Water Shutoff, Adj, Case 1, Modified Each
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SPECIAL PROVISIONS FOR CONSTRUCTION OF
DRAINAGE STRUCTURES
GENERAL
The work shall consist of constructing manhole and catch basin structures to the size and type, as shown on the
City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2, to the line and elevation of final grade,
of Portland cement concrete block masonry, brick masonry or precast concrete units (with or without steel
reinforcement as provided); furnishing and placing metal frames and covers; removal of existing drainage
structures; installation of storm drainage pipe, and shall include complete restoration of any disturbed lawns or
grassy areas.
MATERIALS
The materials used for constructing storm sewer manholes and catch basins shall conform to the requirements of
the 2012 MDOT Standard Specifications Section 403.02 Materials, unless otherwise specified herein._
Backfill for storm sewer manholes and catch basins shall be Class IIIA granular material as specified in Table
902.3 of the 2012 MDOT Standard Specifications.
Pavement subgrade backfill shall be Class II or 21A aggregate and shall conform to the Michigan Department
of Transportation 2012 Standard Specifications for Construction, Section 902.05
Gray Iron Castings shall be as specified in Section 908.05. Gray Iron Castings of the 2012 MDOT Standard
Specifications for Construction, and as specified herein. The structure frames, covers and assemblies shall be as
specified in the Special Provision for Utility Structure Adjustment, Reconstructing Structures and Cover
Replacements.
Drainage structure sealing shall be as specified in the Special Provision for Utility Structure Adjustment,
Reconstructing Structures and Cover Replacements.
Storm drainage pipe shall be as specified on the City of Taylor Standard Storm Water Detail Drawings ST-1
and ST-2.
CONSTRUCTION
Manholes and Catch Basins shall be constructed in accordance with Section 403.03 Construction, of the 2012
MDOT Standard Specifications, and the City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2
unless otherwise specified herein.
The Contractor shall comply with all Federal, State, and local laws and regulations governing construction
methods and the furnishing and use of all safeguards, safety devices, protective equipment, and pollution
controls. It shall be the Contractor's responsibility to protect, as reasonably necessary, the life and health of all
personnel on the job, the safety and health of the public, and to protect property during the construction of the
project.
Pavement, curbs, sidewalks and driveways which are required to be removed, shall be removed as specified in
the applicable sections of the 2012 MDOT Standard Specifications for Construction. Pavement, curbs,
sidewalks and driveways shall be sawed in straight lines parallel or perpendicular to the line of work or
removed to the nearest joint and shall be limited to the minimum area necessary to do the required underground
work. Any broken or damaged walks or driveways shall not be patched but shall be entirely replaced.
Excavation for constructing manholes and catch basins shall conform to Section 206.03.A of the 2012 MDOT
Standard Specification for Construction unless otherwise specified herein.
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Backfilling for structures shall be as specified in Section 401.03.D of the 2012 MDOT Standard
Specifications. The Backfilling around structures shall not begin any sooner than 12 hours after the structure
has been completed, except precast structures which may be backfilled immediately.
Excavation shall be made in such a manner so as to protect the side walls from caving in, and so as not to incur
damage to either private or public property. Excavated material shall be hauled away from the trench area
continually as part of the trenching operation.
Excavation beyond the minimum dimensions specified or shown on the Plans, when not so directed by the
Engineer, will be deemed unauthorized, and the space of excess excavation shall be filled in the same manner as
specified above at no increase in Contract Price.
Adequate pumping equipment and drainage facilities shall be provided and maintained to dewater the work
area, and water entering the work from whatever source shall be promptly removed and properly disposed
of. All required pumping and drainage shall be done without damage to adjacent property or structures, or to
the operations of other contractors, and without interference with the rights of public or private owners or
pedestrian and vehicular traffic.
Bottoms for structures may be of precast units or poured in place concrete and shall be supported by a
compacted six (6) inch granular base. If the bottoms are poured in place, they shall be allowed to set for 24
hours before placing masonry or otherwise working on top of it.
Manhole and catch basin base slabs shall have a nominal diameter and thickness, and be reinforced, as shown
on the City of Taylor Standard Storm Water Detail Drawings ST-1 and ST-2.
All ground surfaces shall be left by the Contractor in essentially as good condition as before manhole or catch
basin removal or construction started and any pavements, sidewalks, trees, or other things damaged or destroyed
on account of the removal or construction shall be repaired, replaced, or settled for at the Contractor's expense
unless otherwise noted.
Where called for on the Plans or as directed by the Engineer, manholes and catch basins shall be removed,
disposed of, and backfilled as specified in Section 203 Removing Drainage Structures, Culverts and Sewers of
the 2012 MDOT Standard Specifications for Construction.
The metal frames, covers, and grates on existing manholes and catch basins that are to be reused shall be
carefully removed to prevent damage. Any reusable casting damaged by the Contractor shall be replaced with a
new casting without additional cost to the City. All salvaged castings that are not to be used on the work shall
become the property of the Contractor and shall be promptly removed from the job site.
Storm water drainage piping shall be installed in accordance with the City of Taylor Standard Storm Water
Detail Drawings ST-1 and ST-2.
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MEASUREMENT AND PAYMENT
The completed work as described for constructing new "Manholes", "Catch Basins" and "Inlets" of the size and
type specified will be measured as Drainage Structure units, and will be paid for at the Contract unit price per
each. This price shall be full compensation for all labor, equipment, materials, excavation, including removal
and disposal of all materials encountered, openings, and backfilling, required to complete the construction as
specified herein.
The unit price for Dr Structure, Add Depth, 8 foot to 15 foot, of the diameter required includes the cost of the
drainage structure portions greater than 8 feet deep, but no greater than 15 feet deep.
Drainage Structure Cover unit prices shall include the furnishing and installation of the manhole, catch basin
and inlet covers of the appropriate type.
Storm water drainage piping shall be installed as specified herein and shall be paid for at the Contract unit price
per linear foot for all material, equipment and labor required to complete the installation of piping.
Pavement removal and replacement, when required will be paid for separately.
Pay Item Pay Unit
Dr Structure, 24 inch dia, Each
Dr Structure, 48 inch dia, Each
Dr Structure, 60 inch dia, Each
Dr Structure, 72 inch dia, Each
Dr Structure, Add Depth of 24 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 48 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 60 inch dia, 8 foot to 15 foot Foot
Dr Structure, Add Depth of 72 inch dia, 8 foot to 15 foot Foot
Dr Structure Cover, Modified Each
Dr Structure, Rem Each
12" Storm Drain Pipe Linear Foot
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SPECIAL PROVISION FOR
PRIVATE UTILITY STRUCTURE ADJUSTMENTS
GENERAL
All DTE, MICHCON and ATT utility structures, hand holes, and roadway valve boxes located in street
pavement or sidewalk pavement being repaired, removed and replaced shall be adjusted as necessary by the
Utility Owner, or their representative. The Contractor shall contact the specific Utility Owner thirty (30) days
prior to concrete pavement or sidewalk placement to co-ordinate the adjustment required to the structure to meet
the proposed grades.
All DTE, MICHICON and AU utility structures shall be adjusted and sealed as specified in the Special
Provision for Utility Structure Adjustment, Reconstructing Structures and Cover Replacement.
MEASUREMENT AND PAYMENT
All material, labor and equipment required to adjust to grade DTE, MICHCON and AU utility structures, hand
holes, and roadway valve boxes located in street pavement or sidewalk pavement being repaired, removed and
replaced shall be paid for under the unit rates bid for unless work is performed by the Utility Owner:
Pay Item Pay Unit
Dr Structure Cover, Adj, Case 1, Modified, Utility Each
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SPECIAL PROVISIONS FOR
DRAINAGE STRUCTURE CLEANING AND SEWER LEAD CLEANING
GENERAL
The work of drainage structure cleaning consists of cleaning existing catch basins and storm sewer manholes in
the area of the project where directed by the Engineer. The work of storm sewer cleaning consists of cleaning
storm sewer lines leading from catch basins and manholes.
CONSTRUCTION
When necessary and as directed by the Engineer, the work shall be performed in accordance with Section
403.03.G of the 2012 MDOT Standard Specifications for Construction and as modified herein.
Cleaning shall be by high velocity hydro-cleaning (jetting). Mechanical cleaning shall only be used when
authorized by the Engineer. Contractor shall take precautions to protect the sewer lines from damage. No
debris shall be accumulated on site except in totally enclosed containers approved by the Engineer. All material
deposits shall be removed from site and disposed of at an approved location.
Some of the catch basins, manholes and storm sewers may be completely filled. The Engineer shall determine
actual condition and necessity for cleaning prior to cleanout. Cleaning shall restore 90% of the pipe's carrying
capacity.
Jet and clean storm sewer lines from the catch basin or manhole a distance of twenty (20) feet.
MEASUREMENT AND PAYMENT
"Dr Structure Cleaning, Modified" will consist of cleaning catch basins and storm sewer manholes, and shall be
paid for at the contract unit price each, and will include all equipment and labor necessary to clean each catch
basin or manhole, including installation of bulkheads as necessary and hauling away and disposing of any waste
and debris generated.
"Dr Structure Lead, Cleaning, Modified" consists of cleaning storm sewer lines leading from catch basins and
manholes, and shall be paid for at the contract unit price per foot which will include payment for furnishing all
equipment and labor to clean storm sewer lines regardless of size, temporary bulkheads, and hauling away and
disposing of any waste and debris generated.
Pay Item Pay Unit
Dr Structure Cleaning, Modified Each
Dr Structure Lead, Cleaning, Modified Foot
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SPECIAL PROVISIONS FOR
LAWN RESTORATION
GENERAL
This shall apply when areas of concrete sidewalk or driveway pavement are to be removed but not replaced, and
along new concrete ADA sidewalk replacement where the grade between the new concrete and the abutting
lawn has been changed greater than one (1) inch. The work shall consist of furnishing and installing topsoil,
permanent seeding, or hydroseeding, mulch and fertilizer in accordance with the requirements of Section 816
Turf Establishment and Section 917 Turf and Landscape Materials of the 2012 Michigan Department of
Transportation Standard Specifications for Construction and as modified herein.
MATERIAL
For seeding, or hydroseeding, the seed mixture shall be Ti-IM (Turf Loamy to Heavy) as specified in Section
917, Table 917-1.
The chemical fertilizer nutrient shall meet the requirements specified in Subsection 917.10.B.1, Class A Water
Soluble Fertilizer.
Mulching shall be straw mulch blankets per 917.15.B.2.b., with anchoring material in accordance with Section
917.15.C.5.
CONSTRUCTION
Restoration of lawn areas abutting the curb disturbed by concrete pavement or curb and gutter repair, and
sidewalk or driveway replacement, shall follow these Specifications. Payment for this work shall be included in
the work item unit rate and will not be paid for separately.
Providing and placing topsoil shall be in accordance with Section 816.03.A. Seed shall be sown in accordance
with Section 816.03.C.1 by broadcasting, or using the hydroseeding method, in accordance with Table
816.1. Fertilizer shall be applied as set forth in Section 816.03.B. Mulch blankets shall be installed and
anchored in accordance with Section 816.03.H.
Restore areas where concrete has been removed and will not be replaced with topsoil of the depth required to
bring the area level with the surrounding grade, compact and seed, or hydroseed, in accordance with 2012
MDOT Standard Specification Section 816.03, unless otherwise specified herein. Before the topsoil is placed,
the subsurface shall be cleaned of all miscellaneous concrete, stones or other debris. Trim areas of existing
lawn to provide neat continuous areas of new planting.
When ADA sidewalk ramps are constructed and the grade differential between the existing abutting lawn and
new concrete ramp is greater than one (1) inch, the ground shall be cut and leveled creating a grade transition
slope from the top of the new concrete ramp to undisturbed lawn. The grade transition shall be a minimum of
sixteen (16) inches in width for up to a four (4) inch grade differential, to a maximum of thirty two (32) inches
in width for grade differentials greater than four (4) inches.
If during this re-grading, the existing material is determined to be unsuitable for planting growth, the material
shall be removed to a depth of two (2) inches and topsoil shall be placed. Before the topsoil is placed, the
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subsurface shall be cleaned of all miscellaneous concrete, stones or other debris. Trim areas of existing lawn to
provide neat continuous areas of new planting.
MEASUREMENT AND PAYMENT
"Topsoil Surface, Furn, inch, Modified" shall be measured in place by area in square yards and will be paid
for at the contract unit price per square yard which shall be payment in full for furnishing all labor, equipment,
and materials, including grading, topsoil backfill, seed, mulch and chemical fertilizer nutrient, complete to
restore the lawn as specified herein.
"ADA Ramp Restoration" shall be measured in place by area in square yards and will be paid for at the contract
unit price per square yard which shall be payment in full for furnishing all labor, equipment, and materials,
including grading, topsoil backfill, seed, mulch and chemical fertilizer nutrient, complete to restore the lawn as
specified herein.
Pay Item Pay Unit
Topsoil Surface, Furn, 4 inch, Modified Square Yards
Topsoil Surface, Furn, 6 inch, Modified Square Yards
ADA Ramp Restoration Square Yards
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SPECIAL PROVISIONS FOR
PROJECT CLEAN-UP
GENERAL
The Contractor shall provide cleaning/sweeping services on all street, sidewalk, alley and driveway surfaces of
the work site, and on all adjoining streets, sidewalks, alleys, driveways within one hundred (100) feet of the
work site, to remove all dust, dirt and other debris deposited on the surfaces as a result of the construction
activity. The contractor shall remove all dirt and construction debris from the abutting lawn areas. This shall
be performed on a weekly basis, or more frequently if conditions warrant.
The sweeping of the street and alley surfaces shall be performed with a self-propelled sweeper equipped with
pickup attachments and curb brushes. The equipment shall have a dust control filtration system in addition to
utilizing water to control the dust and dirt.
Upon completion of portions of work, and before final acceptance of the work, the Contractor shall remove all
temporary buildings or other structures built by him, all false work, excavated material, surplus materials, and
rubbish of all kinds from the grounds which he has occupied, and shall leave the line of work in a neat, clean
condition satisfactory to the Engineer. The Contractor shall remove all machinery and equipment from the
right-of-way.
The Contractor shall replace, renew or restore; in an acceptable manner, all property, both public and private,
which may have been damaged during the prosecution of the work. The Contractor shall replace fences, signs,
mailboxes, sprinkler heads and/or lines, or other necessary appurtenances, which have been temporarily
removed or damaged.
The Contractor shall thoroughly clean all sewers, manholes, catch basins, and other structures affected by his
operations whether within or outside of the limits of his work upon leaving that particular work site. The
Contractor shall use a "vactor" or other similar equipment suited for this work, or subcontract with a contractor
specializing in this work, to properly perform the work. A written report shall be submitted to the City upon
completion of the cleaning containing, at a minimum, type of structure, location of structure and date of
cleaning.
MEASUREMENT AND PAYMENT
Payment for project clean up will not be paid for separately but shall be included in other work item unit rates.
-siscN\
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HOLD HARMLESS FOR SUPPLY CONTRACTS
Bidder and/or supplier and/or contractor, agrees to indemnify, defend, and save harmless the City of Taylor, their
employees, agents and consultants, from and against all loss and expense including, but not limited to, fees and
charges of all kinds, including attorneys, and other professionals and court and arbitration costs if applicable by reason
of any and all liability asserted or imposed upon the City of Taylor, their employees, agents and consultants for
damages because of personal injury, including bodily injury, death at any time resulting there from, sustained by person
or persons and/or on account of damage to property, Including loss of use thereof, arising out of or in consequence of
the performance of this work and/or supply of any materials, whether such Injuries to persons or damage to property is
due or claimed to be due, to negligence of the bidder and/or supplier and/or contractor, their subcontractors, their
suppliers, the City of Taylor, and their employees, agents, and consultants, except only such injury or damage as shall
be occasioned by the sole negligence of the City of Taylor, their employees, agents or consultants.
Signed LREVLb/5_, CuthL_,
‘
Title President
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EXHIBIT A
INSURANCE REQUIREMENTS
89
THE FOLLOWING INSURANCE AND
INDEMNIFICATION REQUIREMENTS CAN NOT BE
SATISFIED WITH YOUR USUAL "CERTIFICATE OF
INSURANCE"
Please read the requirements prior to issuing any
documents.
Special attention should be paid to item "E"
The contractor also must sign and return this form to
the City of Taylor.
City of Taylor
INSURANCE AND INDEMNIFICATION
REQUIREMENTS
CATEGORY IV
Contractors Doing Work for the City of Taylor
IN CONSIDERATION OF THE CITY OF TAYLOR RETAINING THE UNDERSIGNED
CONTRACTOR FOR THE WORK TO BE PERFORMED FOR THE PROJECT
THE UNDERSIGNED ACCEPTS AND AGREES TO COMPLY WITH THE FOLLOWING
INSURANCE AND INDEMNIFICATION REQUIREMENTS FOR THE WORK:
A. General Liability Coverage to be obtained:
1) Minimum limit of $1,000,000 per occurrence, $2,000,000 aggregate.
2) Include products & completed operations coverage.
3) Fire legal coverage of $100,000 for projects involving a City-owned structure.
B. Automobile Liability Coverage to be obtained:
Minimum of $1,000,000 combined single limit.
C. Workers Compensation Coverage to be obtained:
Minimum Employers Liability limits of $100,000 each accident; $500,000 disease
policy limit and $100,000 disease each employee.
D. The insurance carrier must have an A.M. Best rating of A- ,VII or better.
90
E. The City of Taylor must be made an additional Insured on all General Liability
Policies by using one of the following methods:
1. If a written contract has been signed for the work to be performed and the
Contractor's General Liability Insurance Policy contains a "Blanket AddMenai
Insured" endorsement which provides for additional insured statue "as
required by contract", a Certificate of insurance stating that the Blanket
Additional Insured endorsement is Included In the $3/1. policy will be
acceptable, However, the "Blanket Additional Insured Endorsement" must
also state that It Is primary and the additional Insured's insurance coverages
are non-contributory, If this is not stated then a "Waver of Subrogation" will
be required.
2. A standard certificate of Insurance. Also, endorsement CG 2026, or It's
equivalent, showing the following language will be acceptable:
"The City of Taylor, and its Officials, Officers, Agents, Representatives,
Employees, Boards, Commissions, and Volunteers are named as additional
Insured parties and this coverage shall he considered to he primary coverage
to these additional insureds and the City of Taylor's Insurance coverage Is
non-contributory".
F. The Description of Operation section of the Certificate of insurance must
describe the project, event, service, etc.
G. If, In the opinion of the Risk Management Committee, the liability exposure to the
City is greater than anticipated by these guidelines, the following additional
requirements may apply:
1. Owners Protective Liability:
Minimum Limit of Liability In the amount of $1,000,000 per occurrence,
$2,000,000 aggregate.
2. Higher limits of liability ancitor higher A.M. Best Ratings, subject to City
Council approval.
H. The Contractor shall save harmless, Indemnify and defend the City of Taylor and It's
officials, agents, officers, employees, and representatives from and against any and
all Claims, actions, losses, liabilities, injuries, damages, expenses, and attorney fees
which arise out of or Involve the performance of the work or the completion of the
Work for this project.
A l/f, (7)At'rt-e
CONTRACTOR
( n5(
) 41 t"-\• •
/
IGNATURE
DATED:
Edition 0-12-05 pg. 2 of Ins. & Ind. Req. Cat IV
17
91
--- 1 clo
AccoRD CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
CONTACT
PRODUCER
NAME: Marlene Miller
VTC Insurance Group PHONE (248)471-0970 FAX (248) 471-0641
(A/C. No. Ext): (A/C, No):
E-MAIL marlenemiller@vtcins.com
37000 Grand River Ave Ste 150 ADDRESS:
INSURER(S) AFFORDING COVERAGE NAIC 8
Farmington Hills MI 48335 INSURER A : Home Owners Insurance Company 26638
INSURED iNsuRERB:Safety National Casualty Corporation 15105
Audia Concrete Construction Inc Hanover Insurance Co.
INSURER C:
PO Box 72 INSURER D:
INSURER E:
Milford MI 48381 INSURER F:
COVERAGES CERTIFICATE NUMBER:24-25 Master REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCR BED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR ADDL SUBR POLICY EFF POLICY EXP
LTR TYPE OF INSURANCE INSD IAND POLICY NUMBER (MMIDDn'YYY) (61M/DONYYY1 LIMITS
COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000
DAMAGE TO RENTED
A CLAIMS-MADE X OCCUR PREMISES (Ea occurrence) $ 300,000
X Contractural Liability 04111763 5/1/2024 5/1/2025 MED EXP (Any one person) 5 10,000
X X,C,U PERSONAL & ADV INJURY 5 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 5 3,000,000
POLICY X ,111
8: Liii LOC PRODUCTS - COMP/OP AGG 5
$
3,000,000
OTHER:
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000
(Ea accident)
X ANY AUTO BODILY INJURY (Per person) S
A — ALL OWNED - SCHEDULED
5172558401 5/1/2024 5/1/2025 BODILY INJURY (Per accident) 5
_ AUTOS AUTOS
, NON-OWNED PROPERTY DAMAGE 5
_X HIRED AUTOS AUTOS (Per accident)
S
X UMBRELLA LIAB
___ OCCUR
X EACH OCCURRENCE 5 10,000,000
A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000
X DED RETENTION S 0 5172611601 5/1/2024 5/1/2025 5
WORKERS COMPENSATION PER 0TH-
X
AND EMPLOYERS' LIABILITY STATUTE ER
YIN
ANY PROPRIETORJPARTNER/EXECUTIVE EL. EACH ACCIDENT S 1,000,000
OFFICER/MEMBER EXCLUDED? N /A
B (Mandatory In NH) AUDIA-C 5/1/2024 4/30/2025 E.L. DISEASE - EA EMPLOYEE 5 1,000,000
If yes, describe under
DESCRIPTION OF OPERATIONS below EL. DISEASE- POLICY LIMIT $ 1,000,000
C Installtion Floater IRBD558826 5/1/2024 5/1/2025 Unit $50,000
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more apace Is required)
Where required by written contract, the City of Taylor, its officials, officers, agents, representatives,
employees, boards, commissions, and volunteers are additional insured on the General Liability policy
with respects to ongoing and completed operations performed by the named insured.
