PROPOSAL FOR SUMMIT TOWNSHIP LRP #2 SUMMIT … · 2019-06-20 · Road End CMHO2.0 1,110 20 2,527 Morrell St. Robinson Rd. 350’ E of Robinson Rd. CMHO1.5 350 24 993 Morrell St. 350’

2400 N. Elm Road, Jackson, Michigan 49201 • Phone: (517) 788-4230 • Fax: (517) 788-4237

PROPOSAL

FOR

SUMMIT TOWNSHIP LRP #2

SUMMIT TOWNSHIP

JACKSON COUNTY, MICHIGAN

BID OPENING:

Thursday, April 19, 2018 at 10:00 AM EST

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TABLE OF CONTENTS Cover ............................................................................................................................................................. 1 Invitation for Bids ........................................................................................................................................... 2 Table of Contents .......................................................................................................................................... 3 Project Overview ........................................................................................................................................... 4 Treatments by Mileage ................................................................................................................................ 10 General Provisions & Instructions ............................................................................................................... 11 Log of Project .............................................................................................................................................. 13 Progress Clause .......................................................................................................................................... 14 General Notes ............................................................................................................................................. 14 Communication Procedures ........................................................................................................................ 14 Definitions of Treatments ............................................................................................................................ 15 Special Provisions ....................................................................................................................................... 16 HMA, LVSP Mix Design .......................................................................................................................... 16 Acceptance of Hot Mix Asphalt Mixture on Local Agency Projects ........................................................ 17 Low-Tracking Bond Coat Permissive Use, Modified ............................................................................... 24 Dr Structure, Waterproofing .................................................................................................................... 26 Cement Treated Full Depth Reclamation ................................................................................................ 27 Maintenance of Traffic ............................................................................................................................. 35 Slope Restoration, Modified .................................................................................................................... 36 Driveway Approach, Remove ................................................................................................................. 37 Log of Work Items ....................................................................................................................................... 39 Utility Coordination ...................................................................................................................................... 99 Appendix A: Bid Security Requirements & Bid Forms ...............................................................................A-1 Bid Security ............................................................................................................................................A-2 Blank Bid Sheet ......................................................................................................................................A-3 Appendix B: Title VI Requirements ............................................................................................................B-1 Appendix C: Typical Cross Sections ......................................................................................................... C-1 Appendix D: Summit Township Map ......................................................................................................... D-1

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PROJECT OVERVIEW

JCDOT: MCA 03-07-18 Overall Scope of Work

Work will consist of a variety of road improvements, including pulverization, milling, resurfacing work, minor

drainage improvements, and slope restoration on 48.5 miles of local roads in Summit Township, Jackson

County, Michigan. The Jackson County Department of Transportation reserves the right to reject any and

all bids and to make the award in the best interest of the Jackson County Department of Transportation and

Jackson County.

Summary of Roads

Refer to Table 1 below. A list of each road is shown with the length, average width, surface area in square

yards, and the corresponding treatment chosen by the JCDOT engineering team. Treatments for each road

are subject to change, and JCDOT may add or remove roads based on a multitude of factors including

contractor availability, weather, and any sudden issues that arise during construction.

TABLE 1: SUMMARY OF SUMMIT TOWNSHIP ROADS

Road From To Treatment Length (Ft) Avg. Width

(Ft) Total Area

(Syd)

17th St. Spring Arbor Rd./Morrell

St. Intersection Carlton Blvd.

CMHO2.0 1,330

26

3,705

17th St. Carlton Blvd. Franklin St. 22

17th St. Franklin St. Washington Ave. HMA3.0 650 20 1,463

17th St. Washington Ave. W. Michigan Ave. CMHO2.0 615 26 1,837

18th St. Spring Arbor Rd. W. Michigan Ave. CMHO4.0 2,890 21 6,915

19th St. Spring Arbor Rd. Morrell St. CMHO3.5 450 29 1,486

19th St. Morrell St. Franklin St. HMA3.0 1,340 22 3,378

20th St. Washington Ave. Road End HMA2.0 2,260 21 5,343

21st St. W. Michigan Ave. Road End HMA3.0 2,870 21 6,726

22nd St. Morrell St. Washington Ave. HMA3.0 2,025 21 4,730

23rd St. Morrell St. Washington Ave. CSC3.5 1,982 19 4,298

24th St. Morrell St. Franklin St. CSC3.5 1,390 20 3,166

Agnes St. Kibby Rd. Road End HMA3.0 1,040 20 2,311

Albright Dr. McCain Rd. Thorntree Blvd. CSC3.5 1,560 21 3,731

Allston Dr. Road End Road End HMA3.0 1,930 20 4,289

Arbor Hills Rd. Pioneer Dr. McCain Rd. CSC3.5 2,434 20 5,544

Ashton Rd. Morrell St. Westwood Blvd. CSC3.5 800 21 1,913

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(Ft) Total Area

(Syd)

Berkshire Blvd. Cantabury Ln. Road End CSC3.5 480 20 1,093

Birchwood St. Rutledge St Road End CMHO3.0 1,175 29 3,966

Bittersweet Blvd. McCain Rd. Thorntree Blvd. CSC3.5 710 20 1,617

Brookside Blvd. Horton Rd. Vrooman Rd. CSC3.5 2,285 20 5,205

Butternut Trl. Halstead Blvd. Road End HMA1.5 110 20 244

Cantabury Ln. Lancashire Dr. Sheffield Dr. CSC3.5 962 20 2,191

Carlton Blvd. 24th St Brown St. HMA3.0 2,624 23 6,706

Carlton St. Tefft Ave. Road End HMA3.0 2,300 20 5,111

Cascade Ct. Kibby Rd. Road End CMHO3.0 1,082 28 3,198

Chateau Dr. Springbrook Rd. Road End HMA3.0 1,350 20 3,000

Cherrywood Dr. Hazelwood Blvd. Road End HMA3.0 193 20 429

Christopher Rd. Kirkwood St. Westchester Blvd. CMHO3.0 1,050 29 3,503

Cobb Rd. Kibby Rd. Wallace Dr. FDR 2,355 21 5,550

Commons Blvd. Robinson Rd. W. Main St. FDR 1,800 33 8,071

Cortland Blvd. 24th St Cul-de-Sac HMA3.0 315 19 665

Cortland Blvd. Cul-de-Sac (above-mentioned segment off of 24th St) CMHO1.5 56’ Cul-de-Sac Diameter 274

Cortland Blvd. 21st St 18th St CSC3.5 970 19 2,044

Country Ln. Mill Pond Road End CMHO2.0 3,177 21 7,935

Country Manor Vrooman Rd. Road End CSC3.5 794 18 2,083

Craft Ct. Spring Arbor Rd. Road End CMHO2.0 358 32 2,072

Crestwood Ln. Westfield Dr. McCain Rd. HMA3.0 1,442 19 3,044

Dartmoor Ln. Kenilworth Rd. Ridgeway Rd. CSC3.5 495 22 1,240

Dawn St. Cobb Rd. Wallace Dr. FDR 1,120 20 2,609

Deer Ridge Rd. Timbercrest Trl. Squires Manor Rd. CSC3.5 1,390 20 3,166

Deerfield Dr. Westchester Blvd. Rutledge St. CMHO2.0 1,085 29 3,556

Depuy Ave. Franklin St. Road End HMA2.0 1,220 23 3,072

Dibble Rd. Kibby Rd. Purdy Dr. HMA1.5 2,605 23 6,657

Dorset Dr. Westchester Blvd. Rutledge St. FDR 1,115 29 3,713

Dorvin Dr. Spring Arbor Rd. Tricia Dr. CSC3.5 1,950 20 4,442

E. Coachlight Dr. W. Coachlight Dr. W. Coachlight Dr. (Loop) CMHO3.5 1,260 33 4,680

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(Ft) Total Area

(Syd)

E. Primilia Ln. Whispering Woods Dr. Road End CSC3.5 590 33 2,217

Englewood St. Ravenwood St. Road End HMA1.5 530 20 1,178

Fernwood Ave. Morrell St. Washington Ave. CSC3.5 1,996 21 4,774

Foote Manor Dr. Westwood Blvd. Spring Arbor Rd. CSC3.5 881 20 2,007

Forest Ave. Washington Ave. W. Main St. HMA3.0 570 21 1,330

Forest Lake Dr. Horton Rd. Wendell Ln. HMA3.0 905 19 1,911

Franklin St. 24th St. Brown St. HMA2.0 2,629 22 6,354

Franklin St. Road End Stub end east of Depuy

Ave. HMA2.0 2,210 22 5,317

Gaitway Surrey Ln. Road End HMA3.0 110 20 803

Ganton Dr. McCain Rd. Road End CSC3.5 1,714 20 4,645

Gimmill St. Glenngarry Rd. Maple Dr. CSC3.5 755 20 1,720

Glenngarry Rd. Smiley Way Gimmill St. CSC3.5 917 20 2,089

Glenngarry Rd. Gimmill St. Road End HMA3.0 465 21 1,873

Golf Club Blvd. Happy Valley Blvd. Horton Rd. CSC3.5 842 18 1,726

Halstead Blvd. Bittersweet Blvd. Morrell St. CSC3.5 3,672 21 8,782

Happy Valley Blvd. Horton Rd. Vrooman Rd. CSC3.5 2,910 19 6,297

Harben Rd. Loren Rd. Road End HMA3.0 2,150 21 5,017

Harwich Ln. Road End Road End HMA3.0 960 20 2,133

Hathaway Ln. Country Manor Road End CSC3.5 2,002 21 4,788

Hazelwood Blvd. Bittersweet Blvd. Halstead Blvd. HMA3.0 2,178 20 4,840

Hearthstone Blvd. Hazelwood Blvd. Road End HMA3.0 507 20 1,127

Hillcrest Blvd. Happy Valley Blvd. Horton Rd. CSC3.5 840 20 1,913

Horseshoe Pass Timbercrest Trl. Road End CSC3.5 350 21 837

Huntington Dr. Ridgeway Rd. Pinehurst Dr. CSC3.5 1,045 20 2,380

Indian Trl. Maulelane Dr. Chateau Dr. HMA3.0 1,100 20 2,444

Jamaica Dr. Kibby Rd. Road End HMA3.0 540 20 1,200

Kenilworth Rd. Huntington Dr. Dartmoor Ln. CSC3.5 1,455 21 3,480

Kimberly Dr. Christopher Rd. Road End CMHO3.0 145 29 527

Kimmel Rd. Thorne Rd. S. Jackson Rd. CSC3.5 14,369 22 36,002

Kirkwood St. Robinson Rd. Road End FDR 2,268 30 7,459

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(Ft) Total Area

(Syd)

Lancashire Dr. Ridgeway Rd. Sheffield Dr. CSC3.5 2,056 21 4,917

Lee Willa Dr. Loren Rd. Leland Dr. CSC3.5 875 20 1,993

Leland Dr. Loren Rd. Kibby Rd. CSC3.5 1,375 20 3,132

Leo Rd. Morrell St. Franklin St. HMA3.0 1,350 20 3,000

Levant St. Spring Arbor Rd. Smalley St. CSC3.5 2,200 21 5,262

Lookout Cir. Timbercrest Trl. Road End CSC3.5 270 21 968

Loren Rd. Kibby Rd. Road End CSC3.5 2,155 21 5,728

Lowe Rd. Horton Rd. Ridgeway Rd. CSC3.5 602 21 1,440

Maple Dale Rd. Vrooman Rd. Road End CSC3.5 925 20 2,107

Maple Dale Rd. Vrooman Rd. Twp. Line CSC3.5 10,600 22 25,352

Maple Dr. Spring Arbor Rd. McCain Rd. CSC3.5 2,415 20 5,501

Marion Ave. Franklin St. Washington Ave. HMA2.0 655 24 1,747

Maulelane Dr. Springbrook Rd. Road End HMA3.0 1,146 19 2,637

Mayfield Dr. Kirkwood St. Christopher Rd. CMHO3.0 1,160 29 3,858

Meadowbrook Ln. Springbrook Rd. Road End CSC3.5 962 20 2,948

Meadows Dr. Pemberton Ln. Road End CMHO1.5 1,840 32 6,602

Midday St. Cobb Rd. Wallace Dr. FDR 1,120 20 2,609

Mill Pond Spring Hill Country Ln. CMHO2.0 350 22 976

Mill Run Country Ln. Road End CMHO2.0 1,110 20 2,527

Morrell St. Robinson Rd. 350’ E of Robinson Rd. CMHO1.5 350 24 993

Morrell St. 350’ E of Robinson Rd. Woodbine Blvd. HMA3.0 4,153 22 10,152

Morrell St. Woodbine Blvd. Spring Arbor Rd. CSC3.5 3,428 22 8,589

N. St. Anthony Dr. St. Anthony Dr. Road End CSC3.5 870 21 2,081

Oak Grove Rd. Woodbine Blvd. Springcrest Blvd. HMA3.0 720 20 1,600

Oak Grove Rd. Springcrest Blvd. Foote Manor Dr. CSC3.5 893 19 1,932

Paddock Ln. Surrey Ln. End Certified Road HMA3.0 1,235 20 2,744

Parkside Blvd. Happy Valley Blvd. Horton Rd. CSC3.5 905 20 2,061

Parview Dr. Dorvin Dr. Road End CSC3.5 348 19 753

Pats Way Horton Rd. Road End CMHO3.5 700 32 2,051

Pemberton Ln. Meadows Dr. Thorncrest Dr. CMHO1.5 2,980 32 10,716

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(Ft) Total Area

(Syd)

Pine Ridge Dr. Kibby Rd. Allston Dr. CSC3.5 1,337 21 3,198

Pine Ridge Dr. Allston Dr. Road End HMA3.0 525 21 1,225

Pinehurst Dr. Kenilworth Rd. Cantabury Ln. CSC3.5 820 20 1,868

Pinewood Ct. Stoneridge Dr. Road End CMHO1.5 386 32 1,132

Pioneer Dr. Arbor Hills Rd. S.E. Corner CSC3.5 671 20 1,528

Pioneer Dr. SE curve near M-60 McCain Rd. HMA3.0 2,415 19 5,098

Placeway Surrey Ln. Road End HMA3.0 110 20 803

Purdy Dr. Dibble Rd. Road End HMA2.0 1,317 24 3,512

Ravenwood St. Horton Rd. Road End HMA1.5 715 20 1,589

Ridgeway Rd. Horton Rd. Road End CSC3.5 4,835 21 12,002

Rim Rock Trl. Halstead Blvd. Thorntree Blvd. HMA3.0 348 18 657

Rowan St. Spring Arbor Rd. Smalley St. CSC3.5 1,570 21 3,755

Rowan St. Denton Ave. Road End CSC3.5 592 18 1,214

Rutledge St. Kirkwood St. Deerfield Dr. CMHO2.0 1,780 29 5,916

S. St. Anthony Dr. St. Anthony Dr. St. Jude Dr. CSC3.5 710 20 1,637

Salem Way Allston Dr. Road End HMA3.0 190 18 380

Sheffield Dr. Berkshire Blvd. Lancashire Dr. CSC3.5 1,013 20 2,307

Smalley St. Warren Ave. Levant St. CSC3.5 1,625 21 3,886

Smiley Way Spring Arbor Rd. McCain Rd. CSC3.5 2,900 22 7,266

Snow Drift Pass Squires Manor Rd. Road End CSC3.5 140 21 335

Spring Hill Vrooman Rd. Road End CMHO2.0 1,430 21 3,896

Springcrest Blvd. Spring Arbor Rd. Morrell St. CSC3.5 2,175 21 5,202

Springcrest Dr. Halstead Blvd. Springcrest Blvd. CSC3.5 878 19 1,900

Squires Manor Rd. Horton Rd. Timbercrest Trl. CSC3.5 1,483 21 3,547

St. Anthony Dr. Cobb Rd. N. St. Anthony Dr./S. St.

Anthony Dr. CSC3.5 175 20 399

St. Jude Dr. N. St. Anthony Dr. Harben Rd. CSC3.5 680 20 1,549

Stonecreek Ct. Stoneridge Dr. Road End CMHO1.5 550 27 1,683

Stoneridge Creek Dr. McCain Rd. Stoneridge Dr. CMHO1.5 150 32 668

Stoneridge Dr. Pinewood Ct./Stonecreek

Ct. Intersection Road End CMHO1.5 864 32 3,072

Surrey Ln. Kimmel Rd. End Certified Road HMA3.0 1,225 20 2,722

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(Ft) Total Area

(Syd)

Tamarack Trl. Country Manor Road End CSC3.5 180 18 369

Tamie Way Ganton Dr. Road End CSC3.5 1,387 21 3,317

Tanglewood Dr. Pemberton Ln. Meadows Dr. CMHO1.5 1,050 32 3,853

Tefft Ave. Morrell St. Carlton Blvd. HMA2.0 1,407 23 3,596

Thomas Ct. Thomas Dr. Thomas Dr. (Loop) HMA3.0 492 20 1,093

Thomas Dr. Foote Manor Dr. Morrell St. CSC3.5 1,260 22 3,157

Thorncrest Dr. Robinson Rd. Timberle Dr. CMHO1.5 1,633 32 5,806

Thorne Rd. Kimmel Rd. Sears Rd. CSC3.5 2,710 22 6,790

Thorntree Blvd. Bittersweet Blvd. Hazelwood Blvd. HMA3.0 2,321 20 5,158

Timbercrest Trl. Vrooman Rd. Squires Manor Rd. CSC3.5 1,318 21 3,152

Timberlane Dr. Tamie Way Robinson Rd. CSC3.5 692 20 1,576

Timberle Dr. Pemberton Ln. Thorncrest Dr. CMHO1.5 365 32 1,358

Tricia Dr. Dorvin Dr. Dorvin Dr. CSC3.5 1,784 20 4,064

Tulsa Dr. Agnes St. Jamaica Dr. HMA3.0 650 19 1,372

Twilight St. Cobb Rd. Wallace Dr. FDR 1,120 20 2,609

Vrooman Rd. Moscow Rd. Horton Rd. HMA3.0 20,105 22 49,146

W. Coachlight Dr. McCain Rd. E. Coachlight Dr. CMHO3.5 1,460 33 5,413

W. Main St. Robinson Rd. Oak Grove Ave. CSC3.5 2,645

32 8,293

W. Main St. Oak Grove Ave. Forest Ave. 22

W. Primilia Ln. Whispering Woods Dr. Road End CSC3.5 2,230 32 8,381

Wallace Dr. Cobb Rd. Road End FDR 1,310 20 2,971

Warren Ave. Denton Ave. Road End HMA3.0 700 22 1,711

Warwick Rd. Horton Rd. Road End HMA3.0 1,336 20 2,969

Washington Ave. 24th St. Brown St. HMA2.0 2,610 22 6,670

Washington Ave. Fernwood Ave. 24th St. CSC3.5 3,268 22 8,188

Wendell Ln. Road End Road End HMA3.0 270 18 540

Westchester Blvd. Robinson Rd. Road End FDR 2,250 29.5 7,430

Westfield Dr. McCain Rd. Crestwood Ln. HMA3.0 2,254 20 5,351

Westwood Blvd. Albright Dr. Woodbine Blvd. CSC3.5 3,519 20 8,243

Whispering Woods Dr. Kibby Rd. W. Primilia Ln./E. Primilia

Ln. CSC3.5 700 32 2,870

Woodbine Blvd. McCain Rd. 24th St. CSC3.5 4,070 20 9,734

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TREATMENTS BY MILEAGE

Treatment Mileage

HMA1.5 0.55 miles

HMA2.0 2.03 miles

HMA3.0 11.58 miles

CSC3.5 22.84 miles

CMHO1.5 1.92 miles

CMHO2.0 4.85 miles

CMHO3.0 0.87 miles

CMHO3.5 0.70 miles

CMHO4.0 0.55 miles

FDR 2.58 miles

TOTAL 48.48 miles

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GENERAL PROVISIONS & INSTRUCTIONS

JCDOT: MCA 03-07-18 All work shall be performed in accordance with the Michigan Department of Transportation’s (MDOT)

2012 Standard Specifications for Construction or as modified by these General Provisions & Instructions.

Special Requirements

In accordance with section 107.10 of MDOT’s 2012 Standard Specifications for Construction, the contractor

shall submit all necessary copies of insurance certificates to the Jackson County Department of

Transportation prior to starting work.

