Bid Notice-Grading _ Surfacing - Geary County.pdf

PDF 7 MB Posted

Attached to
Grading & Surfacing - Geary County State and local contract opportunity
Solicitation number
526106252
Issued by
Ford County, Kansas City, Kansas

About this file

Bid Notice: Grading & Surfacing - Geary County

This is a bid notice issued by the Kansas Department of Transportation (KDOT) for grading and surfacing work in Geary County, Kansas. The project involves improvements to the I-70 corridor at the Milford Lake Road junction (Exit 290), with a total project length of 0.139 miles. The scope of work encompasses grading and surfacing activities necessary to complete the roadway improvements at this critical intersection. Prospective bidders are required to submit sealed bids by the specified due date, with the project subject to standard KDOT bidding procedures and requirements. The notice provides details on bid submission procedures, project specifications, and mandatory compliance with applicable state and federal regulations governing transportation construction projects.

The bid notice outlines the bidding requirements and conditions for contractor selection. Interested parties should review all project documents, including the scope of work and technical specifications, to accurately prepare their proposals. The project follows Kansas procurement standards for highway construction, and all bidders must be qualified and preregistered with KDOT. Pricing must be submitted on the official bid forms provided, and award will be made to the responsible bidder submitting the lowest responsive bid, contingent upon project funding approval and compliance with prevailing wage requirements applicable to Kansas transportation projects.

View the file

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Dwight D. Eisenhower State Office Building 700 S.W. Harrison Street Topeka, KS 66603-3745

Phone: 785-296-3576 Hearing Impaired - 711 publicinfo@ksdot.org http://www.ksdot.org

Bureau of Construction and Materials

STATE PROJECT NUMBER: I070-031 KA 6837-02

CALL ORDER NUMBER: 625

PROPOSAL NUMBER: 526106252

LETTING DATE 10/21/2026

COUNTY: GEARY

FUND TYPE: STATE

JUNCTION CITYKDOT CONSTRUCTION OFFICE:

PROJECT DESCRIPTION

GRADING AND SURFACING. I-70; MILFORD LAKE RD. AT

I-70/MILFORD LAKE RD JCT. (EXIT 290) IN GE CO. LGTH 0.139 MI.

RESTRICTED DAYS

(See Special Provisions)

TOTAL CONTRACT DAYS

(See Special Provisions)

SEE SPECIAL PROVISION

SEE SPECIAL PROVISION

Earliest Start Date:

Latest Start Date:

1:11:00PM9/16/2026 @

Letting 10/21/2026 Kansas Department of Transportation Project No. I070-031 KA 6837-02

Contract No. 526106252

I070-031 KA 6837-02 I070-031 KA 6837-02

CONTRACT PROPOSAL

DOT Form No. 202 Rev. 02/19

Contract ID: 526106252

1. The Secretary of Transportation of the State of Kansas [Secretary] will accept only electronic internet proposals from prequalified contractors for construction, improvement, reconstruction, or maintenance work in the State of Kansas, said work known as Project No.:

I070-031 KA 6837-02 / I070-031 KA 6837-02

The general scope, location and net length are:

GRADING AND SURFACING. I-70; MILFORD LAKE RD. AT

I-70/MILFORD LAKE RD JCT. (EXIT 290) IN GE CO. LGTH 0.139

MI.

2. This is the Proposal of [Contractor] to complete the Project for the amount set out in the accompanying

Unit Prices List.

3. The Contractor makes the following ties and riders as part of its Proposal in addition to state ties, if any:

4. Contractors and other interested entities may examine the Bidding Proposal Form/Contract Documents (see paragraph 11 below) at the County Clerk's Office in the County in which the Project is located and at the

Kansas Department of Transportation [KODT] Bureau of Construction and Materials, Eisenhower State Office

Building, 700 SW Harrison, Topeka, Kansas 66603. Contractors may examine and print the Bidding Proposal

Form/Contract Documents by using KDOT's website at http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors" and "Highway Letting Information",and using the links provided in the Project information for this project. KDOT will not print and mail paper copies of Proposal

Forms. Contractors shall notify KDOT of their intent to bid as a prime contractor by identifying themselves as a Bid Holder on the website above. Contractors shall furnish this notice no later than 5:00 P.M. on the

Monday preceding the scheduled Letting Date. For a fee, Contractors and other interested entities may order paper copies of the KDOT Standard Specifications for State Road and Bridge Construction, 2015 Edition, [Standard Specifications] by using KDOT's website of http://www.ksdot.gov and choosing the following selections: "Doing Business", "Highway Contractors", "Contractor Resources and "Specifications".