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
City of Taylor THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
2355 Goddard Rd
Taylor, MI 48180
AUTHORIZED REPRESENTATIVE
Alan Chandler/MEAA
© 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD
INS025 (201401) 92
EXHIBIT B
Title VI
93
During the performance of this contract, the contractor, for itself, its assignees and successors, in
interest (hereinafter referred to as the "contractor") agrees, as follows:
1. Compliance with Regulations: The contractor shall comply with Regulations relative to
nondiscrimination in Federally-assisted programs of the Department of Transportation,
Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to
time (hereinafter referred to as the Regulations), which are herein incorporated by
reference and made a part of this contract,
2. Nondiscrimination: The contractor, with regard to the work performed by it during the
contract, shall not discriminate on the grounds of race, color, sex, or national origin in the
selection, retention, and treatment of subcontractors, including procurements of materials
in the discrimination prohibited by Section 21.5 of the Regulation, including employment
practices when the contractor covers a program set for in Appendix B of the Regulations.
3. olicitation for Subcontracts, Including Procurements of Materials and Equipment:
In all solicitations either by competitive bidding or negotiation made by the contractor for
work to be performed under a subcontract, including procurements of materials or leases
of equipment, each potential subcontractor or supplier shall be notified by the contractor
of the contractor's obligations under the contract and the Regulations relative to
nondiscrimination on the grounds of race, color, or national origin.
4. Information and Reports: The contractor shall provide all information and reports
required by the Regulations, or directives issues pursuant thereto, and shall permit access
to its books, records, accounts, other sources of information, and its facilities as may be
determined by the State Highway Department or the Federal Highway Administration to
be pertinent to ascertain compliance with such Regulations or directives. Where any
information required of a contractor is in the exclusive possession of another who fails or
refuses to furnish this information, the contractor shall so certify to the State Highway
Department or the Federal Highway Administration, as appropriate, and shall set forth
what efforts it has made to obtain the information.
5. sanctions for Noncompliance: In the event the contractor's noncompliance with the
nondiscrimination provisions of this contract, the State Highway Department shall
impose such contract sanctions as it or the Federal Highway Administration may
determine to be appropriate, including, but not limited to:
a. Withholding payments to the contractor under the contract until the contractor
complies and/or
39
94
b. Cancellation, termination or suspension of the contract, in whole or in part.
6. Incorporation of Provisions: The contractor shall include provisions of paragraphs (1)
through (6) in every subcontract, including procurement of material and leases of
equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The
contractor shall take such action with respect to any subcontract or procurement as the
State Highway Department or the Federal Highway Administration may direct as a means
of enforcing such provisions including sanctions for noncompliance: provided, however,
that, in the event a contractor becomes involved in, or is threatened with, litigation with a
subcontractor or supplier as a result of such direction, the contractor may request the
State Highway Department to enter into such litigation to protect the interests of the
State, and, in addition, the contractor may request the United States to enter into such
litigation to protect the interests of the United States.
40
95
EXHIBIT C
MDOT R-28-I COT AMENDMENT
96
I 'lulus tu:mING sPacE s'..EPE 15 2.DI IN Ei01 DIREctio4
TRAVEL. 111%1I4M DImENSIDIS 5' A S'. SEE 141ES.
I. UAXIIA.61 PUP cants SLoPE IS 2.05. RUNNING SLOPE SI -
11.37. 0L0I10)111. sEETi5.
"h04.1FALIl14G" AREA
luORING SPACE-
TOLLED (OS
DETECTABLE voRNING SAIRCACE
ACROSS rut. 110111
ISEE 00IE51
PERMANENT
cestaucriott
SIDEWALK RAMP TYPE R
10511E5 SIDES1
• TURNING
1, C
DETECTABLE PARMIAG 54RVICE
t4' gams ruu. 110014
IsEE Roust
DETECTABLE PARNING SUBTACE
24" ACROSS ILL 1110711
15(0 AWES I
43 4 e,
--G-eAtapt
.4a.
-
4.1`ts:42— v•fr.-
4$1.-
-fuLL DIM 14EI04t OAT BE
REMO TO ACCOraCOATE
MONO SIDE Rot storE
SIDEWALK RAMP TYPE F
1FLAREO SIRES, 1110 RASPS 5001121)
PA:TVF,J1 01AECITA MICHIGAN DEPARTMENT OF TRANSPORTATION
0.A1 I S.e.clt. es..AEAu Cf fOCNION Ce.110P10047 STAMAAD MAN RV
ItilNIDCYr
14.40.• Nomema
PREPARED AMMO sr &+4-e-/ SIDEWALK RAMP AND
Dr DINKIER4NICE MX ICES DETECTABLE WARNING DETAILS
DESIGN 01015104
St: LL a "cr maw?
7774zRatio I 1-30-T014 7 - 1- 2014 SHEET
Melte
I f to
otmciat. F.11.1.I. FLX PAM
R-28-I o Or 7
42
97
• mAxImuu TUNING SPACE SLOPE IS 2.0% !REACH OIRECTICH OF
TRAvEL. 111111Eum DIECNsIONS 5' x 5'. SEE NOTES.
xeslAKINUU RAP CROSS SLOPE IS 2.01. RoNNIAS SLOPE Sx - 11.
(101 NAKIMusi. SEE WHES.
• Emilio 'NON-NALKINO AREA
SPACE
ROLLED COI
VinHING SURFACE
24' ACSOSS Fula NIODI
• (SEE NOT(S)
WAVING AREA
6 12
SIDEWALK RAMP TYPE RE'
imito / (LASER SIOESI
PAVEKNT CURB a GU1101 SAW • TuRNDO SPACE
DETECTABLE DARNING SURFACE
24' ACROSS FULL 1110TH (SEE ROILS)
RAW SLOPE SL- I%
_L ECM Euallou) SEE NOTES
RAW Aim FIRMING SPACE SLAB THICKNESSES
SHALL BE AS CELLED FOR Old THE PLANS
ETPEASIoN JOINT
REINTORCELENT AS IN GRADE WEAK
ADJACENT CUM a CARER
SECTION Alt
FAKE(R' SHALL ENO Roil
Vim 111 CUTTER PAN
Kix TRANSIT10.4 ADJACENT WHIR PAN RiEET SLOPE RAW SHALL ENT FLUSH
CROSS SECTION 10 PAOVIOE S.01. 11111 BACK OF CURB
WICINLIN CCUNTER SLOPE ACROSS
INE RAW OPENING.
SECTION THROUGH CURB CUT
ItiPICAL ALL RAW TYPES)
MICHIGAN DEPARTMENT OF TRANSPORTATION
eupv. Cf HIGHIlAY CCVE1OPMENT STAIODA.R0 PLAN FOR
SIDEWALK RAMP AND
DETECTABLE WARNING DETAILS
1-10-2014 1-1-2014 SHEET
f.N.4.4. IPPRONL
R-28 -I 2 OF 1
43
98
• UAXIULAJ TURNIAG SPACE SLCPE IS 2.05 IN EACH DIRECTIDI or 'NON.VALITIKO. AREA
TRAVEL. Nifintal DIVERSIONS 5, x 5'. SEE NOTES.
54 RAXIvou RAMP CROSS SLOPE IS 2.0r1. RUNNING SLOPE SY - IS
10.31. uARINUul. SEE NOT(S.
PEALED CURB
. ..
0 TURNING SPACE
. ..•••••• DETECTABLE vARNING SURFACE
':':':'..': • • 24' ACROSS FULL v10111
ISLE NOIESI
SIDEWALK RAMP TYPE P
PARALLEL RAP)
DO NOT USE IN AREAS wmERE P0)01NO UAY OCCUR 'RON-VAULING' AREA
• .1 • •
. . .
.".'."
'RON-RALAING' AREA
.'.•.
• TURNING SPACE
.."."."."." "
0 lo
DETECTABLE loRNINO SURFACE
24' ACROSS FULL RIOT))
ISEE NOT(S)
SIDEWALK RAMP TYPE C
IC011111141104 RiuP)
USE 24' DEEP OETECTABLE RARRINGS IF MEDIAN
rIDIN IS Al LEAST 6 . -0'. OIRERIISE NO
DETECTABLE FARNINO IS REOUIRED.
SIDEWALK RAMP TYPE M
MOM ISIANO)
MICHIGAN DEPARTMENT OF TRANSPORTATION
WPM OF NOWAY MELON/ENT STATIOPF0 RAN FOR
SIDEWALK RAMP AND
DETECTABLE WARNING DETAILS
9-30-2014 1-1-2014 SHEET
ApPROYAL RATE
R-28-I 3 OF 1
44
99
I MAIIIAAI IURHINO SPACE SLEPE IS 2.01. II EACH DIRECTID4 OF
?RAVEL. UNMAN OlIGNSIONT 5 x S'. SEE ROTES.
•• MAXIMUM IMP CROSS SLOPE IS 2.01. RUNNING SIDI 5% - 11
01.11 41141.01). SEE NOICS.
101-vALKINO' AREA
ROLLED CURD
2' 11814M DETECTAELE RUINING BORDER OFFSET DEASORED
PRIM THE (ADS CF IRE RADIUS. SEE NOTES
RADIAL DETECTABLE WARNING SHOWN
-04•1/1ILK INS' AREA
• TLOHIND SPktE
• 0 • 0
• . • . • V
-- 11
62
Lifilii{-
11-1111111111111111141111111111111111111111111111111111b,
2° RAXIMAI DETECTABLE 110111110 DEGOER OPFSET MEASURED
FRED! THE DIOS CP IHE RADIOS. SEE NOTES
I TANDENT DETECTABLE WARNING SHOWN I
SIDEWALK RAMP TYPE D
!DEPRESSED CCONERI
USE CNLY DIEN INDEPENDENT DIRECTIONAL RAMPS CAN 1,01 Ut CONSIRDE1(0 FOR EACH CROSSING DIRECTION
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAU OF K3WAYMELOPMEMSTRa1NRD PLAN FOR
SIDEWALK RAMP AND
DETECTABLE WARNING DETAILS
SHEET
9-30-2014
F.H.1.k. APARNAL
T-1.2014
11./A DUE
R-28-I 4 Of
45
100
a THE DETECTABLE WIR,IING SURFACE SHALL eE LCCATIO SIDEWALK (
so 1651 THE EOKE //ARES? THE RAIL CROSSING IS
WINIIAAM Ai) IS ALAKILLNI PROW DIE CENTIRLIFE DETECTABLE VAR111,4 SUWACE
THE kti.REST RAIL. 00 01 PLACE DETECTABLE 24" ACROSS roiL 11018 (SEE WES)
WARNIK• CH RAILROAD CROSSING RATERIAL.
RAILROAD CR095160 WITERIAL (DT.)
PEDESTRIAN GATE
(aNERE PRUNED)
- DETECTABLE YAWING SIRFACE
Te ACROSS FULL PION (SEE 411(51
DETECTABLE WARNING AT RAILROAD CROSSING
MEARES! EDGE WITHIN
2 . CE SHOULDER
SIDEWALK
DETECTABLE WINK SURFACE
21. ACROSS FIAT WIDTH
(SEE KITES!
DETECTABLE WARNING AT FLUSH SHOULDER OR ROADWAY
MICHIGAN DEPARTMENT OF TRANSPORTATION
BUREAJ OF WORMY 00', "401(1 STAI1CAPD KAN FOR
SIDEWALK RAMP AND
DETECTABLE WARNING DETAILS
1-1-2014 SHEET
9-30-2014
1,4.1.6. ORION_ P516 060
R-28-I 5 OF 7
46
101
LEGEND
SLOPED SURFACE
ociEcTABLE RARNIK
11
'.".".".' 1404.1/0tKIN5 AREA,
5.07. KAT. RuNNING SLOPE . .
DEEM BOTION GRADE BREAK.
SEE SECTION B.8
TRUE EITHER END CF THE DOTTCO CROSSTIALK NARKING
GRADE BREAK IS WYIE THAN S. FRou
THE BACK OF CURB, THE DETECTABLE
WARNING SMALL BE LOCATED kr IKE
BACK OF CuRET. (BONE CATIENTATION PREFERRED LOCATION
IS NO1 SIGNIFICANT Ow RADIUSI ID OF DRAINAGE MEI
itrP.I
SIDERALK LOCATED IN RADIUS ITIPE R SNOW41
IGRATIE BREAK GREATER THAN 5')
ALTERNATE LOCATION
SIDEKALK RAW PERPERDICuLAR TO RADIAL MB il/PE F 51101N) 1=5 OF DRAINAGE INLET
(TYP.)
USE WITH RADIAL CURB OEN IRE CROSSWALK ANO SIDEWALK)
( RAJ, ARE vOT ALIGNED
iHERE BOTH ENDS Of THE
BolIEN GRADE BREAK ARE
RIIHIN 5' OF THE BIM OF
CORR. THE 0E1EcTARLE
WARNING SHALL RE LOcA11/1
CO WE RAW SURFACE AT 0. GRADE BREAK ITTP,
THE ENITOu GRADE DRELL ,
2% 15.01 W.) sun um)
BOTTOM GRADE BREAK
SIDEWALK RAW PERfEHDIcuLAR 10 TAKENT Culla
[TYPE F AND Rf SmOmNi SIDEWALK RAP LOCATED IN RADIOS (TORE R SHOWN,
(GRADE BREAK LESS MAN 5')
PAVEMENT CURB A GUTTER
• GRADE BRus RAuP SLOPE 51 - 15
18.35 MAKIMJI11 SEE ROTES
• GRADE BREAKS Al THE TOP MD BOTTOM Cf 2%
CLMB RALPS SHALL BE PERPENDICutAR TO 5.0111AX 15.01 (LAK.)
THE DIRECTION OF TRAVEL.
RAMP AND 'WANING SPACE SW THICCRESSES
elm TRANSITIEKI ADJACENT GERTER PAN CROSS 1' ExPAHSION 40INT SHALL BE AS CALLED FOR OH 1HE PLARS
SECTICH TO PROVIDE 5.01 luximum coNNTER
SLCcE ACROSS THE Rue OPENIkG. APPROACH AREA SHALL 24' DEEP DETECTABLE WARNING.
CAD FLUSH WITH BACK EATEN:ONG THE WIDTH OF ENE
[looms RAMP.
SECTION B-B
SIDEWALK RAIAP ORIENTATION
MICHIGAN DEPARTMENT OF TRANSPORTATION
BuREAL oF FroHuy oraLOPPAKTIT sTAHDAFIET PI.Abl FOR
SIDEWALK RAMP AND
DETECTABLE WARNING DETAILS
9-20-2014 1-1-2014 SHEET
F.H.I.A. APPROOL MN DAM
R-28-1 OF 1
47
102
ALIGNED IN DIRECTION OF TRAFET, LhO
- 2.4' PERPEROICULA FEB RACIAL' TO GRACE BREAA
501 10 650
OF BASE I 1
O 00
0 00 0
O 0 0
o.ss]
um. —
DOME SECTION DOME SPACING DOME ALIGNMENT
DETECTABLE WARNING DETAILS
DETAILS SPECIFIED Cfi THIS PLAN APPLr 10 ALL CONSTRUCTION, (CO III ROADIAT CONSTRUCTION, THE RAP CROSS SLOPE RAY ROT
RECONSTRUCTION, OR ALTERATION OF STREETS, COBS. OR SIDEVALAS EXCEED 2.01. FOR ALTERATIONS TO EXISTING ROADHAyS. THE CROSS
IN THE FU3LIC RIGHT Cr BAy. 510(E Tay BE TRANSITIONE0 TO WET AN EXISTING ROADRAy oRADE.
THE CROSS SLOPE 11111011 1111 SHALL BE APPLIES uNTFOTALT OsER THE
SIOETALL LAWS IRE TO BE LOCATED AS SPECIFIED 1)11 1110 PLANS Di FULL LENGTH OF THE RAW.
AS OIREETE0 BY INC ENGINEER,
THE NAXILAJW RARING SLEPE Ef BA% IS RELATIVE ID 1. FLAT 1011
RAPS SHALL BE PROvIOED AT ALL CORNEAS CF All INTERSECTION REFERENcE. TorEvER, IT SHALL Nol REWIRE ANT RAW CA SERIES
vHERE THERE IS EAISTIND CO PROPOSED SIDENALA AND CuRET. RALPS CF PAWS 10 (10E00 151(01 1k LENGTH.
SHALL ALSO SE PROvIDED AT NARKED AhOICil SIGIALI2E0 1.10-51000
CROSS 605. DRAINAGE STRuCTURES SHOULD ADE BE PLACED IN LINE 11111 RAws.
THE LOCATION ER IRE milk. SHOULD TIRE PRECEDENCE DYER THE
SURFACE TEFELRE CF THE RAW SHALL BE INA( DREADED BT A COARSE LEXATIOT OF THE DRAINAGE sifucTuRE. THERE ExISTInG111141MAGE
BRE:CUING, IRARSvERSE 10 THE RUNNING SLOPE. STRUCTURES HOE LOCATED IN THE RAP PATH Of TRAVEL, USE A
sukuTACTuRER'S LOA COwFilANI CRETE. CeENINGS SHAti. NOT BE
SI0E141.4 SHELL BE RALPEO AHERE THE DRIVE1AY cuRs IS EXTENDED GREATER THAN 1,Z. ELI:KATE° DrENINos SNAIL BE PLACED SO THAI
ACROSS THE BALI. INE LBWS OINEHSION IS PERPEIrDICULAR 10 THE DCuINANI DIRECTION
Of 1RAvEL.
CARE SHALL BE TAAEN TO ASSLRE A URIFORN GRADE (Al 1PE RUPP,
RICRE COMiri06s PERTAIT. IT IS DESIRABLE THAT THE SLOPE OF THE TRANSITICN ENE CUTTER PIN CROSS SECTION SUCH THAT ENE CDF.INTER
RAW BE IN cm-Y ow DIRECTION. PARALLEL To THE DIRECTICN CF SLOPE IN THE DIRECTIMI or Rup TRAvEL IS ROT GREATER THAN
TRAvEL. 5.00. mAINTAIN THE RONAL CUTTER PAN CROSS SECTION ACROSS
CRANAC,E StAuchAIES.
PAW 110TH SHALL BE INCREASE°. IF NECESSARY. TO ACC01000ATE
SIDENALI 51,01 RENCNAL UNIFIER! NE:FINALLY USED EIT THE THE 701' El THE JOINT FILLER FEB ALL RAW TIRES SHALT. BE FLUSH
WHICIPALITT. 0TH THE ADJACENT ccu:RErE,
PROVIDE TURNING SPACES VERE PEDESTRIAN TONING wOrEtEnIS ARE (ROSS BILK AMR STOP LINE NAREIHCS. IF USED. SMALL BE SO LOCATED
REGAREO. AS TO STEP TRAFFIC SNORT OF RAW CROSSINGS. SPECIFIC DETAILS
FOR MARKING APPLICATIONS ARE GIVER IN THE "MICHIGAN UAAFIAL CF
rHEN S' MINImuu riDTHS ARE NOT FEASIBLE. RAW 110TH uAy BE uwIFCRAI TRAFFIC CCL1TROL DEVICES'.
REOU0E0 10 ROT LESS THAN 4 AHO TIERING SPACES TO NOT LESS
IVAN 4' x 4. FLARED SIDES VITH A si.c0E Ci ID% mAximum. scASuRED 41.0(0 ENE
ROADSIDE CURS LINE. SHALL BE p110010E0 rHERE AN UNOBSTRUCTED
DETECTABLE BARRING SURFACE COYIRAGE IS 24' WIHINUM IN THE CIRCULATION PAIN LATERALLY CROSSES THE SIOE/ALX RAW. FLAREO
DISECIID, OT RAMP/PATH TRAya AND THE FULL 110111 CF THE SIDES ARE NOT REWIRED 111ERE THE RUP IS BORDERED BY
RAPIPATH OPENIA0 0011001140 CURSED OR FLARED CUI8 IRmsiTicm LANDSCAPING. UmPAyED SURFACE OR PERINAENT FITECI OBJECTS.
AREAS. A BORDER OFFSET 001 GREATER IRAN 2" LEASURE° ALONG THERE THAT ARE hOT RECEIREL. FLARED SIDES CAN BE coNsIDENED IN
TAO EDGES Cr THE DETECTABLE YARNING IS ALLORABLE. FOR RADIAL CIDER TO AVOID SHARP CURB RETURNS AT RAW OPENINGS,
CURD THE OFFSET IS NEASURED FRCN THE ENOS CF THE RADIUS.