A preconstruction meeting will be held to finalize a progress schedule and to determine the execution and

administration of the contract. Work on the project shall begin within ten (10) days of formal notice of award

or date agreed upon by the engineer. The completion date for all work shall be November 30, 2018. Failure

of the contractor to complete the work within the contract time will result in an assessment of liquidated

damages in accordance with Section 108.10 of MDOT’s 2012 Standard Specifications for Construction.

Liquidated damages will be deducted from contractor payments.

The Jackson County Department of Transportation will be working in close coordination with utility service

providers who will perform scheduled maintenance work prior to the start of construction activities on each

road.

Payment

The contractor shall submit invoices for completed contract items to the Jackson County Department of

Transportation (Jim Cole, Project Manager). The invoice will be processed and payment for approved

contract items will be made within thirty (30) calendar days or less of receiving the invoice.

The contractor shall submit a statement to the Jackson County Department of Transportation certifying that

all subcontractors and suppliers that furnished any labor, equipment, and materials for the project have

been paid before the final payment on the contract is made.

Questions and Additional Information

Questions regarding this project should be directed by 5:00 PM EST on Wednesday, April 4, 2018 to:

Jim Cole

Project Manager

(517) 768-6203

[email protected]

mailto:[email protected]

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LOG OF PROJECT

JCDOT: MCA 03-07-18 Scope of Work The work will consist of a variety of road improvements in Summit Township, Jackson County, Michigan,

including pulverization, milling, cement treated full-depth reclamation (FDR), resurfacing work, minor

drainage improvements such as spot curb and gutter replacement, and slope restoration.

HMA Base Crushing and Shaping limits will be marked out by the Engineer. During crushing and shaping

operations, the Engineer may mark out locations for the placement of aggregate base material as necessary

to provide a homogeneous mixture of aggregate and crushed asphalt, paid for as Aggregate Base. The

Engineer may also mark out locations where subgrade undercutting is required and will specify the

dimensions and depth of the undercut; this will be paid for as Subgrade Undercutting, Type II. Dust control

is included in the HMA Base Crushing and Shaping pay item.

For cold milling work, the limits will be marked out by the Engineer. The existing HMA surface shall be

removed to the specified depth and width. The Engineer may also determine if profile milling is necessary

to ensure a proper cross slope, and the Contractor will be notified prior to milling operations to ensure the

proper procedure is followed. The Contractor shall keep all the millings for their use.

For FDR work, JCDOT will submit detailed information for each road, including the mix design and

application rate, at a later date and prior to the start of work for each road where FDR work will be performed.

There are over 900 concrete driveway approaches slated for removal, with 100 driveways being the

responsibility of the Contractor to complete. JCDOT crews will be responsible for the remainder of the

concrete driveways throughout the township, however, if JCDOT crews are not able to complete their

allocated removals in a sufficient and timely manner as construction progresses, the Contractor will assist

JCDOT crews with the removal of the remaining driveway approaches.

Driveways that are milled or cut and removed must receive an application of bond coat and shall be paved

to match with the existing driveway with one or two courses of HMA depending on the treatment, paid for

as HMA, LVSP. Asphalt driveways that are not milled shall receive an application of bond coat and receive

an approach tab of at least two (2) feet with one course of HMA, paid for as HMA, LVSP. Gravel driveways

shall receive an approach tab of at least two (2) feet with one or two courses of HMA depending on the

treatment, paid for as HMA, LVSP.

Individual locations for curb and gutter removal and replacement, paid for as Curb and Gutter, Rem and

Curb and Gutter, Conc, Det (type), respectively, will be marked in the field by the Engineer prior to milling

and paving work.

Slope restoration shall be performed as necessary and where indicated by the Engineer, including areas

adjacent to curb and gutter replacement and along the edges of subdivision roads to match with the new

pavement surface.

JCDOT reserves the right to reduce or eliminate the scope of any crush and shape or FDR work as deemed

in their best interest with notification to occur by June 15, 2018 so that base preparation can be performed

as necessary by others.

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Items of Work

Use the following pay items as directed by the Engineer:

Curb and Gutter, Rem 2,380 Ft

Subgrade Undercutting, Type II 500 Cyd

Erosion Control, Inlet Protection, Fabric Drop 165 Ea

Aggregate Base 1,000 Ton

HMA Base Crushing and Shaping 319,882 Syd

Cement Treated FDR 43,020 Syd

Shoulder, Cl II 7,359 Ton

Dr Structure Cover, Adj, Case 1 557 Ea

Dr Structure, Temp Lowering 245 Ea

Dr Structure, Waterproofing 165 Ea

Cold Milling HMA Surface 147,194 Syd

Pavt for Butt Joints, Rem 2,443 Syd

HMA, LVSP 69,523 Ton

HMA, 5E1 54,442 Ton

Cement 1,076 Ton

Driveway Approach, Rem 1,000 Syd

Curb and Gutter, Conc, Det C4 2,310 Ft

Curb and Gutter, Conc, Det D2 70 Ft

Curb Sloped, HMA 8,955 Ft

Curb Vertical, HMA 200 Ft

Slope Restoration, Modified 137,751 Syd

Monument Preservation 12 Ea

Gate Box Adj, Case 1 36 Ea

Maintenance of Traffic Use the following pay items as required per MDOT Maintaining Traffic Typicals M0020a, M0140a, and

WZD-100-a, or as directed by the Engineer:

Minor Traf Devices 1 LS

Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp 5,650 Ft

Sign, Portable, Changeable Message, Furn 5 Ea

Sign, Portable, Changeable Message, Oper 5 Ea

Traf Regulator Control 1 LS

Miscellaneous Items Use “Mobilization” as required throughout this project:

Mobilization, Max $ 1 LS

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PROGRESS CLAUSE Work shall begin within ten (10) days of formal notice of award or date agreed upon by the Engineer. In no

case shall any work be commenced prior to formal notice of the award by JCDOT.

The Engineer and/or Project Manager will arrange the time and place for the preconstruction meeting after

contract award.

Liquidated Damages shall be assessed in accordance with Section 108.10 of MDOT’s 2012 Standard

Specifications for Construction.

Completion Date

All work, including site restoration and cleanup, shall be completed no later than November 30, 2018.

GENERAL NOTES The contractor will be required to submit a quality control (QC) Plan for HMA, in accordance with the HMA

Production Manual. In this QC Plan, please include a list of equipment, the manufacturer’s recommended

speed, impacts per foot, and vibration amplitude for the HMA thickness.

JCDOT reserves the right to perform material testing and inspections in accordance with MDOT’s 2012

Standard Specifications for Construction for quality assurance (QA).

JCDOT will require a bi-weekly progress meeting. At each bi-weekly progress meeting, the contractor shall

supply a detailed bi-weekly construction schedule with the haul route for approval by the Engineer.

No work shall be performed on Memorial Day (Monday, May 28, 2018), Independence Day (Wednesday,

July 4, 2018), and Labor Day (Monday, September 3, 2018), or any Saturday and Sunday without the

consent of the Engineer.

The three (3) lump sum pay items (Mobilization, Traf Regulator Control and Minor Traf Devices) shall

include all equipment, material, and labor required and as necessary for the execution and completion of

this project.

COMMUNICATION PROCEDURES

The Contractor shall notify the Project Manager and/or Engineer at least 24 hours in advance prior to the

start of all paving, shouldering, and pulverization operations for each road. Furthermore, in-house or third

party quality assurance (QA) technicians need to be notified of any upcoming construction activities so they

can be on site if necessary. At no point shall work begin without a representative from JCDOT on site. The

Project Manager and/or Engineer reserve the right to shut down any construction operations if no proper

communicable notice is received.

Advance notice is also required to ensure that all residents are properly notified of any paving and

pulverization work that will be starting and the approximate day of when work will begin, weather permitting.

15

DEFINITIONS OF TREATMENTS HMA1.5 The work will consist of placing 165 lb/syd (1.5”) of HMA, 5E1 top course over the existing pavement. HMA2.0 The work will consist of placing 220 lb/syd (2”) of HMA, LVSP top course over the existing pavement. HMA3.0 The work will consist of placing 165 lb/syd (1.5”) of HMA, LVSP leveling course followed by 165 lb/syd (1.5”)

of HMA, 5E1 top course.

CSC3.5 The work will consist of crushing and shaping the road, which will then be surfaced by 220 lb/syd (2”) of a

HMA, LVSP leveling course and then 165 lb/syd (1.5”) of a HMA, 5E1 top course. Aggregate base may be

placed at certain locations prior to crushing as specified by the Engineer, paid for as “Aggregate Base.”

CMHO1.5 The work will consist of milling 1.5” of the existing pavement and placing a 165 lb/syd (1.5”) top course paid for as “Cold Milling HMA Surface” and “HMA, 5E1” respectively. CMHO2.0 The work will consist of milling 2” of the existing pavement and placing a 220 lb/syd (2”) top course paid for

as “Cold Milling HMA Surface” and “HMA, LVSP” respectively.

CMHO3.0 The work will consist of milling 3” of the existing pavement, placing a 165 lb/syd (1.5”) of a HMA, LVSP

leveling course, and placing a 165 lb/syd (1.5”) HMA, 5E1 top course paid for as Cold Milling HMA Surface

and the appropriate HMA mixture, respectively.

CMHO3.5 The work will consist of milling 3.5” of the existing pavement, placing a 220 lb/syd (2”) HMA, LVSP leveling

course, and placing a 165 lb/syd (1.5”) HMA, 5E1 top course paid for as Cold Milling HMA Surface and the

appropriate HMA mixture, respectively.

CMHO4.0 The work will consist of milling 4” of the existing pavement, placing a 220 lb/syd (2”) HMA, LVSP leveling

course, and placing a 220 lb/syd (2”) HMA, 5E1 top course paid for as Cold Milling HMA Surface and the

appropriate HMA mixture, respectively.

FDR The work will consist of cold milling to the specified width and depth of each road, cement treated full-depth

reclamation (FDR), and placing the specified HMA thickness, paid for by the appropriate HMA mixture(s).

16

SPECIAL PROVISIONS

MDOT’s 2012 Standard Specifications for Construction shall apply unless noted otherwise in these Standard Specifications and the Special Provisions section that follows. The following special provisions are included with this proposal:

Acceptance of Hot Mix Asphalt Mixture on Local Agency Projects

Low-Tracking Bond Coat Permissive Use, Modified

Drainage Structure, Waterproofing

Cement Treated Full Depth Reclamation

Maintenance of Traffic

Slope Restoration, Modified

Driveway Approach, Removal

HMA, LVSP and HMA, 5E1 Mix Design

1. The Contractor shall submit a mix design with a range of 5.7 to 8.0 percent (effective bitumen) of

bitumen content. Target air voids of 3% through regression.

2. PG 58-28 Performance Grade Asphaltic Cement Bituminous Material shall be combined with the

mineral aggregate.

3. The Contractor shall submit a mix design and test results of the aggregates to be used at least 2

weeks before commencing paving. The mix design shall be submitted to an approved testing

laboratory for design compliance tests. JCDOT shall require a 1 point Marshall Test Mix Design.

4. Low-tracking bond coat, as specified in the special provision, is required for all bond coat

applications.

5. All mix designs must be approved by the Engineer.

Please note that in the case a sample needs to be sent to the MDOT Central Laboratory as outlined in the

Acceptance of Hot Mix Asphalt Mixture on Local Agency Projects special provision, a third party laboratory

shall be used as per the Engineer’s orders.

17

MICHIGAN DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR ACCEPTANCE OF HOT MIX ASPHALT MIXTURE ON LOCAL AGENCY PROJECTS

CFS: KPK 1 of 7 APPR:CJB:JWB:07-05-16

FHWA:APPR:07-05-16

a. Description. This special provision provides sampling and testing requirements for local agency projects using the roller method and the nuclear density gauge testing. Provide the hot mix asphalt (HMA) mixture in accordance with the requirements of the MDOT 2012 Standard Specifications for Construction, except where modified herein.

b. Materials. Provide aggregates, mineral filler (if required), and asphalt binder to produce a mixture proportioned within the master gradation limits shown in the contract, and meeting the uniformity tolerance limits in Table 1.

Table 1: Uniformity Tolerance Limits for HMA Mixtures

Parameter Top and Leveling Course Base Course

Number Description Range 1 (a) Range 2 Range 1 (a) Range 2

1 % Binder Content ±0.40 ±0.50 ±0.40 ±0.50

2

%

Passin

g # 8 & Larger Sieves ±5.0 ±8.0 ±7.0 ±9.0

# 30 Sieve ±4.0 ±6.0 ±6.0 ±9.0

# 200 Sieve ±1.0 ±2.0 ±2.0 ±3.0

3 Crushed Particle Content (b) Below 10% Below 15% Below 10% Below 15%

a. This range allows for normal mixture and testing variations. The mixture must be proportioned to test as closely as possible to the Job-Mix-Formula.

b. Deviation from Job-Mix-Formula.

Parameter number 2 as shown in Table 1 is aggregate gradation. Each sieve will be evaluated on one of the three gradation tolerance categories. If more than one sieve is exceeding range 1 or range 2 tolerances, only the one with the largest exceedance will be counted as the gradation parameter. The master gradation should be maintained throughout production; however, price adjustments will be based on Table 1. Aggregates which are to be used in plant-mixed HMA mixtures must not contain topsoil, clay, or loam.

c. Construction. Submit a Mix Design and a Job-Mix-Formula to the Engineer. Do not begin

production and placement of the HMA until receipt of the Engineer’s approval of the Job-Mix-Formula.

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2 of 7

Maintain the binder content, aggregate gradation, and the crushed particle content of the HMA mixture within the Range 1 uniformity tolerance limits in Table 1. For all mixtures, field regress air voids content to 3.5 percent with liquid asphalt cement unless specified otherwise on HMA application estimate. All persons performing QC and QA HMA field sampling must be “Local Agency HMA Sampling Qualified” samplers. At the Pre-Production or Pre-Construction meeting, the Engineer will determine the method of sampling to be used. Ensure all sampling is done in accordance with MTM 313 (Sampling HMA Paving Mixtures) or MTM 324 (Sampling HMA Paving Mixtures Behind the Paver). Samples are to be taken from separate hauling loads. For production/mainline type paving, obtain a minimum of two samples, each being 20,000 grams, each day of production, for each mix type. The Engineer will sample and maintain possession of the sample. Sampling from the paver hopper is prohibited. Each sample will be divided into two 10,000 gram parts with one part being for initial testing and the other part being held for possible dispute resolution testing. Obtain a minimum of three samples for each mix type regardless of the number of days of production. Obtain samples that are representative of the day’s paving. Sample collection is to be spaced throughout the planned tonnage. One sample will be obtained in the first half of the tonnage and the second sample will be obtained in the second half of the tonnage. If planned paving is reduced or suspended, when paving resumes, the remaining sampling must be representative of the original intended sampling timing. All persons performing testing must be Bit Level One certified or Bit Quality Assurance/Quality Control (QA/QC) Technician certified. Daily test samples must be obtained, except, if the first test results show that the HMA mixture is in specification, the Engineer has the option of not testing additional samples from that day. At the Pre-Production or Pre-Construction meeting, the Engineer and Contractor will collectively determine the test method for measuring AC content using MTM 319 (Determination of Asphalt Content from Asphalt Paving Mixtures by the Ignition Method) or MTM 325 (Quantitative Extraction of Bitumen from HMA Paving Mixtures). Back calculation will not be allowed for determining asphalt content. Ensure all labs performing local agency acceptance testing are qualified labs per the HMA Production Manual and participate in the MDOT round robin process, or they must be AASHTO Materials Reference Laboratory (AMRL) accredited for AASHTO T 30 or T 27, and AASHTO T 164 or T 308. On non-NHS routes, Contractor labs must be made available, and may be used, but they must be qualified labs as previously stated. Contractor labs may not be used on NHS routes. Material acceptance testing will be completed by the Engineer within 14 calendar days for projects with less than 5,000 tons (plan quantity) of HMA and within 7 calendars days for projects with 5,000 tons (plan quantity) or more of HMA, after the Engineer has obtained the samples. Quality Assurance test results will be provided to the Contractor after the Engineer receives the Quality Control test results.