5.Contractors shall use the Bidx.com website to complete and submit the bid form. Project bid forms are available on Bid Express' website at http://www.bidx.com.

6. Contractors shall only use the Project Bids software to create a proposal and submit an electronic internet proposal to KDOT using the Bid Express website.

7. The KDOT Bureau of Construction and Materials will only accept electronic internet proposals on-line using

Bid Express until 1:00 P.M. Local Time on the Letting Date. KDOT will open and read these proposals at the

Eisenhower State Office Building, 700 SW Harrison, Topeka, Kansas 66603 at 3:00 P.M. Local Time on the

Letting Date. Bids are read on a conference call at 785-414-8630. The conference ID is 856 616 050#.

8. The Contractor shall execute a contract for the proposed work within ten (10) business days after notice of the award of the contract.

9. The contractor shall complete work to open the project to unrestricted traffic within _35_ Restricted Days and shall complete the work within the total Contract Working Days of _45_.

Contractor: Check: Page 1

10. The Contractor shall complete the Project according to the plans, Standard Specifications, provisions identified in the Special Provision List and all other Contract Documents identified in Standard

Specifications subsection 101.3

11. The undersigned declares that the Contractor has carefully examined the Bidding Proposal Form for the

Project. The Contractor understands the following:

A. The Bidding Proposal Form consists of the following documents: the Bidx bid form on the Bid Express website (which includes DOT Form 202, required contract provisions, and the Unit Prices List), special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, any addenda, all questions and answers posted on the Bid

Express website, and any amendments the Secretary provides for the Project. The Contractor can obtain these documents at KDOT's website (see paragraph 4).

B. The special provision list identifies all required contract provisions, project special provisions and special provisions that apply to the Project.

C. The Bidding Proposal form becomes the Contractor's Proposal after the Contractor completes the Bidx bid form, electronically signs the Proposal where required on DOT Form 202, and submits the completed Bidx bid form documents and bid bond to KDOT using Bid Express. The special provision list, project special provisions, special provisions, Standard Specifications, plans, exploratory work documents, any additional contract information, all questions and answers posted on the Bid Express website, and any addenda are incorporated by reference into the Proposal. These documents are part of the Contractor's Proposal.

D. In electronically signing this Proposal, the Contractor waives the right to claim that the Contractor misunderstood the contents of the Proposal or the procurement process.

12. The Contractor has inspected the actual location of the work. The Contractor has determined the availability of materials. The Contractor has evaluated all quantities and conditions. In electronically signing this Proposal, the Contractor waives the right to claim that the Contractor misunderstood the scope of the work.

13. SPECIAL PROVISIONS REQUIRING INFORMATION. The following Required Contract Provisions (I-XVII) require the

Contractor to furnish information. The current versions of these provisions are contained in the Bidx bid form. Some or all of these apply to the Project as indicated in the Special Provision List. The Contractor shall complete these provisions within the Bidx bid form file. When these documents are required, the

Secretary will reject proposals that fail to contain completed Provisions I, II, III, or IV in the EBSX file, and may reject proposals that fail to contain completed Provisions V, VI, VII, VIII, IX, X, XI, XII, XIII, XIV, XV, XVI, or XVII in the Bidx bid form.

I. 08-10-66 Certification-Noncollusion & History of Debarment

II. 04-30-82 Certification-Financial Prequalification Amount

III. 04-26-90 Declaration-Limitations on Use of Federal Funds for Lobbying

IV. 08-04-92 Certification-Contractual Services with a Current Legislator or a Current Legislator's Firm

V. 10-10-00 Price Adjustment for Fuel

VI. 06-01-06 Price Adjustment for Asphalt

VII. 08-31-09 Price Adjustment for Emulsified Asphalt

VIII. 08-08-01 Furnishing and Planting Plant Materials Unit Cost

IX. 05-18-07 Repair (Structures) Unit Cost

X. 11-15-17 Electric Lighting System Unit Cost

XI. 04-06-09 ITS Unit Cost

XII. 08-17-16 Water System Unit Cost

XIII. 06-19-19 Sanitary Sewer System Unit Cost

XIV. 01-01-18 Smart Work Zone System Unit Cost

XV. 08-12-24 CORS Unit Cost

XVI. 04-06-26 Federal Restrictions on Foreign Drones

XVII. 01-01-11 Kansas Department of Revenue Tax Clearance Certificate

Contractor: Check: Page 2

14. The funding source for this Project is STATE. On Projects involving City or County funds, the Secretary acts as the Agent of the City or County and as the administrator of federal or state funds. Each governmental entity's responsibilities are described in a contract between the entities which is available on request.

