2611 Specifications - Project Manual.pdf

Professional Consulting and Design Services

County of Kenosha 19600 75th Street Bristol, WI 53104

Kenosha County Detention Center (KCDC) Paving Rehabilitation – Phase 3 Bid # 2611 Date: April 14th, 2026

Clark Dietz: Project No. K04525004

Clark Dietz, Inc.

625 57th Street, 6th Floor Kenosha, WI 53140 P: 262.650.1550

PROJECT MANUAL

County of Kenosha – KCDC Paving Rehabilitation – Phase 3 Table of Contents

Clark Dietz, Inc. 00 00 10 - 1

SECTION 00 00 10

TABLE OF CONTENTS

COUNTY OF KENOSHA

KCDC PAVING REHABILITATION – PHASE 3

KENOSHA, WI

DIVISION 00 – BIDDING AND CONTRACT REQUIREMENTS

00 00 10 Table of Contents 00 00 10-1

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary 01 10 00-1-4 01 29 76 Payment Procedures 01 29 76-1-16 01 30 00 Administrative Requirements 01 30 00-1-5 01 33 00 Submittal Procedures 01 33 00-1-5 01 40 00 Quality Procedures 01 40 00-1-4 01 42 16 Definitions 01 42 16-1-2 01 42 19 Reference Standards 01 42 19-1-4 01 50 00 Temporary Facilities and Controls 01 50 00-1-3 01 60 00 Product Requirements 01 60 00-1-3 01 70 00 Execution and Closeout Procedures 01 70 00-1-3

END OF SECTION

County of Kenosha – KCDC Paving Rehabilitation – Phase 3 Summary

Clark Dietz, Inc. 01 10 00 - 1

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Related Documents.

B. Contract Description.

C. Scheduling of Work.

D. Construction Schedule.

E. Contractor's Use of Site.

F. Owner Occupancy.

G. Specification Conventions.

1.2 RELATED DOCUMENTS

A. Documents related to the Work include:

1. Contract Drawings

2. General Provisions of the Contract including General and Supplementary Conditions

3. All other Sections included herein as part of the Project Manual

4. Addendum to the Drawings and Project Manual issued during Bidding

1.3 CONTRACT DESCRIPTION

A. Work of the Project includes the following:

1. Base Bid

a. Pulverize existing HMA pavement along loop drive and the evidence yard.

b. Remove concrete loading dock area and 3” concrete mill the rest of the concrete pavement

c. Set up a temporary construction fence to store impounded vehicles. Remove existing evidence yard fence and salvage the existing fence panels.

d. Proof-rolling of existing aggregate base to identify locations for excavation of unsuitable aggregate base and/or subgrade materials, including excavation, compaction of subgrade, installation of geogrid, and placement of breaker run backfill.

e. Preparation of existing aggregate base prior to hot-mix asphalt (HMA) pavement being placed.

f. Placement of HMA binder and surface course pavements:

Clark Dietz, Inc. 01 10 00 - 2

1) Binder course: 3 LT 58-28 S (2.5” lift thickness)

2) Surface course: 5 LT 58-28 S (1.5” lift thickness)

g. Concrete loading dock pavements:

1) 5 LT 58-28 S (3” thickness) over milled concrete

2) 7” Concrete Pavement

h. Place new pavement markings

i. Reinstall evidence yard fence with salvaged fence panels and place new fence with matching panels.

j. Excavate and regrade storm water pond to create additional storage

B. The Contract Documents indicate the Work of the Contract and related requirements and conditions that have an impact on the Work. Related requirements and conditions that are indicated on the Contract Documents include, but are not necessarily limited to the following:

1. Existing site conditions and restrictions on use of the Site.

1.4 SCHEDULING OF WORK

A. Scheduling of Work

1. Apart from the Work listed in this Section, the Contractor may schedule their Work in any manner they deem appropriate to complete the Contract within the time allowed. The Contractor is cautioned that some of the Work may have to be performed during other than normal working hours and that the Owner may revise the schedule whenever the Owner finds it necessary to maintain Work progression, or to protect the Owner’s facility, or to maintain continuous, satisfactory operation of existing facilities.

2. The Contractor shall submit a Construction Progress Schedule as required in Section 01 30 00.

3. Construction shall be continuous once work begins.

4. The Contractor is responsible for the means and methods necessary to accomplish the Work in compliance with the specified criteria. Access must be maintained to ensure all personnel and equipment can enter and leave the facility safely. All shutdowns must be coordinated with the Owner’s representative a minimum of 72 hours prior to the planned shutdown. The Owner may establish alternative access for personnel during shutdown periods; the Contractor shall verify alternative access prior to beginning any shutdowns.

B. Coordination with Others

1. The Owner will attempt to keep the Contractor informed of changes to existing contracts and award of subsequent contracts that may affect the Contractor. Schedules of operations for other Contractors working will be made available to the Contractor upon request.