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3 of 7 The correlation procedure for ignition oven will be established as follows. Asphalt binder content based on ignition method from MTM 319. Gradation (ASTM D 5444) and Crushed particle content (MTM 117) based on aggregate from MTM 319. The incineration temperature will be established at the Pre-Production Meeting. The Contractor will provide a laboratory mixture sample to the acceptance laboratory to establish the correction factor for each mix. This sample must be provided to the Engineer a minimum of 14 calendar days prior to production. For production/mainline type paving, the mixture may be accepted by visual inspection up to a quantity of 500 tons per mixture type, per project (not per day). For non-production type paving defined as driveways, approaches, and patching, visual inspection may be allowed regardless of the tonnage. The mixture will be considered out-of-specification, as determined by the acceptance tests, if for any one mixture, two consecutive tests per parameter, (for Parameter 2, two consecutive aggregate gradations on one sieve) are outside Range 1 or Range 2 tolerance limits. If a parameter is outside of Range 1 tolerance limits and the second consecutive test shows that the parameter is outside of Range 2, then it will be considered to be a Range 1 out-of-specification. Consecutive refers to the production order and not necessarily the testing order. Out-of- Specification mixtures are subject to a price adjustment per the Measurement and Payment section. Contractor operations will be suspended when the mixture is determined to be out-of- specification, but contract time will continue to run. The Engineer may issue a Notice of Non- Compliance with Contract Requirements (Form 1165), if the Contractor has not suspended operations and taken corrective action. Submit a revised Job-Mix-Formula or proposed alterations to the plant and/or materials to achieve the Job-Mix-Formula to the Engineer. Effects on the AWI and mix design properties will be taken into consideration. Production and placement cannot resume until receipt of the Engineer’s approval to proceed. Pavement in-place density will be measured using one of two approved methods. The method used for measuring in-place density will be agreed upon at a pre-production or pre-construction meeting. Pavement in-place density tests will be completed by the Engineer during paving operations and prior to traffic staging changes. Pavement in-place density acceptance testing will be completed by the Engineer prior to paving of subsequent lifts and being open to traffic. Option 1 – Direct Density Method Use of a nuclear density gauge requires measuring the pavement density using the Gmm from the JMF for the density control target. The required in-place density of the HMA mixture must be 92.0 to 98.0 percent of the density control target. Nuclear density testing and frequency will be in accordance with the MDOT Density Testing and Inspection Manual. Option 2 – Roller Method The Engineer may use the Roller Method with a nuclear or non-nuclear density gauge to document achieving optimal density as discussed below.

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4 of 7 Use of the density gauge requires establishing a rolling pattern that will achieve the required in-place density. The Engineer will measure pavement density with a density gauge using the Gmm from the JMF for the density control target.

Use of the Roller Method requires developing and establishing density frequency curves, and meeting the requirements of Table 2. A density frequency curve is defined as the measurement and documentation of each pass of the finished roller until the in-place density results indicate a decrease in value. The previous recording will be deemed the optimal density. The Contractor is responsible for establishing and documenting an initial or Quality Control rolling pattern that achieves the optimal in-place density. When the density frequency curve is used, the Engineer will run and document the density frequency curve for each half day of production to determine the number of passes to achieve the maximum density. When the density frequency curve is used, the Engineer will run and document the density frequency curve for each half day of production to determine the number of passes to achieve the maximum density. Table 5, located at the end of this special provision, can be used as an aid in developing the density frequency curve. The Engineer will perform density tests using an approved nuclear or non-nuclear gauge per the manufacturer’s recommended procedures.

Table 2: Minimum Number of Rollers Recommended Based on Placement Rate

Average Laydown Rate, Square Yards per Hour

Number of Rollers Required (a)

Compaction Finish

Less than 600 1 1 (b)

601 - 1200 1 1

1201 - 2400 2 1

2401 - 3600 3 1

3601 and More 4 1

a. Number of rollers may increase based on density frequency curve. b. The compaction roller may be used as the finish roller also.

After placement, roll the HMA mixture as soon after placement as the roller is able to bear without undue displacement or cracking. Start rolling longitudinally at the sides of the lanes and proceed toward the center of the pavement, overlapping on successive trips by at least half the width of the drum. Each required roller must be 8 tons minimum in weight unless otherwise approved by the Engineer. The initial breakdown roller must be capable of vibratory compaction and must be a maximum of 500 feet behind the paving operations. The maximum allowable speed of each roller is 3 mph or 4.5 feet/second. All compaction rollers must complete a minimum of two complete rolling cycles prior to the mat temperature cooling to 180 degrees Fahrenheit (F). Continue finish rolling until all roller marks are eliminated and no further compaction is possible. The Engineer will verify and document that the roller pattern has been adhered to. The Engineer can stop production when the roller pattern is not adhered to.

d. Measurement and Payment. The completed work, as described, will be measured and paid for using applicable pay items as described in section 501.04 of the Standard Specifications for Construction, or other contract documents, except as modified below.

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5 of 7 If acceptance tests, as described in section c. of this special provision, show that a Table 1 mixture parameter exceeds the Range 1, but not the Range 2, tolerance limits, that mixture parameter will be subject to a 10 percent penalty. The 10 percent penalty will be assessed based on the acceptance tests only unless the Contractor requests that the 10,000 gram sample part retained for possible dispute resolution testing be tested. The Contractor has 4 calendar days from receipt of the acceptance test results to notify the Engineer, in writing, that dispute resolution testing is requested. The Contractors QC test results for the corresponding QA test results must result in an overall payment greater than QA test results otherwise the QA tests will not be allowed to be disputed. The Engineer has 4 calendar days to send the dispute resolution sample to the lab once dispute resolution testing is requested. The dispute resolution sample will be sent to an independent lab selected by the Local Agency, and the resultant dispute test results will be used to determine the penalty per parameter, if any. The independent lab must be a MDOT QA/QC qualified lab or an AMRL HMA qualified lab. The independent lab must not have conflicts of interest with the Contractor or Local Agency. If the dispute testing results show that the mixture parameter is out-of-specification, the Contractor will pay for the cost of the dispute resolution testing and the contract unit price for the material will be adjusted, based on all test result parameters from the dispute tests, as shown in Table 3 and Table 4. If the dispute test results do not confirm the mixture parameter is out-of-specification, then the Local Agency will pay for the cost of the dispute resolution testing and no price adjustment is required.

If acceptance tests, as described in section c. of this special provision, show that a Table 1 mixture parameter exceeds the Range 2 tolerance limits, the 10,000 gram sample part retained for possible dispute resolution testing will be sent, within 4 calendar days, to the MDOT Central Laboratory for further testing. The MDOT Central Laboratory’s test results will be used to determine the penalty per mixture parameter, if any. If the MDOT Central Laboratory’s results do not confirm the mixture parameter is out-of-specification, then no price adjustment is required. If the MDOT Central Laboratory’s results show that the mixture is out-of-specification and the Engineer approves leaving the out-of-specification mixture in place, the contract unit price for the material will be adjusted, based on all parameters, as shown in Table 3 and Table 4.

In the case that the Contractor disputes the results of the test of the second sample obtained for a particular day of production, the test turn-around time frames given would apply to the second test and there would be no time frame on the first test.

The laboratory (MDOT Central Laboratory or independent lab) will complete all Dispute Resolution testing and return test results to the Engineer, who will provide them to the contractor, within 13 calendar days upon receiving the Dispute Resolution samples. In all cases, when penalties are assessed, the penalty applies to each parameter, up to two parameters, that is out of specification.

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Table 3: Penalty Per Parameter

Mixture Parameter out- of-Specification per Acceptance Tests

Mixture Parameter out-of- Specification per Dispute Resolution

Test Lab

Price Adjustment per Parameter

NO N/A None

YES

NO None

YES

Outside Range 1 but not Range 2: decrease by 10%

Outside Range 2: decrease by 25%

The quantity of material receiving a price adjustment is defined as the material produced from the time the first out-of-specification sample was taken until the time the sample leading to the first in-specification test was taken. Each parameter of Table 1 is evaluated with the total price adjustment applied to the contract unit price based on a sum of the two parameter penalties resulting in the highest total price adjustment as per Table 4. For example, if three parameters are out-of-specification, with two parameters outside Range 1 of Table 1 tolerance limits, but within Range 2 of Table 1 limits and one parameter outside of Range 2 of Table 1 tolerance limits and the Engineer approves leaving the mixture in place, the total price adjustment for that quantity of material is 35 percent.

Table 4: Calculating Total Price Adjustment

Cost Adjustment as a Sum of the Two Highest Parameter Penalties

Number of Parameters Out-of-Specification

Range(s) Outside of Tolerance Limits of Table 1 per Parameter

Total Price Adjustment

One

Range 1 10%

Range 2 25%

Two

Range 1 & Range 1 20%



Three

Range 1, Range 1 & Range 1 20%




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Table 5: Density Frequency Curve Development

Tested by: Date/Time:

Route/Location: Air Temp:

Control Section/Job Number: Weather:

Mix Type: Tonnage: Gauge:

Producer: Depth: Gmm:

Roller #1 Type:

Pass No. Density Temperature Comments

1

2

3

4

5

6

7

8

Optimum

Roller #2 Type:


1

2

3

4

5

6

7

8

Optimum

Roller #3 Type:


1

2

3

4

5

6

7

8

Optimum

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JACKSON COUNTY DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION

FOR LOW-TRACKING BOND COAT PERMISSIVE USE, MODIFIED

JCDOT: MCA 1 of 2 01-30-18

a. Description. This work consists of furnishing a low-tracking bond coat in lieu of the

standard bond coat. All work must be in accordance with the standard specifications and applicable special provisions, except as modified herein. No deviations to acceptance test methods/procedures will be allowed.

b. Materials. The following low-tracking bond coat products are required in lieu of the

standard bond coat.

Table 1: Approved Low-Tracking Bond Coat Products

Manufacturer Product Name Specification Requirements

Blacklidge Emulsions, Inc NTSS-1HM Trackless

Tack or Approved Equal Table 2

K-Tech Specialty Coatings

AE-NT Trackless Tack or Approved Equal Table 3

Table 2: Specification Requirements for NTSS 1-HM

Parameter

Test Method Minimum

Maximum

Saybolt Furol Viscosity, SFS @ 25 degrees C AASHTO T59

15 100

Storage Stability, 24 Hrs, % AASHTO T59

-- 1

Storage Stability, 5 Days, % AASHTO T59

-- 5

Residue By Distillation, % AASHTO T59

50 --

Oil Distillate, % AASHTO T59

-- 1

Sieve Test, % AASHTO T59

-- 0.30

Tests On Residue

Penetration, @ 25 degrees C AASHTO T49

-- 20

Softening Point Range degrees C AASHTO T53

60 --

Solubility, % AASHTO T44

97.5 --

25

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Table 3: Specification Requirements for AE-NT

Parameter

Test Method Minimum

Maximum

Saybolt Furol Viscosity, SFS @ 25 degrees C AASHTO T59

15 100

Storage Stability, 5 Days, % AASHTO T59

-- 5

Residue By Distillation, % AASHTO T59

50 --

Oil Distillate, % AASHTO T59

-- 1

Sieve Test, % AASHTO T59

-- 0.30

Tests On Residue

Penetration, @ 25 degrees C AASHTO T49

-- 40

Solubility, % AASHTO T44

97.5 --

c. Construction. Construct in accordance with subsection 501.03 of the Standard


d. Measurement and Payment. The low-tracking bond will be paid for as a part of the HMA

Mixture pay items.

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SPECIAL PROVISION

FOR DR STRUCTURE, WATERPROOFING

JCDOT: JCC 1 of 1 06-28-17

a. Description. The pay item “Dr Structure, Waterproofing” includes all labor, equipment, and materials required to clean and waterproof the repaired areas of existing drainage structures. In most cases, this area will be within the top two (2) feet.

b. Materials. Mortar Type R-2 per Section 702 of the Michigan Department of Transportation 2012 Standard Specifications for Construction shall be used to coat the repaired areas.

c. Construction Methods.

1. Prior to construction, the Jackson County Department of Transportation will remove debris from the bottom of the drainage structures on the project.

2. Remove dirt and loose mortar from the inside surface of the repair area of the drainage structure with a stiff wire brush and replace any missing brick or block.

3. Moisten the inside surface of the drainage structure walls.

4. Fill joints and holes with Type R-2 Mortar and apply a 1/2” thick plaster coat of Type R-2 Mortar to the inside repair areas of the drainage structure.

d. Payment. The completed work as measured for “Dr Structure, Waterproofing” will be paid for at the contract unit price for the following contract (pay) item: Pay Item Pay Unit Dr Structure, Waterproofing Each

Jackson County Department of Transportation, Jackson MI

SPECIAL PROVISION FOR

CEMENT TREATED FULL DEPTH RECLAMATION

1 of 8

27

a. Description.

This work consists of pulverizing the existing asphalt and underlying material to the required length, width, depth, and gradation, and blending, shaping and compacting the pulverized materials with the prescribed stabilizers to create a Stabilized Base Course (SBC).

1. Contractor Qualifications

The Bidders shall provide evidence of adequate experience with the materials and processes specified for this work for at least two years and shall submit references with the bid. References must be provided for at least five road projects where the work of this nature was undertaken by them in the past two (2) years

A. References Shall Include The Following

(1) Name of owner/public agency

(2) Contact person

(3) Telephone and fax number of contact

(4) Date work was performed

(5) Quantity of work performed in square yards

b. Materials.

Material shall be in accordance with the Michigan Department of Transportation Standard Specifications for Construction and as indicated herein.

1. Pulverized and Blended SBC Material

The pulverized and blended SBC materials shall meet the following gradation requirements after blending:

2. Chemical Admixtures

Portland cement shall meet the requirements of ASTM Type 1 and Section 901 of the Michigan Department of Transportation Standard Specifications for Construction.

Sieve Size % Passing

2 in. 100

No. 4 30-65

No. 200 5-20

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2 of 8 3. Water

Water shall be in accordance with Section 911 of the Michigan Department of Transportation Standard Specifications for Construction.

c. Construction.

Construction shall be in accordance with the applicable Michigan Department of Transportation Standard Specifications for Construction and as indicated herein.

1. Full Depth Reclamation (FDR)

FDR will consist of the multi-step process to create a Stabilized Base Course (SBC) as outlined in the contract documents and as directed by the Engineer. The completed SBC shall be properly constructed to achieve the strength requirements. Cementitious materials in the SBC have workability for a limited amount of time. The Contractor shall be responsible for performing the work in an expedient manner in the time necessary to construct a SBC that meets specifications. The depth of pulverization and blending, the existing pavement, base, sub-base, or subgrade materials, required additives to be included in the SBC, and strength requirements will be indicated in the mix design in this special provision.

When pavement milling is called for in a FDR area it will be performed as a separate operation prior to the FDR. The depth of the FDR and SBC will be measured from the surface after milling.

A. Pulverization (Shaping and Compacting)

The contractor shall pulverize all pavement materials to the depth specified to create a salvaged base. Shape pulverized materials to within 1/2 inch of irregularity to the lines and grades indicated on the plans. Compact pulverized material until no further densification is achieved and make it acceptable to maintain traffic. Work shall include re-grading to attain the desired road cross slopes and shape to allow for the placement of the proposed hot mix asphalt pavement (HMA) after SBC construction, this will include the removal of any excess material required to meet grade. After the grade is accepted by the Engineer, the contractor shall commence with additive spreading and blending.

B. Aggregate Spreading

This section only applies if aggregate is a required additive indicated in the mix design. To insure accuracy and uniformity, aggregate shall be placed ahead of the pulverization process by means of a pull type paver box, pull type drop spreader, or self-propelled aggregate spreader. Gravity/tail gate spreading of the aggregate is unacceptable, unless smoothed to a uniform and proper thickness by a motor grader.

C. Dry Additive Spreading

The cementitious additive shall be applied at the rate set by the mix design using dry methods. The additive shall be spread uniformly on the pulverized material by equipment approved by the Engineer. The Contractor shall provide a square yard tarp and a calibrated scale to check the application rate of the spreader. The tarp shall be carefully picked up and weighed after the spreader has passed to assure conformance with the contract or job mix requirements. Dry additives shall be spread in a manner to minimize dusting. Dust control measures shall be employed to minimize fugitive dust. Skirting shall be provided on the spreader discharge and extend to grade. Water spray shall be available at the spreader discharge. The dry additive shall not be applied when wind conditions are such that blowing additive becomes objectionable, as determined by the Engineer.

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D. Mixing / Reclaiming / Re-Pulverization

After the cement is placed on the soil the mixing shall start as soon as necessary to successfully construct the SBC. Mix the cementitious additive and existing pulverized material to a total depth specified in the mix design to create the SBC. Use approved reclaiming equipment to thoroughly re-pulverize and blend the dry materials to create a homogenous mix of the gradation required for pulverized and blended SBC materials. A homogeneous SBC shall extend all the way the edge of curb and gutter or as indicated in the plans. It may be necessary to mix the materials along the edge of curb and gutter, wind row the material and subgrade away from the curb or pavement edge with a grader, remix and grade the materials, or other methods. Water shall be added in the mixing chamber to bring the moisture content of the blended materials to the range of optimum to 2 percent above optimum. Mixing shall be continued until all soil clods have been reduced to a maximum size of 1 inch exclusive of gravel and stone.

Longitudinal joints between successive passes shall overlap a minimum of 6-inches and transverse joints shall overlap a minimum of 2-feet. To ensure a uniformly treated section, any material/soil around manholes, utility risers, valves and adjacent to curb / gutters or in corners, shall have that material/soil pulled out at the depth of treatment where it is inaccessible to be mixed. After that material is mixed it shall be replaced to the specified depth and compacted to the lines and grades specified.

E. Spreading / Grading

After blending, the SBC shall be spread, shaped and compacted as required to achieve the minimum compressive strength requirements. The SBC shall be initially compacted with a self-propelled pad foot roller and shaped with a conventional motor grader to the lines and grades indicated in the plans, within a tolerance of not more than 1/2 inch of irregularity. Compaction shall then be continued until uniform and adequate density is obtained. During the finishing process the surface shall be kept moist by means of water spray devices that shall not erode the surface. Compaction and finishing shall be performed in such a manner so as to produce a surface free of ridges, cracks, compaction planes and loose materials. The contractor shall correct humps exceeding the ½ inch surface tolerance by trimming, milling or abrasive grinding. Feathering shall not be allowed for repair of low areas. Depressions exceeding the specified tolerance shall have a tack coat applied and filled with an HMA mixture prior to placement of the initial asphalt course, or as directed by the Engineer.

F. Compaction / Grading

Compact the reclaimed mix to at least 98% of the maximum dry density. Maximum density will be determined by Standard Proctor testing while the SBC is in a workable condition.

Use self-propelled rollers with properly operating scrapers and water spray systems. The number, weight and type of rollers shall be sufficient to achieve the required density. A pad foot roller shall be used for the initial compaction. A minimum of either a 20 ton double-drum vibratory steel wheel roller with drum wetting device or a 20 ton single drum smooth drum vibratory compactor shall be used for final rolling to eliminate pad foot marks and pneumatic tire marks and achieve density. Rolling/compacting patterns shall be established so that starting and stopping on uncompacted reclaimed material is kept to a minimum or eliminated, if possible. Starting and stopping shall be done on previously

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compacted reclaimed material or on the existing pavement. Any type of rolling that results in cracking, movement, or other types of SBC distress shall be discontinued until the problem can be resolved. Discontinuation and recommencement of rolling operations shall be at the sole discretion of the Engineer.

Compaction and grading shall continue until roller or tire marks are eliminated and the specified density and surface profile are achieved.