15. FEDERAL AID DOCUMENTS INCLUDED IN PROPOSAL. If the Project is supported in whole or in part by Federal funds, the latest revisions of the following provisions (I - IV) also apply to the Project. These documents are not included in the Project EBSX file but are accessible on KDOT's website and incorporated by reference into the proposal like other provisions and the exploratory work documents.

I. 11-03-80 Affirmative Action For EEO

II. 11-15-96 Affirmative Action & EEO Policies

III. 09-06-94 U.S. DOT Fraud Hotline

IV. FHWA-1273 Federal-Aid Required Contract Provisions

16. The Secretary reserves the right to reject any and all proposals and to waive any or all technicalities.

17. SIGNATURE SECTION:

A. Electronic Internet Proposal

The person submitting the electronic internet Proposal, on the Contractor's behalf, shall be the person whose digital identification is used to submit this Proposal. That person shall complete paragraphs B and C. The person whose digital identification is used to electronically sign this Proposal binds the Contractor to this

Proposal and binds the named individual to the certification in paragraph B.

B. Certification

I CERTIFY THAT I AM AUTHORIZED TO REPRESENT THE CONTRACTOR IN PREPARING AND PRESENTING THIS PROPOSAL. I

CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING (INCLUDING BUT NOT LIMITED TO THE INFORMATION CONTAINED

IN THE SPECICIAL PROVISIONS REFERENCED IN PARAGRAPH 13) IS TRUE AND CORRECT.

EXECUTED ON

C. Signature

Number of company or joint venture:

Name of company or joint venture:

Name of person signing:

Title of the person signing:

Signature: Electronic Internet Proposal

RELEASED FOR CONSTRUCTION:

Date:____________________________________

Chief of Construction and Materials

Contractor: Check: Page 3

KANSAS DEPARTMENT OF TRANSPORTATION

SPECIAL PROVISION LIST

PAGE:

DATE:

09/09/26

STATE PROJECT NO: I070-031 KA 6837-02 STATE CONTRACT NO: 526106252

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: GEARY2

GRADING AND SURFACING. I-70; MILFORD LAKE RD. AT I-70/MILFORD LAKE RD

JCT. (EXIT 290) IN GE CO. LGTH 0.139 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT08-10-66-R05

REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION04-30-82-R07

REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR08-04-92-R03

REQUIRED CONTRACT PROVISION-EEO REQUIREMENT11-15-96-R06

REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED07-01-17-R1

MINIMUM WAGE RATE (GEARY COUNTY)KS20260136

REQUIRED CONTRACT PROVISION-TAX CLEARANCE CERTIFICATE01-01-11-R01

POLICY AGAINST SEXUAL HARASSMENT03-01-18

ERRATA SHEET FOR STD SPEC BOOK FOR RD & BR CONST, 2015 ED15-ER-1-R23

REQUIRED CONTRACT PROVISIONS KS FUNDED CONST CONTRACTS15-01003

ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R06

PROSECUTION AND PROGRESS15-01016-R04

CONTROL OF WORK15-01019-R02

BIDDING REQUIREMENTS AND CONDITIONS15-01021-R03

SCOPE OF WORK15-01022-R04

BIDDING REQUIREMENTS AND CONDITIONS15-01023

AWARD AND EXECUTION OF CONTRACT15-01024

ON GRADE CONCRETE15-04003

GENERAL CONCRETE15-04005-R04

PORTLAND CEMENT CONCRETE PAVEMENT (NON-QC/QA)15-05002-R01

WORK ZONE TRAFFIC CONTROL AND SAFETY (FOR 1R'S)15-08001-R04

PAVEMENT WIDENING, SHOULDERING AND PAVEMENT EDGE WEDGE15-08011-R02

WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04

DURABLE PAVEMENT MARKING15-08020-R02

WORK ZONE TRAFFIC CONTROL AND SAFETY (WORKERS PRESENT SIGNS)15-08029

STORMWATER POLLUTION MANAGEMENT15-09002-R05

AGGREGATE FOR ON GRADE15-11004-R03

AIR-ENTRAINING ADMIXTURES FOR CONCRETE15-14001-R01

SHEET MATERIALS FOR CURING CONCRETE15-14002

LIQUID MEMBRANE FORMING COMPOUNDS15-14003

HOT JOINT SEALING COMPOUND15-15001-R01

PREFORMED EXPANSION JOINT FILLER FOR CONCRETE15-15002

COLD APPLIED CHEMICALLY CURED JOINT SEALANT15-15004

BACKER ROD15-15005

STEEL SIGN POSTS15-16002-R03

SPECIAL PROVISION LIST

PAGE:

DATE:

09/09/26

STATE PROJECT NO: I070-031 KA 6837-02 STATE CONTRACT NO: 526106252

FEDERAL PROJ NO.

PRIMARY DISTRICT:

DESCRIPTION:

PRIMARY COUNTY: GEARY2

GRADING AND SURFACING. I-70; MILFORD LAKE RD. AT I-70/MILFORD LAKE RD

JCT. (EXIT 290) IN GE CO. LGTH 0.139 MI.

PROVISION NO. DESCRIPTION

NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.

OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED

PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE

RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.

PORTABLE CHANGEABLE MESSAGE SIGNS15-17001-R01

PORTLAND CEMENT AND BLENDED HYDRAULIC CEMENT15-20001-R02

HYDRATED LIME15-20002

FLYASH FOR USE IN CONCRETE15-20004-R01

SILICA FUME15-20005

SLAG CEMENT FOR USE IN CONCRETE AND MORTAR15-20006

MULTI - COMPONENT LIQUID PAVEMENT MARKING MATERIAL15-22003-R02

IMAGE SYSTEMS15-22005-R03

RETROREFLECTIVE SHEETING15-22006-R01

ROLL-UP SIGNS15-22011

WOOD POSTS15-23001-R03

FIELD HANDLING AND PRESERVATIVE TREATMENT OF WOOD PRODUCTS15-23003-R02

PART V15-25001-R07

MATERIALS CERTIFICATIONS15-26001-R13

COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS15-PS0018

E-TICKETING SYSTEM(ETS) FOR HOT MIX ASPHALT(HMA)15-PS0020-R2

WORK SCHEDULE15-WS0407

END OF SPECIAL PROVISION LIST

REQUIRED CONTRACT PROVISION - 08-10-66-R05 (Rev. 07/05)

CERTIFICATION - NONCOLLUSION AND HISTORY OF DEBARMENT

K.A.R. 36-30-4, 49 C.F.R. 29.335, 23 U.S.C. 112(c), 49 U.S.C. 322

Complete the exceptions below if applicable. The Contractor's signature on the last page of the Contractor's

Proposal (DOT Form 202) supplies the necessary signature for this Certificate.

NONCOLLUSION

I certify that the Contractor submitting this bid has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive bidding in connection with the submitted bid.

HISTORY OF DEBARMENT

I certify that, except as noted below, the Contractor submitting this bid and any person associated with this

Contractor in the capacitiy of owner, partner, director, officer, principal, investigator, project director, manager, auditor, or any position involving the administration of federal funds:

1. Are not currently suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency;

2. Have not been suspended, debarred, voluntarily excluded or disqualified from bidding by any federal or state agency within the past three years;

3. Do not have a proposed debarment pending;

4. Within the past three years, have not been convicted or had a civil judgment rendered against them by a court of competent jurisdiction in any matter involving fraud, antitrust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or business honesty; and

5. Are not currently indicted or otherwise criminally or civilly charged by a federal, state, or local government with fraud, anti-trust violations, theft, official misconduct, or other offenses indicating a lack of business integrity or business honesty; and

6. Have not had one or more federal, state, or local government contracts terminated for cause or default within the past three years.

Answer 'Yes' if there are exceptions to the above described circumstances. Answer 'No' if there are no exceptions.

◯ Yes ◯ No

The exceptions, if any, are:

Contractor: Check: Page 4

REQUIRED CONTRACT PROVISION - 04-30-82-R07 (Rev. 01/11)

CERTIFICATION - FINANCIAL PREQUALIFICATION AMOUNT

Select the appropriate response below to indicate whether this Proposal exceeds the Contractor's financial prequalification amount. The Contractor's signature on the last page of the Contractor's Proposal (DOT Form

202) supplies the necessary signature for this Certificate.