DETECTABLE WARNING PLATES AAJST BE INSTALLED USING FABRICATED OR
FIELD CUT UNITS CAST 44.01041 ANCHORED IN THE PAVEMENT TO RESIST
SHIFTING DI REEVING.
MICHIGAN DEPARTMENT OF TRANSPORTATION
DuREAV Cr* TvoNnAy cuwELORTAErn symoARD rtAN 100
SIDEWALK RAMP AND
DETECTABLE WARNING DETAILS
9-30-7014 1-1-2014 SHEET
(.11.5.5, APPROVAL PUN DATE
R-28-I cw 7
48
103
EXHIBIT D
Standard Storm Sewer Details
ST-1 and ST-2
49
104
STORM SEWER NOTES
I. 014. 000011*10t 01100001011 LIM/ TOMO II 114 00101
01 VIal 3001 0010 31/11/00 MO 0040. SK01001101 CI 10 301310 OP .10111113
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PLANE JOINT !WTI MAY BE SUOSIMUTEDIF AMNORI2E0 BY NE ENGINEER. MATCH CuRREITT GENERAL SPECIFICATIONS. OR OTHER APPROVED MATERIAL SHALL
ELEVATION ELEVATION BE PLACED WITHIN THE ISLAM AREA.
ALL EXISTING JOINTS OR EXISTING TRANSVERSE CRACKS. TYPICAL MAJOR STREET
THAT net
STEEL BEAM GUARDRAL-TYPE A TYPICAL CUL-DE-SAC DETAL APPROACH JOINT LAYOUT
ii CURB & CUTTER DETAIL
P0-2
108
m
No
0., miis ,..111. i p,..... nsEss, TIC SjAli tt4P T2LJO IAT INIAL SEAL WITH KT-POURED
R I:ZT1_1
. p
Tri?-11.TI.N S .
, IT IS
USED IN BASE COURSE CONSTRUCTION
JOINT SEALANT
SEAL VITH ROT-POOPED
RUBSER-ASNULTIC
3. 3.
PREFORMED FIBER PAVEMENT
IMPLANT
—I PPP-
TYPE CONKKAND , JOINT FILLER REINFOICEICNT POLON:ANC PIANO
ON 'DOERING CONsTAuCTION IC INFORCEANT ..
RENNE PLUG FROM FIRST HALf IL I VI
- . 17
HOOK BOLT DETAID, mac scar ASSEMBLY MC
INSTALL SECOND NALF X ii Millat__ I It
• ';-..' ." ..§
NOOK BOLT ASSN*, , _ SKEW KAM §
EWE AI TH 5= .,• • . ,..:.••
EDGE WITH WOO
LONG LIP ,x 2/ .V.
LIP EDGER
&IPA
EGGER
,- FIRST POUR
't
' ...,,,,,•
DOKL OARS ISLE
DETAIL THIS SKEEN
DETAIL
SAKE. GROOVE
001EL BARS
!SEE DETAIL,
PAVEICHT
RE DC ORCEPCNT K2 x 1' ROW STRIP
'To KNOW IN PLACE,
3/4 • MOOING
ITO X KNOVEDI
FOR NEOPRENE
ROT JOINT SEALER IJOINT ST•04. "E • 1
SAKE. GAXIVE WITH KOPRONE
": JOINT SEALER - STWEIL 1C0
,:._
TYPICAL TRANSVERSE CONTRACTION JOINT "C" TRANSVERSE EXPANSION JOINT "E" TRANSVERSE PRESSURE RELIEF JOINT "PR"
..,..,.
IL:
KM HEAT SPACED
A 40 CC
AVENENT i
SOL WITH NOT-POLMED V
REIISOWEL0001 JOINT SEALANT HEM. 101111 PRESSURE APPLIED
Hot AXON-ASPHALT IC TYPE SEAL WITH COLO V SAVED PAVEICNT
COMO** CM PRESSURE APPLIED corowo JOINT PREACLOCD F IAN PILLER
RE I WONCEICHT e-ASPINALTIC COKRETE WRFACE
illeMPAM ...'': . 74 N- APPLIED CCLO COMM* uN /11•SAINED PATINENT FLUSH •ITH CONCRETE SURFACE -, ..
N 1
_ SECIND POJR RE INFOKNENT z,
. V .- i ...
•. V.
..,:g1.... : .k . ^•'.; ;5L
I
N.. ....
. .,,. ' V..c
'JOINT SYMPA 'VI i .,'..:...
CONNETE BASE PAVONENT WITH \.. PANNEKAT RE INTORCEINENT i
NOIEN 1/2 • N NI' DEFORICO TIE OARS ASPHALTIC CONCRETE SURFACING
FOR FUTURE PAKKAT WIDENING THIS JOINT SHALL BE ONSTRXTED SPACED AT KW C-C AK SuPPENTE0 i
ACCORDING TO THE DETAIL warm Nal, THAT THE 'SLOG.* POJR• BY TIE OAR INAINS AT NCH
A1 NE "SECO* HALF" OF TX JOINT HOWL NOON BAT SHALL BE 00 DI DAR AS SHONA MITE'
WITTED. TOE THREADED ICK.E IN NE HOOK NOT CONPL/NG SHALL DEAN OF SAVED JOINT CUT TO VARY BETWEEN 1 in • TO 2 in •
BE FILLED AIN A MOT PREVENTIVE OIL AK PLUGGED WITH • PLASTIC IA DIRECTED OT TIC OCINEE111 WOMEN, ON THICXICSS OF
CM NEOPRENE PLUG. THE PLUG SHALL BE Of PAWN 0110115101 10 PROPOSED ASPHALTIC COCRETE.
COIMETELY SEAL TIC HOLE AND SHALL KT PROJECT MORE THAN 'JOINT 51100.. "VI
VI • ASTER INSERTION. ........................
SAWED LONGITUDINAL PLANE OF WEAKNESS TRANSVERSE PLANE OF WEAKNESS8 JOINT §
a U
LONGITUDINAL BULKHEAD CONSTRUCTION JOINT 118" LONGITUDINAL LANE TIE JOINT "D" JOINT IN ASPHALTIC CONCRETE SURFACE "S" FOR CONCRETE BASE COURSE "WTA"
ti (..4 P
.,... . •.7.5. PO A
et Q 2 1
tri igiqg;
1, (!1112:.17 r .,- j ,...- mix TNNEADS
. ....
1 ,:i.... T z ..M
.
.
'1E E Ilill
...
SEAL IDEA HOT-PARED , 5 NESII KleORCEIKERT SHALL CONFORM TO WE
ANMEA-ASPAAATIC _ • RA
TTPE COLIPOUND KODKICNTS CC THE CURRENT SPECIFICATIONS
• PM WELDED STEEL •117E FABRIC ECM CONCRETE
Vb• ..fx 2..e POLTSTNNE OR OTHER
STA NDA RDPAVINGDETAILS(PD -3)
PAKACNT .r NEN REINFINCEMENT A.S.T.N. DESIGNATION AIM
RE INFORCEINENT .. Is. LENGTH OF SHEET
APPROVED TEMPORARY FILLER AND SHALL OE FABRICATED AS Spew. EAGER,
..'. • ' IS TRAACSGWSE NOTES A 12" C/C No 4 GAUGE THAT A TOLERANCE OF NE INCA IS PERMITTED
3
b141k000ktis,
I .....2,...„ .., THE PAVNENT TRANSITION SHALL X S. V V 1 I V V IN 'NE LENGTH OF OVERNAK X LONGITUDINAL
.
z ...• GINSTRUCTED OF 3500 PSI CoCRETE. 11113 1131.10aGE ' WINOS .
CI TY OF TA YLOR
; •
,
FIRST PRA " mR, AM SECOND P4
4,,
u. . • JOINTS IN THE COCKTE PAVENEAT ..-- moms nu - -). '...
- •.-
- 7.
— TR
THE PAVEMENT REINFOROJENT SHALL RE SHIPPEO
. SHALL X CARRIED NROJGH THE PAVEMENT illaini MO DELIVERED TO INE ROW AREA IN FLAT
.
I 0/3.1• SUVS1,N1001101401 .10.11/C-As
...., .. J.P 7 '• TRANSITION HEADER. MI . SNOTS Cl MATS.
ASS • 7 C/CI
-
IMPEL OHS ISLE DETAIL' AT Wen : TME REINFORCEICAT SHALL OE PLACED 3 INCHES
MO A MINIMUM OF I' FROM MX Cf V •
email** AK AT RIO* ANGLES TO CONCRETE PAVEMENT TRANSITION HEADER V BELOW SuRIACE Or TA FINISHED PATENCAT.
300V0 00.0N 0/2.1
PAVE,Off JOINT. DASXET ASSEMBLY NOTES: :. : SIZE Of AIRES IS BASED ON U.S. STEEL TIRE
THE 00VEL BAR SPACING SHALL BE 12 AS Slew AND EXCESS SPACE EQUALIZED a W N GAUGE AND AUNTS FOR 'CNN REIWORGELIENT
TRANSVERSE END OF POUR CONSTRUCTION JOINT AT EACH SIDE IX PAVENENT SLAV. WERE LANE WIDTHS OTTER THAN INDICATED A . ARE ACCORDING TO THE WIRE REINFORCEMENT
OCCUR. 8 x• INSTITUTE TABLES.
IIM
SISTA0. MA:
V el
ALL HIRES WM An INININN SIZE AK SHALL CONFEFIN TO DC CuRROM • NACRE DC RIOTS Or PATEMOIT NAG VARIES MON
NOTE: SPECIFIcATIONS FORCCLOWA• STEEL RIME FOR CONCRETE REINKNCEACNT. i • THAT Slew. DIE REINFONCEKNT REQUIREMENTS
PRIOR TO PLACING CONCRETE IN TOE FIRST POI, THE SLEEVE A•S.I.A. DESIONATION A-92. b u• SHALL OE NE SAME AS SKr. HEREON. EXCEPT THAT
DOWELS AND CONTRACTION BASKET ASSEMBLY 1.1714 ALONE*, IN A SPLIT SHEETS OR NOS MAT WE USED TO COKORN
SHALL BE FORAY SECURED TO DIE SUKRADE• TRUE 70 LIME AM PESITIOR. THE SIZE CP VIRE SNOW SHALL CONFORM TO TINE UNITES STATES STEEL WIRE
6 • - 10 THE PARTICULAR PAVEMENT COSIP.MATION. SIDE
.
GAL= STAUB**. II A. LOS WALL /et BE LESS DIN NE SPACING OF
V
23-3/S 01A SCNC1
TNE auLNEAD SHALL Pt SUFFICIENNT TIMID TO PREVENT OECOR'uTION • THE LEWITUDI•L WIRES OR OARS.
NOUN CONCRETE IS PLACED me SHALL CONFIRM TO THE CROW Or THE FINISHED METAL EXPANSION CAPS WALL OE CLOSE FITTING AND SHALL CONTAIN •
PAVEMENT. TOE OAT Arm PLACING THE FIRST KM. NE RALF 0 TOE RAWER • SUITABLE STOP TO HOLD TIC 00 X TIC CAP TROY TIC END OF THE MI - ADJACENT SHEETS ON VATS SHALL X FASTENED TO
ANo DoNELs cuTSIDE TIC FIRST POW SMALL WE CAREFULLY REMOVED TO AVOW BAR MIK NE PLAGUE/41 OF THE CONCRETE SO THAT A SPACE OF WC INCH • EACH OTHER INC TO TINE DOAN OAR BMUS IN AT
IS PROVIDED FIN SUMAC. KOVEMENT OF NE BAR IN TX 11.41E. OTHER IIIMM LEAST Two PLACES IN EACH PAKKAT LANE.
MATURING WE FRESN CONCRETE. THE OPEN NO DC WE SLEEVE SHALL BE ...--.
PLUGGED IN THE SANE muNER AS REWIRED OR KW OATS. CMS MAY X SUBSTITUTED INNEN APPROVED ST THE ENGINEER. LOC I 71.0 Du JOINT
'Al AD I NO OVERHANG IX I 0.E l
..__l 1 um ...T 13. NIDENIK PROJECTS WERE DC PAVEMENT SINS
PRIOR TO PLACING COCRETE IN SECOO KW. THE POOLS TO DC TAO 111311131 PERMISSIBLE TOLERANCE IN 001EL BM ALIMENT SHALL BE EACH SIX , Is LESS DIN 1 FEET IN %DOW 1/2 • DNA GU= .. out n.
SECOND POLO SHALL X SCREWED INTO THE SLEEKS AK COATED ONLY 3/1G DCH IN THE LENGTH Of • DOKL IN EACH PLANE. HORIZONTAL MO LONGITUDINAL REINFORCIK OARS NAT OE wrawroi NOWT INN
IF THE JOINT IS AT AM EXISTING OR PROPOSED CONTRACTION OA EXPANSION VERTICAL. SuBSTITUTED FUN SONDARD REINENCENENT. PROvIDED
JOINT LOCATION. AFTER THE SOCK PON THE JOINT SHALL NE 'IMMO TX BARS ME SPACED ROT NONE THAN 12' CENTER TO
ACCORD:INC TO CuRRENT SPECIFICATIONS FOR COMACTIN JOINTS. PERMISSINE VARIATION IN STRAIGHTRESS FON ONO. BARS SHALL DE • CENTER. IPITH THE FIRST OAR NOT MORE THAN a•
mum., or 0.013 DCA IN THE LOAM Of NE NOEL. IRON NOES OF TIC NIDEKO WAS OARS SMALL BE
THIS OETAIL WALL OE USED ECM ALL TRANSVERSE CONSTRUCTION JOINTS LAPPED A AINIKIN OF 12-.
IN CONJUNCTION PITH PAVEMENT GAPPING NAN IT IS ANTICIPATED NAT TOLERANCE ON DONEL IBAR LENGTH SHALL SC PLUS OR MINUS 1/4 INCH.
TINE SECO* POW SILL X PLACED KIK THAN TAKE 131 OATS AFTER THE 00 10.
FIRST POS. MEN DC CONSTRUCTION MONO POND OF THE ',UNCUT EACH ASSEMBLY NULL BE MELD IN PLACE ON TOE SUSGRADE BY SIX
ELL CONrINuE WITHIN THREE 131 DATS• THE ND PIECE °COLS WILL STAXES AS SHORN.
NOT BE REOUIKD AND THE JOINT WILL BE FOALED AS • STANDARD MESH PAVEMENT REINFORCEMENT 11 FT. 12 FT. & 13 FT LANES WE,
CONSTRUCTION JOINT. DOWEL SORT SHALL WE 1 1/4 INCA MAKIN FORO. 9 Ale 10 INCH CONCRETE
PATENENT EXCEPT NAT 1 INCH **KIER DOWEL BASS OT OF WEISTITUTE0
10 4 INCH CONCRETE PAVEMENT.
N. T . S. PD-3
109
RES I CENT I AL ST
RESIDENTIAL ST r' OR GREATEN
VTe JOINTS SHALL DE PLACED IN LINE RESIDENTIAL ST
S
WITH ALL CONTRACTION APO EXPANSION
JOINTS IN TM EXISTING PPOEICNI 1- 1
ER OIT
PAVEICN
15'-6• is. -s• b =CU *. 32 3-
2 ..zEEL VA RAOIU5 .460 2
AICUT TIT S Is
MAX
MUIR
I a so If. ` I PM o olio .•
so II a MI II untiiiuii ISIIIRIMIFEW111191136111
1 . II I IIIII II (MISTING PANENENT
IIIIIII 0. imi V illEMIIIIM11111911•1111111N
, .f. MTN".
• SEAL WITH MOT-POURED
JOINT SEALANT
‘i 'L4
20'
NIX
20'
AM%
lianr P. , MAX
•od• >
13: 4.
2 ER IT
PAVEMENT
RESIDENTIAL ST NESIOENTIAL ST
TYPICAL CONCRETE REINFORCED PAVEMENT JOINT LAYOUT CONCRETE BASE COURSE WIDENING CONCRETE BASE COURSE CONSTRUCTION
FOOL COO
TYPICAL REINFORCED CONCRETE BASE COURSE JOINT LAYOUT
20' MIN I
OR TO MEC
Ex GRAVEL
30'
30' MAX LINE OR
- *",t
1101011 IA PLAIT.
§.
PROP AGGREGATE
12' MIN SHOULDER AS
3• MAX SS <- CALLED FOR
114 X I' a. • RCP ON PLANS
AGGREGA
RELIEF CUT • AS CALL 0
FOR ON PLANS 2
MID I=EMMEN 5V-3. MAX ig
PAVENENT 010 H AS CALM FOR ON P1.06
TRANSITION 1111. 1 0M 11 111 ITO FACE Or CURBI
HEADER 50'
-111
2MINFAEW
STANDARDPAVINGDETAILS (PD-4)
PAVEICNT TRANSITION REAMER
END OF RAOluS % .;
*.O., N SEAL WITH HOT-POuREO JOINT SEALANT
r411.7iicOW/
A
a PLACE WTO JOINTS IN THE PROPOSED
FILLER STRIP IN LOC WITH EXISTING
CITY OF TAY LOR
EX COO IF AGGREGATE OR BITUNIICuS STREET. E OR C JOINTS WITH MAXIMA SPACING 31' OR GREATER
PAVE NT TIC El JOINT SHALL BE OMITTED cr 20 FT. RESIDENTIAL ST
SAWED 00 Or PAVEmENT
I-- 1 IF AGGREGATE OR 011110110145 STREET
THE E JDINT SMALL Of CNITTE0
RESIDENTIAL ST
30 30 MAX Wet/
TYPICAL REINFORCED CONCRETE PAVEMENT JOINT LAYOUT OE M AP, '48.
UNLESS OTHERWISE UMW Cm PLANS OR DIRECTED BY THE ENGINEER. JOINT LOCATION APO SPACING SMALL BE AS FOLLOWS:
PLACE FILLER STRIP WHERE
CALLED FOX ON PLANS 15E1 maws
LOAGITLOINAL JOINTS
DETAIL ARON) FOR JOINTS/
ATM&
O LONGITUDINAL WAIMEA(' CENSTRUCTION JOINTS SHALL BE SHOW ON PLANS. NAM rudiscr.o POWS ON STREET RETURNS SHALL BE A MAXIMuN
012714 [r 10° unLESS OTHERRISE APPROVED BY TIAE ENGINEER. ,NERE EN [ONO 11111 BE
O LONGITUDINAL LAIC TIE JOINTS SMALL BE PLACED AS SNOW ON PLANS. _L RESURFACED OR M RESUnrACEO
BO • OPTIONAL ROT 0 JOINT.
IS TO BE WIDENED
TRAVERSE JOINTS
NOTIO N! TORE
C CONTRACTION JOINTS VIM SASEET ASSEIAILIES SHALL BE PLACED AT TIC LCGATICNS 544061 ON ENE PLANS MAO ELSEIMERE AT RESLMFACEOIRIUMFACED
NARliam INTERVALS Or 324ECT. OETREEN EXPANSION JOINTS NININUM DISTANCE BETVEEN APR LOAD TRANSFER JOINTS SHALL
BE It. IN ADDITICRI A 1/4- El. RELIEF an SMALL SE PACC HALF NAT ['ETRE°, EACH CINTRACTION JOINT WITH IMUMT ASSEHEAY.
NARIAJN SPACING FRO, RELIEF CUT TO CONTRACTION JOINT WITH OASRET IS. NININAN 12'. RELIEF CUTS SHALL BC SEALED
WITH HOT -P[NRED JOINT SEALANT.
JO micir
man C JOINTS SHALL OE PLACED
OPPOSITE ALL CONTRACTION
10'
AIN'T Or RESURFACING
E - EPPARSION JOINTS WIN LOAD TRANSFER SHALL BE PLACED AT SPRING POINTS. AT LOCATIONS SHORN ON THE PLANS AMP JOINTS IN NC EX PAVEMENT. WC. Fr.
AT LOCATIONS INDICATED AS FOLLOVSA AND AS NECESSARY SO SPACING INSTMOOM 0/2/12
2.1 v./ *MK NECESSARY TO RELIEVE HORIZONTAL PRESSURES AT SHARP VERTICAL DOVES. MORE DIRECTED BY TUE LACINEEA.
El EXPANSION JOINTS SHALL OE ALSO PLACED AT PC AV PT Or HORIZONTAL CURVES WERE Tot OECRIE Cr CuRNATuRE
WILL ICH EXCEED 30'
-2 IS 030' an r3RE. RESILIENT /AL ST
G.1 DURING TmE PERICO FROM SEPT. 15 TO APRIL IS. EXPANSIONNTS SHALL OE SPACED AT MAXIMA, INTERVALS OF 315'. L—PerTOLNTIA1. ST
IF APT PORTION CO A MULTIPLE LAME PAVEW.AT IS TO BE PLACED OETTIEEN SEPT. 15 AND APRIL 13, EXPANSION
JOINTS FOR ENTIRE VION OF PAVEmENT. SHALL BE SPACED AT
• NAXIMum INTERNALS Of 315'.
ss 41:241!.... PLACED IN CONCRETE SASE
Nt.-4LVEA": 0*4110* '."'
TYPICAL CONCRETE PAVEMENT WIDENING JOINT LAYOUT
PR PRESSURE RELIEF JOINTS SHALL OE PLACE,' AT LOCATIONS
SODEN ON PLANS.