(1) The Contractor shall sequence operations such that compaction begins no more than 20 minutes after spreading.

(2) Final compaction shall be completed before the SBC loses compactability, and within 2½ hours of introduction of water into the mix. The Engineer may grant an extension to the number of minutes for achieving final compaction dependent on ambient conditions and compactability of the SBC.

(3) Provide a sufficient number of motor graders and rollers so that the rate of production can keep up with the rate of production of the mixing, reclaiming, repulverization and spreading equipment.

G. Proof Rolling / SBC Repair

Proof roll the SBC after the initial cure on the day of installation and/or prior to the start of work on the following day as directed by the Engineer. Repair unstable areas identified during or subsequent to proof rolling utilizing options approved by the Engineer. This could include applying additional cement and remixing the SBC, additional depth of reclamation, or other approved methods.

H. Seasonal and Weather Limitations

(1) No FDR / SBC work shall be performed before April 15th or after October 31st, unless otherwise approved by the Engineer.

(2) The weather and temperature limitations for this FDR / SBC work shall be 50o F and rising with no standing water on the existing surface.

(3) No FDR / SBC work shall be performed if there is a forecast of an atmospheric temperature below 35o F within 24 hours.

(4) Cement shall not be applied during heavy rain or other unfavorable weather conditions.

(5) Do not perform reclaiming operations when the weather conditions are such that proper mixing, shaping, and compacting of the reclaimed material cannot be accomplished.

I. Curing / Moisture Loss

Excessive moisture loss must be prevented to prevent raveling of the SBC. The Contractor’s proposed methods of preventing moisture loss shall be submitted to the Engineer for approval. Application of the HMA levelling course within two days after placement of the SBC will suffice as an appropriate seal to prevent excessive moisture loss, provided that sufficient strength gain is achieved, as determined by laboratory testing.

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J. Traffic

(1) No traffic, or equipment other than the reclaiming equipment, shall be allowed to pass over the dry cement applied to the pulverized material.

(2) Stage FDR / SBC construction to maintain one lane two-way local traffic on the streets as approved by the Engineer or indicated in the Maintaining of Traffic Plan.

(3) Open the SBC to local traffic after the SBC construction is completed and sufficiently cured to support local traffic. The SBC must be rigid, stable and unyielding as demonstrated by the ability of the SBC to support the Contractors equipment, or as determined by other means as approved by the Engineer.

(4) Property access impacts caused by SBC construction shall be kept to a minimum. The temporary short term discontinuance of vehicular access to properties due to SBC construction will be allowed as follows: (a) On weekdays, not before 8:30am and not after 4:30pm. (b) On weekends subject to local municipality restrictions. The project progress clause may contain additional requirements or restrictions.

(5) Provide sufficient compaction and grading equipment behind the Pulverizer-Reclaimer to grade/compact the material to create a suitable surface to allow traffic to enter and exit residential areas. Guide emergency vehicles to their destination without delay.

(6) Provide a sufficient number of traffic regulators to provide clear directions to all vehicles exiting and entering the work area during FDR operations.

2. Equipment

A. Pulverizer / Reclaimer

The equipment for pulverizing and mixing the existing materials shall be a self-propelled machine capable of pulverizing in-place the existing pavement at a minimum width of 8 feet at the minimum depth specified in the mix design. The cutting drum shall have the ability to operate at various speeds (RPM), independent of the machine’s forward speed, with an adjustable mechanism to control chunk size and gradation. The cutting teeth shall be capable of trimming earth, aggregate and HMA with the ability to be accurately adjusted vertically and held in place, and shall have the strength and rigidity so that it shall not develop a center deflection of more than 1/8 in (3 mm). The mixer / reclaimer shall be fitted with a computerized integral liquid proportioning system capable of regulating and monitoring the liquid application rate relative to the depth of cut. The integrated injection system shall inject water into the cutting drum during the mixing process. The metering device shall be capable of automatically adjusting the flow of water to compensate for any variation in the amount of reclaimed material introduced into the mixing chamber. Water shall be calculated on a volumetric basis correlated to a foot per minute gauge using a calibrated meter that will accurately measure the amount of water to within 0.5 percent of the rate required. Automatic digital readings shall be displayed for both the flow rate and total amount of reclaimed material and water in appropriate units of weight and time. The equipment shall be capable of mixing the additive(s) and the pulverized material into a homogenous mixture. The cutting drum shall be fully maintained and in good condition at all times during operation.

B. Spreaders or Distributors

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Equipment used to apply dry powder additives shall be non-pressurized, computer controlled, volumetric screw/vane type feeder, or similar equipment capable of providing a consistent, accurate and uniform distribution of material while minimizing dust during construction.

C. Water

Water truck(s) or other approved equipment for supplying water to the reclaimer or roadway during curing shall be provided. Such equipment shall be capable of providing a controlled and consistent spray without eroding or otherwise damaging the compacted FDR surface.

3. Quality Assurance

The Engineer will provide quality control monitoring and testing each day treatment with additives occurs. The Contractor shall notify the Engineer a minimum of 72 hours in advance so the Engineer can schedule monitoring and testing.

A. Moisture Content Testing

Field moisture content testing shall be completed on the pulverized material prior to treatment with Portland cement to establish an application rate of water that will be used to adjust the moisture content of the blended material to approximately optimum, to 2% above optimum, as determined by the Engineer from standard Proctor testing completed as part of the mix design.

B. Verification of Additive Rates

The application rate of Portland cement shall be verified at least twice per day by weighing the amount of cement deposited on a 3 foot by 3 foot square tarp that is placed in front of the spreading operation. Each series of verification tests shall include a minimum of three test locations (placement of three tarps). The cementitious stabilizer shall be applied to within a tolerance of +/- 5% of the rate specified in the mix design. Confirmation shall be based on the average of three test locations per each verification test.

C. Verification of Reclamation Depths

Reclamation depths shall be checked by manually digging holes through the treated material and spraying phenolphthalein along the sides of the holes. The depth of reclamation shall be completed to within a tolerance of +/- 1 inch of the specified depth. The reclamation depth shall be verified at least once per 1,000 square yards.

D. Compressive Strength Test Cylinders

At least two sets of three compressive strength test cylinders shall be prepared using standard Proctor methods during each day of treatment with additives. Additional sets of three shall be made where conditions vary at the discretion of the Engineer. Maximum dry densities determined by density and moisture contents of the compressive strength cylinders shall be used for density evaluation. The compressive strength test cylinders shall be wrapped in plastic and stored in sealable plastic bags.

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E. Compaction Testing

The density of the SBC will be tested every 200 feet using a nuclear densometer or other appropriate equipment to verify compliance with the project specifications.

F. Strength Testing

The compressive strength test cylinders will be tested for unconfined compressive strength in accordance with ASTM D1633 after curing for 7 days at ambient temperature, followed by a 24 hour capillary soak. Other cure periods may be used as determined by the Engineer. This testing shall be completed using the same procedures as used for the mix design.

G. Reporting

Daily field reports will be prepared as well as a final report presenting the strength testing of the field prepared compressive strength test cylinders.

H. Acceptance

The Engineer may order the following corrective actions or apply the following pay adjustments if the Contractor’s performance does not meet the requirements in this special provision. There will be no additional payment for costs, nor extensions of time granted for delays, related to deficient performance by the Contractor.

(1) Suspend deficient activity until methods or equipment are corrected.

(2) Require the Contractor to submit a corrective action plan for approval by the Engineer.

(3) Require the Contractor to remove and replace the SBC with either additional HMA Pavement, Aggregate Base, MDOT 21AA crushed natural aggregate or other approved material.

(4) Allow the SBC to remain in place if the Engineer determines it will provide the desired functionality and require that the Contractor correct the deficiencies for the remainder of the work.

(5) If the compressive strength of the SBC does not meet the specified parameters due to improper construction by the Contractor, the Engineer may determine that the SBC will function sufficiently and can remain in place with a unit price reduction for the affected quantities of the pay item for Cement Treated FDR. The unit price reduction would be proportional to the variance below the minimum and above the maximum compressive strength specification on a percentage basis.

Below Minimum Strength: Adj. Unit Price = 𝑇𝑒𝑠𝑡 𝑆𝑡𝑟𝑒𝑛𝑔𝑡ℎ

𝑀𝑖𝑛. 𝐷𝑒𝑠𝑖𝑔𝑛 𝑆𝑡𝑟𝑒𝑛𝑔𝑡ℎ x (unit price)

Above Maximum Strength: Adj. Unit Price = 𝑀𝑎𝑥. 𝐷𝑒𝑠𝑖𝑔𝑛 𝑆𝑡𝑟𝑒𝑛𝑔𝑡ℎ

𝑇𝑒𝑠𝑡 𝑆𝑡𝑟𝑒𝑛𝑔𝑡ℎ x (unit price)

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d. Measurement and Payment.

The completed work will be measured and paid for at the contract unit price for the following items:

Pay Item Pay Unit

Cement Treated Full Depth Reclamation, 12 inch, ….…….……....…..… Square Yard Cement………………..……………..…………………..………………….….……..… Ton Payment for Cement Treated Full Depth Reclamation, 12 inch, shall include all labor, equipment and materials necessary to complete the work as specified including pulverization, pre-shaping and compaction, applying and mixing the dry cement additive with the materials, preventing excessive moisture loss, spreading, compaction, fine grading, cleanup and disposal of excess and unused materials. Proof rolling, remixing the SBC and additional depth of reclamation in isolated unstable repair areas, and water will not be paid for separately but shall be included in payment for the full depth reclamation pay item. No additional payment will be made for variations in existing pavement thicknesses throughout the length of the project. Cement shall include all labor, equipment and materials to provide the dry cement for the FDR / SBC. Only cement that is incorporated into an accepted SBC will be paid for. The plan quantity for Cement includes additional quantities representing approximately 7 percent above the design application rate to address the potential for unstable areas, variability of in-situ materials, and overlap between the edges of adjacent passes of application when it can't be avoided.

35



MAINTAINING TRAFFIC JCDOT: MCA 1 of 1 02-16-18

a. General. Local traffic shall be maintained at all times during construction in accordance with Sections 104.07C, 104.11, 812, and 922 of the Michigan Department of Transportation 2012 Standard Specifications for Construction, the Michigan Manual of Uniform Traffic Control Devices (MMUTCD), and as specified herein.

b. Construction Influence Area. The Construction Influence Area (CIA) shall consist of the

project right-of-way five hundred (500) feet in all directions at all intersecting roads. In addition, the CIA shall include the limits of all construction signing.

c. Traffic Control Devices & Restrictions. All traffic control devices and their usage must conform to Part 6 of the MMUTCD. The Contractor must review, adjust, and maintain all traffic control devices on a daily basis or as directed by the Engineer. The Contractor must notify the Engineer at least 24 hours in advance of erecting construction zone signing. A minimum of one lane traffic shall be maintained at all times in order to allow access to businesses and driveways. Access to all businesses and residences must be maintained at all times and work must be coordinated with the Engineer. The Contractor must maintain all traffic control devices and is responsible for reviewing the adequacy and condition of all traffic control devices at least once per day for the duration of the project. Replacement and repair of traffic control devices as necessary will be restricted to daylight hours. Any signs damaged as a result of the Contractor’s operations must be replaced by the Contractor at their expense.

d. Measurement and Payment. Items necessary for maintaining traffic will be measured and paid for separately. All work pertaining to traffic maintenance will be paid for at the contract unit price for the following pay items.

Pay Item Pay Unit Minor Traf Devices ...........................................................................................LSUM Traf Regulator Control ......................................................................................LSUM Sign, Portable, Changeable Message, Furn .....................................................Ea Sign, Portable, Changeable Message, Oper ....................................................Ea Pavt Mrkg, Type NR, Tape, 4 inch, Yellow, Temp ............................................Ft

35



SLOPE RESTORATION, MODIFIED

JCDOT: ANK, CAC 1 of 1 01-02-18

a. Description. The work of “Slope Restoration, Modified” shall consist of preparing areasto be seeded, placing topsoil, seeding, fertilizing, mulching, anchoring mulch, and watering as shown on the plans and in accordance with Section 816 of the 2012 Standard Specifications for Construction.

b. Materials. All materials shall meet the requirements of Sections 911 and 917 of theMichigan Department of Transportation’s (MDOT) 2012 Standard Specifications for Construction.

c. Construction Methods. The Contactor shall restore disturbed areas as described inSubsection 816.03 of the MDOT’s 2012 Standard Specifications for Construction. Materials shall be placed at rates specified in Section 816 of MDOT’s 2012 Standard Specifications for Construction.

Topsoil thickness shall be placed at a minimum thickness of 3 inches. In the event that sufficient suitable topsoil is not salvaged from the grading operation, the Contractor shall furnish the additional topsoil required as part of “Slope Restoration, Modified”. The application rates for other items covered under “Slope Restoration, Modified” shall meet or exceed the rates called for in Section 816 of the MDOT’s 2012 Standard Specifications for Construction.

d. Measurement and Payment. “Slope Restoration, Modified” will be measured and paidfor based on the area restored. “Topsoil Surface, 3 inches”, “Seeding, Mix TUF”, “Fertilizer, Chemical Nutrient Cl. A”, “Mulch”, “Mulch Anchoring”, and “Water, Sodding/Seeding” shall be used and will be considered as included in the pay item “Slope Restoration, Modified”. “Water Sodding/Seeding” shall be used at the Contractor’s discretion to insure a well established turf. No separate payment will be made for these various items of work. For steep slopes and ditch bottoms, mulch blankets shall be used in place of “Mulch and “Mulch Anchoring”. Areas that are restored with mulch blankets will be paid for as Slope Restoration, Modified”.

Pay Item Unit

Slope Restoration, Modified……………………………………………………..Syd

Payment for “Slope Restoration, Modified” will be made based on the following schedule: Upon completion of the work, payment will be based on 50% of the contract unit price. After the grass germinates and the Engineer is satisfied that the amount and area of the grass germination should reasonably provide a well-established turf, the remaining balance of the contract unit price will be paid.

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DRIVEWAY APPROACH, REMOVE

JCDOT: MCA, SRS 1 of 2 03-09-18

a. Description. The pay item “Driveway Approach, Remove” includes all labor, equipment,and materials required to saw cut and remove an existing concrete driveway approach and place a base course of HMA.

b. Construction Methods. Limits of the removal will be marked by the Engineer prior tothe commencement of work. The contractor will saw cut the existing approach to its full depth at both edge of pavement and at the limits and remove and dispose of all material. Care will be taken to avoid damaging the adjacent concrete driveway. Should this occur, the damaged section will be removed and replaced by the contractor at no cost to the agency. The approach area will be excavated to a depth consistent with the detail sheet. Should unsuitable soils be encountered, an additional 4 inches of material shall be excavated and replaced with suitable aggregate. The area will then be compacted to a minimum of 98% of maximum density. Unless specified otherwise by the Engineer, a lift of HMA base material will then be placed flush with the existing road surface to a point 2 inches lower than the top of the existing adjacent driveway as shown on the detail sheet.

c. Measurement & Payment. “Driveway Approach, Remove” will be measured in squareyards, based on the area of driveway approach that is removed.

Pay Item Pay Unit

Driveway Approach, Remove ...........................................................................Syd

DRIVEWAY APPROACH, REMOVE DETAIL

NOTE:

1. REMOVAL AREA WILL BE EXCAVATED TO A DEPTH OF AT LEAST 4" OR TO

MATCH THE DEPTH OF THE EXISTING DRIVEWAY PAVEMENT IF THICKER.

2. REMOVAL LIMITS WILL BE MARKED IN THE FIELD BY THE ENGINEER PRIOR

TO THE COMMENCEMENT OF REMOVAL WORK.

3. DRIVEWAY APPROACH WILL BE TOP COATED WITH HMA DURING MAINLINE

PAVING OPERATIONS PAID FOR AS "HMA, LVSP"

DATE: MARCH 2018 PG. 2 OF 2

DRAWN BY: M.C.A. SUMMIT TOWNSHIP C.L.R.I.P.

DRIVEWAY

APPROACH, REM

(SEE NOTE)

EXISTING DRIVEWAY

SURFACE

SAWCUT

SAWCUT

EXISTING

HMA

EXISTING

AGG. BASE

EXISTING REMOVAL

4" MINIMUM

(SEE NOTE)

EXISTING HMA LANE

(WIDTH VARIES)

EXISTING DRIVEWAY

AGG. BASE

DRIVEWAY

APPROACH, REM

(SEE NOTE)

EXISTING DRIVEWAY

SURFACE

EXISTING

HMA

EXISTING

AGG. BASE

EXISTING HMA LANE

(WIDTH VARIES)

EXISTING DRIVEWAY

AGG. BASE

PLACE HMA, LVSP

PLACEMENT OF PERMANENT

BREAKER

C/L

C/L

APPROX.

2"

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LOG OF WORK ITEMS

17th St

Spring Arbor Rd/Morrell St Intersection to Franklin St – 1,330 feet

The work will consist of cold milling 2” of the existing HMA surface and placing a HMA, LVSP top course

(220 lb/syd or 2”) at a 26’ width between the Spring Arbor Rd and Morrell St intersection and Carlton Blvd

and a 22’ width between Carlton Blvd and Franklin St. The work shall also include furnishing and applying

low-tracking bond coat, included in HMA pay items, before placing HMA. Bond coat shall be placed at a

rate of 0.05 – 0.15 gallons per square yard. HMA placement at all driveway and intersection approaches

will be included in HMA pay items.

Franklin St to Washington Ave – 650 feet

The work will consist of preparing the existing surface, placing a HMA, LVSP leveling course (165 lb/syd or

1.5”), and a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 20’ width. The work shall also include furnishing

and applying low-tracking bond coat, included in HMA pay items, before placing HMA. Bond coat shall be

placed at a rate of 0.05 – 0.15 gallons per square yard. HMA placement at all driveway and intersection

approaches will be included in HMA pay items.

Driveway approach removal limits will be marked in the field by the Engineer prior to the commencement

of removal work.

Washington Ave to W. Michigan Ave – 615 feet

The work will consist of cold milling 2” of the existing HMA surface and placing a HMA, LVSP top course

(220 lb/syd or 2”) at a 26’ width. The work shall also include furnishing and applying low-tracking bond coat,

included in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons

per square yard. HMA placement at all driveway and intersection approaches will be included in HMA pay

items.

Location: Spring Arbor Rd/Morrell St Intersection to W. Michigan Ave – 2,595 feet

Use the following pay items as directed by the Engineer: Dr Structure Cover, Adj, Case 1 11 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 5,542 Syd HMA, LVSP 782 Ton HMA, 5E1 133 Ton Driveway Approach, Rem 20 Syd Slope Restoration, Modified 1,353 Syd 18th St

The work will consist of cold milling 4” of the existing HMA surface, placing a HMA, LVSP leveling course

(220 lb/syd or 2”), and placing a HMA, 5E1 top course (220 lb/syd or 2”) at a 21’ width. The work shall also

include furnishing and applying low-tracking bond coat, included in HMA pay items, before placing HMA.