1.5 CONSTRUCTION SCHEDULE

A. The Work described in this Section shall be shown in the Construction Progress Schedule. All construction steps, procedures and temporary facilities shall be approved by the Owner prior to implementation by the Contractor. The monthly updates of the Schedule of Construction shall show any changes in the proposed Work, including proposed shutdown Work.

Clark Dietz, Inc. 01 10 00 - 3

B. The completion schedule for this Contract requires timely transmittal of Contract submittals for review by the Engineer. The identification and transmittal of all submittals required for completion of the phase of Work described above is the Contractor’s responsibility.

C. The Contractor shall be held responsible for all direct and indirect delays resulting from the Contractor’s failure to identify and transmit the submittals required to successfully complete the Contract Work within the time specified.

D. The following early submittals shall be submitted within ten days after Notice to Proceed:

1. Construction Schedule

2. Concrete Mix Designs

3. HMA Mix Designs

1.6 CONTRACTOR'S USE OF SITE

A. Limit use of site and premises to allow Owner occupancy.

B. Construction Operations: Construction operations to be coordinated with the Owner.

C. Time Restrictions for Performing Work: 7am-3pm shall be the construction Work hours. Work hours are to be coordinated with the Owner. The Contractor shall be advised that weekend Work may be required.

D. Utility Outages and Shutdown are to be coordinated with the Owner.

E. The Contractor shall provide Traffic Control devices and signage as necessary to ensure the safety of crews working and the traveling public throughout the duration of the project. The Work zone and any staging areas shall be clearly protected from the traveling public. Traffic Control devices shall be always maintained to an acceptable working condition. All Work required to install, repair, replace, and/or remove the traffic control devices on site shall be considered incidental to the Contract.

F. Staging of construction shall be such that the Sally Port is accessible by either the entrance or exit at all times.

1.7 OWNER OCCUPANCY

A. The Owner will occupy the premises during the entire period of construction for the conduct of normal operations.

B. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations.

C. Schedule the Work to accommodate Owner occupancy.

1.8 SPECIFICATION CONVENTIONS

A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words “shall be” are included by inference where a colon (:) is used within sentences or phrases.

Clark Dietz, Inc. 01 10 00 - 4

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

County of Kenosha – KCDC Paving Rehabilitation – Phase 3 Payment Procedures

Clark Dietz, Inc. 01 29 76 - 1

SECTION 01 29 76

PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Schedule of Values

B. Payment Requests

C. Unit Prices

D. Measurement and Payment

1.2 SCHEDULE OF VALUES

A. The Contract Bid Unit Prices will be used to determine the value of work completed for payment purposes.

Clark Dietz, Inc. 01 29 76 - 2

B. Summary of Estimated Quantities

* Denotes a Special Provision applies to this item, see section 1.5 MEASUREMENT AND PAYMENT below.

* Denotes a Special Provision applies to this item, see section 1.5 MEASUREMENT AND PAYMENT below.

1.3 PAYMENT REQUESTS

A. See front-end documents.

1.4 UNIT PRICES

A. Authority: Measurement methods are delineated in individual Specification Sections.

B. Measurement methods delineated in individual Specification Sections complement criteria of this Section. In event of conflict, requirements of this Section govern.

C. Take measurements and compute quantities. The Engineer will verify measurements and quantities.

D. Unit Quantities: Quantities and measurements indicated on Bid Form are for Contract purposes only.

Quantities and measurements supplied or placed in the Work shall determine payment.

1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at contracted unit sum/prices.