PD- 4
110
o
ARC OR RESISTUCE TOLD DOWEL BARS EN •I
ALTDINATE SIDES WIN TOP SPACER WIRE
CSIDE SUTPORT WIRE AND JOINT SUPPORT
11 . -T• TOR 12. -0. 1.ANE (MI d
3 , e(TTPIIll
I 1 I TT',
omp,i.
zit _hil .R_, 3 .1-11'IN
" T..FILLER
'Etaail Weail fill& A
A IONE MINmii ramilorMiTiof
OARS .-
FIERO LOCATION OT STATE ITN) EXPANSION CAPS PLACED ON
ISTAJLE SHALL ENGAGE BOTTOM TREE DOS CT COOL WARS
LONCITUDINAL SPACER WIRE) 10.00E0 TO NIT IN FIELD) IS
PLAN VIEW EXPANSION BASKET ASSEMBLY PLAN VIEW CONTRACTION BASKET ASSEMBLY
NO 3 CADCE WIRE NUS TO ALTERNATE LOOPS
't 1 122 ..... TALTERNATE YLTI100 CC
JOINT SuPPORTING TILLER
.1`
SECTION A-A EXPANSION BASKET ASSEMBLY SIDE ELEVATION CONTRACTION BASKET ASSEMBLY
DOWEL BARS ARC OR RESISTANCE WELDED ;
ALTERNATELY AS SHORN (LENGTH DT ARC gc
MD STIANIN WITH 11ELD Co, EITNER
SPACER VIAL OR SIDE SUPPORT DINE, —
RESISTANCE
‘• WELD
[LIL2.. AO. 00 GAUGE TOP
LONGITUDINAL SPACER
JOINT F LL R 1 1 y L. OPTIONAL V
. .. . rrrE •IRE •• WIRE
3 IN FIELD/ SUPPORT APNEA 3,4*
I TO. 0 GAUGE SIDE
- SUPPORT WIRE
EXPANSICN e (.
ONE DOWEL RAIN
CAP 'SEE SIANAN7 ••• .. SUNGRAN DESISTANCE
NOTE) 601 , , SILO
ALTERNATE • RE I'-T . NIN TO. 0 GAmGE *OTT.
NO. 3 NUN JOINT I LOCI TUC IN. SPACER
FILLER SUPPORT WIRE SUPPORT AS SHOWN
V.,. ON SECTIp. A, WIRE
SIN
I SIN REVCO, ERE SHALL WE SHAPED
TO MAINTAIN OWL WAR IN PIEPER
WADETRIM
POSITIEN MD ALICAVIT ICE MOTEL
SECTION THROUGH CONTRACTION §
SECTION THROUGH EXPANSION
BASKET ASSEMBLY BASKET ASSEMBLY ENO viEw Vg
-a
It
',VENETO THICENESS LESS 2-1/E . FOR
!I
NEOPRENE JOINT SEALER OR PAVEMENT SPRING CLIP ON EAN BAR HEADER BOARD fr.
NICENESS LESS 1-1To. NEN OTHER X X X ig
THAN NEOPIREAC JOINT SEALER IS USEC
. s,....
o
11 SPACES
AC • ID'.. TT -0
.. '
fill' JII II
ARC 01 RESISTANCE STARE j
STANDA RD PAVINGDETAILS (PD-5)
11'-11 34 . FCC 12. -LO LANE WELD ROWEL WARS ON I TNT
v TOP SPACER WIRE
EXPANSION JOINT FILLER PLAN VIEW END OF POUR BASKET ASSEMBLY
CITY OF TA YLO R
1 In •
.i. • ONC1. BARS ARC OR RESISTANCE
da0 . ''' '‘):3 VELOE0 ALTERNATELY AS SHINN lo-1 Iti . TOR ExPANSIOM JOINT
TO' 'LEMON Or ARC WAD Rt. NIT' ,,
,,,-... PLACE CAPS ON NIS
„ RESISTANCE WITH WELD CPI EITHER SPACER ...,. DC CP DOWEL OAR
1' VELD T. ..,
" . It WIRE OR SIDE SUPPORT TIRE/
No. 0 GAM
.. TiCOMEMMISIMENCEO
1 ,,e ,e N73. i _.I.
No. 00 MCC . POIrrOAR 4011.... 31111k SPRI NG CUP Col •
EACH WAR
' FRONT SIDE COWLING
NOTE: NNE: LOCATION OF
A SINGLE WIRE NAY RE 115I0 SPRING CLIP SHALL MAINTAIN GNU WADER NINO SUBORADE
IN LIEU OF STAKE OXTAIL BAR IN ITS PROPER POSITION AND V-S. DIN
SNOW NOVIND A 00 GAUGE ALIGNECNT. CONDOM. NNW ARE I I
WIRE IS USED AND BENT APPROXIMATE AND TO BE USED ONLY
INTO A HOCK AT TOP Ere AS A CHIDE. OTHER CLIPS MAT BE
TO COCOON TO DETAIL. SUBSTITUTED WHEW APPROVED WY
TIC ENGINEER. 1011. OA. VP
WIRE STAKE DETAIL SPRING CL IP SECTION THROUGH END OF lairoovve WON ON
POUR BASKET ASSEMBLY
NO NO.
SKIT
DOWEL BAR ASSEMBLIES FOR LOAD TRANSFER AT TRANSVERSE JOINT
PD-5
111
2023 CONCRETE PANEL REPLACEMENT CONTRACT BID TAB
ALS Great Lakes
ESTIMATED Al's Asphalt ASPHALT Contracting GREAT LAKES GV Cement GV CEMENT Hartwell Cement HARTWELL Andia Concrete AUDIA
Description Unit ofMeasure QUANTMES Paving PAVING Solutions CONTRACTING Contracting Co CONTRACTING Company CEMENT COMPANY Const CONCRETE
Prevailing Wane Yes/No Yes No Yes Yes Yes
Pavt Repr. Rem. Modified SYD 10000 516.00 S160.000.00 $15.50 5155.000.00 $10.00 $100.000.00 $18.00 $180.000.00 S9.00 $90.000.00
Part Repr. Nonreinf Conc. 7 inch. with Integral Curb. Modified SYD 50 $67.00 S3.350.00 $68.00 $3400.00 S75.00 S3.750.00 $68.00 $3,400.00 $70.00 $3.500.00
Pavt Repr. Nonreinf Conc. flinch, with Integral Curb. Modified SYD 8250 S69.00 S569.250.00 S79.00 $651.750.00 $77.00 5635.250.00 S77.00 $635250.00 $72 50 $598.125.00
Pavt Rem. Nonreinf Conc. 9 inch, with Integral Curb. Modified SYD 500 S71.00 $35.500.00 $85.00 $42500.00 $79.00 $39.500.00 $90.00 545.000.00 575.00 $37.500.00
Pavt Repr. Nonreinf Conc. 7 inch. Modified SYD 50 $67.00 $3.350.00 $67.00 53.350.00 $75.00 $3250.00 $68.00 $3,400.00 $70.00 $3.500.00
Pavt Repr. Nonreinf Conc. 8 inch. Modified SYD 500 $69.00 534.500.00 $81.00 540.500.00 $77.00 $38.500.00 $77.00 538.500.00 $72.50 $36250.00
Part Repr. Nonreinf Cone. 9 inch. Modified SYD 500 $71.00 S35.500.00 $84.00 $42.000.00 $79.00 $39500.00 $90.00 545.000.00 $75.00 537,500.00
Part Repr. Nonreinf Cone. 10 inch. Modified SYD 50 S75.00 $3.750.00 $89.00 54.450.00 $131.00 $4.050.00 $100.00 55.000.00 585.00 $4.250.00
Pavt Repr. Nonreinf Conc. 11 inch. Modified SYD 50 $82.00 $4,100.00 $92.00 $4,600.00 583.00 $4.150.00 $110.00 S5.500.00 $90.00 $4.500.00
Pavt Repr. Nonreinf Conc. 12 inch. Modified SYD 50 $86.00 54.300.00 595.00 $4,750.00 585.00 $4.250.00 $125.00 $6,250.00 $95.00 $4.750.00
Lane Tie. Epoxy Coated Modified EACH 4250 528.00 $119.000.00 512.00 $51,000.00 S3.00 $12,750.00 $6.00 525.500.00 54 03 517.000.00
Subgrade Undercutting. Type II CYD 100 $38.00 $3.800.00 $60.00 $6.000.00 $35.00 $3,500.00 $10.00 51.000.00 529.00 $2.900.00
Curb. Rem LET 0 $0.00 $0.00 $25.00 $0.00 $15.00 S0.00 $10.00 $0.00 S60.00 $0.00
Curb and Guner, Rem LET SOO $10.00 $5,000.00 $25.00 512,500.00 $15.00 $7,500.00 $10.00 55.000.00 $20.00 $10,000.00
Curb. Conc. Del E4. Modified Ls-r 50 $29.00 $1.450.00 535.00 S1,750.00 540.00 $2,000.00 S30.00 S1.500.00 $40.00 $2,000.00
Curb and Gutter. Conc. Del CS. Modified LET 450 530.00 $13.500.00 540.00 $18.000.00 $40.00 $18,000.00 $30.00 $13.500.00 $25.00 $11250.00
Sidewalk. Rem SYD 1000 514.00 $14.000.00 S15.00 $15.000.00 $18.00 $18.000.00 $18.00 $18.000.00 $9.00 59.000.00
Sidewalk. Conc. 4 inch SET 6000 $7.50 $45,000.00 $8.50 $51.000.00 $10.00 $60.000.00 S7.00 S42.000.00 $9.00 S54.000.00
Sidewalk. Conc. 6 inch sm. 500 $8.50 $4.250.00 $9.50 $4,750.00 $12.00 $6.000.00 $9.00 $4,500.00 $10.00 $5.000.00
Sidewalk Ftamp. ADA. 4 inch SET 2000 $9.50 $19,000.00 $8.50 $17.000.00 $16.00 $32,000.00 $10.00 S20.000.00 $11.00 522.000.00
Sidewalk Ramp. ADA 6 inch SET 500 510.50 $5,250.00 5I0.50 $5250.00 $18.00 S9.000.00 $12.00 $6,000.00 $12.00 $6.000.00
Detectable Warning Surface L.Fr 200 $70.00 $14.000.00 $60.00 $12,000.00 $70.00 $14,000.00 $50.00 $10,000.00 $150.00 530.00000
Dr Structure Cover. Adi. Case L. Modified EACH 40 $600.00 $24.000.00 $550.00 522,000.00 $600.00 524.000.00 $250.00 $10.000.00 $500.00 $20.000.00
Dr Structure Cover. Modified EACH 5 $600.00 $3.000.00 S650.00 $3.250.00 $650.00 $3,250.00 $800.00 $4,000.00 $700.00 53.500.00
Dr Structure. Adi. Add Depth. Case I. Modified vsT 5 $600.00 $3,000.00 $250.00 S1.250.00 $600.00 $3.000.00 S250.00 $1250.00 $180.00 S900.00
Water Shutoff. Adi. Case I. Modified EACH 2 $400.00 $800.00 $750.00 $1,500.00 $500.00 $1,000.00 $300.00 $600.00 $300.00 $600.00
Dr Structure Cover. Adi, Case 1. Modified, Utility EACH 5 $600.00 53.000.00 $950.00 $4,750.00 $650.00 $3250.00 $300.00 $1,500.00 $700.00 S3.500.00
Dr Structure. 24 Inch Dia EACH 2 $1.800.00 $3,600.00 $2,650.00 $5300.00 $1.900.00 $3.800.00 $2.500.00 $5.000.00 $3.500.00 57.000.00
Dr Structure. 48 Inch Dia EACH 2 $2,500.00 $5,000.00 S3.250.00 S6.500.00 $2.600.00 $5.200.00 $5,000.00 S10.000.00 34.000.00 S0000.00
Dr Structure. 60 Inch Dia EACH 0 $0.00 $0.00 $4.800.00 $0.00 $3,500.00 S0.00 $7.500.00 $0.00 $6.000.00 $0.00
Dr Structure. 72 Inch Dia EACH 0 $0.00 $0.00 58.500.00 S0.00 S5.000.00 S0.00 $10.000.00 $0.00 $7.000.00 $0.00
Dr Structure. Adi. Add Depth of 24 Inch Dia, 8 Foot to 15 Foot VET 1 $150.00 5150.00 $250.00 $250.00 $700.00 $700.00 $350.00 5350.00 520000 $200.00
Dr Structure. Adi. Add Depth of 48 Inch Dia, 8 Foot to 15 Foot NrsT I $200.00 5200.00 $350.00 $350.00 $750.00 $750.00 $500.00 $500.00 $200.00 $200.00
Dr Structure. Adi. Add Depth of 60 Inch Dia. 8 Foot to 15 Foot VET o so.00 $0.00 S550.00 $0.00 S850.00 $0.00 S650.00 $0.00 $1.000.00 $0.00
Dr Structure, Adi. Add Depth of 72 Inch Dia. 8 Foot to 15 Foot Vsir o $0.00 S0.00 $650.00 $0.00 S900.00 $0.00 $800.00 $0.00 SI.500.00 50.00
Dr Structure. Rem EACH 4 5600.00 $2,400.00 $1,100.00 $4.400.00 $800.00 S3.200.00 52.500.00 $10.000.00 $900.00 s3.600.00
12" Storm Drain Pipe 1..FT 35 $90.00 $3,150.00 S115.00 $4.025.00 $85.00 $2,975.00 $125.00 $4,375.00 $180.00 S6.300.00
Dr Structure Cleaning. Modified EACH 5 5300.00 S1.500.00 $350.00 $1,750.00 $500.00 S2.500.00 $1,000.00 $5,000.00 $900.00 $4,500.00
Dr Structure Lead. Cleaning. Modified LOT 5 $45.00 $225.00 $15.00 S75.00 S600.00 53.000.00 $1.000.00 $5.000.00 $150.00 $750.00
Topsoil Surface. Furn. 4 inch. Modified SYD 2000 59.00 $18,000.00 $15.00 $30.000.00 S9.00 S18.000.00 55.00 $10,000.00 50.00 $16.000.00
Topsoil Surface. Fum. 6 inch. Modified SYD 50 SI0.00 S500.00 $18.00 $900.00 $11.00 $550.00 $7.00 S350.00 $9.00 $450.00
ADA Ramp Restoration SYD 50 $15.00 $750.00 S20.00 $1,000.00 S12.00 $600.00 S75.00 $3.750.00 $10.00 $500.00
Pavt Repr, 2.5 Foot. Re. Special SYD 50 $45.00 $2250.00 S28.00 $1,400.00 S15.00 5750.00 SI 00.00 $5,000.00 SI20.00 $6.000.00
Pavt Rear. 2.5 Foot. Nonreinf. 8 Inch. Special SYD 50 580.00 54,000.00 $75.00 $3,750.00 585.00 54250.00 5100.00 $5.000.00 $140.00 57.000.00
Joint Tied 2.5 Foot Special LOT 25 $20.00 S500.00 524.00 $600.00 512.00 5300.00 550.00 51,250.00 $50.00 $1250.00
S1.173.875.00 $1,239.600.00 $1,136,525.00 1.1 2 . . . .
$1,136,525.00
3) Al's As 'halt Pavin Com.= (Local Vendor 3%) EllE=1
EMMIZIEMINITE I $1.197225.00
5) Great Lakes Contracting $1,239,600.00
112
TIMOTHY WOOLLEY
Mayor City of Taylor CITY COUNCIL
DOUGLAS A. GEISS
'NTHIA A. BOWER Chairman
—ay Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Tein
Treasurer
Council Members
TINA DANIELS
CHARLEY JOHNSON
23555 GODDARD ROAD LINDSEY ROSE
ANGIE WINTON
Taylor, MI 48180
PHONE: (734) 287-6550
www.cityoftaylor.com
July 1, 2024
The City of Taylor's Concrete Pavement Repair Contractor is Audia Concrete Construction, Inc.
The concrete panel replacement improvements are scheduled to begin in the summer of 2024, and progress
throughout the City of Taylor. Please note that all construction work is always dependent on the weather.
Pavement Replacement Process:
All concrete replacement will be performed in a half-width method. Only one side of the road will be closed at
any time to attempt to maintain residential traffic and emergency vehicle access. Typically, each repair location
will require +/- 10 Days from start to completion. The +/- 10 Day process would start again if there was an
adjacent concrete panel that was also included in a repair location.
• +/- 2 Days for pavement removal, preparing location for new concrete, and road base conditioning if
deemed required
• +/- 1 Day for new concrete placement and installing concrete curing compound
• +/- 7 Days for new concrete to cure to a minimum concrete strength to support vehicle loads
Please note that scheduled trash, recycle, and yard waste pick-ups will not be affected by the pavement
improvements. However, the pick-ups may be completed earlier in the morning during construction in an effort to
expedite the pavement replacement process. All residents should place their bins near the curb line on their
schedule pick up day prior to 7:00am. Residents are also encouraged to label their trash/recycle bins with their
corresponding address to avoid their bins accidentally being misplaced.
Mail services will not be affected by the pavement replacement improvements.
Please note that the pavement replacement improvement is a short term inconvenience to all City of Taylor
residents and visitors, but is a necessary inconvenience in order to improve our public streets for everyone's use.
The main contact for all questions regarding the Concrete Panel Replacement work is Mario Audia
(248.676.9570).
Sincerely,
Christopher Gibbs, M.B.A., P.E.
City of Taylor, City Engineer
113
se
TIMOTHY WOOLLEY
Mayor City of Taylor CITY COUNCIL
DOUGLAS A. GEISS
!NTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro- Temn
Treasurer
Council Members
TINA DANIELS
CHARLEY JOHNSON
23555 GODDARD ROAD LINDSEY ROSE
ANGIE WINTON
Taylor, MI 48180
PHONE: (734) 287-6550
www.cityoftaylor.com
July 1,2024
Mrs. Ronetta Audia
Audia Concrete Construction, Inc.
2985 Childs Lake Road
Milford, MI 48381
RE: 2023 Concrete Panel Replacement Contract (Extended 2024)
Dear Mrs. Audia:
Please complete the contract books for the above referenced contract to my attention at the City of
Taylor Department of Public Works Building once completed. A requirement listed in the contract
books is for your company to provide a performance bond equal to the approved contract amounts
authorized by the Administration/City Council.
Please provide a Performance Bond in the amount of $1,165,000 (Local Road Concrete $1,065,000 and
Local Road CRM Concrete $100,000) for the above referenced contract.
Please contact me with any questions or comments you may have regarding this project.
Sincerely,
CA/'
Christopher Gibbs, M.B.A, P.E.
City of Taylor, City Engineer
(734-374-1473) Telephone
59 114
TIMOTHY WOOLLEY CITY COUNCIL
Mayor City of Taylor DOUGLAS A. GEISS
CYNTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Tern
Treasurer
Council Members
TINA DANIELS
23555 GODDARD ROAD CHARLEY JOHNSON
Taylor, MI 48180 LINDSEY ROSE
ANGIE WINTON
PHONE: (734) 287-6550
www.cityoftaylor.com
MINUTES
The regular meeting of the Taylor City Council was held on Tuesday, March 5, 2024 at 6:30 p.m. in the
Taylor Municipal Building at 23555 Goddard Road, Taylor, Michigan. Council Chairman Douglas A.
Geiss called the meeting to order.
Present: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose, Tina
Daniels
Also Present: Mayor Woolley, Clerk Cindy Bower, Corporation Counsel Randy Pentiuk, Council
Secretary Tiarra Swain
Excused: Treasurer Michelle Tocco
Motion By: Jill Brandana Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the Agenda.
Unanimously carried
CCR #: 3.95-24
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the acceptance of the minutes of the meeting held February 20, 2024 and
dispense with oral reading.
Unanimously carried
CCR #: 3.96-24
Page: 1
115
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To receive and file invoice from Universal Laundry Machinery, current vendor, for a new
gas dryer for DPW, in an amount not to exceed $7,989. Funded through various Capital
Outlay accounts.
Unanimously carried
CCR #: 3.97-24
Motion By: Charley Johnson Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Smiley Tire Company, sole source, lowest qualified bidder, for tire purchases
in an amount not to exceed $2,692. Funded through General Fund-Fire Department,
Repairs and Maintenance.
Unanimously carried
CCR #: 3.98-24
Motion By: Jill Brandana Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Metro Airport Truck, sole source, lowest qualified bidder, for repairs to
Engine 3 in an amount not to exceed $5,074. Funded through General Fund-Fire
Department-Repairs and Maintenance Account.
Unanimously carried
CCR #: 3.99-24
Motion By: Angie Winton Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Stryker Sales, Llc to provide annual procare services and a four (4) year
preventative maintenance service agreement on various Fire Department equipment, for an
amount not to exceed $29,190. Funded through General Fund-Fire Department,
Contractual Account.
Unanimously carried
CCR #: 3.100-24
Page: 2
116
Motion By: Jill Brandana Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Korte's Collision, Llc, low bid, to make repairs to a 2017 Ford Explorer
Police vehicle #TAC-4, for an amount not to exceed $2,757. Funded through General
Fund Police Repair and Maintenance.
Unanimously carried
CCR #: 3.101-24
Motion By: Lindsey Rose Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve the Taylor Police Patrol Rifle Purchase Program for an amount not to exceed
$123,400, to be reimbursed by each officer through payroll deduction, funded through
General Fund Police Receipts-Rifle Program.