Bond coat shall be placed at a rate of 0.05 – 0.15 gallons per square yard. HMA placement at all driveway

and intersection approaches will be included in HMA pay items.

Location: Spring Arbor Rd to W. Michigan Ave – 2,890 feet

40


Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 6,915 Syd HMA, LVSP 816 Ton HMA, 5E1 816 Ton Slope Restoration, Modified 2,119 Syd Gate Box, Adj, Case 1 1 Ea 19th St

Spring Arbor Rd to Morrell St – 450 feet

The work will consist of cold milling 3.5” of the existing HMA surface, placing a HMA, LVSP leveling course

(220 lb/syd or 2”), and placing a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 29’ width. The work shall

also include furnishing and applying low-tracking bond coat, included in HMA pay items, before placing

HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons per square yard. HMA placement at all

driveway and intersection approaches will be included in HMA pay items.

Morrell St to Franklin St – 1,340 feet







of removal work.

Location: Spring Arbor Rd to Franklin St – 1,790 feet


Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 1,486 Syd HMA, LVSP 472 Ton HMA, 5E1 429 Ton Driveway Approach, Rem 50 Syd Slope Restoration, Modified 983 Syd 20th St

The work will consist of preparing the existing surface and placing a HMA, LVSP top course (220 lb/syd or

2”) at a 21’ width. The work shall also include furnishing and applying low-tracking bond coat, included in

HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons per square

yard. HMA placement at all driveway and intersection approaches will be included in HMA pay items.


of removal work.

41

A sloped HMA curb shall be placed on both sides of the road between Morrell St and Carlton Blvd, paid for

as Curb Sloped, HMA.

Location: Washington Ave to the road end south of Morrell St – 2,260 feet


HMA, LVSP 647 Ton Driveway Approach, Rem 50 Syd Curb Sloped, HMA 1,500 Ft Slope Restoration, Modified 1,657 Syd Gate Box, Adj, Case 1 2 Ea 21st St






Butt joints shall be milled at the end of the curb return at W. Michigan Ave, two (2) driveways that serve the

shopping plaza on the west side of the street, and the driveway to Summit Heights Dental Care, all paid for

as Pavt for Butt Joints, Rem.


of removal work.

Location: W. Michigan Ave to the road end south of Morrell St – 2,870 feet


Dr Structure Cover, Adj, Case 1 7 Ea Pavt for Butt Joints, Rem 267 Syd HMA, LVSP 610 Ton HMA, 5E1 610 Ton Driveway Approach, Rem 150 Syd Slope Restoration, Modified 2,105 Syd Gate Box, Adj, Case 1 4 Ea 22nd St







of removal work.

A sloped HMA curb shall be placed on both sides of the road between Morrell St and Carlton Blvd, paid for

as Curb Sloped, HMA.

42

Location: Morrell St to Washington Ave – 2,025 feet


Dr Structure Cover, Adj, Case 1 2 Ea HMA, LVSP 429 Ton HMA, 5E1 429 Ton Driveway Approach, Rem 80 Syd Curb Sloped, HMA 1,500 Ft Slope Restoration, Modified 1,485 Syd Gate Box, Adj, Case 1 1 Ea 23rd St

The work includes crushing, shaping, and compacting the existing HMA surface, placing a HMA, LVSP

leveling course (220 lb/syd or 2”) followed by a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 19’ width.

The work shall also include furnishing and applying low-tracking bond coat, included in HMA pay items,

before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons per square yard. HMA

placement at all driveway and intersection approaches will be included in HMA pay items.


of removal work.



HMA Base Crushing and Shaping 4,298 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 507 Ton HMA, 5E1 381 Ton Driveway Approach, Rem 30 Syd Slope Restoration, Modified 1,453 Syd Gate Box, Adj, Case 1 4 Ea 24th St







of removal work.

Location: Morrell St to Frankin St – 1,390 feet


HMA Base Crushing and Shaping 3,166 Syd Dr Structure Cover, Adj, Case 1 3 Ea

43

Dr Structure, Temp Lowering 3 Ea HMA, LVSP 374 Ton HMA, 5E1 280 Ton Driveway Approach, Rem 30 Syd Slope Restoration, Modified 1,019 Syd Agnes St






A butt joint shall be milled at the existing edge of Kibby Rd, paid for as Pavt for Butt Joints, Rem.

Location: Kibby Rd to the road end – 1,040 feet


Dr Structure Cover, Adj, Case 1 2 Ea Pavt for Butt Joints, Rem 78 Syd HMA, LVSP 210 Ton HMA, 5E1 210 Ton Slope Restoration, Modified 763 Syd

Albright Dr






Location: McCain Rd to Thorntree Blvd – 1,560 feet


HMA Base Crushing and Shaping 3,731 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 440 Ton HMA, 5E1 330 Ton Slope Restoration, Modified 1,144 Syd Gate Box, Adj, Case 1 1 Ea Allston Dr






44

Location: Road end north of Harwich Ln to road end east of Pine Ridge Dr – 1,930 feet


Dr Structure Cover, Adj, Case 1 3 Ea HMA, LVSP 389 Ton HMA, 5E1 389 Ton Slope Restoration, Modified 1,415 Syd Arbor Hills Rd

The work includes crushing, shaping, and compacting the existing HMA surface and placing a HMA, LVSP





Location: McCain Rd to Pioneer Dr – 2,434 feet.


HMA Base Crushing and Shaping 5,544 Syd Dr Structure Cover, Adj, Case 1 5 Ea Dr Structure, Temp Lowering 5 Ea HMA, LVSP 654 Ton HMA, 5E1 491 Ton Slope Restoration, Modified 1,785 Syd Ashton Rd







of removal work.

Location: Morrell St to Westwood Blvd – 800 feet


HMA Base Crushing and Shaping 1,913 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 226 Ton HMA, 5E1 169 Ton Driveway Approach, Rem 80 Syd Slope Restoration, Modified 587 Syd

45

Berkshire Blvd






Location: Cantabury Ln to the road end – 480 feet


HMA Base Crushing and Shaping 1,093 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 129 Ton HMA, 5E1 97 Ton Slope Restoration, Modified 352 Syd Birchwood St


(165 lb/syd or 1.5”), and a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 29’ width. The work shall also




Segments of the existing C4 curb will be marked for removal prior to milling operations and shall be replaced

according to MDOT Standard Plan R-30-G.

Location: Rutledge St to the road end south of Kirkwood St – 1,175 feet


Curb and Gutter, Rem 195 Ft Dr Structure Cover, Adj, Case 1 9 Ea Dr Structure, Waterproofing 4 Ea Erosion Control, Inlet Protection, Fabric Drop 4 Ea Cold Milling HMA Surface 3,966 Syd HMA, LVSP 344 Ton HMA, 5E1 344 Ton Curb and Gutter, Conc, Det C4 195 Ft Slope Restoration, Modified 65 Syd Bittersweet Blvd






Location: McCain Rd to Thorntree Blvd – 710 feet

46


HMA Base Crushing and Shaping 1,617 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 191 Ton HMA, 5E1 143 Ton Slope Restoration, Modified 521 Syd Brookside Blvd

This work includes crushing, shaping, and compacting the existing HMA surface and placing a HMA, LVSP





Location: Horton Rd to Vrooman Rd – 2,285 feet


HMA Base Crushing and Shaping 5,205 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 614 Ton HMA, 5E1 461 Ton Slope Restoration, Modified 1,676 Syd Gate Box, Adj, Case 1 1 Ea Butternut Trail

The work will consist of preparing the existing surface and placing a HMA, 5E1 top course (165 lb/syd or

1.5”) at a 20’ width. The work shall also include furnishing and applying low-tracking bond coat, included in



Location: Halstead Blvd to the road end – 110 feet

Use the following pay item as directed by the Engineer:

HMA, 5E1 22 Ton Slope Restoration, Modified 81 Syd Cantabury Ln






Location: Lancashire Dr to Sheffield Dr – 962 feet


47

HMA Base Crushing and Shaping 2,191 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 259 Ton HMA, 5E1 194 Ton Slope Restoration, Modified 705 Syd Carlton Blvd






Butt joints shall be milled at the end of the curb return at Brown St, the driveway serving Sheets Family

Dentistry, and the parking lot across from Sheets Family Dentistry, all paid for as Pavt for Butt Joints, Rem.


of removal work.

Location: 24th St to Brown St – 2,624 feet. Not to be confused with Carlton St.


Dr Structure Cover, Adj, Case 1 14 Ea Pavt for Butt Joints, Rem 268 Syd HMA, LVSP 609 Ton HMA, 5E1 609 Ton Driveway Approach, Rem 40 Syd Slope Restoration, Modified 1,924 Syd Gate Box, Adj, Case 1 3 Ea Carlton St






Location: Tefft Ave to the road end east of Leo Rd – 2,300 feet. Not to be confused with Carlton Blvd.


Dr Structure Cover, Adj, Case 1 2 Ea HMA, LVSP 464 Ton HMA, 5E1 464 Ton Slope Restoration, Modified 1,687 Syd Cascade Ct


(165 lb/syd or 1.5”), and placing a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 28’ width and at a 16’ lane

48

width around the island within the cul-de-sac. The work shall also include furnishing and applying low-

tracking bond coat, included in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of

0.05 – 0.15 gallons per square yard. HMA placement at all driveway and intersection approaches will be

included in HMA pay items.



Location: Kibby Rd to the road end (cul-de-sac) – 1,082 feet


Curb and Gutter, Rem 300 Ft Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Waterproofing 7 Ea Erosion Control, Inlet Protection, Fabric Drop 7 Ea Cold Milling HMA Surface 3,198 Syd HMA, LVSP 285 Ton HMA, 5E1 285 Ton Curb and Gutter, Conc, Det C4 300 Ft Slope Restoration, Modified 100 Syd Chateau Dr






A butt joint shall be milled at the existing edge of Springbrook Rd, paid for as Pavt for Butt Joints, Rem.

Location: Springbrook Rd to the road end – 1,350 feet


Pavt for Butt Joints, Rem 78 Syd HMA, LVSP 272 Ton HMA, 5E1 272 Ton Slope Restoration, Modified 990 Syd Cherrywood Dr






A butt joint shall be milled at the end of the road certification, paid for as Pavt for Butt Joints, Rem.

Location: Hazelwood Blvd to the end of the certified road – 193 feet. The official certification for this road

ends prior to the actual road end.

49


Pavt for Butt Joints, Rem 78 Syd HMA, LVSP 39 Ton HMA, LVSP 39 Ton Slope Restoration, Modified 142 Syd Christopher Rd








Location: Kirkwood St to Westchester Blvd – 1,050 feet


Curb and Gutter, Rem 135 Ft Dr Structure Cover, Adj, Case 1 12 Ea Dr Structure, Waterproofing 4 Ea Erosion Control, Inlet Protection, Fabric Drop 4 Ea Cold Milling HMA Surface 3,503 Syd HMA, LVSP 307 Ton HMA, 5E1 307 Ton Curb and Gutter, Conc, Det C4 135 Ft Slope Restoration, Modified 45 Syd Cobb Rd

The work includes cold milling 3.5” of the existing HMA surface, cement treated full-depth reclamation

(FDR) work, and placing a HMA, LVSP leveling course (220 lb/syd or 2”) followed by a HMA, 5E1 top course

(165 lb/syd or 1.5”) at a 21’ width. The work shall also include furnishing and applying low-tracking bond

coat, included in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15

gallons per square yard. HMA placement at all driveway and intersection approaches will be included in

HMA pay items.

Location: Kibby Rd to Wallace Dr – 2,355 feet


Cement Treated FDR 5,550 Syd Dr Structure Cover, Adj, Case 1 5 Ea Dr Structure, Temp Lowering 5 Ea Cement 139 Ton Cold Milling HMA Surface 5,550 Syd HMA, LVSP 657 Ton HMA, 5E1 493 Ton Slope Restoration, Modified 1,727 Syd

50

Commons Blvd






HMA pay items.



Location: Robinson Rd to W. Main St – 1,800 feet


Curb and Gutter, Rem 200 Ft Cement Treated FDR 8,071 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea Dr Structure, Waterproofing 10 Ea Cement 202 Ton Erosion Control, Inlet Protection, Fabric Drop 10 Ea Cold Milling HMA Surface 8,071 Syd HMA, LVSP 962 Ton HMA, 5E1 722 Ton Curb and Gutter, Conc, Det C4 200 Ft Slope Restoration, Modified 67 Syd Cortland Blvd (24th St to the cul-de-sac)

Cul-de-Sac – 56’ diameter

The work will consist of cold milling 1.5” of the existing HMA surface and then placing an HMA, 5E1 top

course (165 lb/syd or 1.5”) in the cul-de-sac with a 56’ diameter. The work shall also include furnishing and

applying low-tracking bond coat, included in HMA pay items, before placing HMA. Bond coat shall be placed

at a rate of 0.05 – 0.15 gallons per square yard. HMA placement at all driveway and intersection approaches

will be included in HMA pay items.

24th St to the cul-de-sac – 315 feet


1.5”), and placing a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 19’ width. The work shall also include

furnishing and applying low-tracking bond coat, included in HMA pay items, before placing HMA. Bond coat

shall be placed at a rate of 0.05 – 0.15 gallons per square yard. HMA placement at all driveway and

intersection approaches will be included in HMA pay items.


of removal work.

Location: 24th St to the road end (cul-de-sac) – 315 feet


Dr Structure, Waterproofing 1 Ea

51

Erosion Control, Inlet Protection, Fabric Drop 1 Ea Cold Milling HMA Surface 274 Syd Pavt for Butt Joints, Rem 74 Syd HMA, LVSP 60 Ton HMA, 5E1 85 Ton Driveway Approach, Rem 10 Syd Slope Restoration, Modified 231 Syd Cortland Blvd (18th St to 21st St)

The work includes crushing, shaping, and compacting the existing HMA surface then placing a HMA, LVSP






of removal work.

Location: 18th St to 21st St – 970 feet


HMA Base Crushing and Shaping 2,044 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 241 Ton HMA, 5E1 181 Ton Driveway Approach, Rem 50 Syd Slope Restoration, Modified 711 Syd Country Ln

The work will consist of cold milling 2” of the existing HMA surface and then placing a HMA, LVSP top

course (220 lb/syd or 2”) at a 21’ width. The work shall also include furnishing and applying low-tracking

bond coat, included in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 –

0.15 gallons per square yard. HMA placement at all driveway and intersection approaches will be included

in HMA pay items.

The existing concrete D2 curb located within the inner portion of the cul-de-sac shall remain in place.

Location: Mill Pond to the road end – 3,177 feet


Dr Structure Cover, Adj, Case 1 7 Ea Cold Milling HMA Surface 7,935 Syd HMA, LVSP 960 Ton Slope Restoration, Modified 2,330 Syd Country Manor


leveling course (220 lb/syd or 2”) followed by a HMA, 5E1 top course (165 lb/syd or 1.5”) at an 18’ width.

52




A sloped HMA curb shall be placed in the median island of the street immediately north of Vrooman Rd,

paid for as Curb Sloped, HMA.

Location: Vrooman Rd to the road end – 794 feet


HMA Base Crushing and Shaping 2,083 Syd HMA, LVSP 246 Ton HMA, 5E1 184 Ton Curb Sloped, HMA 200 Ft Slope Restoration, Modified 582 Syd Craft Ct





in HMA pay items.

Location: Spring Arbor Rd to the road end (cul-de-sac) – 358 feet


Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 2,072 Syd HMA, LVSP 243 Ton Crestwood Ln






A butt joint shall be milled at the existing edge of McCain Rd, paid for as Pavt for Butt Joints, Rem.

Location: McCain Rd to Westfield Dr – 1,442 feet


Dr Structure Cover, Adj, Case 1 3 Ea Pavt for Butt Joints, Rem 74 Syd HMA, LVSP 276 Ton HMA, 5E1 276 Ton Slope Restoration, Modified 1,057 Syd

53

Gate Box, Adj, Case 1 1 Ea Dartmoor Ln






Location: Ridgeway Rd to Kenilworth Rd – 495 feet


HMA Base Crushing and Shaping 1,240 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 146 Ton HMA, 5E1 110 Ton Slope Restoration, Modified 363 Syd Dawn St






HMA pay items.

Location: Cobb Rd to Wallace Dr – 1,120 feet


Cement Treated FDR 2,609 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea Cement 65 Ton Cold Milling HMA Surface 2,609 Syd HMA, LVSP 301 Ton HMA, 5E1 226 Ton Slope Restoration, Modified 821 Syd Deer Ridge Rd






Location: Timbercrest Trail to Squires Manor Rd – 1,390 feet


54

HMA Base Crushing and Shaping 3,166 Syd HMA, LVSP 374 Ton HMA, 5E1 280 Ton Slope Restoration, Modified 1,019 Syd Deerfield Dr





in HMA pay items.



Location: Westchester Blvd to Rutledge St – 1,085 feet


Curb and Gutter, Rem 65 Ft Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Waterproofing 4 Ea Erosion Control, Inlet Protection, Fabric Drop 4 Ea Cold Milling HMA Surface 3,556 Syd HMA, LVSP 423 Ton Curb and Gutter, Conc, Det C4 65 Ft Slope Restoration, Modified 22 Syd Depuy Ave


2”) at a 24’ width between Franklin St and Washington Ave, and at a 20’ width between Washington Ave

and the road end. The work shall also include furnishing and applying low-tracking bond coat, included in



A sloped HMA curb shall be placed on both sides of the road between Franklin St and Washington Ave,


Location: Franklin St to the road end north of Washington Ave – 1,220 feet


Dr Structure Cover, Adj, Case 1 1 Ea HMA, LVSP 372 Ton Curb Sloped, HMA 1,220 Ft Slope Restoration, Modified 895 Syd Gate Box, Adj, Case 1 1 Ea Dibble Rd


1.5”) approximately 23’ wide. The work shall also include furnishing and applying low-tracking bond coat,

55

included in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons

per square yard. HMA placement at all driveway and intersection approaches will be included in HMA pay

items.


Location: Kibby Rd to Purdy Dr – 2,605 feet


Pavt for Butt Joints, Rem 89 Syd HMA, 5E1 604 Ton Curb Vertical, HMA 100 Ft Slope Restoration, Modified 1,910 Syd Dorset Dr

The work will consist of cold milling 3.5” of the existing HMA surface, cement treated full-depth reclamation

(FDR) work, placing a HMA, LVSP leveling course (220 lb/syd or 2”), and placing an HMA, 5E1 top course




HMA pay items.