I understand that I may be required to identify the outstanding contract and subcontract work of my firm, association or corporation on DOT Form 284 prior to an award of contract. Unless I obtain approval, I understand that the Secretary may reject this Proposal if the dollar value of work on this Contract combined with unearned amounts on our unfinished contract and subcontract work exceeds our prequalification amount.

I certify that the amount of this Proposal plus the total unearned amount of other contracts with the Kansas

Department of Transportation plus the unearned amount of all other contracts in this state or other states

◯ exceeds ◯ does not exceed the financial prequalification amount of our firm, association or corporation. I also certify that our firm, association or corporation has the financial ability to do the work.

If this Proposal exceeds the financial prequalification amount, I certify that I obtained approval to submit this bid from the KDOT representative I have listed below. (Prior approval to exceed the prequalification limit may be made by telephone or personal contact).

KDOT Approval Granted by:

KDOT Approval Date:

Contractor: Check: Page 5

REQUIRED CONTRACT PROVISION - 08-04-92-R03 (Rev. 07/05)

CERTIFICATION - CONTRACTUAL SERVICES WITH A CURRENT

LEGISLATOR OR A CURRENT LEGISLATOR'S FIRM

Select the appropriate response below to indicate whether this contract is with a legislator or a firm in which a legislator is a member. The Contractor's signature on the last page of the Contractor's Proposal (DOT

Form 202) supplies the necessary signature for this Certificate.

Kansas Law, K.S.A. 46-239(c), requires this agency to report all contracts entered into with any legislator or any member of a firm of which a legislator is a member, under which the legislator or member of the firm is to perform services for this agency for compensation. The Contractor certifies that:

This Contract ◯ is ◯ is not with a legislator or a firm in which a legislator is a member. That Legislator is:

Name:

Address:

City State Zip:

Business Telephone:

Contractor: Check: Page 6

REQUIRED CONTRACT PROVISION - 01-01-11-R01 (01-01-11-R01)

TAX CLEARANCE CERTIFICATE

Answer 'Yes' if the Contractor has a current Tax Clearance Certificate. Answer 'No' if the Contractor does not have a current Tax Clearance Certificate.

◯ Yes ◯ No

Insert the Tax Clearance Confirmation Number if available at the time of bidding:

Contractors shall have a current Tax Clearance Certificate from the Kansas Department of Revenue [KDOR] at the time of contract award. The Tax Clearance process is a tax account review by KDOR to determine that the

Contractor's account is compliant with Kansas tax laws administered by the Director of Taxation. The

Secretary will reject the Contractor's Proposal as non-responsive if the Contractor does not have a current

Tax Clearance Certificate at the time of the contract award.

To obtain a Tax Clearance Certificate, the Contractor shall complete and submit to KDOR an Application for

Tax Clearance obtained from KDOR's website at http://www.ksrevenue.org/taxclearance.htm. The Application Form can be completed and submitted on-line, by mail, or by fax. After the Contractor submits the Application, KDOR will provide the Contractor a Transaction ID number. The Contractor shall use the Transaction ID number to retrieve the Tax Clearance Certificate. Decisions on on-line applications are generally available the following business day.

After the Contractor obtains the Tax Clearance Certificate, the Contractor shall insert on this Required

Contract Provision the Confirmation Number contained in the Certificate or the Contractor shall submit a copy of the Tax Clearance Certificate to the KDOT Bureau of Construction and Materials by hand delivery, mail, e-mail or fax. Before awarding a contract, the Bureau of Construction and Materials will authenticate the

Certificate through the Confirmation Number inserted on this Required Contract Provision or contained on the

Certificate submitted.

If the Contractor is unable to retrieve the Tax Clearance Certificate or if KDOR denies the Contractor's

Application for Tax Clearance, the Contractor shall call KDOR's Special Projects Team at 785-296-3199 to determine why KDOR failed to issue the certificate.

Tax Clearance Certificates are valid for 90 days after issue. To renew a clearance, submit a new Tax

Clearance Application. Information pertaining to a Tax Clearance is subject to change for various reasons, including a state tax audit, federal tax audit, agent actions, hearings, and other legal actions. The Tax

Clearance Certificate is not "clearance" for all types of taxes the State of Kansas may assess.

Subcontractors also shall have a current Tax Clearance Certificate from KDOR before the Secrtary approves them for subcontract work. The Contractor shall submit to the KDOT Field Office the Subcontractor's Tax

Clearance Certificate with KDOT Form 259, Request for Approval of Subcontractor.