SPV ITEM NO. BASE BID ITEM DESCRIPTION QTY UNIT

204.0100 REMOVING CONCRETE PAVEMENT 1190 SY

* 204.0120 REMOVING CONCRETE SURFACE MILLING (3") 770 SY

205.0100 EXCAVATION COMMON (NEW PAVEMENT AREAS) 445 CY

205.0100 EXCAVATION COMMON (EBS) (UNDISTRIBUTED) 495 CY

211.0101 PREPARE FOUNDATION FOR ASPHALTIC PAVING 4 EACH

305.0120 BASE AGGREGATE DENSE 1 1/4-INCH 692 TON

311.0110 BREAKER RUN (EBS) (UNDISTRIBUTED) 980 TON

325.0100 PULVERIZE ASPHALTIC SURFACE 12360 SY

415.0070 CONCRETE PAVEMENT 7-INCH 1190 SY

455.0605 TACK COAT 855 GAL

* 460.5223 HMA PAVEMENT 3 LT 58-28 S 2220 TON

* 460.5225 HMA PAVEMENT 5 LT 58-28 S 1475 TON

619.1000 MOBILIZATION 4 EACH

645.0220 GEOGRID TYPE SR (EBS) (UNDISTRIBUTED) 1465 SY

646.1005 MARKING LINE PAINT 4-INCH 1060 LF

646.6105 MARKING STOP LINE PAINT 18-INCH 40 LF

* SPV.0060.01 PAVEMENT OFFSET STAKING 3 EACH

* SPV.0060.02 REMOVE, SALVAGE, AND REINSTALL EXISTING FENCE GATE 1 EACH

* SPV.0090.01 GRAVEL SHOULDER 140 LF

* SPV.0090.02 REMOVE, SALVAGE, AND REINSTALL EXISTING FENCE 360 LF

* SPV.0090.03 NEW CHAINLINK FENCE 70 LF

* SPV.0035.01 STORM POND GRADING 60 CY

SPV ITEM NO. ADDITIVE ALTERNATE 1 BID ITEM DESCRIPTION QTY UNIT

* SPV.0180.01 FULL DEPTH RECLAMATION, 9-INCH 14580 SY

* SPV.0030.01 CEMENT 8020 100 WT

205.0100 DEDUCT - EXCAVATION COMMON (EBS) (UNDISTRIBUTED) -495 CY

311.0110 DEDUCT - BREAKER RUN (EBS) (UNDISTRIBUTED) -980 TON

645.0220 GEOGRID TYPE SR (EBS) (UNDISTRIBUTED) -1465 SY

Clark Dietz, Inc. 01 29 76 - 3

2. When actual Work requires 25 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim a Contract Price adjustment.

E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application, or installation of item of the Work; overhead and profit.

F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work.

G. At the Owner’s discretion, all work associated with the proposed parking lot may be omitted. No adjustments to contract unit prices will be permitted as a result of removing this work from the contract.

H. Measurement of Quantities:

1. Weigh Scales: Inspected, tested, and certified by applicable State weights and measures department within past year.

2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.

3. Metering Devices: Inspected, tested, and certified by applicable State department within past year.

4. Measurement by Weight: Measured by weights on submitted tickets for each load of material.

5. Measurement by Volume: Measured by cubic dimension using mean length, width, and height or thickness.

6. Measurement by Area: Measured by square dimension using mean length and width or radius.

7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.

1.5 MEASUREMENT AND PAYMENT

A. Quantities necessary to complete the Work as shown on the Drawings or as specified herein shall govern over those shown in the Bid Form. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specification, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

B. General

1. Payment for all Work done in compliance with the Contract Documents, including, but not limited to, furnishing all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under Pay Items listed herein. Work for which there is not a Pay Item and all costs pertaining thereto shall be considered incidental to the Contract, included in the unit prices of other pay items listed in the proposal and no additional compensation will be allowed.

Clark Dietz, Inc. 01 29 76 - 4

2. All lien waivers submitted in connection with any request for payment shall include and be deemed to include a waiver of any and all rights as stated under Chapter 779 of the Wisconsin State Statutes.

3. The Owner reserves the right to alter the Drawings, modify incidental work as may be necessary, and increase or decrease quantities of work to be performed in accord with such changes, including deduction or cancellation of any one or more of the Pay Items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in the quantities of Work to be performed, the Contractor will accept payment according to Contract Unit Bid Prices that appear in the original Contract.

4. Quantities necessary to complete the Work as shown on the Drawings or as specified herein shall govern over those shown in the Bid Form. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specification, and the Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents.

5. Pay Items which are to be measured in terms of weight shall be weighed on scales which have been approved by the Owner prior to receipt of any weighed material. Approved weight tickets must be given to the Owner prior to the material being placed.

6. The unit prices for each pay item are to include all material, labor, profit, overhead, incidental work and general requirements costs.

7. The Owner’s Representative will make measurements and determinations as necessary to classify the work within pay items and determine the quantities for pay purposes; such decisions will be final after three (3) days if the Contractor does not submit a written notice as defined in the following paragraph.

8. If the Contractor differs with the Owner’s Representative’s classification of the Pay Items or determination of quantities of the Pay Items, he must notify the Owner’s Representative in writing within three (3) days of the time that the Contractor is informed of the Owner’s Representative’s decision. Otherwise, the Owner will not consider any such difference as a claim for payment.

Any such written notice received by the Owner’s Representative from the Contractor within the three (3) day period shall be just reason for the Owner’s Representative to reevaluate his/her previous decision.

C. Removing Concrete Surfacing Milling (3”)

1. This item shall be completed and paid similar to WisDOT item 204.0120 except the pavement to be milled is concrete instead of asphalt.