Location: Westchester Blvd to Rutledge St – 1,115 feet


Cement Treated FDR 3,713 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Waterproofing 6 Ea Erosion Control, Inlet Protection, Fabric Drop 6 Ea Cement 93 Ton Cold Milling HMA Surface 3,713 Syd HMA, LVSP 435 Ton HMA, 5E1 326 Ton Dorvin Dr






Location: Spring Arbor Rd to Tricia Dr – 1,950 feet


HMA Base Crushing and Shaping 4,442 Syd HMA, LVSP 524 Ton HMA, 5E1 393 Ton Slope Restoration, Modified 1,430 Syd

56

E. Coachlight Dr






Location: Connects with W. Coachlight Dr on both ends – 1,260 feet


Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Waterproofing 4 Ea Erosion Control, Inlet Protection, Fabric Drop 4 Ea Cold Milling HMA Surface 4,680 Syd HMA, LVSP 559 Ton HMA, 5E1 419 Ton E. Primilia Ln






Segments of the existing C4 curb will be marked for removal prior to crushing operations and shall be

replaced according to MDOT Standard Plan R-30-G.

Location: Whispering Woods Dr to the road end (cul-de-sac) – 590 feet


Curb and Gutter, Rem 20 Ft Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea Dr Structure, Waterproofing 5 Ea Erosion Control, Inlet Protection, Fabric Drop 5 Ea HMA Base Crushing and Shaping 2,217 Syd HMA, LVSP 262 Ton HMA, 5E1 196 Ton Curb and Gutter, Conc, Det C4 20 Ft Slope Restoration, Modified 7 Syd Englewood St





Location: Ravenwood St to the road end – 530 feet

57


HMA, 5E1 107 Ton Slope Restoration, Modified 389 Syd Fernwood Ave








HMA Base Crushing and Shaping 4,774 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 564 Ton HMA, 5E1 423 Ton Slope Restoration, Modified 1,464 Syd Foote Manor Dr







of removal work.

Location: Spring Arbor Rd to Westwood Blvd – 881 feet


HMA Base Crushing and Shaping 2,007 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 237 Ton HMA, 5E1 178 Ton Driveway Approach, Rem 30 Syd Slope Restoration, Modified 646 Syd Forest Ave






58

Location: Washington Ave to W. Main St – 570 feet


HMA, LVSP 121 Ton HMA, 5E1 121 Ton Slope Restoration, Modified 418 Syd Forest Lake Dr






A butt joint shall be milled at the existing edge of Horton Rd, paid for as Pavt for Butt Joints, Rem.

Location: Horton Rd to Wendell Ln – 905 feet


Dr Structure Cover, Adj, Case 1 1 Ea Pavt for Butt Joints, Rem 74 Syd HMA, LVSP 173 Ton HMA, 5E1 173 Ton Slope Restoration, Modified 664 Syd Franklin St (24th St to Brown St)





A butt joint shall be milled at the existing edge of Brown St, paid for as Pavt for Butt Joints, Rem.


of removal work.

Location: 24th St to Brown St – 2,629 feet


Dr Structure Cover, Adj, Case 1 23 Ea Pavt for Butt Joints, Rem 85 Syd HMA, LVSP 765 Ton Driveway Approach, Rem 80 Syd Slope Restoration, Modified 1,928 Syd Franklin St (Road end west of Fernwood Ave to road end east of Depuy Ave)


2”) an 18’ width between the west end of the road and Fernwood Ave, a 20’ width between Fernwood Ave

59

and Leo Rd, and a 24’ width between Leo Rd and the east end of the road east of Depuy Ave. The work

shall also include furnishing and applying low-tracking bond coat, included in HMA pay items, before placing



A sloped HMA curb shall be placed at various locations along the road, and the Engineer will specify the

location(s) of the sloped curb.

Location: Road end west of Fernwood Ave to the road end east of Depuy Ave – 2,210 feet


Dr Structure Cover, Adj, Case 1 3 Ea HMA, LVSP 643 Ton Curb Sloped, HMA 2,300 Ft Slope Restoration, Modified 1,621 Syd Gaitway






Location: Surrey Ln to the road end (cul-de-sac) – 110 feet


HMA, LVSP 73 Ton HMA, 5E1 73 Ton Slope Restoration, Modified 81 Syd Ganton Dr The work includes crushing, shaping, and compacting the existing HMA surface and placing a HMA, LVSP





Location: McCain Rd to the road end– 1,714 feet


HMA Base Crushing and Shaping 4,645 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea HMA, LVSP 548 Ton HMA, 5E1 411 Ton Slope Restoration, Modified 1,257 Syd

60

Gimmill St






Location: Glenngarry Rd to Maple Dr – 755 feet


HMA Base Crushing and Shaping 1,720 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 203 Ton HMA, 5E1 152 Ton Slope Restoration, Modified 554 Syd Glenngarry Rd

Smiley Way to Gimmill St – 917 feet






Gimmill St to the road end (cul-de-sac) – 465 feet






Location: Smiley Way to the road end – 1,382 feet


HMA Base Crushing and Shaping 2,089 Syd Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 417 Ton HMA, 5E1 355 Ton Slope Restoration, Modified 1,013 Syd Golf Club Blvd






61

Location: Horton Rd to Happy Valley Blvd – 842 feet


HMA Base Crushing and Shaping 1,726 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 204 Ton HMA, 5E1 153 Ton Slope Restoration, Modified 617 Syd Halstead Blvd






A sloped HMA curb shall be placed on the east side of the road between Hazelwood Blvd and Morrell St,


Location: Morrell St to Bittersweet Blvd – 3,672 feet


HMA Base Crushing and Shaping 8,782 Syd Dr Structure Cover, Adj, Case 1 11 Ea Dr Structure, Temp Lowering 11 Ea HMA, LVSP 1,037 Ton HMA, 5E1 778 Ton Curb Sloped, HMA 200 Ft Slope Restoration, Modified 2,693 Syd Happy Valley Blvd






Location: Horton Rd to Vrooman Rd – 2,910 feet


HMA Base Crushing and Shaping 6,297 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea HMA, LVSP 743 Ton HMA, 5E1 558 Ton Slope Restoration, Modified 2,134 Syd Gate Box, Adj, Case 1 1 Ea

62

Harben Rd






Location: Loren Rd to the road end (cul-de-sac) – 2,150 feet


Dr Structure Cover, Adj, Case 1 5 Ea HMA, LVSP 521 Ton HMA, 5E1 521 Ton Slope Restoration, Modified 1,577 Syd Harwich Ln






Location: Road end west of Allston Dr to the road end east of Pine Ridge Dr – 960 feet


Dr Structure Cover, Adj, Case 1 1 Ea HMA, LVSP 194 Ton HMA, 5E1 194 Ton Slope Restoration, Modified 704 Syd Hathaway Ln






Location: Country Manor to the road end east of Maple Dale Rd – 2,002 feet


HMA Base Crushing and Shaping 4,788 Syd HMA, LVSP 565 Ton HMA, 5E1 424 Ton Slope Restoration, Modified 1,468 Syd

63

Hazelwood Blvd






Location: Bittersweet Blvd to Halstead Blvd – 2,178 feet


Dr Structure Cover, Adj, Case 1 5 Ea HMA, LVSP 439 Ton HMA, 5E1 439 Ton Slope Restoration, Modified 1,597 Syd Hearthstone Blvd






Location: Hazelwood Blvd to the road end – 507 feet


Dr Structure Cover, Adj, Case 1 1 Ea HMA, LVSP 102 Ton HMA, LVSP 102 Ton Slope Restoration, Modified 372 Syd Hillcrest Blvd








HMA Base Crushing and Shaping 1,913 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 226 Ton HMA, 5E1 169 Ton Slope Restoration, Modified 616 Syd

64

Horseshoe Pass






Location: Timbercrest Trail to the road end – 350 feet


HMA Base Crushing and Shaping 837 Syd HMA, LVSP 99 Ton HMA, 5E1 74 Ton Slope Restoration, Modified 257 Syd Huntington Dr






Location: Ridgeway Rd to Pinehurst Dr – 1,045 feet


HMA Base Crushing and Shaping 2,380 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 281 Ton HMA, 5E1 211 Ton Slope Restoration, Modified 766 Syd Indian Trail






Location: Maulelane Dr to Chateau Dr – 1,100 feet


HMA, LVSP 222 Ton HMA, 5E1 222 Ton Slope Restoration, Modified 807 Syd

65

Jamaica Dr







Location: Kibby Rd to the road end – 540 feet


Dr Structure Cover, Adj, Case 1 2 Ea Pavt for Butt Joints, Rem 78 Syd HMA, LVSP 109 Ton HMA, 5E1 109 Ton Slope Restoration, Modified 396 Syd Kenilworth Rd






Location: Huntington Dr to Dartmoor Ln – 1,455 feet


HMA Base Crushing and Shaping 3,480 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 411 Ton HMA, 5E1 308 Ton Slope Restoration, Modified 1,067 Syd Kimberly Dr






Location: Christopher Rd to the road end – 145 feet


Cold Milling HMA Surface 527 Syd HMA, LVSP 42 Ton HMA, 5E1 42 Ton

66

Kimmel Rd






A 2.5’ aggregate shoulder shall be placed along the length of the road on both sides.

Location: Thorne Rd to S. Jackson Rd – 14,369 feet


HMA Base Crushing and Shaping 36,002 Syd Shoulder, Cl II 2,213 Ton HMA, LVSP 4,250 Ton HMA, 5E1 3,188 Ton Monument Preservation 9 Ea Kirkwood St



(165 lb/syd or 1.5”) at a 33’ width between Robinson Rd and Rutledge St and a 29’ width between Rutledge

St and the road end. The work shall also include furnishing and applying low-tracking bond coat, included

in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons per

square yard. HMA placement at all driveway and intersection approaches will be included in HMA pay

items.



Location: Robinson Rd to the road end – 2,268 feet


Curb and Gutter, Rem 525 Ft Cement Treated FDR 7,459 Syd Dr Structure Cover, Adj, Case 1 12 Ea Dr Structure, Waterproofing 5 Ea Erosion Control, Inlet Protection, Fabric Drop 5 Ea Cement 186 Ton Cold Milling HMA Surface 7,459 Syd HMA, LVSP 903 Ton HMA, 5E1 677 Ton Curb and Gutter, Conc, Det C4 525 Ft Slope Restoration, Modified 175 Syd Lancashire Dr



67




Location: Ridgeway Rd to Sheffield Dr – 2,056 feet


HMA Base Crushing and Shaping 4,917 Syd Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Temp Lowering 4 Ea HMA, LVSP 580 Ton HMA, 5E1 435 Ton Slope Restoration, Modified 1,508 Syd Lee Willa Dr






Location: Loren Rd to Leland Dr – 875 feet


HMA Base Crushing and Shaping 1,993 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 235 Ton HMA, 5E1 176 Ton Slope Restoration, Modified 642 Syd Leland Dr






Location: Kibby Rd to Loren Rd – 1,375 feet


HMA Base Crushing and Shaping 3,132 Syd Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Temp Lowering 4 Ea HMA, LVSP 370 Ton HMA, 5E1 277 Ton Slope Restoration, Modified 1,008 Syd

68

Leo Rd






Location: Morrell St to Franklin St – 1,350 feet


Dr Structure Cover, Adj, Case 1 5 Ea HMA, LVSP 272 Ton HMA, 5E1 272 Ton Slope Restoration, Modified 990 Syd Levant St






Location: Spring Arbor Rd to Smalley St – 2,200 feet


HMA Base Crushing and Shaping 5,262 Syd Dr Structure Cover, Adj, Case 1 6 Ea Dr Structure, Temp Lowering 6 Ea HMA, LVSP 621 Ton HMA, 5E1 466 Ton Slope Restoration, Modified 1,613 Syd Lookout Cir






Location: Timbercrest Trail to the road end – 270 feet


HMA Base Crushing and Shaping 968 Syd HMA, LVSP 114 Ton HMA, 5E1 86 Ton Slope Restoration, Modified 198 Syd

69

Loren Rd






Location: Kibby Rd to the road end (cul-de-sac) – 2,155 feet


HMA Base Crushing and Shaping 5,728 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea HMA, LVSP 676 Ton HMA, 5E1 507 Ton Slope Restoration, Modified 1,580 Syd Lowe Rd






Location: Horton Rd to Ridgeway Rd – 602 feet


HMA Base Crushing and Shaping 1,440 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 170 Ton HMA, 5E1 127 Ton Slope Restoration, Modified 441 Syd Maple Dale Rd






Location: Vrooman Rd to the road end – 925 feet. This is the segment north of Vrooman Rd.


HMA Base Crushing and Shaping 2,107 Syd HMA, LVSP 249 Ton HMA, 5E1 187 Ton Slope Restoration, Modified 678 Syd

70

Maple Dale Rd







Location: Vrooman Rd to Kimmel Rd – 10,600 feet.


HMA Base Crushing and Shaping 25,352 Syd Shoulder, Cl II 1,632 Ton HMA, LVSP 2,993 Ton HMA, 5E1 2,245 Ton Maple Dr






Location: Spring Arbor Rd to McCain Rd – 2,415 feet


HMA Base Crushing and Shaping 5,501 Syd Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Temp Lowering 7 Ea HMA, LVSP 649 Ton HMA, 5E1 487 Ton Slope Restoration, Modified 1,771 Syd Gate Box, Adj, Case 1 2 Ea Marion Ave





A sloped HMA curb shall be placed on both sides of the road for the full length, paid for as Curb Sloped,

HMA.

Location: Franklin St to Washington Ave – 655 feet


71

Dr Structure Cover, Adj, Case 1 1 Ea HMA, LVSP 211 Ton Curb Sloped, HMA 1,310 Ft Slope Restoration, Modified 480 Syd Gate Box, Adj, Case 1 1 Ea Maulelane Dr






A butt joint shall be milled at the existing edge of Springbrook Rd, paid for as Pavt for Butt Joints, Rem.

Location: Springbrook Rd to the road end – 1,146 feet


Pavt for Butt Joints, Rem 74 Syd HMA, LVSP 239 Ton HMA, 5E1 239 Ton Slope Restoration, Modified 840 Syd Mayfield Dr








Location: Kirkwood St to Christopher Rd – 1,160 feet


Curb and Gutter, Rem 360 Ft Dr Structure Cover, Adj, Case 1 10 Ea Dr Structure, Waterproofing 6 Ea Erosion Control, Inlet Protection, Fabric Drop 6 Ea Cold Milling HMA Surface 3,858 Syd HMA, LVSP 339 Ton HMA, 5E1 339 Ton Curb and Gutter, Conc, Det C4 360 Ft Slope Restoration, Modified 120 Syd Meadowbrook Ln



72




Location: Springbrook Rd to the road end – 962 feet


HMA Base Crushing and Shaping 2,948 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 348 Ton HMA, 5E1 261 Ton Slope Restoration, Modified 705 Syd Meadows Dr

The work will consist of cold milling 1.5” of the existing HMA surface and then placing a HMA, 5E1 top

course (165 lb/syd or 1.5”) at a 32’ width. The work shall also include furnishing and applying low-tracking



in HMA pay items.

Segments of the existing D2 curb will be marked for removal prior to milling operations and shall be replaced


Location: Pemberton Ln to the road end – 1,840 feet


Curb and Gutter, Rem 20 Ft Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Waterproofing 10 Ea Erosion Control, Inlet Protection, Fabric Drop 10 Ea Cold Milling HMA Surface 6,602 Syd HMA, 5E1 594 Ton Curb and Gutter, Conc, Det D2 20 Ft Slope Restoration, Modified 7 Syd Midday St






HMA pay items.



Cement Treated FDR 2,609 Syd Dr Structure Cover, Adj, Case 1 2 Ea

73

Dr Structure, Temp Lowering 2 Ea Cement 65 Ton Cold Milling HMA Surface 2,609 Syd HMA, LVSP 301 Ton HMA, 5E1 226 Ton Slope Restoration, Modified 821 Syd Mill Pond





in HMA pay items.

Location: Spring Hill to Country Ln – 350 feet


Cold Milling HMA Surface 976 Syd HMA, LVSP 104 Ton Slope Restoration, Modified 257 Syd Mill Run





in HMA pay items.

The existing concrete D2 curb located within the inside “island” of the cul-de-sac shall remain in place.

Location: Country Ln to the road end – 1,110 feet


Dr Structure Cover, Adj, Case 1 2 Ea Cold Milling HMA Surface 2,527 Syd HMA, LVSP 298 Ton Slope Restoration, Modified 814 Syd Morrell St

Robinson Rd to 350’ East of Robinson Rd – 350 feet

The work will consist of cold milling 1.5” of the existing HMA surface and placing a HMA, 5E1 top course




HMA pay items.

The existing C4 curb along the south side of Morrell St in this area shall remain in place.

74

350’ East of Robinson Rd to Woodbine Blvd – 4,153 feet






Butt joints shall be milled at two (2) separate entrances to the Oak Grove Condominiums development, with

one butt joint at Northgate Dr and another butt joint at Wellington Ln, paid for as Pavt for Butt Joints, Rem.

Woodbine Blvd to Spring Arbor Rd – 3,428 feet







of removal work.

A sloped HMA curb shall be placed on the south side of the road between 18th St and 20th St, paid for as

Curb Sloped, HMA.

Location: Robinson Rd to Spring Arbor Rd – 7,931 feet


HMA Base Crushing and Shaping 8,589 Syd Dr Structure Cover, Adj, Case 1 24 Ea Dr Structure, Temp Lowering 16 Ea Cold Milling HMA Surface 993 Syd Pavt for Butt Joints, Rem 252 Syd HMA, LVSP 1,935 Ton HMA, 5E1 1,766 Ton Driveway Approach, Rem** 90 Syd Curb Sloped, HMA 225 Ft Slope Restoration, Modified 5,677 Syd Monument Preservation 1 Ea **Between Woodbine Blvd and Spring Arbor Rd N. St. Anthony Dr






Location: St. Anthony Dr to the road end – 870 feet


75

HMA Base Crushing and Shaping 2,081 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 246 Ton HMA, 5E1 184 Ton Slope Restoration, Modified 638 Syd Oak Grove Rd

Woodbine Blvd to Springcrest Blvd – 720 feet The work will consist of preparing the existing surface, placing a HMA, LVSP leveling course (165 lb/syd or






of removal work.

Springcrest Blvd to Foote Manor Dr – 893 feet The work includes crushing, shaping, and compacting the existing HMA surface and placing a HMA, LVSP






of removal work.