Unanimously carried
CCR #: 3.102-24
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve 2023 Concrete Panel Replacement Contract Extension for one (1) year to Audia
Concrete Construction, Inc., current vendor, for work to be completed in the 2024-2025
Fiscal Year, in an amount not to exceed $1,165,000, funded through Local Street Fund.
Unanimously carried
CCR #: 3.103-24
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve proposal from WSP, current vendor, to perform the Design portion of the
culvert replacement project for an amount not to exceed $54,750. Funded through Local
Street Fund Administration-Engineers.
Unanimously carried
CCR #: 3.104-24
Motion By: Angie Winton Supported By: Lindsey Rose
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Spring 2024 golf course rates for Lake of Taylor and Taylor Meadows Golf
Courses.
Unanimously carried
CCR #: 3.105-24
Page: 3
117
Motion By: Angie Winton Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve Leonard's Syrups, preferred vendor, to provide and install new draft beer
equipment for an amount not to exceed $6,693. Funded through Lakes of Taylor Golf
Course Fund.
Unanimously carried
CCR #: 3.106-24
Motion By: Angie Winton Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve DACentral, emergency purchase, for Genetec License Renewal, in an amount
not to exceed $13,466. Funded through General Fund IT Contractual Services.
Unanimously carried
CCR #: 3.107-24
Motion By: Angie Winton Supported By: Tina Daniels
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve going into a closed door session at 6:58 p.m. to discuss Risk Management
Claim QL-1041.
Roll Call Vote
Unanimously carried
CCR #: 3.108-24
Reconvened at 7:15 p.m.
Motion By: Jill Brandana Supported By: Charley Johnson
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve settlement of claim QL-1041, as recommended by Risk Management.
Unanimously carried
CCR 3.109-24
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss
Nays: Lindsey Rose, Tina Daniels, Jill Brandana
Resolved: To nominate and appoint Nick Dmitruchina to fill the vacant position on the Taylor City
Council, per section 4.5 of the Taylor City Charter.
Roll Call Vote
3 - 3 Motion failed
CCR #: 3.110-24
Page: 4
118
Motion By: Charley Johnson Supported By: Angie Winton
Ayes: Charley Johnson, Angie Winton, Douglas Geiss
Nays: Lindsey Rose, Tina Daniels, Jill Brandana
Resolved: To nominate and appoint Ronald Thiede to fill the vacant position on the Taylor City
Council, per section 4.5 of the Taylor City Charter.
3 — 3 Motion failed
CCR #: 3.111-24
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Chalrey Johnson, Angie Winton. Douglas Geiss Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve setting the public hearing for the Fiscal Year 2024/25 City budget for April
16, 2024. The hearing will include the proposed property tax millage rate to be levied to
support the budget.
Unanimously carried
CCR #: 3.112-24
Motion By: Angie Winton Supported By: Jill Brandana
Ayes: Charley Johnson, Angie Winton, Douglas Geiss, Jill Brandana, Lindsey Rose,
Tina Daniels
Nays: None
Resolved: To approve adjournment at 8:03 p.m.
Unanimously carried
CCR #: 3.113-24
Douglas A. Geiss, Chairman Cynthia A. Bower, City Clerk
Page: 5
119
City of Taylor
Department of Public Works
Phone: (734) 374-1373 Fax: (734) 946-0010
111111r-- I 111
III I 11:1 a. I '
- —
AGENDA NO.
RESOLUTION NO.
TO: COUNCIL CHAIRPERSON, CITY COUNCIL
FOR: COUNCIL AGENDA — DATE: March 5, 2024
SUBJECT: 2023 Concrete Panel Replacement Contract Extension One (1) Year
REQUISITIONING DEPT: DEPARTMENT OF PUBLIC WORKS
NAME: Ralph Richard, DPW Director Phone Number. 374-1427
NAME: Christopher Gibbs, City Engineer Phone Number. 374-1473
ACTION REQUESTED: Motion to approve the 2023 Concrete Panel Replacement Contract Extension One
(1) Year to current vendor (Audia Concrete Construction, Inc.) for work to be completed in the 2024-2025
Fiscal Year. Funded through Local Street Fund
BUDGET ACCOUNT NUMBERS: 203.460.934.181.000.000
BUDGET ACCOUNT NUMBERS: 203.460.934.194.000.000
BUDGET ACCOUNT TITLE: Local Street Fund (Local Road Preservation) Concrete
BUDGET ACCOUNT TITLE: Local Street Fund (Local Road Preservation) CRM Concrete
AMOUNT CURRENTLY BUDGETED. Fiscal Year 2024-2025 ($TBD)
AMOUNT CURRENTLY BUDGETED. Fiscal Year 2024-2025 ($TBD)
AMOUNT UNENCUMBERED AS OF: N/A
AMOUNT UNENCUMBERED AS OF: N/A
SUPPORTING & REFERENCE DATA: 2023 Concrete Panel Replacement Contract Extension
Remarks: Attached is the unit price contract for the 2023 Concrete Panel Replacement Contract awarded to
Audia Concrete Construction, Inc. in 2023, and a letter from the vendor agreeing to hold their 2023 Unit
Prices for the extension. The contract was posted and competitively bid on Bidnet Direct in the spring of
2023, officially awarded to the lowest qualified bidder (Audia Concrete Construction, Inc.), and approved by
City Council on June 20, 2023. The proposed agenda item is to exercise a one (1) year extension to this
contract to complete concrete panel replacement work in the City of Taylor within the limits approved by City
Council in the 2024-2025 fiscal budget. The financial limits of the work performed after July 1, 2024 will be
confined to the budget limits approved by the Administration and City Council in May of 2024.
Reviewed By:
120
ID-re Ir., rvf C4, -kff Rilownr Tim Wilt-Maw
P.O. Box 72
AUDIA CONCRETE CONSTRUCTION, INC. Milford, MI 48381
Phone: 248-676-9570
Fax: 248-676-9520
February 23, 2024
Chris Gibbs, MBA, PE
City Engineer
Taylor DPW Office
25605 Northline Rd
Taylor, MI 48180
RE: 2023-2024 Concrete Panel Replacement Program
Dear Chris,
Following our phone conversation, we feel the 2023 Concrete Panel Replacement Program went
smoothly. We will hold 2023-unit pricing for this season.
We thank you for your consideration and look forward to a long-lasting working relationship with the
City of Taylor.
Sincerely,
44/v
Mario Audia
VP Audia Concrete Construction, Inc.
121
TIMOTHY WOOLLEY
Mayor City of Taylor CITY COUNCIL
DOUGLAS A. GEISS
CYNTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Tem
Treasurer
Council Members
TINA DANIELS
CHARLEY JOHNSON
23555 GODDARD ROAD LINDSEY ROSE
ANGIE WINTON
Taylor, MI 48180
PHONE: (734) 287-6550
www.cityoftaylor.com
July 8, 2024
The City of Taylor's Concrete Pavement Repair Contractor is Audia Concrete Construction, Inc.
The concrete panel replacement improvements are scheduled to begin in the summer of 2024, and progress
throughout the City of Taylor. Please note that all construction work is always dependent on the weather.
Pavement Replacement Process:
All concrete replacement will be performed in a half-width method. Only one side of the road will be closed at
any time to attempt to maintain residential traffic and emergency vehicle access. Typically, each repair location
will require +/- 10 Days from start to completion. The +/- 10 Day process would stait again if there was an
adjacent concrete panel that was also included in a repair location.
• +/- 2 Days for pavement removal, preparing location for new concrete, and road base conditioning if
deemed required
• +/- 1 Day for new concrete placement and installing concrete curing compound
• +/- 7 Days for new concrete to cure to a minimum concrete strength to support vehicle loads
Please note that scheduled trash, recycle, and yard waste pick-ups will not be affected by the pavement
improvements. However, the pick-ups may be completed earlier in the morning during construction in an effort to
expedite the pavement replacement process. All residents should place their bins near the curb line on their
schedule pick up day prior to 7:00am. Residents are also encouraged to label their trash/recycle bins with their
corresponding address to avoid their bins accidentally being misplaced.
Mail services will not be affected by the pavement replacement improvements.
Please note that the pavement replacement improvement is a short term inconvenience to all City of Taylor
residents and visitors, but is a necessary inconvenience in order to improve our public streets for everyone's use.
The main contact for all questions regarding the Concrete Panel Replacement work is Audia Concrete
Construction, Mr. Mario Audia (248.676.9570).
Christopher Gibbs, M.B.A., P.E.
City of Taylor, City Engineer
122
TIMOTHY WOOLLEY
Mayor City of Taylor CITY COUNCIL
DOUGLAS A. GEISS
CYNTHIA A. BOWER Chairman
City Clerk
JILL BRANDANA
MICHELLE TOCCO Chairwoman Pro-Ten,
Treasurer
Council Members
TINA DANIELS
CHARLEY JOHNSON
23555 GODDARD ROAD LINDSEY ROSE
ANGIE WINTON
Taylor, MI 48180
PHONE: (734) 287-6550
www.citvoftavlor.com
July 1, 2024
Mrs. Ronetta Audia
Audia Concrete Construction, Inc.
2985 Childs Lake Road
Milford, MI 48381
RE: 2023 Concrete Panel Replacement Contract (Extended 2024)
Dear Mrs. Audia:
Please complete the contract books for the above referenced contract to my attention at the City of
Taylor Department of Public Works Building once completed. A requirement listed in the contract
books is for your company to provide a performance bond equal to the approved contract amounts
authorized by the Administration/City Council.
Please provide a Performance Bond in the amount of $1,165,000 (Local Road Concrete $1,065,000 and
Local Road CRM Concrete $100,000) for the above referenced contract.
Please contact me with any questions or comments you may have regarding this project.
Sincerely,
CA/'
Christopher Gibbs, M.B.A, P.E.
City of Taylor, City Engineer
(734-374-1473) Telephone
123
SAIA Document A3121m - 2010
Performance Bond Bond No 108043695
CONTRACTOR: SURETY:
(Name, legal status and address) (Name, legal status and principal place
Audia Concrete Construction, Inc. of business)
PO Box 72 Travelers Casualty and Surety Company of America
This document has Important legal
Milford, MI 48381 1441 W Long Lake Rd, Suite 300
consequences. Consultation with
Troy, MI 48098 an attorney Is encouraged with
OWNER: respect to Its completion or
(Name, legal status and address) modification
City of Taylor Any singular reference to
23555 Goddard Road Contractor, Surety, Owner or
Taylor, MI 48180 other party shall be considered
plural where applicable,
CONSTRUCTION CONTRACT
AIA Document A312-2010
Date: 7/1/2024
combines two separate bonds, a
Performance Bond and a
Amount:One Million One Hundred Sixty-five Thousand And
No/100--($1,165,000.00) Payment Bond, into one form.
ThIsis not a single combined
Description: Performance and Payment Bond.
(Name and location)
2023 Concrete Panel Replacement Contract (Extended 2024)
BOND
Date: 7/23/2024
(Not earlier than Construction Contract Date)
Amount: One Million One Hundred Sixty-five Thousand And No/100--($1,165,000.00)
Modifications to this Bond: EC None In See Section 16
CONTRACTOR AS PRINCIPAL SURETY
Company: j7 (Co orate Seal) Company: (Corporate Seal)
Audia Concrete nstr tion, Inc. Travelers Cas Wand Sae_ Company of America
Signature: Sign
Name M4tto0 , oaotName Susan L Small, Attorney-in-Fact
and Title: .? and Title:
(Any additional signattwes appear on the last page of this Performance Bond.)
(FOR INFORMATION ONLY— Name, address and telephone)
AGENT or BROKER:. OWNER'S REPRESENTATIVE:
(Architect, Engineer or other party:)
VTC Insurance Group
37000 Grand Ryer Ave, SJite 150
Farmington Hills, MI 48335
(248)471-0970
AIA Document A312TM —2010. The American Institute or Architects.
Init.
1
124
§1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors
and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference.
§ 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under
this Bond, except when applicable to participate in a conference as provided in Section 3.
§ 3 Irthere is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise
after
.1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring
a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among
the Owner, Contractor and Surety to discuss the Contractor's performance. If the Owner does not
request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice,
request such a conference. If the Surety timely requests a conference, the Owner shall attend, Unless
the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten
(10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the
Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract,
but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor
Default;
.2 the Owner declares a Contactor Default, terminates the Construction Contract and notifies the Surety;
and
.3 the Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the
Construction Contract to the Surety or to a contractor selected to perform the Construction Contract..
§ 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure
to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to
the extent the Surety demonstrates actual prejudice.
§ 5 When the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense
talce one of the following actions:
§ 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract;
§ 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent
contractors;
§ 5,3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for
performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the
Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds
executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the
amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as
a result of the Contractor Default; or
§ 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable
promptness under the circumstances:
.1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as
practicable after the amount is determined, make payment to the Owner; or
.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial..
§ 6 If the Surety does not proceed as provided in Section 5 with reasonable promptness, the Surety shall be deemed to
be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety
demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any
remedy available to the Owner. lithe Surety proceeds as provided in Section 5.4, and the Owner refuses the payment
or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any
remedy available to the Owner.
AIA Document A312TM —2010. The American institute ot Architects.
Init.
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125
§ 7 If the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the Owner shall not
be greater than those of the Contractor under the Construction Contact, and the responsibilities of the Owner to the
Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the
Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication, for
.1 the responsibilities of the Contractor for correction of defective work and completion of the
Construction Contract;
.2 additional legal, design professional and delay costs resulting from the Contractor's Default, and
resulting from the actions or failure to act of the Surety under Section 5; and
.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual
damages caused by delayed performance or non-performance of the Contractor.
§ 8 If the Surety elects to act under Section 5.1, 53 or 5.4, the Surety's liability is limited to the amount of this Bond.
§ 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the
Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such
unrelated obligations, No right of action shall accrue on this Bond to any person or entity other than the Owner or its
heirs, executors, administrators, successors and assigns.
§ 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to
related subcontracts, purchase orders and other obligations.
§ 11 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in
the location in which the work or part of the work is located and shall be instituted within two years after a declaration
of Contractor Default or within two years after the Contractor ceased worIcing or within two years after the Surety
refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph
are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of
the suit shall be applicable.
§ 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page
on which their signature appears.
§ 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where
the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement
shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be
deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and
not as a common law bond.
§ 14 Definitions
§ 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction
Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received
or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is
entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction
Contract.
§ 14.2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page,
including all Contract Documents and changes made to the agreement and the Contract Documents,
§ 14.3 Contractor Defatilt. Failure of the Contractor, which has not been remedied or vvaived, to perform or otherwise to
comply with a material term of the Construction Contract.
§ 14.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required
under the Construction Contract or to perform and complete or comply with the other material terms of the
Construction Contract.
§ 14.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor.
§ 15 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond
shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor.
AtA Document A312T" — 2010. The American Institute of Architects.
init.
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126
§ 16 Modifications to this bond are as follows:
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page)
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Corporate Seal)
Signature: Signature:
Name and Title: Name and Title:
Address Address
CAUTION: You should sign an original MA Contract Document, on which this text appears in RED. An original assures that
changes will not be obscured.
AIA Document A312' —2010. The American Institute or Architects.
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127
sarkIA Document A3121m - 2010
Payment Bond Bond No 108043695
CONTRACTOR; SURETY:
(Name, legal status and address) (Name, legal status and principal place
Audia Concrete Construction, Inc. of business)
PO Box 72 Travelers Casualty and Surety Company of America
This aocument has Important legal
Milford, MI 48381 1441 W Long Lake Rd, Suite 300
consequences. Consultation with
Troy, MI 48098 an attorney Is encouraged with
OWNER: respect to its completion or
(Name, legal status and address) modification.
City of Taylor Any singular reference to
23555 Goddard Road Contractor, Surety, Owner or
Taylor, MI 48180 other party shall be considered
plural where applicable.
CONSTRUCTION CONTRACT
Date: 7/1/2024 AIA Document A312-2010
combines two separate bonds, a
Performance Bond and a
Amount: One Million One Hundred Sixty-five Thousand And
No/100--($1,165,000.00) Payment Bond, Into one form.
This is not a single combined
Description:
Performance and Payment Bond.
(Name and location)
2023 Concrete Panel Replacement Contract (Extended 2024)
BOND
Date: 7/23/2024
(Not earlier than Construction Contract Date)
Amount:One Million One Hundred Sixty-five Thousand And No/100--($1,165,000.00)
Modifications to this Bond: 0 None I54 See Section 18
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Comporate Seal)
Audia Concrete Construction, Inc. Travelers Casualty-a ure \Company of America
Signature: Sign e:
Name Name Susan L Small, Attorney-in-Fact
and Title: and Title:
(Any additional signatures appear on the last page of this Payment Bond)
(FOR INFORMATION ONLY —Name, address and telephone)
AGENT or BROKER: OWNER'S REPRESENTATIVE:
VTC Insurance Group (Architect, Engineer or other party)
37000 Grand Fiver Ave, ailte 150
Farmington Hills, MI 48335
(248)471-0970
AIA Document A312'1' —2010. The American Institute of Architects.
Init.
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128
§ 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors
and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the
Construction Contract, which is incorporated herein by reference, subject to the following terms.
§ 2 If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds
harmless the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials
or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor
shall have no obligation under this Bond.
§ 3 If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond
shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Section 13)
of claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment
for labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered
defense of such claims, demands, liens or suits to the Contractor and the Surety.
§ 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense
defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, lien or suit.
§ 5 The Surety's obligations to a Claimant under this Bond shall arise after the following:
§ 5.1 Claimants, who do not have a direct contract with the Contractor,
.1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the
amount claimed and the name of the party to whom the materials were, or equipment was, furnished or
supplied or for whom the labor was done or performed, within ninety (90) days after having last
performed labor or last furnished materials or equipment included in the Claim; and
.2 have sent a Claim to the Surety (at the address described in Section 13).
§ 5.2 Claimants, who are employed by or have a direct contract with the Contractor, have sent a Claim to the Surety (at
the address described in Section 13).
§ 6 If a notice of non-payment required by Section 5.1.1 is given by the Owner to the Contractor, that is sufficient to
satisfy a Claimant's obligation to furnish a written notice of non-payment under Section 5.1.1.
§ 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall
promptly and at the Surety's expense take the following actions:
§ 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim,
stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and
§ 7.2 Pay or arrange for payment of any undisputed amounts.
§ 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to
constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed
amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its
obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's
fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant.
§ 8 The Surety's total Obligation shall not exceed the amount of this Bond, phis the amount of reasonable attorney's
fees provided under Section 7.3, and the amount of this Bond shall be credited for any payments made in good faith
by the Surety.
§ 9 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance
of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the
Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the
performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this
Bond, subject to the Owner's priority to use the funds for the completion of the work,
AlA Document A312", — 2010. The American Institute of Architects.
Init.
129
§ 10 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are
unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any
Claimant under this Bond, and shall have under this Bond no obligation to make payments to, or give notice on behalf
of, Claimants or otherwise have any obligations to Claimants under this Bond.
§ 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to
related subcontracts, purchase orders and other obligations.
§ 12 No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent
jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the
expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to
Section 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or
equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs, If the
provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a
defense in the jurisdiction of the suit shall be applicable,
§ 13 Notice and Claims to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown
on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be
sufficient compliance as of the date received.
§ 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where
the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement
shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be
deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and
not as a common law bond.
§ 15 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and
Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made.
§ 16 Definitions
16.1 Claim. A written statement by the Claimant including at a minimum:.
.1 the name of the Claimant;
.2 the name of the person for whom the labor was done, or materials or equipment furnished;
.3 a copy of the agreement or purchase order pursuant to which labor, materials or equipment was
furnished for use in the performance of the Construction Contract;
.4 a brief description of the labor, materials or equipment firnished;
.5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in
the performance of the Construction Contract;
.6 the total amount earned by the Claimant for labor, materials or equipment furnished as of the date of
the Claim;
.7 the total amount of previous payments received by the Claimant; and
.8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the
date of the Claim.
§ 16.2 Claimant. An individual or entity having a direct contract with the Contractor or with a subcontractor of the
Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract. The term
Claimant also, includes any individual or entity that has rightfully asserted. a claim under an appliCable mechanic's lien
or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to
include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil,
gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering
services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other
items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were
furnished.
§ 16.3 Construction Contract. The agreement between the Owner and Contractor identified on the cover page,
including all Contract Documents and all changes made to the agreement and the Contract Documents.
AIA Document A312 —2010. The American Institute of Architects.
Init.
7
130
§ 16.4 Owner Default. Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required
under the Construction Contract or to perform and complete or comply with the other material terms of the
Construction Contract.
§ 16.5 Contract Documents. All the documents that comprise the agreement between the Owner and Contractor..
§ 17 If this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond
shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor.
§ 18 Modifications to this bond are as follows:
This bond is given in compliance with and subject to all of the provisions of Michigan Public Act No. 213 of the
Public Acts of 1963, as amended. All time limitations, notice requirements and definitions and other terms of
said Act are applicable here and in executing this Bond, Surety does not waive any of such provisions.