D. HMA Pavement 3 LT 58-28 S HMA Pavement 5 LT 58-28 S

1. Description: This item includes the furnishing, placement, and compaction of Hot Mix Asphalt (HMA) pavement for 3 LT 58-28 S and 5 LT 58-28 S mixes. All work shall be performed in accordance with Sections 450, 455, 460, and 465 of the WisDOT Standard Specifications (2025), the Contract Drawings, and the Contract Documents. This includes all labor, materials, and equipment necessary for the proper placement of HMA pavement. Section 460 shall govern the material requirements and construction procedures. A special provision applies to this pay item, limiting payment to a maximum of 105% of the actual quantity placed, based on field yield checks. A proof roll shall be completed with a fully loaded tri-axle

Clark Dietz, Inc. 01 29 76 - 5 truck prior to the placement of any HMA. The proof roll shall be considered incidental to this item.

2. Measurement: Measurement for HMA pavement will be made in tons, based on certified weigh tickets for all material placed. HMA quantities will be subject to a field yield check to verify the actual in-place quantity. The Contractor will be compensated for up to 105% of the calculated yield, determined using the following formula:

HMA Lift Thickness (in.) * Area of HMA Pavement Placed (sq. yd.) * 112 lbs./sq. yd./in.

2000 lbs./ton

This formula calculates the theoretical tonnage based on the thickness of the asphalt, the area of pavement placed, and a standard unit weight of 112 pounds per square yard per inch of HMA placed. The unit weight is derived from a unit density of 2.015 tons per cubic yard of HMA pavement. Field yield checks will compare the theoretical yield with actual in-place quantities, and only up to 105% of the calculated yield will be considered for payment. Any unforeseen additional work required to complete this item, but not specifically covered by this Special Provision, shall be included and considered incidental to this item.

3. Basis of Payment: Payment for HMA Pavement 3 LT 58-28 S and HMA Pavement 5 LT 58-28 S will be made at the Contract Unit Price per ton of HMA pavement acceptably placed, as verified by field yield checks. This payment covers all costs associated with labor, materials, equipment, and incidentals necessary to complete the work. No payment will be made for quantities exceeding 105% of the theoretical yield, as calculated by the formula and verified by the Engineer.

E. Pavement Offset Staking

1. Description: This item consists of installing offset stakes to identify the location of the existing pavement prior to removal or pulverization. The purpose is to ensure the new pavement is constructed in the same alignment as the existing pavement. Wooden lath shall be placed at a consistent offset at intervals not exceeding 50 feet, with closer spacing required in areas with curves or radii.

2. Measurement: Measurement for this item will be made on a per-phase basis for each phase in which offset staking is performed, in accordance with the Plans and Specifications.

3. Basis of Payment: Payment for Pavement Offset Staking will be made at the Contract Unit Price per each phase acceptably completed. This payment shall be considered full compensation for all labor, materials, and equipment required to install the stakes prior to pavement removal, as well as to remove and properly dispose of the stakes after paving is complete.

F. Remove, Salvage, and Reinstall Existing Fence Remove, Salvage, and Reinstall Existing Fence Gate.

New Chain Link Fence

1. Description: This work includes the removal, salvage, and reinstallation of an existing chain link fence and gate with barbed wire. Existing fence panels and associated hardware shall be carefully removed and stored to prevent damage and allow for reuse following completion of paving operations. Existing fence posts shall be removed and disposed of, and new posts shall be furnished and installed. The existing gate shall be reinstalled at the location shown in the Plans.

Clark Dietz, Inc. 01 29 76 - 6

Due to the proposed fence length exceeding the existing limits, new chain link fence panels shall be provided and installed. All new panels shall match the existing fence in height, color, size, and style, and shall include barbed wire.

A temporary construction fence shall be installed at a location approved by the owner to store the impounded vehicles. Contractor shall give the owner 72 hours to relocate the vehicles once the temporary fence is installed. The temporary fence installation shall be incidental to the contract.

2. Measurement:

a. Remove, Salvage, and Reinstall Existing Fence will be measured in linear feet (LF) of fence removed, salvaged, and reinstalled.

b. New Chain Link Fence will be measured in linear feet (LF) of fence installed.

c. Fence Gate will be measured as each (EA).

3. Basis of Payment: Payment for Remove, Salvage, and Reinstall Existing Fence will be made at the Contract Unit Price per linear foot acceptably completed. This payment shall be full compensation for all labor, materials, and equipment required to remove, store, and reinstall existing fence panels with barbed wire; remove and dispose of existing posts; and furnish and install new posts in HMA pavement.

Payment for Remove, Salvage, and Reinstall Existing Fence Gate will be made at the Contract Unit Price per each acceptably completed. This payment shall include full compensation for removing, storing, and reinstalling the existing gate with barbed wire; removing and disposing of existing posts; and furnishing and installing new posts in HMA pavement.

Payment for New Chain Link Fence will be made at the Contract Unit Price per linear foot acceptably completed. This payment shall include full compensation for furnishing and installing new chain link fence panels with barbed wire, including all necessary hardware and posts, installed in HMA pavement.

G. Gravel Shoulder

1. Description: Crushed Aggregate Shoulder shall be placed according to Sec. 305.3.3 of the Standard Specifications where indicated on the plans. The shoulder shall have a minimum thickness of 3 inches and shall be 24-inches wide.