Location: Woodbine Blvd to Foote Manor Dr – 1,613 feet


HMA Base Crushing and Shaping 1,932 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 373 Ton HMA, 5E1 316 Ton Driveway Approach, Rem 80 Syd Slope Restoration, Modified 1,183 Syd Paddock Ln






Location: Surrey Ln to the end of the road certification – 1,235 feet. The official certification for this road

ends prior to the actual road end.


76

HMA, LVSP 249 Ton HMA, 5E1 249 Ton Slope Restoration, Modified 906 Syd Parkside Blvd








HMA Base Crushing and Shaping 2,061 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 243 Ton HMA, 5E1 183 Ton Slope Restoration, Modified 664 Syd Parview Dr






Location: Dorvin Dr to the road end – 348 feet.


HMA Base Crushing and Shaping 753 Syd HMA, LVSP 89 Ton HMA, 5E1 67 Ton Slope Restoration, Modified 255 Syd Pats Way






Location: Horton Rd to the road end (cul-de-sac) – 700 feet


Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea

77

Cold Milling HMA Surface 2,051 Syd HMA, LVSP 241 Ton HMA, 5E1 181 Ton Pemberton Ln





in HMA pay items.



Location: Meadows Dr to Thorncrest Dr – 2,980 feet


Curb and Gutter, Rem 10 Ft Dr Structure Cover, Adj, Case 1 13 Ea Dr Structure, Waterproofing 21 Ea Erosion Control, Inlet Protection, Fabric Drop 21 Ea Cold Milling HMA Surface 10,716 Syd HMA, 5E1 962 Ton Curb and Gutter, Conc, Det D2 10 Ft Slope Restoration, Modified 3 Syd Pine Ridge Dr

Kibby Rd to Allston Dr – 1,337 feet






Allston Dr to the road end north of Harwich Ln – 525 feet






Location: Kibby Rd to the road end north of Harwich Ln – 1,862 feet


HMA Base Crushing and Shaping 3,198 Syd Dr Structure Cover, Adj, Case 1 6 Ea Dr Structure, Temp Lowering 4 Ea HMA, LVSP 488 Ton HMA, 5E1 394 Ton

78

Slope Restoration, Modified 1,365 Syd Pinehurst Dr






Location: Kenilworth Rd to Cantabury Ln – 820 feet


HMA Base Crushing and Shaping 1,868 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 220 Ton HMA, 5E1 165 Ton Slope Restoration, Modified 601 Syd Pinewood Ct





in HMA pay items.

Location: Stoneridge Dr to the road end (cul-de-sac) – 386 feet


Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 1,132 Syd HMA, 5E1 97 Ton Pioneer Dr

Arbor Hills Rd to the Southeast corner – 671 feet






McCain Rd to the Southeast corner – 2,415 feet






79


Location: Arbor Hills Rd to McCain Rd – 3,086 feet


HMA Base Crushing and Shaping 1,528 Syd Dr Structure Cover, Adj, Case 1 6 Ea Pavt for Butt Joints, Rem 74 Syd HMA, LVSP 643 Ton HMA, 5E1 598 Ton Slope Restoration, Modified 2,263 Syd Placeway






Location: Surrey Ln to the road end (cul-de-sac) – 110 feet


HMA, LVSP 73 Ton HMA, 5E1 73 Ton Slope Restoration, Modified 81 Syd Purdy Dr





Location: Dibble Rd to the road end – 1,317 feet


HMA, LVSP 425 Ton Curb Vertical, HMA 100 Ft Slope Restoration, Modified 966 Syd Ravenwood St






80

A sloped HMA curb shall be placed on both sides of the road between Horton Rd and Englewood St, paid

for as Curb Sloped, HMA.

Location: Horton Rd to the road end – 715 feet


Pavt for Butt Joints, Rem 78 Syd HMA, 5E1 144 Ton Curb Sloped, HMA 500 Ft Slope Restoration, Modified 524 Syd Gate Box, Adj, Case 1 2 Ea Ridgeway Rd






A sloped HMA curb shall be placed on the south side of the road within the first 200 feet off of Horton Rd,


Location: Horton Rd to the road end – 4,835 feet


HMA Base Crushing and Shaping 12,002 Syd Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Temp Lowering 7 Ea HMA, LVSP 1,417 Ton HMA, 5E1 1,063 Ton Curb Sloped, HMA 200 Ft Slope Restoration, Modified 3,546 Syd Gate Box, Adj, Case 1 2 Ea Rim Rock Trail


1.5”), and a HMA, 5E1 top course (165 lb/syd or 1.5”) at an 18’ width. The work shall also include furnishing




Location: Halstead Blvd to Thorntree Blvd – 348 feet


HMA, LVSP 60 Ton HMA, 5E1 60 Ton Slope Restoration, Modified 255 Syd

81

Rowan St (Spring Arbor Rd to Smalley St)






Location: Spring Arbor Rd to Smalley St – 1,570 feet


HMA Base Crushing and Shaping 3,755 Syd Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Temp Lowering 4 Ea HMA, LVSP 443 Ton HMA, 5E1 332 Ton Slope Restoration, Modified 1,151 Syd Rowan St (Denton Ave to the road end)






Location: Denton Ave to the road end – 592 feet


HMA Base Crushing and Shaping 1,214 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 143 Ton HMA, 5E1 107 Ton Slope Restoration, Modified 434 Syd Rutledge St





in HMA pay items.



Location: Kirkwood St to Deerfield Dr – 1,780 feet


Curb and Gutter, Rem 225 Ft

82

Dr Structure Cover, Adj, Case 1 12 Ea Dr Structure, Waterproofing 8 Ea Erosion Control, Inlet Protection, Fabric Drop 8 Ea Cold Milling HMA Surface 5,916 Syd HMA, LVSP 694 Ton Curb and Gutter, Conc, Det C4 225 Ft Slope Restoration, Modified 75 Syd Gate Box, Adj, Case 1 1 Ea S. St. Anthony Dr






Location: St. Anthony Dr to St. Jude Dr – 710 feet


HMA Base Crushing and Shaping 1,637 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 193 Ton HMA, 5E1 145 Ton Slope Restoration, Modified 521 Syd Salem Way






Location: Allston Dr to the road end – 190 feet


HMA, LVSP 34 Ton HMA, 5E1 34 Ton Slope Restoration, Modified 139 Syd Sheffield Dr






Location: Berkshire Blvd to Lancashire Dr – 1,013 feet

83


HMA Base Crushing and Shaping 2,307 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 477 Ton HMA, 5E1 204 Ton Slope Restoration, Modified 743 Syd Smalley St






Location: Warren Ave to Levant St – 1,625 feet


HMA Base Crushing and Shaping 3,886 Syd Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Temp Lowering 4 Ea HMA, LVSP 459 Ton HMA, 5E1 344 Ton Slope Restoration, Modified 1,192 Syd Smiley Way






Location: Spring Arbor Rd to McCain Rd – 2,900 feet


HMA Base Crushing and Shaping 7,266 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea HMA, LVSP 858 Ton HMA, 5E1 643 Ton Slope Restoration, Modified 2,127 Syd Snow Drift Pass






84

Location: Squires Manor Rd to the road end – 140 feet


HMA Base Crushing and Shaping 335 Syd HMA, LVSP 40 Ton HMA, 5E1 30 Ton Slope Restoration, Modified 103 Syd Spring Hill





in HMA pay items.

The existing concrete D2 curb located within the inside “island” of the cul-de-sac shall remain in place.

Location: Vrooman Rd to the road end (cul-de-sac) – 1,430 feet


Dr Structure Cover, Adj, Case 1 1 Ea Cold Milling HMA Surface 3,896 Syd HMA, LVSP 464 Ton Slope Restoration, Modified 1,049 Syd Springcrest Blvd






Location: Spring Arbor Rd to Morrell St – 2,175 feet


HMA Base Crushing and Shaping 5,202 Syd Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Temp Lowering 7 Ea HMA, LVSP 614 Ton HMA, 5E1 461 Ton Slope Restoration, Modified 1,595 Syd Springcrest Dr






85

Location: Halstead Blvd to Springcrest Blvd – 878 feet


HMA Base Crushing and Shaping 1,900 Syd HMA, LVSP 224 Ton HMA, 5E1 168 Ton Slope Restoration, Modified 644 Syd Squires Manor Rd






Location: Horton Rd to Timbercrest Trail – 1,483 feet


HMA Base Crushing and Shaping 3,547 Syd HMA, LVSP 419 Ton HMA, 5E1 314 Ton Slope Restoration, Modified 1,088 Syd Gate Box, Adj, Case 1 1 Ea St. Anthony Dr






Location: Cobb Rd to the N. St. Anthony/S. St. Anthony Dr intersection – 175 feet


HMA Base Crushing and Shaping 399 Syd HMA, LVSP 47 Ton HMA, 5E1 35 Ton Slope Restoration, Modified 128 Syd St. Jude Dr






Location: N. St. Anthony Dr to Harben Rd – 680 feet

86


HMA Base Crushing and Shaping 1,549 Syd Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Temp Lowering 1 Ea HMA, LVSP 183 Ton HMA, 5E1 137 Ton Slope Restoration, Modified 499 Syd Stonecreek Ct





in HMA pay items.

Location: Stoneridge Dr to the road end (cul-de-sac) – 550 feet


Dr Structure, Waterproofing 3 Ea Erosion Control, Inlet Protection, Fabric Drop 3 Ea Cold Milling HMA Surface 1,683 Syd HMA, 5E1 147 Ton Stoneridge Creek Dr


course (165 lb/syd or 1.5”) at a 16’ width on both lanes of the boulevard for a total of 32’. The work shall




Location: McCain Rd to Stoneridge Dr – 150 feet


Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 668 Syd HMA, 5E1 55 Ton Stoneridge Dr





in HMA pay items.

Location: Pinewood/Stonecreek Ct Intersection to the road end (cul-de-sac) – 864 feet

87


Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Waterproofing 4 Ea Erosion Control, Inlet Protection, Fabric Drop 4 Ea Cold Milling HMA Surface 3,072 Syd HMA, 5E1 279 Ton Surrey Ln






Location: Kimmel Rd to the road end – 1,225 feet


HMA, LVSP 247 Ton HMA, 5E1 247 Ton Slope Restoration, Modified 898 Syd Gate Box, Adj, Case 1 1 Ea Tamarack Trail






Location: Country Manor to the road end – 180 feet


HMA Base Crushing and Shaping 369 Syd HMA, LVSP 44 Ton HMA, 5E1 33 Ton Slope Restoration, Modified 132 Syd Tamie Way






Location: Ganton Dr to the road end – 1,387 feet


88

HMA Base Crushing and Shaping 3,317 Syd Dr Structure Cover, Adj, Case 1 4 Ea Dr Structure, Temp Lowering 4 Ea HMA, LVSP 392 Ton HMA, 5E1 294 Ton Slope Restoration, Modified 1,017 Syd Tanglewood Dr





in HMA pay items.



Location: Pemberton Ln to Meadows Dr – 1,050 feet


Curb and Gutter, Rem 40 Ft Dr Structure, Waterproofing 6 Ea Erosion Control, Inlet Protection, Fabric Drop 6 Ea Cold Milling HMA Surface 3,853 Syd HMA, 5E1 339 Ton Curb and Gutter, Conc, Det D2 40 Ft Slope Restoration, Modified 13 Syd Tefft Ave





Location: Morrell St to Carlton Blvd – 1,407 feet.


Dr Structure Cover, Adj, Case 1 2 Ea HMA, LVSP 435 Ton Slope Restoration, Modified 1,032 Syd Thomas Ct






89


of removal work.

Location: “Loop” street located off Thomas Dr south of Morrell St – 492 feet


Dr Structure Cover, Adj, Case 1 2 Ea HMA, LVSP 99 Ton HMA, 5E1 99 Ton Driveway Approach, Rem 40 Syd Slope Restoration, Modified 361 Syd Thomas Dr







of removal work.

Location: Morrell St to Foote Manor Dr – 1,260 feet


HMA Base Crushing and Shaping 3,157 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea HMA, LVSP 373 Ton HMA, 5E1 280 Ton Driveway Approach, Rem 50 Syd Slope Restoration, Modified 924 Syd Thorncrest Dr





in HMA pay items.

Location: Robinson Rd to Timberle Dr – 1,633 feet


Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Waterproofing 9 Ea Erosion Control, Inlet Protection, Fabric Drop 9 Ea Cold Milling HMA Surface 5,806 Syd HMA, 5E1 527 Ton Gate Box, Adj, Case 1 1 Ea

90

Thorne Rd







Location: Kimmel Rd to Sears Rd – 2,710 feet


HMA Base Crushing and Shaping 6,790 Syd Shoulder, Cl II 417 Ton HMA, LVSP 802 Ton HMA, 5E1 601 Ton Monument Preservation 1 Ea Thorntree Blvd






Location: Bittersweet Blvd to Hazelwood Blvd – 2,321 feet


Dr Structure Cover, Adj, Case 1 8 Ea HMA, LVSP 468 Ton HMA, 5E1 468 Ton Slope Restoration, Modified 1,702 Syd Gate Box, Adj, Case 1 1 Ea Timbercrest Trail






Location: Vrooman Rd to Squires Manor Rd – 1,318 feet


HMA Base Crushing and Shaping 3,152 Syd HMA, LVSP 372 Ton HMA, 5E1 279 Ton

91

Slope Restoration, Modified 967 Syd Gate Box, Adj, Case 1 1 Ea Timberlane Dr






Location: Robinson Rd to Tamie Way – 692 feet


HMA Base Crushing and Shaping 1,576 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 186 Ton HMA, 5E1 140 Ton Slope Restoration, Modified 507 Syd Timberle Dr





in HMA pay items.

Location: Pemberton Ln to Thorncrest Dr – 365 feet


Dr Structure Cover, Adj, Case 1 1 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 1,358 Syd HMA, 5E1 118 Ton Gate Box, Adj, Case 1 1 Ea Tricia Dr






Location: “Loop” street from Dorvin Dr to Dorvin Dr – 1,784 feet


HMA Base Crushing and Shaping 4,064 Syd

92

HMA, LVSP 480 Ton HMA, 5E1 360 Ton Slope Restoration, Modified 1,308 Syd Tulsa Dr






Location: Agnes St to Jamaica Dr – 650 feet


HMA, LVSP 125 Ton HMA, 5E1 125 Ton Slope Restoration, Modified 477 Syd Twilight St






HMA pay items.



Cement Treated FDR 2,609 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea Cement 65 Ton Cold Milling HMA Surface 2,609 Syd HMA, LVSP 301 Ton HMA, 5E1 226 Ton Slope Restoration, Modified 821 Syd Vrooman Rd






A butt joint shall be milled at the existing edges of Horton Rd and Moscow Rd, paid for as Pavt for Butt

Joints, Rem. Additionally, butt joints shall be milled at the intersections with Stone Oak Dr and Nantucket

Dr, also paid for as Pavt for Butt Joints, Rem.

93


Location: Moscow Rd to Horton Rd – 20,105 feet. Vrooman Rd is located in both Spring Arbor Township

and Summit Township, with 10,642 feet located in Spring Arbor and 9,463 feet located in Summit.


Shoulder, Cl II 3,096 Ton Dr Structure Cover, Adj, Case 1 3 Ea Pavt for Butt Joints, Rem 308 Syd HMA, LVSP 4,460 Ton HMA, 5E1 4,460 Ton Slope Restoration, Modified 1,833 Syd W. Coachlight Dr






Location: McCain Rd to E. Coachlight Dr – 1,460 feet


Dr Structure Cover, Adj, Case 1 6 Ea Dr Structure, Waterproofing 8 Ea Erosion Control, Inlet Protection, Fabric Drop 8 Ea Cold Milling HMA Surface 5,413 Syd HMA, LVSP 648 Ton HMA, 5E1 486 Ton W. Main St


leveling course (220 lb/syd or 2”) followed by a HMA, 5E1 top course (165 lb/syd or 1.5”) at a 32’ width

between Robinson Rd and Oak Grove Ave (where the curb and gutter portion of W. Main ends), and at a

22’ width between Oak Grove Ave and Forest Ave. The work shall also include furnishing and applying low-

tracking bond coat, included in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of

0.05 – 0.15 gallons per square yard. HMA placement at all driveway and intersection approaches will be

included in HMA pay items.

Segments of the existing C4 curb between Robinson Rd and Oak Grove Ave will be marked for removal

prior to milling operations and shall be replaced according to MDOT Standard Plan R-30-G.

Location: Robinson Rd to Forest Ave – 2,645 feet


Curb and Gutter, Rem 90 Ft Dr Structure Cover, Adj, Case 1 7 Ea Dr Structure, Temp Lowering 7 Ea Dr Structure, Waterproofing 7 Ea

94

Erosion Control, Inlet Protection, Fabric Drop 7 Ea HMA Base Crushing and Shaping 8,293 Syd HMA, LVSP 979 Ton HMA, 5E1 734 Ton Curb and Gutter, Conc, Det C4 90 Ft Slope Restoration, Modified 910 Syd Monument Preservation 1 Ea W. Primilia Ln








Location: Whispering Woods Dr to the road end (cul-de-sac) – 2,230 feet


Curb and Gutter, Rem 30 Ft Dr Structure Cover, Adj, Case 1 13 Ea Dr Structure, Temp Lowering 13 Ea Dr Structure, Waterproofing 12 Ea Erosion Control, Inlet Protection, Fabric Drop 12 Ea HMA Base Crushing and Shaping 8,381 Syd HMA, LVSP 989 Ton HMA, 5E1 742 Ton Curb and Gutter, Conc, Det C4 30 Ft Slope Restoration, Modified 10 Syd Wallace Dr






HMA pay items.

Location: Cobb Rd to the road end east of Dawn St – 1,310 feet


Cement Treated FDR 2,971 Syd Dr Structure Cover, Adj, Case 1 3 Ea Dr Structure, Temp Lowering 3 Ea Cement 72 Ton Cold Milling HMA Surface 2,971 Syd HMA, LVSP 352 Ton HMA, 5E1 264 Ton

95

Slope Restoration, Modified 961 Syd Gate Box, Adj, Case 1 1 Ea Warren Ave






A butt joint shall be milled at the spring point of the intersection with Denton Rd, and another butt joint shall

be milled at the entrance to the golf course parking lot, paid for as Pavt for Butt Joints, Rem.

Location: Denton Ave to the road end – 700 feet.


Dr Structure Cover, Adj, Case 1 1 Ea Pavt for Butt Joints, Rem 171 Syd HMA, LVSP 155 Ton HMA, 5E1 155 Ton Slope Restoration, Modified 513 Syd Warwick Rd







Location: Horton Rd to the road end – 1,336 feet


Dr Structure Cover, Adj, Case 1 3 Ea Pavt for Butt Joints, Rem 78 Syd HMA, LVSP 269 Ton HMA, 5E1 269 Ton Slope Restoration, Modified 980 Syd Washington Ave (24th St to Brown St)





A butt joint shall be milled at the existing edge of Brown St, paid for as Pavt for Butt Joints, Rem.