(Space is provided below for additional signatures of added parties, other than those appearing on the cover page)
CONTRACTOR AS PRINCIPAL SURETY
Company: (Corporate Seal) Company: (Corporate Seal)
Signature: Signature:
Name and Title: Name and Title:
Address Address
CAUTION: You should sign an original AIA Contract Document, on which this text appears In RED. An original assures that
changes will not be obscured.
AIA Document A312Tu —2010. The American Institute of Architects.
Init.
8
131
Travelers Casualty and Surety Company of America
At772, Travelers Casualty and Surety Company
TRAVELERS J St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and
St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein
collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Susan L. Small of
FARMINGTON HILLS , Michigan , their true and lawful Attorney(s)-In-Fact to sign, execute, seal and
acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of
the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or
guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April,
2021.
State of Connecticut
By:
City of Hartford ss. Robert L. Rane , enior Vice President
On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior
Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the
purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer.
0
407/8*
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
1 tiO WY \
My Commission expires the 30th day of June, 2026 * .3+,' 1
1.
PIJOLta i
Anna P. Nowik, Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of
the Companies, which resolutions are now in full force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice
President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint
Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority
may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings
obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may
remove any such appointee and revoke the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or
any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided
that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance,
or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive
Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the
Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary;
or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her
certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President,
any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to
any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-
Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of
Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed
and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or
understanding to which it is attached.
I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a
true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect.
Dated this 23rd day of July , 2024 ,
7474.,
Kevin E. Hughes, Assistant Secretary
To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880.
Please refer to the above-named Attorney(s)-in-Fact and the details of the bond to which this Power of Attorney Is attached,
132
MONROE BOULEVARD PAVEMENT REHABILITATION (APRONS)
PAVEMENT ESTIMATES
ITEM # CONTRACT BID ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL
C1 CONCRETE 2023 PAVEMENT REMOVAL SYD 0.0 $9.00 $0.00
PAVEMENT PLAIN
(8-INCH) WITH
C2 CONCRETE 2023 INTEGRAL CURB SYD 0.0 $72.50 $0.00
LANE TIES EPOXY
C3 CONCRETE 2023 COATED EACH 0.0 $4.00 $0.00
SUBGRADE
C4 CONCRETE 2023 UNDERCUTTING, TYPE II CYD 0.0 $29.00 $0.00
C5 CONCRETE 2023 SIDEWALK REMOVAL SYD 3000.0 $9.00 $27,000.00
CONCRETE SIDEWALK
C6 CONCRETE 2023 (4-INCH) SFT 27000.0 $9.00 $243,000.00
CONCRETE SIDEWALK
C7 CONCRETE 2023 (6-INCH) SFT 0.0 $10.00 $0.00
CONCRETE SIDEWALK
C8 CONCRETE 2023 RAMP ADA (4-INCH) SFT 0.0 $11.00 $0.00
CONCRETE SIDEWALK
C9 CONCRETE 2023 RAMP ADA (6-INCH) SFT 0.0 $12.00 $0.00
DETECTABLE WARNING
C10 CONCRETE 2023 SURFACE (ADA INSERT) LFT 0.0 $150.00 $0.00
DRAINAGE STRUCTURE
C11 CONCRETE 2023 ADJUSTMENT, CASE I EACH 0.0 $500.00 $0.00
DRAINAGE STRUCTURE
C12 CONCRETE 2023 COVER CASE I EACH 0.0 $700.00 $0.00
DRAINAGE STRUCTURE
C13 CONCRETE 2023 (24-INCH DIA.) INLET EACH 0.0 $3,500.00 $0.00
DRAINAGE STRUCTURE
C14 CONCRETE 2023 (48-INCH DIA.) CB/MH EACH 0.0 $4,000.00 $0.00
DRAINAGE STRUCTURE
C15 CONCRETE 2023 REMOVE EACH 0.0 $900.00 $0.00
12-INCH DIAMETER
C16 CONCRETE 2023 STORM SEWER LFT 0.0 $180.00 $0.00
TOPSOIL SURFACE (4-
C17 CONCRETE 2023 INCH) SYD 2500.0 $8.00 $20,000.00
ADA RAMP
C18 CONCRETE 2023 RESTORATION SYD 0.0 $10.00 $0.00
02-24-2025 CLG CONCRETE $290,000.00
133
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MICHIGAN Visit APWA.org Welcome, Christopher Gibbs My Account Log Out Join APWA
CHAPTER
NEWS EDUCATION EVENTS RESOURCES ABOUT
MAY 20 - MAY23, 2025
2025 Great Lakes
Expo
E Back to Events
/ Event 2025 Great Lakes Expo 0 in El 69
Join us at the 2025 MI-APWA Great Lakes Expo for three days of Register Now
unparalleled learning, networking, and innovation at the premier event for
public works professionals in the Great Lakes region.
EVENT TYPE
This year's Expo promises to be bigger and better than ever, featuring:
Chapter Events
• Cutting-edge educational sessions: Dive deep into the latest trends Conference
and best practices in infrastructure
management, technology, sustainability, and more. Our diverse VENUE
program offers something for everyone, from seasoned professionals Grand Traverse Resort &
to emerging leaders. Spa
• Exhibitor Showcase: Connect with leading industry vendors and see 100 Grand Traverse
the latest technologies and equipment in action. Explore innovative Village Blvd
solutions to your toughest challenges and discover new ways to Acme, Michigan
optimize your operations. United States
• Networking opportunities: Build valuable connections with
colleagues and peers from across the region. Expand your professional
network, share ideas, and collaborate on future projects.
134
• This year: The Public Fleet Management Certificate program is
intended for current and aspiring Fleet Managers and Lead
Technicians.
• Special events: Don't miss our exciting social events, including the
Welcome Reception and Awards Banquet, where you can celebrate
your achievements and build lasting relationships.
Key Dates:
• Registration Open: Now!
• Room Block Closes:
• Expo Dates: May 20-22, 2025
• Location: Grand Traverse Resort, Grand Traverse, MI
In order to receive a full refund, cancellation requests must be received
before Monday, May 12th. Cancellation requests received on or after this
date (Monday, May 12th) will not be refunded.
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2024 GREAT LAKES EXPO
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2023-2024 EXECUTIVE OFFICERS
THANK YOU TO OUR
WINE TOUR SPONSORS!
This event would not be possible
without your support!
Dan Sorek
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WELCOME MESSAGE
Welcome APWA Members to the 2024 APWA Michigan Chapter Great Lakes Expo ("GLX"). Thank
you for joining us for this outstanding annual public works conference. This year's GLX Planning
Committee has worked hard to put together an incredible program for you. The conference will
be filled with great educational sessions, fantastic exhibitors/vendor floor, an outstanding awards
ceremony to recognize the tremendous projects in our state, as well as a few fun social activities
that I know you will enjoy. Many thanks to this year's GLX Planning Committee — your contributions
to this successful conference are appreciated.
Please join us Tuesday evening for a Welcome Reception to kick off the conference. Wednesday
morning begins with an APWA Chapter update from President Dan Sorek. President Sorek will
provide a State of the Chapter to members and what has been happening the past year at the Executive Committee, as
well as vote in the new Executive Committee members that will lead the Chapter in 2024-25. John LaMacchia, Director
of State and Federal Affairs with the Michigan Municipal League ("MML"), will once again provide an update on what is
going on in Lansing. Our keynote speaker this year, Lewis Bender, will take the stage Wednesday morning following the
Business Meeting. Lew is very well known in the Michigan APWA circles as he's been involved for nearly 40 years. The
Michigan Public Services Institute would not be the premier program it is today without the tireless efforts by Lew & Mary
Bender. The title of his message is "Your World Then, Your World Now". You will not want to miss this message from a
man who has dedicated a great deal to APWA and our Michigan members.
While at Boyne Mountain, please take a moment to visit the exhibitor floor and see the newest technologies, equipment
offerings and best management practices from our outstanding vendors here at the 2024 GLX. The APWA Michigan
Chapter could not be as such a strong organization for our members without the tremendous support of agencies,
consultants and vendors that play such a key role in the public works field. We thank you all for another successful year.
If you have any questions or if I can help assist in making your GLX Conference visit to Boyne Mountain more enjoyable,
please don't hesitate to contact me. On behalf of the APWA Michigan Chapter, we appreciate you joining us for this
conference.
James Hurt, Chair
2024 Great Lakes Expo Planning Committee
THANK YOU TO THE EXPO PLANNING COMMITTEE MEMBERS
James Hurt, Chair Larry Hummel Don Rohraff
Matt Anderson Andrew Keller Brandy Siedlaczek
Bob Belair Tyler Kearly Dan Sorek
Mark Bonkowski Nancy Kolinski Tracy Spencer
James Cassel Jennifer Lawson John Thompson
Jennifer Chehab Karen Mondora Amanda Atkinson
Bill Fisher Duane Poole Kristen McCue
John Gorney Linnea Rader Hillary Walilko
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2024 GREAT LAKES EXPO
HAWAIIAN ATTIRE IS ENCOURAGED
FOOD, DRINKS, PRIZES, & MORE!
TUESDAY, MAY 21, 2024
VIENNA BALLROOM
7:30 PM - 9:30 PM
Young
Professionals
I 2024 Great Lakes Expo
140
@o@C:IN 0 1.1A M@IA
11:00am - 6:30pm Exhibitor Set-up 7:30 - 8:30am Breakfast on Expo Floor
Matterhorn Matterhorn
12:30pm Golf Outing 7:30am - 2:00pm Exhibit Floor Open
Alpine Course Matterhorn
1:00 - 5:00pm Wine & Spirits Tour 8:00 - 9:45am EJ Foundry Tour
Off-site (meet in MGL Lobby) 8:30 - 9:30am Concurrent Sessions
7:30 - 9:30pm YP Welcome Reception Multiple
Vienna 9:15 -11:00am EJ Foundry Tour
9:30 -10:00am Break - Visit Exhibitors
7:00 -10:30am Exhibitor Set up Matterhorn
Matterhorn 10:00am -12:00pm Concurrent Sessions
7:30 - 8:30am Registration Open Multiple
West Lobby 12:00 - 2:00pm Lunch with Exhibitors
7:30 - 8:30am Breakfast Matterhorn
Alberg 2:00 - 4:00pm Concurrent Sessions
8:00 - 8:30am Annual Meeting - Multiple
Past President Awards 5:00 - 6:00pm Cocktail Hour
Alberg West Lobby
8:30 - 9:30am MML Update 6:00 - 7:00pm Awards Ceremony
Alberg Matterhorn
9:30 -11:00am Keynote Speaker 7:00 -10:00pm Casino Night
Alberg Matterhorn
11:00am - 5:30pm Exhibit Floor Open
Matterhorn
11:00 -11:30am Break - Visit Exhibitors
Matterhorn
11:30am -12:30pm Concurrent Sessions
Multiple
12:30-2:00pm Lunch with Exhibitors
Matterhorn Concurrent Sessions
2:00 - 3:00pm Concurrent Sessions
Fleet Track (PFMC)
Multiple
Ramshead
3:00 - 3:30pm Break - Visit Exhibitors
Matterhorn Management Track
3:30 - 4:30pm Concurrent Sessions Arlberg
Multiple
Operations Track
4:30 - 5:30pm Social Hour on Exhibit Floor
Matterhorn Aurora Victor
Dinner on your own
Boyne Mountain Resort I 5 141
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6 I 2024 Great Lakes Expo 142
Wednesday, May 2
4:30 - 5:30 PM
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WEDNESDAY, MAY 22
OPENING SESSIONS - Arlberg 11110101111minummenummumw
8:00-8:30pm Annual Business Meeting
• State of the Chapter by President Sorek
• Election of Officers
• Past President Award
8:30-9:30am Michigan Municipal League (MML) Updates (1 PDH)
John LaMacchia - Michigan Municipal League (MML)
9:30-11:00am YOUR WORLD THEN. YOUR WORLD NOW. (0.1 WW CEC/1.5 PDH)
Keynote Speaker - Lewis G. Bender, Ph.D.
KEYNOTE SPEAKER
Lewis G. Bender, Ph.D.
The challenges facing public sector managers keep coming. Citizens and communities want more
and more services with higher standards of performance, and at the same time, they are less willing
to pay more in taxes and fees. This workshop will identify trends impacting leaders, examine the
changing world of public sector managers, and offer solutions for building stronger teams capable of
surviving and thriving in hard times.
Dr. Lewis Bender is Professor Emeritus at Southern Illinois University Edwardsville. Dr. Bender
received his Ph.D. from the University of Georgia (1977), his Master's degree from Wayne State University (1973), and
his baccalaureate from Grand Valley State University (1971). Lew has researched and taught various courses related to
management and supervision. His primary research focuses on organizational teams and the factors and variables that
impact team processes and effectiveness. He is a specialist in helping teams and organizations to become more effective
and efficient.
2024-2025 OFFICERS
President Chapter Administrator
Brandy Siedlaczek Tracy Spencer
City of Southfield APWA Michigan Chapter
President-Elect Secretary/Treasurer
Jennifer Lawson Linnea Rader
City of Ann Arbor Van Buren County Road Commission
Vice President Immediate Past President
Mark Norton Dan Sorek
Spicer Group, Inc. Prein & Newhof
Boyne Mountain Resort I 9
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WEDNESDAY, MAY 22
MANAGEMENT TRACK - Arlberg
11:30am- Advanced GIS Analytics for F.O.G. Maint. and Prevention (0.1 WW CEC/1 PDH)
12:30pm Michael Cousins, Partner & GIS Practice Leader - OHM Advisors
Sean Egan, Founder - Eganix
Don Rohraff - City of Livonia
Overview of Livonia, MI Collection System and FOG issues. How Livonia teamed up with Eganix
and OHM to create a GIS based inspection layer of all private restaurants and other FOG source
facilities where Eganix inspects locations, identifies deficiencies throughout each facility and pulls
water samples to ensure ordinance compliance. A live walk through of the dashboard at the end of
the presentation along with a Q&A session.
2:00-3:00pm Water Service Line Materials and Best Practices (0.1 DW CEC/1 PDH)
Paul Kuoppala - Rehau
This session will discuss past and current water service line materials as well as some of the
advantages/disadvantages of each material. Also covered will be Lead Service Line replacement
as well as a hands-on demo of the more common materials (HDPE, Copper, PEXa and PEXb/c)
including installation best practices.
3:30-4:30pm MIC 30-Year Integrated Infrastructure Strategy (0.1 WW or DW CEC/1 PDH)
Ryan Laruwe - MI Department of Treasury
In 2024, the Michigan Infrastructure Council, with the support from the Transportation Asset
Management Council and Water Asset Management Council, will release its inaugural 30-Year
Integrated Infrastructure Strategy. The session will walk through the Actions of the Strategy and
the value comprehensive infrastructure planning, compared to our previously siloed approach.
The session will also outline programs, tools, and resources the MIC/WAMC/TAMC are planning to
deploy to help bring this integrated vision to life and how interested parties can participate.
OPERATIONS TRACK - Aurora
11:30am— Eradication of CSO's in N. Michigan (0.1 WW CEC/1 PDH)
12:30pm
Brian House, Project Manager and Jeff Mikula - Spicer Group, Inc.
Design and construction of a new conveyance sewer and treatment facility headworks to eliminate
the last combined sewer overflow in the City of Manistee.
2:00-3:00pm You're putting detention where?! (0.1 WW CEC/1 PDH)
Megan Kluczynski, P.E. - Spicer Group, inc.
Urbanized areas often deal with flooding as a result of insufficient stormwater infrastructure. This
session will focus on an example of bringing an urbanized area into the 21st century for stormwater
management by constructing and operating a regional stormwater detention facility in a city
owned park.
3:30-4:30 pm Dams and Dam Safety in Michigan (1 PDH)
Richard Graham, P.E. - Spicer Group, Inc.
An overview of dams in Michigan, dam safety inspections, and innovative inspection methods.
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Professional Fleet Manager Certificate (PFMC)
ABOUT PFMC SCHEDULE
The Professional Fleet Management Certificate program PROGRAM AGENDA AND SECTION LEARNING
will provide an overview of the many skills and areas
of knowledge fleet managers need to be successful, OBJECTIVES
including organization structures, communication, All sessions will take place in Ramshead.
procurement, purchasing, finance, and fleet operations. 1. Welcome and Introduction to Fleet Management—(20
Target Audience: This course is designed for fleet Minutes)
managers, including new fleet managers or those who 2. Roles, Mission, and Vision—(60 Minutes including activity.)
aspire to become fleet managers. SWOT Analysis—(Activity 15 Minutes)
a. Identify the diverse duties of a fleet manger.
Program Learning Objectives: b. Describe the components of a successful fleet within an
organization.
After completing this course, you will be better able to:
c. Develop goals and objectives by conducting a SWOT
1. Identify the role of a fleet manager analysis.
2. Establish organization's goals, missions, and credibility 3. Marketing and Communication—(60 Minutes)
3. Develop skills to interact with the fleet customers a. Discover the importance of user group feedback and
4. Comprehend HR policies and roles communication in fleet.
5. Demonstrate a basic understanding of finance and b. List the network of fleet professionals and research
industry trends.
technology issues
c. Prepare Service Level Agreements.
6. Prepare for global issues and their impact on fleet 4. Human Resources Management—(60 Minutes including
management activity.)
7. Discover industry best practices Article "Why We Lie"—(Activity 20 Minutes)
8. Explain common industry best practices. a. Describe five aspects of human resources management.
b. Prepare and implement policies and procedures.
c. Discuss ethical conduct and best practices within the
INSTRUCTORS 5.
organization.
Information Technology—(60 Minutes including activity.)
Process Technology Analysis—(Activity 10 Minutes)
SARAH MARK - CITY OF MOLINE, ILLINOIS a. Identify the roles of technology and the impact of your
Sarah Mark is the Fleet and Facilities Manager for the City fleet operation.
of Moline, IL. She has been with the City for 13 years and b. Discuss utilization of data and decision support tools.
c. Develop technical expertise and examine fleet
is responsible for acquisition, maintenance and disposal of
management systems.
all of the City's vehicles, equipment and 9 buildings. Sarah 6. Finance and Purchasing—(75 Minutes including activity.)
is a California native and enjoys spending time with her Productivity Staffing Levels—(Activity 15 Minutes)
nieces as much as possible. a. Describe the 4 main points of budget development.
b. Determine different levels of revenue sources in fleet.
GERALD BYINGTON - CITY OF EDEN PRAIRIE, c. Compare purchasing strategies for fleet property.
d. Compare vehicle replacement fun and productive
MN (RET.) staffing level.
Gerald has worked in Public service for close to 40 years 7. Operations—(65 Minutes including activity.)
and Public Works for over 25 years in many different Case History—(Activity 15 Minutes)
capacities. He has been in Fleet Management roles for 10 a. Identify maintenance options for vehicles, equipment,
plus years. He has a BS degree in Diesel Technology from and fixed assets.
b. Explain tools needed to run efficient parts and supply
Montana State University Northern. He obtained his CPFP
MOM.
certification in 2017 and recertified in 2022. He is currently c. Apply utilization, acquisition, replacement, and disposal
the chair of the APWA Fleet Management Committee. strategies for your fleet.
8. Facility and Safety Management— (65 Minutes including
activity.)
Resolving Compliance Issues— (Activity 15 Minutes)
a. Describe how to provide an organized facility for
optimal operations.
b. Develop best practices with safety and accessibility
regulations.
c. Recognize fueling infrastructure needs and regulations.
9. Wrap-Up and GAA— (15 Minutes)
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THURSDAY, MAY 23
MANAGEMENT TRACK - Arlberg
8:30-9:30am To Buy or Sell Federal Aid, What have we learned? (1 PDH)
Gary Piotrowicz, PE, PTOE - Road Commission for Oakland County
RCOCs experience wtih the buying of Federal Aid from other road commissions and selling
Federal Aid to MDOT.
10:00-11:00am Safety Studies to improve Communities (1 PDH)
Julie Kroll, P.E., PTOE - Fleis & Vandenbrink
This presentation will discuss various type of safety studies that communities can use to improve
the safety of all road users. Introduction to Traditional Safety Studies, Road Safety Audits,
Pedestrian Studies, School Safety Reviews and funding opportunities and implementation will be
reviewed. The presentation will also provide an overview of the Safe Systems approach and how
communities can develop and implement a Vision Zero Plan.
11:00am— Supervisor-EGLE-Operator Training and Certification Unit (0.1 DW CEC/1 PDH)
12:00pm
Brianna Moore, Environmental Quality Analyst and Martin Morales, Environmental Engineer - EGLE
This session will cover history of OTCU, operator classifications, certification requirements,
advisory board, operator certification main website, enforcement, and future initiatives.
2:00-3:00pm Crumb Rubber in Concrete Pavement - A Real Life Test (1 PDH)
Dan VanderHeide, Public Works Director - City of Muskegon
This past year, the City of Muskegon did an experimental project using rubber particles in concrete
pavement. We acquired an EGLE grant for the cost of the rubber. We paved one lane out of a 5
lane concrete road with rubber modified concrete.
3:00-4:00pm Planning Framework for Infrastructure Coordination in Southeast Michigan
(0.1 WW CEC/1 PDH)
Kelly Karl/, PE, Manager, Environment & Infrastructure - Southeast Michigan Council of
Governments (SEMCOG)
The coordination of infrastructure projects across public and private sectors is a long-standing
challenge. SEMCOG and MDOT have developed a coordination framework that starts with
project selection that is now part of the transportation planning process. This session will
share the updated transportation planning framework, highlight coordination with the Michigan
Infrastructure Council and recommend next steps for adoption statewide.