Aggregates used for Crushed Aggregate Shoulder Material shall conform to the ¾-inch Gradation of Section 305.2.2 of the Standard Specifications.

The CONTRACTOR may only place this shoulder material atop suitable aggregate, subgrade, or recycled material, not on organic material (grass, topsoil, etc.).

The CONTRACTOR shall sweep the roadway clean of all loose material deposited on the roadway as a result of this operation. The CONTRACTOR shall use either hand brooms or a self-propelled, pick-up type street sweeper.

2. Measurement: Measurement for this item will be made by linear foot, in accordance with the Plans and Specifications.

3. Basis of Payment: Payment for Gravel Shoulder will be made at the Contract Unit Price per linear foot acceptably completed. This payment shall be considered full compensation for all labor, materials, and equipment required to install the gravel shoulder.

H. Storm Pond Grading

Clark Dietz, Inc. 01 29 76 - 7

1. Description: This item consists of excavating material out of the existing storm pond to create more storage to account for the increase in impervious areas. Before material is excavated, topsoil shall be stripped, salvaged, and stock piled. Once the required amount of excavation has occurred, the topsoil shall be placed back and spread out evenly over the disturbed areas.

All permanent restoration work shall follow the State Specifications for the following items of work and be included in this pay item:

a. Salvaged Topsoil

b. Seed and Mulch

c. Erosion Mat

d. Water

The contractor shall maintain, water, and warranty all restoration areas for a period of 60 days after the date of installation.

Contractor shall be responsible for required erosion control measures required due to the excavation limits, including but not limited to silt fence, erosion bales, or straw waddles.

2. Measurement: Measurement for this item will be paid for at the contract unit price per cubic yard of excavation hauled away and disposed of.

3. Basis of Payment: Payment for Storm Pond Grading will be made at the Contract Unit Price per cubic yard. This payment shall be considered full compensation for all labor, materials, and equipment required to strip topsoil; excavation, haul, and dispose of soil material, erosion control, and permanent restoration.

Clark Dietz, Inc. 01 29 76 - 8

I. Full Depth Reclamation, 9-inch and Cement

The specification being used is based on an Illinois Department of Transportation (IDOT) standard. For this project, materials, equipment, and testing procedures that conform to Wisconsin Department of Transportation (WisDOT) specifications will be accepted as approved equivalents, provided they meet the performance requirements outlined in the Illinois-based specification.

Clark Dietz, Inc. 01 29 76 - 9

Clark Dietz, Inc. 01 29 76 - 10

Clark Dietz, Inc. 01 29 76 - 11

Clark Dietz, Inc. 01 29 76 - 12

Clark Dietz, Inc. 01 29 76 - 13

Clark Dietz, Inc. 01 29 76 - 14

Clark Dietz, Inc. 01 29 76 - 15

Clark Dietz, Inc. 01 29 76 - 16

County of Kenosha – KCDC Paving Rehabilitation – Phase 3 Administrative Requirements

Clark Dietz, Inc. 01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Coordinating interruptions in Owner’s operations.

B. Coordination and project conditions.

C. Special reports.

D. Field surveys.

E. Preconstruction meeting.

F. Progress meetings.

G. Special procedures.

H. Cleaning and protection.

I. Conservation.

1.2 COORDINATING INTERRUPTIONS IN OWNER’S OPERATIONS

A. Show all anticipated operational interruptions of the Owner’s facilities on the progress schedule.

B. Coordinate all operational interruptions with the Owner at least 48 hours prior to commencing the work.

The Owner may require that the Contractor reschedule work as required to maintain the operation of their facilities.

C. Except as specified herein, all operations must be maintained during construction. In the event operations are interrupted. the Contractor is responsible for all Costs associated with providing any temporary water, electrical, and/or communication services necessary for the Owner’s to continue facilities operations.

1.3 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and characteristics of operating equipment are compatible with utilities.

Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.

C. Coordinate completion and clean-up of Work in preparation for Substantial Completion.

D. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

Clark Dietz, Inc. 01 30 00 - 2

E. Limitations on construction area usage as well as specific requirements that impact utilization are indicated by Contract Documents. Schedule deliveries to minimize space and time requirements for storage of materials and equipment in the construction area.

1.4 SPECIAL REPORTS

A. Accident Reports: Prepare and submit reports of significant accidents, at site and anywhere else work is in progress. Record and document data and actions. For this purpose, a significant accident is defined to include events where personal injury is sustained, or property loss of substance is sustained, or where the event posed a significant threat of loss or personal injury.

1.5 FIELD SURVEYS

A. Locate and protect survey control and reference points. Promptly notify Engineer of discrepancies discovered.

B. Working from lines shown on the Contract Drawings, establish and maintain benchmarks and other dependable markers. Establish benchmarks and markers to set lines and levels for work as needed to properly locate each element of the project. Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine dimensions. Advise entities performing work, of marked lines and levels provided for their use.