96


of removal work.

Location: 24th St to Brown St – 2,610 feet


Dr Structure Cover, Adj, Case 1 8 Ea Pavt for Butt Joints, Rem 89 Syd HMA, LVSP 807 Ton Driveway Approach, Rem 40 Syd Slope Restoration, Modified 1,914 Syd Washington Ave (Fernwood Ave to 24th St)






Location: Fernwood Ave to 24th St – 3,268 feet


HMA Base Crushing and Shaping 8,188 Syd Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea HMA, LVSP 967 Ton HMA, 5E1 725 Ton Slope Restoration, Modified 2,397 Syd Gate Box, Adj, Case 1 1 Ea Wendell Ln






Location: Road end to the road end – connects to Forest Lake Dr – 270 feet


Dr Structure Cover, Adj, Case 1 1 Ea HMA, LVSP 49 Ton HMA, 5E1 49 Ton Slope Restoration, Modified 198 Syd Westchester Blvd

The work will consist of cold milling 4” of the existing HMA surface, cement treated full-depth reclamation

(FDR) work, placing a HMA, LVSP leveling course (220 lb/syd or 2”), and placing a HMA, 5E1 top course

97

(165 lb/syd or 1.5”) at a 33’ width between Robinson Rd and Rutledge St and a 29’ width between Rutledge

St and the road end. The work shall also include furnishing and applying low-tracking bond coat, included

in HMA pay items, before placing HMA. Bond coat shall be placed at a rate of 0.05 – 0.15 gallons per

square yard. HMA placement at all driveway and intersection approaches will be included in HMA pay

items.



Location: Robinson Rd to the road end – 2,250 feet


Curb and Gutter, Rem 145 Ft Cement Treated FDR 7,430 Syd Cement 186 Ton Dr Structure Cover, Adj, Case 1 16 Ea Dr Structure, Waterproofing 2 Ea Erosion Control, Inlet Protection, Fabric Drop 2 Ea Cold Milling HMA Surface 7,430 Syd HMA, LVSP 892 Ton HMA, 5E1 669 Ton Curb and Gutter, Conc, Det C4 145 Ft Slope Restoration, Modified 48 Syd Westfield Dr







Location: McCain Rd to Crestwood Ln – 2,254 feet


Dr Structure Cover, Adj, Case 1 9 Ea Pavt for Butt Joints, Rem 78 Syd HMA, LVSP 486 Ton HMA, 5E1 486 Ton Slope Restoration, Modified 1,653 Syd Westwood Blvd






Location: Albright Dr to Woodbine Blvd – 3,519 feet

98


HMA Base Crushing and Shaping 8,243 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea HMA, LVSP 973 Ton HMA, 5E1 730 Ton Slope Restoration, Modified 2,580 Syd Whispering Woods Dr








Location: Kibby Rd to the W. Primilia/E. Primilia Ln junction – 700 feet


Curb and Gutter, Rem 20 Ft Dr Structure Cover, Adj, Case 1 2 Ea Dr Structure, Temp Lowering 2 Ea Dr Structure, Waterproofing 4 Ea Erosion Control, Inlet Protection, Fabric Drop 4 Ea HMA Base Crushing and Shaping 2,870 Syd HMA, LVSP 339 Ton HMA, 5E1 254 Ton Curb and Gutter, Conc, Det C4 20 Ft Slope Restoration, Modified 7 Syd Woodbine Blvd






Location: McCain Rd to 24th St – 4,070 feet


HMA Base Crushing and Shaping 9,734 Syd Dr Structure Cover, Adj, Case 1 8 Ea Dr Structure, Temp Lowering 8 Ea HMA, LVSP 1,071 Ton HMA, 5E1 862 Ton Slope Restoration, Modified 2,985 Syd Gate Box, Adj, Case 1 1 Ea

99

UTILITY COORDINATION

The contractor shall cooperate and coordinate construction activities with the owners of utilities as stated

in Section 104.08 of MDOT’s 2012 Standard Specifications for Construction. Contractor delay claims

resulting from a utility will be determined based upon Section 109.05 of MDOT’s 2012 Standard


For protection of underground utilities and in conformance with Public Act 53, the contractor shall dial 1-

800-482-7171 a minimum of three full working days, excluding Saturdays, Sundays and holidays prior to

beginning each excavation in areas where public utilities have not been previously located. Members will

thus be routinely notified. This does not relieve the contractor of the responsibility of notifying utility owners

who may not be a part of the “Miss Dig” alert system.

Public Utilities

The following public utilities have facilities located within the right-of-way:

Gas Cable

CMS Energy AT&T

1955 W. Parnall Rd 550 S. Maple Rd

Jackson, MI 49201 Ann Arbor, MI 48103

Tyler Lawrence Andrew Johnson

(517) 788-1191 O: (734) 996-5350 & C: (734) 716-7980

[email protected] [email protected]

Electric Communications

CMS Energy Frontier/Verizon

1955 W. Parnall Rd 340 S. Main St

Jackson, MI 49201 Adrian, MI 49221

David Southward Mark Spina

(517) 788-2400 (517) 265-0648


Communications Water & Sewer

Comcast Summit Township DPW

25626 Telegraph Rd 2121 Ferguson Rd

Southfield, MI 48033 Jackson, MI 49203

Chris Cyr Scott Bevier

(248) 521-8868 (517) 788-4113


The owners of existing service facilities that are within grading or structure limits will move them to locations

designated by the Engineer or will remove them entirely from the roadway right-of-way. Owners of public

utilities will not be required by JCDOT to move additional poles or structures in order to facilitate the

operation of construction equipment unless it is determined by the Engineer that such poles or structures

constitute a hazard to the public or are extraordinarily dangerous to the Contractor’s operations.







A-1

APPENDIX A

BID SECURITY

A-2


SUMMIT TOWNSHIP LRP #2 SUMMIT TOWNSHIP

BID SECURITY

Bid Security shall be made payable to the Jackson County Department of Transportation in an amount equal to 5% of the total bid. The Bid Security can be cash, certified check, or a Bid Bond Issued by a Surety.

The Bid Security of the successful low bidder will be retained by the Jackson County Department of Transportation until a contract is executed. The Bid Security shall be returned to the successful low bidder within ten (10) business days of the date the contract is executed.

The successful low bidder’s Bid Security will be forfeited if the Jackson County Department of Transportation and the successful low bidder fail to reach agreement on a progress schedule or if the low bidder fails to return an executed contract to the Jackson County Department of Transportation within ten (10) business days of receiving notice of award.

The bid security of other bidders shall be returned within ten (10) business days of the bid opening.

Schedule of Items (Itemized Bid Sheet)

Letting Date: Thursday, April 19, 2018 10:00 AM

Contract ID: SummitLocation: Summit Township Jackson CountyDescription: Comprehensive Local Road Improvement Plan

Project Number: 2018 Summit Project Engineer: Michael C. AndersonEstimate Number: 1 Date Created: 1/15/2018Project Type: Resurfacing Fed/State #:Location: Summit Township Fed Item:

Control Section:Jackson County

Description: Comprehensive Local Road Improvement Program

Instructions toBidders:

IMPORTANT NOTICE:If the proposal establishes a maximum price for any of the following work items, and if you bid a price higherthan that maximum price, your bid will be considered to have quoted the maximum price and your bid total willbe adjusted to reflect that maximum price.

If the proposal provides a specified price for any of the following work items, and if you bid a price higher orlower than that specified price, your bid will be adjusted to reflect that specified price.

If your bid is the lowest accepted bid, and if you refuse to accept the award of the contract due to the changein what you quoted as a maximum or specified price, you will forfeit your proposal guaranty.

Contract # Summit (Summit Township Jackson County)MERL: 2017.5.0

3/27/2018 7:13:42 PM

Page 1 of 3

Pay Item Description Quantity Units Unit Price Bid AmountDollars Cts Dollars Cts

1 LSUM1500001 Mobilization, Max

2,380 Ft2040020 Curb and Gutter, Rem

500 Cyd2050041 Subgrade Undercutting, Type II

165 Ea2080020 Erosion Control, Inlet Protection, Fabric Drop

1,000 Ton3020001 Aggregate Base

319,882 Syd3050002 HMA Base Crushing and Shaping

43,020 Syd3057011 _ Cement Treated FDR

7,359 Ton3070121 Shoulder, Cl II

557 Ea4030005 Dr Structure Cover, Adj, Case 1

245 Ea4030390 Dr Structure, Temp Lowering

165 Ea4037050 _ Dr Structure, Waterproofing

147,194 Syd5010002 Cold Milling HMA Surface

2,443 Syd5010008 Pavt for Butt Joints, Rem

54,442 Ton5010056 HMA, 5E1

69,523 Ton5010703 HMA, LVSP

1,076 Ton6030005 Cement

1,000 Syd8007011 _ Driveway Approach, Rem

2,310 Ft8020023 Curb and Gutter, Conc, Det C4

70 Ft8020031 Curb and Gutter, Conc, Det D2

9,155 Ft8050010 Curb Sloped, HMA

200 Ft8050020 Curb Vertical, HMA

1 LSUM8120170 Minor Traf Devices


3/27/2018 7:13:43 PM

Page 2 of 3

Pay Item Description Quantity Units Unit Price Bid AmountDollars Cts Dollars Cts

5,650 Ft8120231 Pavt Mrkg, Type NR, Tape, 4 inch, Yellow,Temp

5 Ea8120330 Sign, Portable, Changeable Message, Furn

5 Ea8120331 Sign, Portable, Changeable Message, Oper

1 LSUM8120370 Traf Regulator Control

137,751 Syd8167011 _ Slope Restoration, Modified

12 Ea8210010 Monument Preservation

36 Ea8230431 Gate Box, Adj, Case 1

Total Bid:

Contractor:

(Signature) (Date)


3/27/2018 7:13:43 PM

Page 3 of 3

B-1

APPENDIX B

NON-DISCRIMINATION PLAN

C-1

APPENDIX C

TYPICAL CROSS SECTIONS


SUMMIT TOWNSHIP


DRAWN BY: M.C.A.SUMMIT TOWNSHIP C.L.R.I.P.

TYPICAL CROSS SECTION

WITH AGGREGATE SHOULDER

22' ROAD WIDTH

N.T.S.

EX. AGG. BASE

EX. CROWN

11' 11'

2% 2%

22'

PLACE AGG. SHOULDER

PAID AS "SHOULDER, CL II"

EX. SUBBASE

2.5' 2.5'

66.0' RIGHT-OF-WAY

℄

HMA, (LVSP or 5E1)

(THICKNESS VARIES)


NO AGGREGATE SHOULDER

22' ROAD WIDTH

N.T.S.

EX. AGG. BASE

EX. CROWN

11'11'

2%2%

22'

EX. SUBBASE

66.0' RIGHT-OF-WAY

℄

PLACE TOPSOIL AND

SEED, PAID FOR AS

"SLOPE RESTORATION,

MODIFIED"

HMA, (LVSP or 5E1)

(THICKNESS VARIES)


SUMMIT TOWNSHIP




NO AGGREGATE SHOULDER

VARIABLE ROAD WIDTH

N.T.S.

EX. AGG. BASE

EX. CROWN

VARIESVARIES

2% 2%

VARIES

EX. SUBBASE

66.0' RIGHT-OF-WAY

℄

PLACE TOPSOIL AND

SEED, PAID FOR AS

"SLOPE RESTORATION,

MODIFIED"


CURB AND GUTTER

DETAIL D2

EX. AGG. BASE

EX. CROWN

VARIES VARIES

2% 2%

VARIES

MILL SPECIFIED HMA THICKNESS

PAID FOR AS "COLD MILLING

HMA SURFACE"

PLACE HMA (LVSP OR 5E1)

(THICKNESS VARIES)

EX. SUBBASE

2.5' 2.5'

66.0' RIGHT-OF-WAY

℄3'3'

EX. HMA

CURB & GUTTER, CON, DET D2

PLACE TOPSOIL AND

SEED AT CURB

REPLACEMENT AREAS,

PAID FOR AS "SLOPE

RESTORATION, MODIFIED"

(ONLY IN AREAS MARKED

OUT BY THE ENGINEER)

HMA, (LVSP or 5E1)

(THICKNESS VARIES)


SUMMIT TOWNSHIP




CURB AND GUTTER

DETAIL C4

EX. AGG. BASE

EX. CROWN

VARIESVARIES

2% 2%

VARIES

EX. SUBBASE

2.5' 2.5'

66.0' RIGHT-OF-WAY

℄3'3'

CURB & GUTTER, CON, DET C4

PLACE TOPSOIL AND

SEED AT CURB

REPLACEMENT AREAS,

PAID FOR AS "SLOPE

RESTORATION, MODIFIED"

(ONLY IN AREAS MARKED

OUT BY THE ENGINEER)

MILL SPECIFIED HMA THICKNESS

PAID FOR AS "COLD MILLING

HMA SURFACE"

PLACE HMA (LVSP OR 5E1)

(THICKNESS VARIES)

D-1

APPENDIX D

SUMMIT TOWNSHIP MAP

City of Jackson

Summit

Sprin

gbroo

kMaple

Dale

Jackson

Kimmel

Thorn

e

Park

Salab

elle

Charles

Arbor

Hills

Westlane

Trumble

Stoneridge

Lexington Drap

er

Estol

a

Dale

Golf

Duguid

Greenbriar

Oakla

ne

Fores

tPa

rk

Wellington

Hagu

e

Cass

Wedgefield

Purdy

Sprin

g

Cobb

Thom

as

Southfi

eld

Lakeshore

Vandercook

Sunset

Charlotte

Marquette

Ridgeway

Tanbark

Highland

Salem

Watts

Carol

yn

Maidstone

Bird

Hazelwood

Barrington Butternut

Walmont

Stonewall

Conc

ord

Wend

ell

Dartm

outh

Kimberly

Iroqu

ois

Harwich

Tricia

Taylo

r

Cantabury

CountryManor

Maybrook

Micor

Blue

Lochmoor

Surre

y

Morrell

Bibon

Rockefeller

Coler

Gait

Wallace

Badgley

Brown

s Lak

e

Brook

side

Woodbine

Tamarack

Tami

e

Kathmar

Timbe

rcres

t

Mauri

ce

Almo

18th

Par View

Hinckley

Palmer

Timbe

rRid

ge

Campfield

Huds

on

Harrim

an

Coun

trysid

e

Elmhu

rst

Mardee20

th

Prairie

Avenue B

Avenue C

Fisher

Justin

Floyd

Sheffi

eld

Julia

n

Denton

Happ

y Valle

y

Thorpe

CascadeRidge

Eugene

Hillside

Cove

Hunti

ngton

Bitter

swee

t

Midb

erry

Lakewood

Pats

Overhill

Henri

etta

Pemberton

OldMcDevitt

Argus

Westchester

Gerald

21st

Lancashire

24th

FrancisMo

hawk

Weatherwax

Alley

Joy

Camles

Finn

Cres

tbroo

k

Platea

u

Smalley

Jericho

Summer

Coddington

Dresden

Knoll

wood

Dorm

ay

Ravenwood

Loren

Roos

evelt

Rimrock

Woodlan

d

Saga

more

Pinewood

Rockingham

Kirkwood

Mill Pond

Devo

nshire

Guest

Chev

iot

Agne

s

Stone Oak

Gary Paul

Rickfie

ld

Sandy Beach

Smile

y

WoodDale

Pete

Spring Arbor

Halste

adWo

odda

le

Orne

Ramp017D

Joey

SpringcrestThorncrest

Craft

Maren

go

Appleway

Cres

t

Merid

ianCa

rson

Edgewood

Parkway

Argyle

Wright

19th

Walden

Mulligan

Albright

Vrooman

Turnb

ridge

Westf

ield

Legends

Leland

Myrlic

e

Marion

Lincoln

Sioux

Coventry

Fairway

Ottaw

a

Vandemere

Ramp017F

Dartmoor

Maulelane

Depu

y

Ganto

n

Fifth

Coms

tock

22nd

23rd 17

th

Vera

Cruz

Bagg

Fernw

ood

ForestFo

xpoin

te

Hathaway

Heathervale

Primilia

Belgian

Emelia

Warre

n

Lowe

Sears

Country

Emmett

Robe

rts

Bell

GrantAnnetta

Tulsa

M 60

Chateau

LarrysHarben

Devon

Glend

ale

Roxbury

SaintAnthonyWh

isperi

ngWo

ods

Ceda

r

Carriage

Hill

Oak Grove

Leo

Everg

reen

Allston

WilliamsLake

Ashton

Rowa

n

Rodm

an

Amherst

SquiresManor

Ramp017C

WildFlo

wer

Julia

Warwick

Meyers

Hillcrest

Schaffer

McCain

Gaun

t

Glenn

garry

Lee Willa

Ferguson

ForestLakeParkside

Coac

hligh

t

Meadow

GrandView

Hamstead

ValleyView

Pine

Cres

t

Cortland

Dorvi

n

MeadowHeights

Westw

ood

McDevitt

Tanglewood

Meadowbrook

Kingston

Foye

Glenshire

Indian

Deerfield

Carol

ine

Midd

ayDa

wn

Pointe

Cran

moor

Wickwire

Robin

son

Vining

Mayfield

Eagle

Summit

Mill

Paddock

Echo

Beach

Birdsell

Herkimer

Camb

ridge

Trace

y

Riverview

Pierce

Ramp017E

Austscot

Clark

Concourse

Sunn

ybroo

k

Pine Ridge

Sche

lling

Lauri

Levant

US 12

7

Teft

Nelson

Wilkinson

River Park

Kibby

Avondale

Dunigan

Natural

Maunta

Horton

Emmons

Helen

a

Hardi

ng

Ayers

Dibble

Brooklyn

Nantu

cket Wandering

Creek

Pione

er

Shad

y Ridg

e

Sharo

nKa

y

Grande View

¬«50

¬«60

²

Summit Township

Source: Jackson County DOT

0 10.5

Miles

See Exhibit B for Definitions

Exhibit A

Road TypesState Highway<all other values>Primary RoadsPrivate Roads

Map Updated: 3/28/2018 by jwhite

Local Road TreatmentsFDRCMHO 3.0CMHO 3.5CMHO 4.0HMA 1.5HMA 2.0

HMA 2.5HMA 3.0MICROCSC 3.5CMHO 1.5CMHO 2.0

Documents

PROPOSAL FOR SUMMIT TOWNSHIP LRP #2 SUMMIT … · 2019-06-20 · Road End CMHO2.0 1,110 20 2,527 Morrell St. Robinson Rd. 350’ E of Robinson Rd. CMHO1.5 350 24 993 Morrell St. 350’