MARK YOUR CALENDARS!
NORTH AMERICANIn
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APRIL 6-9
14 1 2024 Great Lakes Expo
150
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THURSDAY, MAY 23
_
OPERATIONS TRACK - Aurora
8:30-9:30am Considerations in Developing Water Affordability Programs (0.1 WW or DW CEC/1 PDH)
James Bearman - Stantec Consulting Services
This session will assist Municipalities in reviewing and establishing the key attributes of a
water affordability plan, recognizing the varying needs of each respective community in the
establishment of a water affordability program.
10:00-11:00am Is your Organization Ready? (0.1 WW or DW CEC/1 PDH)
James Hurt, Managing Director of Public Services and Allison Farole, Emergency Management
Administrator - City of Grand Rapids
This presentation will cover the importance of coordination, communication, and collaboration
before, during and after a disaster or major emergency. Public Works has a major role in all
aspects of emergency management and this presentation will utilize case studies from recent
weather, utility, and civil unrest events in the City of Grand Rapids to show where and when public
works should have a seat at the table.
11:00am— Building a Positive Culture (0.1 WW or DW CEC/1 PDH)
12:00pm
Linnea Rader, Finance and Human Resources Director - Van Buren County Road Commission
Public works has changed substantially in the last 20 years. The way we manage our
organizations, and our people can be the best, and hardest, of those changes. Our employees
are our greatest assets and building a positive culture within our organizations is the best way to
foster positive relationships, build efficiencies and gain trust.
2:00-3:00pm Log Jams, Ice Jams, Traffic Jams -- Oh MI! (1 PDH)
Brandon P. Wong, CEO - Hyfi
Discover how pioneering Michigan communities adopted monitoring technologies and data
analytics to enhance response to flooded roadways, manage rivers and lakes, and actively engage
with local residents. Join us for case studies from Dearborn and notable communities across the
state.
3:00-4:00pm Fleet Electrification and Public EV Charging (1 PDH)
Simi Barr, Senior Analyst/Municipal Operations - City of Ann Arbor
A discussion of Ann Arbor's transportation electrification work, including fleet electrification
and fleet/public EV charging. Fleet electrification content will include current status of fleet
electrification, funding mechanisms, procurement pathways, and benefits/challenges. EV charging
content will include site prioritization, ownership and O&M models, and funding, and more.
FOUNDRY TOUR (0.1 DW CEC/1 PDH)
Guided tour through EJ's state of the art foundry opened in 2018. This facility is the newest
foundry for the Michigan based company celebrating 140 years of business. Transportation will be
provided. Please contact James Cassel at James.Cassel@ejco.com for further details.
Thursday, May 23rd I 8- 9:45AM or 9:15 — 11AM
Continuing Education Credits
Up to 10.5 PDH total and up to 0.8 WW and 0.5 DW CEC total are available
to attendees who attend all of the eligible sessions.
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Exhibitor Booth Number Exhibitor Booth Number
Advanced Drainage Systems, Inc. 19 Knapeheide Truck Equipment 26
Advanced Rehabilitation Technology 10 K-Tech Specialty Coatings, Inc 29
Advanced Underground Inspection, LLC 38 Kueper North America LLC 14
AIS Construction Equipment 16 Lunghamer Ford of Owosso 17
American Contractors Equipment Supply 3 MacQueen 28
Berger Chevrolet 32 Menzi USA Sales, Inc. 20
Bostick Truck Center 37 Michigan CAT/MacAllister Hydrovac 52
Clear Heights Construction, LLC 35 Michigan Pipe & Valve - Saginaw 36
D&K Truck Company 34 Michigan Rural Water Association 41
EJ 43 Midstates Recreation 22
Elsey Construction Products 25 Motz Enterprises, Inc 11
Eng., Inc. ' 53 Mtech 45
Evolution Edges 9 North River Truck & Trailer Inc. 5
FER-PAL Construction 27 Precision Concrete Cutting 47
Fredrickson Supply 13 Rangerbid.com 39
Give 'Em A Brake Safety 50 ROWE Professional Services Company 46
Great Lakes Chloride, Inc 42 SAK Construction, LLC 8
Havener Tech 33 Sherwin Industries, Inc 4
Hennessey Engineers 15 Spicer Group, Inc 24
HESCO Group, LLC 18 Synergy Equipment Pumps 6
Hoekstra Equipment 54 Syntech Systems, Inc. 44
Horizon Signal Technologies 40 UNIQUE PAVING 21
HydroCorp - Cross-Connection Control Program VC3 48
Services 51 Viking-Cives Great Lakes 7
Hyfi 23 West Michigan International and K&R Truck Sales..1
Jack Doheny Company 49 Whelen Engineering, Inc. 2
John Thomas Inc. 30 Wightman 12
Kennedy Industries 31
16 I 2024 Great Lakes Expo
152
EAKKU
INDOOR EXHIBITS
I
1 1 2 3 4 5
8 9 10 11 12 13 14
15 16 17 18 19 20 21 Entrance
f
Reo
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on
22 23 24 25 26 27
28 29 30 31 32 33
v
34 35 36 37 38 39 40 Entrance
41 42 43 44 45 46 47
[
48 49 50 r 51
Civic Center - Main Level
OUTDOOR TRUCKS
American Contractor Equipment Supply 112
D&K Truck Company 101
VILLA G NE D&K Truck Company 102
101
/17 107 106 105 104 103 102 D&K Truck Company 103
111 D&K Truck Company 104
116 D&K Truck Company 105
112 Fredrickson Supply 114
115
Fredrickson Supply 115
114 Hoekstra Equipment 116
113 Hoekstra Equipment 117
Michigan CAT/MacAllister Hydrovac 113
West Michigan International and K&R
Truck Sales 111
Boyne Mountain Resort I 17
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Whispering Willows Golf Course - Channel Improvements Kent County Road Commission's New Central Complex
Category: Emergency Response - Less than $1 Million Category: Structures - $25 Million to $75 Million
Owner: City of Livonia Owner: Kent County Road Commission
Consultant: Hubbell, Roth & Clark, Inc. Consultant: Hobbs + Black Architects I Nowak & Fraus Engineers
Contractor: Sole Underground, LLC Contractor: Owen-Ames-Kimball Co.
Macomb Interceptor Drain "Spiral Wound" Rehabilitation West Commerce Road Underpass Improvements
Category: Emergency Response - $1 Million to $5 Million Category: Transportation - Less than $1 Million
Owner: Macomb County Public Works Office Owner: Milford Downtown Development Authority I Village of Millford
Consultant: Anderson, Eckstein & Westrick, Inc. Consultant: OHM Advisors
Contractor: SAK Construction Contractor: Artisan Contracting of MI
2023 Rubber Modified Chip Seal Trial South Main Street Water Main and Road Improvements
Category: Environment - Less than $1 Million Category: Transportation - $1 Million to $5 Million
Owner: Road Commission of Kalamazoo County Owner: City of Ann Arbor
Contractor: Entech Inc. Consultant: Wade Trim
Contractor: Bailey Excavating
HENRY FORD ESTATE DAM FISHWAY PROJECT
Category: Environment - $1 Million to $5 Million Rochester Road Resurfacing & Traffic Calming
Owner: Wayne County Parks Category: Transportation - $1 Million to $5 Million
Consultant: Environmental Consulting & Technology, Inc. Owner: City of Royal Oak
Contractor: Z Contractor Inc. Consultant: Fleis & VandenBrink Engineering
Contractor: Pro-Line Asphalt
Clean Water Recovery Facility Improvements
Category: Environment - $5 Million to $25 Million South Old Woodward Avenue Reconstruction (Phase 3)
Owner: City of Manistee Category: Transportation - $5 Million to $25 Million
Consultant: Spicer Group, Inc. Owner: City of Birmingham
Contractor: Grand River Construction Co. Consultant: Nowak & Fraus Engineers
Contractor: Angelo lafrate Construction Company
Water Resource Recovery Facility
Biodigestion with Combined Heat and Power
Category: Environment - $25 Million to $75 Million
Owner: City of Grand Rapids
Consultant: Tetra Tech
Contractor: The Christman Company
Haithco Park Splash Pad THANK YOU TO THE
Category: Quality of Life - Less than $1 Million AWARDS COMMITTEE
Owner: Saginaw County Parks
Consultant: Spicer Group, Inc. Karen Mondora, City of Farmington Hills
Contractor: Wobig Construction Company John Thompson, SAK Construction
Farmington Road Streetscape
Allen Schneck, Nowak & Fraus Engineers
Category: Quality of Life - $1 Million to $5 Million Jacob Darnall, Hubbell, Roth & Clark, Inc.
Owner: City of Farmington Mary Bednar, Clinton Township
Consultant: OHM Advisors Jennifer Chehab, Spicer Group
Contractor: Warren Contractors & Development
Andrew Cousino, OHM Advisors
Uptown Bay City (Phase I and Phase II) Josh Leon, Hubbell, Roth & Clark, Inc.
Category: Quality of Life - $5 Million to $25 Million Jacob Cadle, Michigan Environmental
Owner: City of Bay City
Dan Sorek, Prein & Newhof
Consultant: Rowe Professional Services Company
Contractor: Shaheen Development Bill Fisher, WSP Michigan
Freeland Road Bridge - Sidewalk & Lighting Special thanks to Jessica Katers — OHM
Category: Structures - Less than $1 Million Advisors for providing assistance with the
Owner: Tittabawasee Township DropBox submissions and Awards PowerPoint
Consultant: Spicer Group, Inc.
Contractor: Shaw Contracting Co.
20 I 2024 Great Lakes Expo
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SALES SERVICE RENTALS
CONTACT US TODAY! KLOSL
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3901 3 Mile Rd NW
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preinnewhof corn Prem. " &Newhof 616-364-8491
Engineers.Surveyors•Environmental.I.aboratory
157
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1. Kate Alexakos, McWane Ductile 46. Alan Cruz, Hennessey Engineers 94. John Gorney, City of Grand Rapids
2. Mirandi Alexander, City of Farmington 47. Jim Cubera, RE., City of Farmington 95. Mark Gove, MDOT- Metro/Operations
Hills Hills 96. Adam Griffin, Oakland County Water
3. Randy Allen, VC3 48. Alexis Cupp, Great Lakes Water Resources Commissioner
4. Corey Almas, Bloomfield Township Authority 97. Marcus Grosshans, City of East
5. Gordie Anderson, City of Norton 49. Jake Darnall, Hubbell, Roth & Clark, Inc. Lansing
Shores 50. Andy Dauksts, Give 'Em A Brake 98. Mike Guerin, Havener Tech
6, Matt Anderson, City of Norton Shores Safety 99. Tammy Gushard, RE., City of
Public Works 51. Brian Davies, Hubbell, Roth & Clark, Farmington Hills
7. Vincent Astorino, Macomb County Inc. 100. Ed Haapala, DLZ, Inc.
Public Works 52. David DeCoster, City of Oak Park 101. Zachary Haapala, DLZ
8. Bryan C Babcock, City of St. Clair 53. Bryan Allen DeGroot, City of Norton 102. Jason Halter, City of Norton Shores
Shores Shores 103. Roy Hamilton, Canton Township
9. Brian Bachler, DLZ Michigan, Inc. 54. Robin Denman, Northern Concrete Public Works
10. Ryan Bair, ROWE Professional Pipe, Inc. 104. Andrew Harris, Horizon Signal
Services Company 55. Mark DeVries, MDOT - Southwest Technologies
11. Stephen Barr, City of Ann Arbor 56. Kenneth Dey, City of Saginaw 105. Chuck Hart, Hubbell, Roth & Clark, Inc.
12. Justin Beck, City of Southfield 57. Bill DeYoung, Road Commission of 106. Jason Hefner, City of Auburn Hills
13. Sean Beckman, Wade Trim Kalamazoo County 107. Scott Hemeyer, ROWE Professional
14. Bob Belair, Northville Township 58. Bill Diviney, Bloomfield Township Services Company
15. Brian Boesel, Village of Mackinaw City 59. Holly Donoghue, City of Royal Oak 108. John Hennessey, Hennessey
16. Gregory J. Boggs II, Grand Blanc 60. Philip A. Doorlag, Wightman Engineers
Township 61. Mike Draves, MDOT-Bay Region 109. Jeffrey Herczeg, City of Novi
17. Jack Bolin, American Contractors 62. Hannah Driesenga, OHM Advisors 110. Heidi Herzog, City of Grand Rapids
Equipment Supply 63. Katelyn Driscoll, OHM Advisors 111. Jim Hilgendorf, Evolution Edges
18. April Bonkowski, Precision Concrete 64. Steven Drotoz, City of Rochester, MI 112. Jim Hollandsworth, Hennessey
Cutting 65. Jacob Dykstra, Clear Heights Engineers
19. Mark Bonkowski, Precision Concrete Construction, LLC 113. Paul Horen, Bloomfield Township
Cutting 66. Ramzi EI-Gharib, RE., Westland 114. Brian House, Spicer Group, Inc.
20. Ted Breen, Kent County Road 67. Jeff Ely, AIS Construction Equipment 115. Adeline Hummel, Fleis & VandenBrink
Commission 68. Chuck Eudy, City of Farmington 116. Larry Hummel, Fleis & VandenBrink
21. James Breslin, Hennessey Engineers 69. Nancy Faught, Hubbell, Roth & Clark, 117. Scott Hungerford, West Bloomfield
22. Jodie Brill, Syntech Systems, Inc Inc. Water Utilities Department
23. Joel Brookens, City of Muskegon 70. Lawrence Feagin, Great Lakes Water 118. James Hurt, City of Grand Rapids
24. Bill Brown, Allegan County Road Authority 119. Angela Hysinger, Bloomfield
Commisssion 71. Carl Fedders, MDOT - BFS Township
25. Michael Brown, Michigan Pipe & Valve 72. Todd Flfield, City of Grand Rapids 120. Jake Irwin, Rowe Professional
- Saginaw 73. Shannon L. Filarecki, DLZ Services
26. Greg Brucks, Van Buren County Road 74. Aaron Filipski, City of Royal Oak 121. Rachel Jackson, OHM Advisors
Commission 75. William Fisher, WSP Michigan 122. Trevor Jacobs, Bay County
27. Steve Bush, West Michigan 76. Sonya Flanagan, UNIQUE Paving Department of Water & Sewer
International and K&R Truck Sales Materials Corp. 123. Nick Jewell, Bostick Truck Center
28. Nate Butler, Kent County Road 77. Tim Flanagan, UNIQUE Paving 124. Vincente Jimenez, City of Pontiac
Commission Materials Corp. 125. Ben Johnson, Precision Concrete
29. Becca Button, Midstates Recreation 78. Bart Franklin, Hubbell, Roth & Clark, Inc. Cutting
30. Brad Byrd, Canton Township Public 79. Mike Freckelton, City of St. Clair 126. Andrew Johnstone, Spalding
Works Shores DeDecker
31. Dan Cabage, Fleis & VandenBrink 80, Todd Fredrickson, Fredrickson Supply 127. Rick K. Judkins, ANN ARBOR
32. Jacob Cadle, Michigan Consulting & 81. Ryan Fronckel, MDOT - Southwest CHARTER TOWNSHIP
Environmental 82. Jeana Garcia-Moir, ADVANCED 128. Tim Juidici, OHM Advisors
33. Jason Cameron, MDOT - Superior UNDERGROUND INSPECTION, LLC 129. Kelly Karl!, SEMCOG
34. Bill Campbell, LUNGHAMER FORD OF 83. Ron Geater, Motz Enterprises, Inc. 130. Jeremy Kast, Tr-County International
OWOSSO 84. Jarret Geering, City of Battle Creek Trucks Inc
35. James Cassel, EJ 85. Christopher Gibbs, City of Taylor 131. Jessica Katers, OHM Advisors
36. Jennifer Chebab, Spicer Group, Inc. 86. Amy Gilson, City of Charlotte 132. John Kaura, MDOT - Superior
37. Jim Clevenger, HydroCorp - Cross- 87. Jeff Girard, Concrete Pipe Association 133. Tyler Kearly, ROWE Professional
Connection Control Program Services of Michigan Services Company
38. Zach Clothier, Great Lakes Chloride, Inc. 88. Joe Girskis, Montcalm County Road 134. Andy Keller, Spicer Group, Inc.
39. Melissa Coatta, City of Birmingham Commission 135. Ryan Kern, AEW
40. Elle Cole, City of Saline 89. Marcel Goch, City of Brighton 136. Philip Kernodle, Allegan County Road
41. Travis Cole, Kennedy Industries 90. Dan Godfrey, MDOT - Metro/Auburn Commisssion
42. Allen Cooley, Grand Blanc Township Hills Garage 137. Brion Kilpela, Midstates Recreation
43. Andrew Cousino, OHM Advisors 91. Dan Goldberg, Syntech Systems, Inc. 138. Andy Knake, Knapheide Truck
44. Michael Cousins, OHM Advisors 92. Scott Gordon, City of Fenton Equipment
45. Tim Croze, MDOT - BFS 93. Adam Gorney, EJ
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139. Brad Knight, Road Commission for 191. Shane Parquette, Fleis & VandenBrink 237. Marla Smith, Smith Truck Body
Oakland County 192. Paul Patterson, HydroCorp - Cross- 238. Rebecca Smith, Wade Trim
140. Jon Kolbasa, Value Engineering Connection Control Program Services 239. Rick SoIle, Plainfield Charter Township
141. Nancy Kolinski, Hubbell, Roth & Clark 193. Ashley Paulsell, Great Lakes Chloride, 240. Dan Sorek, Prein&Newhof
142. Joel Kooienga, Rangerbid.com Inc. 241. Rebekah Spencer, MacQueen
143. Lisa Kooienga, Rangerbid.com 194. Rodney J Pavlawk, Bay County Road 242. Tracy Spencer, MacQueen
144. Kip Koszewski, HESCO Group, LLC Comm. 243. Kevin Spyhalski, EJ
145. Scott Koter, City of Grand Rapids 195. Patrick Pietsch, EJ, Inc 244. James Stevens, OHM Advisors
146. Dale Kramer, Berger Chevrolet 196. Andrea Pike, Hubbell, Roth & Clark, Inc. 245. Taylor Sting, AEW
147. Julie Kroll, Fleis & VandenBrink 197. Gary Piotrowicz, Road Commission for 246. Tim Swailes, Northville Township
148. Ryan Krum, EJ Oakland County 247. Joel Tapio, City of Traverse City
149. Wesley R Krum, EJ 198. Dave Plooster, EJ 248. Justin Taylor, West Bloomfield Water
150. Alex Lantz, Advanced Rehabilitation 199. Duane Poole, Bloomfield Township Utilities Department
Technology 200. Luke Potter, City of Clare 249. Yuri W Tello, General Motors
151. Brad Lear, Northville Township 201. Denver Preston, K-Tech Specialty 250. Charlie Thiel, MDOT - North Region
152. Josh Leon, Hubbell, Roth & Clark, Inc. Coatings, Inc 251. Mike Thorsen, Hoekstra Equipment
153. Alex Linke, City of Saline 202. Brandon Prince, City of Manistee 252. Nate Tomalia, Knapheide Truck
154. Mitch Livingston, HESCO Group, LLC 203. Alex Pummill, Fredrickson Supply Equipment
155. Scott Lockwood, AEW 204. Linnea Rader, Van Buren County Road 253. Steven Trice, City of Southfield
156. Michael Logan, Michigan Consulting & Commission 254. Tom Trice, Beverly Hills
Environmental 205. Amanda "Mandy" Rainville, www. 255. Craig Trojan, Whelen Engineering, Inc.
157. Jeff Loper, MDOT - Bay Region pullman-services.com 256. George Tsakoff, OHM Advisors
158. Kendra Love-Brezzell, Genesee 206. Jeremy Randall, City of Manistee 257. Chris Van Wormer, FER-PAL
County Road Commission 207. Chris Rayes, Hennessey Engineers Construction
159. Jeff Lovgren, John Thomas Inc. 208. Ralph Richard, City of Taylor 258. Nick Vanbiesbrouck, Synergy
160. Nate Luptowski, Sherwin Industries, Inc. 209. MinDee Richey, General Motors Equipment Pumps
161. Doug Lynch, MDOT-University 210. Dave Richmond, ROWE Professional 259. Mike Vander Molen, EJ
162. Janet Madendorp, Fredrickson Supply Services Company 260. Dan VanderHeide, City of Muskegon
163. Kevin Marks, Wightman 211. Bob Robinson, City of Rochester, MI 261. Miguel Vargas, Advanced Drainage
164. Charles Markus, City of Birmingham 212. Adam Rodenhouse, City of Grand Systems
165. Paul Matthews, City of Ann Arbor Rapids 262. Ryan Verscheure, City of Rochester
166. Nick McEvoy, Elsey Construction 213. Don Rohraff, City of Livonia 263. Eric Vlaz, Great Lakes Water Authority
Products 214. Larry Rondeau, MDOT - North Region 264. Zoe Wahr, Wade Trim
167. Brandon McGhan, Michigan CAT/ 215. Adam Roose, Bloomfield Township 265. Mike Wakley, MDOT - BOBS
MacAllister Hydrovac 216. Steve Roose, Kent County Road 266. Heather Walker, HESCO Group, LLC
168. Christopher Meadows, Menzi USA Commission 267. Brian Waller, City of Fenton
Sales, Inc. 217. Ariel Roy, HO 268. Stu Warner, Sherwin Industries, Inc.