C. Before proceeding with the layout of actual work, verify the layout information shown on the drawings, in relation to the design survey, existing structures and features, and existing benchmarks. Confirm drawing dimensions and elevations.

D. As work proceeds, check every major element for line and level. Maintain a surveyor's log or record book of such checks; make this log or record book available for the Owner or Engineer's reference. Record deviations from required lines and levels and advise the Engineer promptly upon detection of deviations that exceed indicated or recognized tolerances. Record deviations which are accepted on record drawings.

E. Provide field staking services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

F. Protect survey control points prior to starting site work; preserve permanent reference points during construction.

G. Promptly report to Engineer loss or destruction of reference point or relocation required because of changes in grades or other reasons.

H. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to the Engineer.

1.6 PRECONSTRUCTION MEETING

A. Engineer will schedule an initial progress meeting with the Contractor and Owner, recognized as the preconstruction meeting, after Notice of Award.

B. The preconstruction meeting will be an organizational meeting. Agenda items may include:

1. Execution of Owner-Contractor Agreement.

Clark Dietz, Inc. 01 30 00 - 3

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of products, schedule of values, and progress schedule.

5. Designation of personnel representing parties in Contract and Engineer.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

8. Use of premises by Owner and Contractor.

9. Owner's requirements.

10. Survey and layout.

11. Security and housekeeping procedures.

12. Application for payment procedures.

13. Procedures for testing.

14. Procedures for maintaining record documents.

15. Requirements for start-up of equipment.

16. Inspection and acceptance of equipment put into service during construction period.

1.7 PROGRESS MEETINGS

A. In addition to other project meetings held for other purposes, hold a general progress meeting with the Engineer and Owner throughout progress of the Work at weekly intervals.

B. The schedule of the progress meetings will be determined during the preconstruction meeting. In general, progress meetings will be coordinated with preparation of the payment request.

C. Review each entity's present and future needs including interface requirements, time, sequences, deliveries, access, site utilization, temporary facilities and services, hours of work, hazards and risks, housekeeping, change orders, and documentation of information for payment requests. Discuss whether each element of current work is ahead of schedule, on time, or behind schedule in relation to the updated progress schedule.

Determine how behind-schedule work will be expedited, and secure commitments from entities involved in doing so. Discuss whether schedule revisions are required to ensure that current work and subsequent work will be completed within Contract Time. Review everything of significance which could affect progress of the work.

D. Updating Schedules: Immediately following each progress meeting, where revisions to progress schedule have been made or recognized, revise and reissue progress schedule as described in Section 01 33 00.

E. Attendance Required: Job superintendent, major subcontractors and suppliers, and others as appropriate to agenda topics for each meeting.

F. Agenda:

Clark Dietz, Inc. 01 30 00 - 4

1. Review minutes of previous meetings, if applicable.

2. Review of Work progress.

3. Field observations, problems, and decisions.

4. Identification of problems impeding planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding work period.

10. Coordination of projected progress.

11. Maintenance of quality and work standards.

12. Effect of proposed changes on progress schedule and coordination.

13. Other business relating to Work.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

3.1 SPECIAL PROCEDURES

A. Materials: As specified in product sections, match existing with new products as applicable.

B. Employ skilled and experienced installers to perform work.

C. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion.

D. Contractor shall coordinate with the owner’s representative to determine an approved location for storing salvaged materials. Remove and dispose of any material removed from the jobsite that has not been marked for salvage.

E. Replace all materials permanently being incorporated in the plans as specified in the Contract Documents.

F. Remove trash, debris, and any non-salvaged items from the project site and dispose of properly. Upon completion of cleanup, perform a walk-through with the Owner’s representative and inspect the cleanliness of any existing or new utility structures within the project limits, including all structures downstream of the Work.

G. Clean dirty surfaces and remove old finishes prior to applying finishes or per manufacturer's specifications.

Clark Dietz, Inc. 01 30 00 - 5

H. Perform all Work in a manner that promotes safe working conditions on site and protect existing features adjacent to Work. Contractor shall take all necessary precautions necessary to protect pedestrians.

I. Replace any existing features damaged, lifted, discolored, or showing other imperfections as directed by the Owner’s Representative.

3.2 CLEANING AND PROTECTION

A. General: During handling and installation of work at the project site, clean and protect work in progress and adjoining work by providing continuous maintenance.