169. Noah Mehalski, Bloomfield Township 218. Jacob Rushlow, P.E., City of 269. Tiffany Westphal, Bay County Road
170. Gary Mekjian, City of Farmington Hills Farmington Hills Comm.
171. Jeff Mikula, City of Manistee 219. Zach Ryan, City of Owosso 270. Kevin Wilks, Spicer Group, Inc.
172. Jeff Miller, AEW 220. Eric Scanland, HURON TOWNSHIP 271. Jim Wolford, City of Kentwood
173. Chuck Mills, Asphalt Pavement 221. Ashley Schmuck, North River Truck & 272. Zach Wolford, Fredrickson Supply
Association of Michigan Trailer Inc. 273. Brandon Wong, Hyfi
174. Aleksander Mizikar, City of Rochester 222. Derrick Schueller, City of Farmington 274. Nick Yuvan, Hennessey Engineers
175. Sean Moeller, City of Grand Rapids Hills 275. Ray Zeleny, Kueper North America
176. Karen Mondora, City of Farmington 223. Jim Schultz, Michigan CAT/MacAllister LLC
Hills Hydrovac 276. Scott Zielinksi, City of Birmingham
177. Jesse Morgan, ROWE Professional 224. Leigh Schultz, City of Southfield 277. Todd Zilincik, City of Livonia -
Services Company 225. Luke Schwade, Berger Chevrolet Engineering Department
178. Matt Motz, ROWE Professional 226. John SeImi, Canton Township Public 278. Josh Zimmerman, City of Bay City
Services Company Works DPW
179. James Murphy, City of Norton Shores 227. Blair Selover, Fleis & VandenBrink 279. Scott Zinsli, West Michigan
180. Todd Myers, City of Muskegon 228. John Sharpe, Allegan County Road International and K&R Truck Sales
181. Jack Nagle, Hubbell, Roth & Clark, Inc. Commisssion
182. Tim Neumann, Michigan Rural Water 229, Bradley Shepler, Hubbell, Roth &
Association Clark, Inc.
183. Dale Newby, SAK Construction 230. Brandy Siedlaczek, City of Southfield
184. Bruce Nichols, Evolution Edges 231. Steve Siemen, City of Battle Creek
185. Don Nichols, Certified Power Inc. 232. Scott Silberzahn, MTech
186. Corey Nicoloff, Northville Township 233. Larry SirIs, City of Saline
187. Carl J. Overly, Bay County 234. Steve Skalski, City of Battle Creek
Department of Water and Sewer 235. Matthew Slicker, Hubbell, Roth and
188. Corey Padrutt, MTech Clark
189. Colby Page, MDOT - BFS 236. Curtis Smith, Smith Truck Body
190. Colby Page, MDOT - BFS
Boyne Mountain Resort I 23
159
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Dan Sorek, P.E 2023/24 William Killeen, RE. 1967
Bob Belair, P.E. 2022/23 Robert Bruce 1966
Duane Poole 2021/22 Fredrick Mammel 1965
John Thompson 2019/21 Richard Castle, P.E. 1964
Chuck Hart, P.E. 2018/19 Clyde Palmer, P.E 1963
James Hurt 2017/18 Clyde Palmer, P.E 1962
Doug Skylis 2016/17 George Nampa, P.E 1961
Don Rohraff 2015/16 Charles Johnson 1960
Gary Mekjian 2014/15 Fred Cheek, P.E. 1959
John Gorney 2013/14 J. B. Jewell 1958
Larry Hummel 2012/13 Harold Hultquist, P.E. 1957
Robert Rochon, P.E 2011/12 Jan Schmedding 1956
Tom Matson 2010/11 E. L. Pettingill 1955
Robert Fox 2009/10 Louis Moehr 1954
Jerry Bartoszek, P.E 2008/09 Morton Hilbert 1953
Eric Witte 2007/08 George Sandenburgh 1952
Greg Zonnatti, RE 2006/07 Lewis Wrenn 1951
Evan Pratt, P.E 2005/06 Stanford Besse 1950
Jerry Snyder, P. E 2004/05 Stanford Besse 1949
John Kolessar, P.E 2003/04 George Thompson 1948
Gordon Zulack 2002/03 George Thompson 1947
Nelson Wesenberg 2001/02 Roy Goodspeed, P.E. 1946
Robert E. Clegg, P.E. 2000/01 Glenn Richards, P.E. 1944
Thomas R Vukonich, RE 1999 John Biery 1943
Timothy Flanagan 1998 Fredrick Storrer 1942
Judith A. Corns 1997 Otto K. Phillip 1941
Donald Jenks 1996 George Thompson 1940
Lenora K. Jadun, P.E. 1995 George Thompson 1939
Leslie P. Bland 1994 John Moorhouse 1938
John R. Lance 1993 C. R Wightnnan 1937
Don G. Joswick 1992
Henry Lybeck, P.E 1991
W. Donald Dugger 1990
Norm Gomolak Sr. 1989
Walter J. Vaclavik, P.E. 1988
Erman C. Fisher 1987 2025
George W. Shaeffer 1986
Robert Thomas 1985
GREAT
David F. Ronk, RE 1984 LAKES
James W. Watts 1983
EXPO
Archie Marks 1982
Gerald Perry 1981
Martin Leyrer, RE. 1980
Andrew Nester, P.E 1979
A. C. Wojno 1978
R. Marlin Sumner, P.E. 1976
Sam Pool 1975 GRAND
Wilbert Keinath 1974 TRAVERSE
Milton Gorsline 1973 RESORT
Clyde Christian 1972 ACME, MI
John Waroe 1971
Carl Demek 1970
Lawrence Crandall 1969
Don Marshall 1968
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PROPOSAL
22490
13155 Cloverdale
Oak Park, MI 48237 February 26, 2025
BILL TO: WORK LOCATION:
City Of Taylor City Of Taylor, Animal Shelter
23555 Goddard 25555 Northline
Taylor, MI, 48180 Taylor, MI, 48180
Attn:Ryan Moore Attn:Ryan Moore
734.642.5900 734.642.5900
Access Control for remodeled Animal Shelter
Ryan Moore
Director of Information Technology
City of Taylor
23555 Goddard Road
Taylor, MI 48180
*This is not a quote-this is a "not to exceed budget number"*
Ryan,
Thank you for the opportunity to provide a scope for the estimated cost with additional contingency for a not-
to-exceed number for access control additions, as requested for the new Animal Shelter at the City of Taylor.
This quote includes all new equipment and cable listed throughout this proposal and will tie into your existing
Lenel database.
Below is a listing of each access control door for the Shelter:
D/A Central will provide and install the following:
Door 101 Vestibule
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
163
Door 111A Hallway
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
Door 120 Hallway
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
Door 124B Hallway
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
Door 132A Intake Check IN
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
Door 132B Intake Check IN
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
Door 135A Entry Foyer
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
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Door 154C Canine Kennel 2
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
• (1) Lot - Surface mount conduit in room
Door 155B Canine Kennel 1
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
• (1) Lot - Surface mount conduit in room
Door 155C Canine Kennel 1
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
• (1) Lot - Surface mount conduit in room
Door 157 Gun Range Entry Vestibule
• (1) HID Card Reader
• (1) Request to Exit Motion Device
• (1) Recessed Door Contact
• (1) Electric Strike
• (1) Lot - Plenum Rated Composite cabling
• (1) Lot - Surface mount conduit in room
East Gate
• (1) HID Card Reader
• (1) Electric Gate Strike
• (1) Lot - Plenum Rated Composite cabling
• (1) Lot - Surface mount conduit on fence
South Gate
• (1) HID Card Reader
• (1) Electric Gate Strike
• (1) Lot - Plenum Rated Composite cabling
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• (1) Lot - Surface mount conduit on fence
Head End Enclosure
• (1) Life Safety Power Supply with Enclosure
• (2) 12 VDC batteries
• (1) Lenel x2220 Intelligent System Controller
• (6) Lenel 1320 Dual Reader Board Controller
General Requirements and Responsibilities
By D/A Central:
• D/A will provide INITIAL programming needed for functional testing of the doors in the system
to allow the site to perform final programming.
• D/A will coordinate and work with the Client for configuration and functional testing of the
system.
By the Client:
• Client will be responsible for final programming and badge holder access assignment.
• If needed, IP addresses and POE/POE+ network switch ports, all network infrastructure,
Gateways, Subnets and VLAN's to be provide and configured by others in a timely manner for
proper system management and deployment.
• All 120V-AC power needed to be provided by others.
• If needed, the Client will be responsible for providing a tie-in from the fire alarm system to drop
power to the locking hardware, either at the device or at the power source, if required by code
or Client standards for safety.
• If needed, provide location & space in the head end for hardware installation/mounting,
including fire-rated back plane plywood (Not Included in D/A Scope) as applicable.
• All licenses, permits and associated fees to be the responsibility of others.
• A Client representative will be available for final testing and walkthrough for project sign off.
By Others:
Disclosures, Exclusions and Clarifications:
• If applicable, D/A will adhere to site requirements. If site rules require two people to operate a
lift, this may be reason for additional charges.
• D/A will only be able to provide as-built drawings if clean drawings in CAD or PDF format are
provided to us.
• Additional work outside the scope of this project will be handled on a time and material basis.
• D/A is non-union. Therefore, union labor is not included in this proposal unless indicated
otherwise.
• Expedited shipping, if required, will be billed additionally.
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Thank you for this opportunity. D/A Central very much appreciates your business!
Please contact me with any questions or if you would like me to provide a formal proposal.
Our workmanship and equipment for this project includes a one-year parts and labor warranty.
Thank you again for the opportunity to submit our solution, should you have any questions or require any
further information please contact me.
Sincerely,
Joseph A. Vanwelsenaers
D/A Central, Inc.
13155 Cloverdale
Oak Park, Michigan 48237
Email: joe.vanwel@dacentral.com
Phone: 248/399-0600 x122
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PART DESCRIPTION QTY UNIT PRICE TOTAL PRICE
Lenel
iClass SE, R40, BLUE, WIEG, PIG, BL, Elite 13.00 $342.84 $4,456.92
Intelligent Controller, 2 Door 1.00 $2,285.29 $2,285.29
Door Controller, 2 Door 6.00 $828.36 $4,970.16
PIR, Request To Exit, Light Grey Finish 11.00 $81.43 $895.73
Door Contact, Recessed, Mini, 3/4", SPST, Gray 11.00 $6.13 $67.43
Electric Strike, 1500C, Fail Secure/Fail Safe, 12/24VDC, Fire Rated, PoE 11.00 $406.84 $4,475.24
Friendly, 630
Gate Lock, Keyswitch, Fail Safe, 12/24VDC, Black 2.00 $728.99 $1,457.98
Power Supply, 400W, 12/24V, 16 Lock / 16 Aux Outputs 1.00 $1,823.00 $1,823.00
Battery, 12V, 7A, Rechargeable, Lead Acid 3.00 $35.38 $106.14
Composite, Plenum, Mint 20.00 $146.59 $2,931.80
Cable Support 100.00 $1.67 $167.00
Conduit for room 155 (Kennels) 12.00 $140.00 $1,680.00
1" Conduit for Gate Readers-estimated at 75' each 15.00 $33.33 $499.95
Cabling $5,940.00
Installation Services $10,560.00
Project Management $1,440.00
Engineering Services $680.00
CAD $200.00
Investment Protection for 1 year 1.00 $2,748.83 $2,748.83
Miscellaneous Installation Materials 1.00 $208.47 $208.47
Freight $651.46
Lenel Total: $48,245.40
Z- Contingency
Contingency 1.00 $4,500.00 $4,500.00
Z- Contingency Total: $4,500.00
TOTAL EQUIPMENT $31,176.57
TOTAL LABOR $21,568.83
SUBTOTAL: $52,745.40
TAX (EXEMPT): $0.00
TOTAL: $52,745.40
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Standard Terms and Conditions
1. Where applicable, the above systems are subject to the approval of the "Authority Having Jurisdiction" (AHJ); any changes required by
the AHJ are not included. Any required permits are not included.
2. Customer must provide building power source where required. 110 VAC power on 20-amp dedicated circuit, no more than .5V to
ground, clear of spikes and surges, where required, with insulated earth ground.
3. Customer will provide network drops where required.
4. Customer must provide environmentally safe location in areas where the work is to be performed.
5. D/A Central Inc. requires written notification of any existing environmental hazard (i.e. asbestos) that its personnel could be exposed to
while providing this system. Each area of concern will require separate notification.
6. Customer is solely responsible for compliance with any applicable ADA requirements.
7. D/A Central's technicians shall have full and free access, upon their arrival, to the equipment covered under this Agreement to provide
maintenance thereon. That includes remote access for rapid response, unless mutually agreed upon differently.
8. Non-solicitation agreement - Client will not directly or indirectly employ or recruit for employment any employee, agent or
subcontracted party of D/A on any project during the Term of this Agreement and for two (2) years thereafter, without prior written
consent of D/A.
9. If applicable, the customer must provide connection to fire alarm system to interface into their equipment. All costs associated with
the fire contractor's scope of work are the customer's responsibility and are not included in this proposal. This proposal assumes that
all fire-related inspections will occur during normal business hours. Any fees required by the inspection authority and/or the fire
contractor are the customer's responsibility and are not included in this proposal.
10. All permits and fees associated with permits are excluded from this proposal and are the responsibility of the customer. The customer
is responsible for the cost for any and all permits required from local government before project commencement and are to be
determined before installation can begin.
11. Customer must provide proper working hardware. All doors are assumed to be properly aligned, and all existing hardware is presumed
to be in good working condition and remains the responsibility of Customer. Any hardware found to be non-working or insufficient for
the needs of the system will be replaced as necessary but will require a change order to be issued prior to any additional work being
completed.
12. Programming is included in this proposal and is defined as the input of system software information. D/A Central will assist the
customer in the input of schedules while the actual input of data will remain the responsibility of the customer. There may be an
additional charge if the customer requests D/A Central Inc. to perform this labor.
13. If this quote contains software, D/A Central Inc. will load the software on one computer per server or client license purchased. If
requested, D/A Central Inc. will provide the customer a quote to load software onto additional computers. If the customer provides the
computer and additional installation time is required because of hardware, software, firewall, domain policies, privileges, etc.,
additional charges may apply.
14. D/A Central will perform testing and commissioning of the system.
15. Conduit runs are not included with this proposal, unless specifically stated otherwise.
16. Customer must provide accessible and non-obstructed chase ways for needed wire run. Customer must provide riser sleeve or core
drilling between floors, where required.
17. Customer must provide adequate mounting space for all panels, terminal interfaces, modems and expanders on a wall mounted
plywood surface.
18. Customer must provide proper lighting in all work areas as required.
19. All drawings and related documentation created or provided by D/A Central, Inc. are proprietary and will remain the property of D/A
Central, Inc., any use or reproduction of same are strictly prohibited.
20. Customer must provide permanent signage related to life safety codes, as needed.
21. If applicable, the customer must provide patching or painting. The customer is responsible for restoring all the existing locations
(where the card readers, electric locks, door contacts, REX motions, cameras, etc. were located) to original (non-Automated)
specifications. There may be an additional charge if the customer requests D/A Central Inc. to perform this labor.
22. This quotation, unless agreed upon in advance under an associated agreement, does not include invoicing fees or discounts, safety
training program charges, background checks or other fee-based portals. If those fees are required, they will be added to invoices to
cover all associated costs.
23. Taxes are not included unless specifically stated otherwise. Sales tax, if applicable, will be calculated and invoiced accordingly
24. All terms and conditions above apply unless specifically noted otherwise herein.
800.486.4855 | dacentral.com Detroit | Grand Rapids | Flint
172
D/A Central, Inc.
Access Control for remodeled Animal Shelter
Proposal # 22490
Date: 2/26/2025
Summary of Costs
TOTAL EQUIPMENT $31,176.57
TOTAL LABOR $21,568.83
SUBTOTAL: $52,745.40
TAX (EXEMPT): $0.00
TOTAL: $52,745.40
Acceptance
The contract price for engineering and mobilization will be billed up front, unless otherwise stated or indicated in an
existing MSA. Projects exceeding one calendar month will be billed for work completed during each month (progressive
billing). Progressive billing will include invoicing for engineering and programming, prior to on-site installation, as well
as for materials stored at D/A Central Inc. offices and/or delivered to site. Progressive billing for project management
will also be done based on a monthly percentage of the proposed total upon commencement of installation.
This quote is valid for 30 days.
CLIENT: City Of Taylor, Animal Shelter COMPANY: D/A Central, Inc.
DATE: TITLE: Access Control for remodeled Animal
Shelter
SIGNATURE:
PROPOSAL #: 22490
PRINT:
SALES REP: Joe Vanwelsenaers
PO:
PHONE: (248)399-0600 EXT 122
EMAIL: joe.vanwel@dacentral.com
800.486.4855 | dacentral.com Detroit | Grand Rapids | Flint
173
CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM
INSTRUCTIONS: Complete this entire form, including BOTH SECTIONS I and II for all sole source purchases. Send
the completed form to the Budget & Finance Department, Central Purchasing. In compliance with Section 4.12 of
the City of Taylor Purchasing Policy, this document shall accompany any sole source request to the City Council as
part of council package for review and consideration. Failure to provide the requested information and supporting
documentation will most likely result in postponement.
If you have any questions, or need additional assistance, contact the Purchasing Office at 734.374.1459 or
734.374.1396. Information is also available at http://www.citvoftavlor.com/purchasing.
NOTE:
1. Price is never a basis for a sole source request.
2. Supporting documentation must accompany this form.
Requisition Title (or) #: Card Access System Hardware and Install
Commodity/service being purchased: Hardware and Labor Proposed purchase price: $ 52,746
Proposed / Requested Supplier: DA Central
Requested by: Ryan Moore Department: IT
Date: 2/26/2025 Email/phone #:
Sole source justification prepared by: Ryan Moore
I. SOLE SOURCE JUSTIFICATION
1. A Sole Source Purchase is available from only one supplier and meets at least one of the following criteria
(please check the appropriate boxes):
O One-of-a-kind- The commodity or service has no competitive product alternatives on the market.
E Compatibility - The commodity or service matches existing brand of equipment for compatibility.
El Replacement part - The commodity is a replacement part for a specific brand of existing equipment.
O Unique design - The commodity or service meets physical design or quality requirements.
O Professional Service - The service falls under the Purchasing Policy Professional Service Section 4.10.
If any of the above apply — Are you aware of other sources (other than the one requested) that could offer the
exact brand or service, such as a distributor, third party broker, or reseller? If so, please list possible sources.
OR
O Delivery date - ONLY ONE SUPPLIER can meet necessary delivery date requirement for the
required quantity on .
E Emergency - URGENT NEED for the item or service does not permit soliciting competitive
bids, as in cases of emergencies, disaster, etc., which was required on
2. Briefly explain what it is about this product or service that only this vendor can meet: DA Central is the city's
preferred\current vendor to manage the Lenel Card Access System.
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CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM
3. Indicate if the product or service has been purchased for this department in the past, the approximate date
of purchase, and purchase order number, if known:
4. List the specific important features or specific performance specifications or parameters that make this
product or service unique or proprietary, AND indicate specifically why these unique features are important
to your department operations: DA Central is the city's preferred\current vendor to manage the Lenel Card
Access System.
5. List other suppliers generally believed to offer the same or very similar product or service. Indicate if they
were contacted for a description and/or price of their product or service. If they were not contacted, indicate
why they were omitted. Indicate for each specifically why their product or service is judged to be
unacceptable.
a)
b)
c)
II. DOCUMENTATION OF PRICE REASONABLENESS
Check the box(es) that apply and provide information:
I determined that the price is reasonable for one of the following reasons:
I compared the proposed price to prices I previously paid for the same or similar goods
and/or services. See PO# (Specify price: $ )
I compared the proposed price to current published catalog, price lists, or market prices
as documented in the attachments (attach relevant documentation) and the proposed
price is less.
I compared the proposal price to similar benchmarks, (e.g., dollars per pound,
horsepower, or other units of measure) to identify any gross inconsistencies. Describe
comparisons made:
Based on my knowledge of the market, my experience of prior similar proposals.
Describe basis of market knowledge or reference prior proposals: Quoted prices are
market rate.
The price is set by law or regulations. Provide reference to law or regulation:
The goods or services are available on the market for the same or similar price. Provide
reference to market pricing information:
Sections 1 (a) through (f) do not apply. (Purchasing will contact you to discuss price
reasonableness before a requisition can be processed.)
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CITY OF TAYLOR SOLE SOURCE JUSTIFICATION FORM
III. CONFLICT OF INTEREST STATEMENT
The Requestor agrees that there is no real or potential Conflict of Interest in recommending this product and/or
service as a Sole Source procurement. (NOTE: If you do have a real or potential conflict of interest, please contact
the appropriate Purchasing Agent.)
As the authorized department official, I certify that the above justification is accurate and complete to the best of
my knowledge and belief.
Approval:
2/26/2025
Signature of De tment Head Date
Ryan Moore
Printed Name
3 1 Page 176