B. Limiting Exposures of Work: To the extent possible through reasonable control and protection methods, supervise performance of the work in such a manner and by such means which will ensure that none of the work, whether completed or in progress, will be subjected to harmful, dangerous, damaging or otherwise deleterious exposure during the construction period. Such exposures include, where applicable, but not by way of limitation the following:

1. Water or ice.

2. Solvents.

3. Chemicals.

4. Light.

5. Puncture.

6. Abrasion.

7. Heavy traffic.

8. Misalignment.

9. Excessive weathering.

10. Unprotected storage.

11. Improper shipping or handling.

12. Theft.

13. Vandalism.

3.3 CONSERVATION

A. It is a requirement for supervision and administration of the work that construction operations be conducted with the consideration given to conservation of energy, water and materials.

County of Kenosha – KCDC Paving Rehabilitation – Phase 3 Submittal Procedures

Clark Dietz, Inc. 01 33 00 - 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Submittal procedures.

B. Owner’s/Engineer’s Action.

C. Proposed products list.

D. Product data.

E. Shop drawings.

F. Design data.

G. Test reports.

H. Certificates.

I. Operation and Maintenance manuals.

J. Manufacturer's field reports.

1.2 SUBMITTAL PROCEDURES

A. Transmit each submittal with Engineer accepted form.

B. Sequentially number transmittal forms. Mark revised submittals with original number and sequential alphabetic suffix.

C. Identify Project, Contractor, subcontractor and supplier; pertinent drawing and detail number, and specification section number, appropriate to submittal.

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents.

E. Schedule submittals to expedite Project and deliver to Engineer as directed below for electronic submittals.

Coordinate submission of related items.

F. For each submittal review, allow 15 days excluding delivery time to and from Contractor. Where the submittal must be held for coordination, the Engineer will so advise the Contractor.

G. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work.

H. Allow space on submittals for Contractor and Engineer review stamps.

I. When revised for resubmission, identify changes made since previous submission.

Clark Dietz, Inc. 01 33 00 - 2

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report inability to comply with requirements.

K. Submittals not requested will not be recognized or processed.

L. Except for samples, electronic submittals are required.

M. Electronic submittals are required to conform to all of the submittal requirements listed above.

N. Email electronic submittals to the Engineer.

O. Submit electronic documents as a single portable electronic file (.pdf). Contractor should request an exception for documents that are not sent in pdf format or are sent as multiple files. Electronic files will be rejected if they are not clearly legible.

P. Submittals delivered electronically will be returned to the Contractor as electronic files. Engineer will return:

1. Engineer’s review form and comments

2. Contractor’s transmittal form

3. Submittal materials only if comments on the materials are required.

1.3 OWNER’S/ENGINEER’S ACTION

A. Unless otherwise noted, the Owner/Engineer will review each submittal and mark with appropriate "Action".

B. Action Stamp: The Owner/Engineer will stamp each submittal to be returned with a uniform, self-explanatory action stamp, appropriately marked and executed to indicate whether the submittal returned is for unrestricted use, final-but-restricted use (as marked), must be revised and resubmitted (use not permitted) or without action (as explained on the transmittal form).

C. Final Unrestricted Release: Where the submittals are marked as follows, the work covered by the submittal may proceed provided it complies with the requirements of the contract documents; acceptance of the work will depend upon that compliance.

1. Marking: "No Exception Taken".

D. Final-But-Restricted Release: When the submittals are marked as follows, the work covered by the submittal may proceed provided it complies with the Owner/Engineer's notations, corrections marked on the submittal, and with the requirements of the contract documents; acceptance of the work will depend on that compliance.

1. Marking: "Make Corrections Noted".

E. Returned to Resubmittal: When the submittal is marked as follows, do not proceed with the work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise the submittal or prepare a new submittal in accordance with the Owner/Engineer's notations stating the reasons for returning the submittal. Repeat if necessary to obtain a different action marking. Do not permit submittals with the following marking to be used at the project site, or elsewhere where work is in progress.

1. Marking:

a. "Rejected".

b. "Revise and Resubmit".

c. "Submit Specified Item."

1.4 PROPOSED PRODUCTS LIST

A. Within 15 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.

Clark Dietz, Inc. 01 33 00 - 3

B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.

1.5 PRODUCT DATA

A. Information required specifically as product date includes manufacturer's standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other work.

B. Collect required product data into a single submittal for each unit of work or system. Mark each copy to show which choices and options are applicable to the project. Where product data has been printed to include information on several similar products, some of which are not required for use on the project, or are not included in this submittal, mark the copies to show clearly that such information is not applicable.

C. Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. Product data submittal is required for information and record and to determine that the products, materials and systems comply with the provisions of the contract documents. Therefore, the initial submittal is also the final submittal, except where the Engineer observes that there is non-compliance with the provisions of the contract documents and returns the submittal to the Contractor marked with the appropriate "Action".

D. Unless submitted electronically, submit number of copies Contractor requires, plus three copies Engineer will retain.

E. Identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

F. Where product data must be specially prepared for required products, materials or systems, because standard printed data is not suitable for use, submit data as "shop drawings" and not as "product data".

G. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

H. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01 70 00 - Execution and Closeout Requirements.

1.6 SHOP DRAWINGS

A. Shop Drawings: Submit to Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.

B. When required by individual specification sections, provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings.

1. Include signed and sealed calculations to support design.

2. Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.

C. Make revisions and provide additional information when required by authorities having jurisdiction.

D. Information required on shop drawings includes, dimensions, identification of specific products and materials which are included in the work, compliance with specified standards and notations of coordination requirements with other work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the contract documents on the shop drawings.

Clark Dietz, Inc. 01 33 00 - 4

E. Do not permit shop drawing copies without an appropriate final "Action" marking by the Engineer to be used in connection with the work.

F. Unless submitted electronically, submit number of opaque reproductions Contractor requires, plus three copies Engineer will retain.

G. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 01 70 00 - Execution and Closeout Requirements.

1.7 DESIGN DATA

A. Submit for Engineer's knowledge as contract administrator or for Owner.

B. Submit information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

C. Unless submitted electronically, submit number of opaque reproductions Contractor requires, plus three copies Engineer will retain.

1.8 TEST REPORTS

A. Submit for Engineer's knowledge as contract administrator or for Owner.

B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

C. Unless submitted electronically, submit number of opaque reproductions Contractor requires, plus three copies Engineer will retain.

1.9 CERTIFICATES

A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Engineer, in quantities specified for Product Data.

B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Engineer.

D. Unless submitted electronically, submit number of opaque reproductions Contractor requires, plus three copies Engineer will retain.

1.10 CONSTRUCTION PHOTOGRAPHS

A. Take pre-construction digital photos as evidence of existing project. The photos taken shall be of a high enough quality to assess the physical condition of any project-related features captured in the photos.

B. With the application at time of Final Completion: Deliver a USB flash drive with .jpg files to Owner with project record documents. Catalog and index photos and submit to the Owner’s Representative at the Preconstruction Meeting.

1.11 SUBMITTAL SCHDULE

A. A preliminary submittal schedule is attached to this Section.

Clark Dietz, Inc. 01 33 00 - 5

B. Contractor shall develop a Schedule of Submittals that documents all planned submittals and submit it to the Owner’s Representative with the Contractor’s Initial Payment Application.

C. Preliminary Submittal Schedule

1. Break Run Sieve Analysis

2. Dense Graded Aggerate Sieve Analysis

3. Tack Coat

4. Asphalt Mix Designs for:

a. HMA 3 LT 58-28 S

b. HMA 4 LT 58-28 S

5. Concrete Mix Designs for:

a. Concrete Pavement

6. Geogrid Type SR

7. Pavement Marking

8. Full Depth Reclamation Cement

9. Chain Link Fence

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION – NOT USED

County of Kenosha – KCDC Paving Rehabilitation – Phase 3 Quality Procedures

Clark Dietz, Inc. 01 40 00 - 1

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Quality control and control of installation.

B. Tolerances.

C. References.

D. Source and quality of materials and equipment.

E. Material testing.

F. Testing and inspection services.

G. Examination.

1.2 QUALITY CONTROL AND CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. When manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform Work by persons qualified to produce required and specified quality.

F. Verify field measurements match the Shop Drawings or as instructed by manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement.

1.3 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. When manufacturers' tolerances conflict with Contract Documents, request clarification from Engineer before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

1.4 REFERENCES

A. For products or workmanship specified by association, trade, or other consensus standards, complies with requirements of standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date for receiving bids, except where specific date is established by code.

Clark Dietz, Inc. 01 40 00 - 2

C. Obtain copies of standards where required by product specification sections.

D. When specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding.

E. Neither contractual relationships, duties, responsibilities of parties in Contract, nor those of Engineer shall be altered from Contract Documents by mention or inference otherwise in reference documents.

1.5 SOURCE AND QUALITY OF MATERIALS AND EQUIPMENT

A. The source of materials to be used shall be in accordance with the Contract Documents and as approved by the Engineer before delivery. Use of approved sourced materials shall continue as long as the material conforms to the Specifications.

B. All material not conforming to the requirements of the Specifications is considered defective and shall be removed from the Work. If in place, faulty materials shall be removed by the Contractor at his expense and replaced with acceptable material unless permitted otherwise by the Owner. No defective materials which have been subsequently corrected shall be reused until approval has been given.

C. Upon failure of the Contractor to comply immediately with any order of the Engineer to remove and replace defective material, the Owner shall have authority to remove and replace defective materials, and to deduct the cost of removal and replacement from any monies due or to become due to the Contractor. Failure to reject any defective materials or work at the time of installation shall in no way prevent later rejection when such defects are discovered, nor obligate the Owner to final acceptance.

1.6 MATERIAL TESTING

A. Do not make use of or incorporate in the work materials represented by the tested samples until tests have been…