Contractor: Check: Page 7

Line Number Item Number Quantity Unit Unit Price Extension Price

Section 01

COMMON ITEMS

1 025323 1.000 LS

MOBILIZATION /

2 070580 1.000 HOUR $30.000 $30.00

FLAGGER (SET PRICE) /

Section 01 Total 30.00

Section 02

ROAD ITEMS

3 012420 352.000 CUYD

ROCK EXCAVATION /

4 012410 124.000 CUYD

COMMON EXCAVATION (RURAL SMALL) /

5 012153 124.000 CUYD

COMPACTION OF EARTHWORK (TYPE AA) (MR-5-0) /

6 010114 1.000 MGAL $40.000 $40.00

WATER (GRADING) (SET PRICE) /

7 025156 744.000 SQYD

GRANULAR BASE (10") /

8 010355 1.000 MGAL $40.000 $40.00

WATER (GRANULAR BASE) (SET PRICE) /

Section 02 Total 80.00

Section 03

CONCRETE SURFACING ITEMS

9 070432 744.000 SQYD

CONCRETE PAVEMENT (10" UNIFORM) (AE) (NRDJ) /

10 081050 6.000 TON

PAVEMENT EDGE WEDGE (ROCK) /

11 011478 1.000 MGAL $40.000 $40.00

WATER (EARTHWORK COMPACTION) (SET PRICE) /

Section 03 Total 40.00

Section 04

PAVEMENT MARKING ITEMS

12 023140 200.000 LNFT

PAVEMENT MARKING (MULTI-COMPONENT) (WHITE) ( 6") /

13 023143 240.000 LNFT

PAVEMENT MARKING (MULTI-COMPONENT) (YELLOW) ( 4") /

Section 04 Total

Section 05

TRAFFIC CONTROL ITEMS

14 025331 160.000 EADA

WORK ZONE SIGNS ( 0 TO 9.25 SQ.FT.) /

15 025332 950.000 EADA

WORK ZONE SIGNS ( 9.26 TO 16.25 SQ.FT.) /

Contractor: Check: Page 8

16 025333 160.000 EADA

WORK ZONE SIGNS (16.26 SQ.FT. & OVER) /

17 025376 630.000 EADA

WORK ZONE BARRICADES (TYPE 3 - 4 TO 12 LIN. FT.) /

18 011492 2100.000 EADA

CHANNELIZER (PORTABLE) /

19 025343 840.000 EADA

WORK ZONE WARNING LIGHT (TYPE "A" LOW INTENSITY) /

20 025365 110.000 EADA

PORTABLE CHANGEABLE MESSAGE SIGN /

21 072116 1.000 LS

TRAFFIC CONTROL (INITIAL SETUP) /

Section 05 Total

Item Total $150.00

Contractor: Check: Page 9

�� ������������������������������������������������������������������������������*+,�����-��.��/�������������������������������������������������������������+����������������������0���#��*+,�1,+�2+3���+4��4+567777777777777777777777777777778��.7���������������������/7��----------------------------------------------------------------��4�����.-�9������.����.�����������������������������������������������������+����������������������0���#���+4��� +*:2+��,00�+,5 ��+4��7777777777777777777777778��.7���������������������7���+4��� +*:2+��065�;2 �5� �6,1;,<777777777777777777778���7��������������������.7�.�+4��� +*:2+�� 4')�5� ��5� 2'777777777777777777777778���7���������������������7���+4��� +*:2+���15�2+��+4��777777777777777777777777778���7/���������������������7���+500*���*��56*=5�*,����+500*���*��56�*���5665�*,��>�+,4� '5�?777777777777777777777777777777777777777778���7�/�������������������7���+500*���,��+,6�����2+:*�2� +*:2+77777777777777777778��/7�9�������������������7��,)2+5�,+����+*)*���'5�"*�2777777777777777777777777778��97�9��������������������7��,)2+5�,+��+,�,�'*66��+,4� '5�777777777777777777777778���7/��������������������7��,)2+5�,+��+,�,�'*667777777777777777777777777777777778��.7���������������������7��,)2+5�,+����+5��,+77777777777777777777777777777777778��/7.��������������������7��,)2+5�,+�����+22 777777777777777777777777777777777778��/79��������������������7��,)2+5�,+�����+5)2+77777777777777777777777777777777778��97�9�������������������7��,)2+5�,+���+,662+777777777777777777777777777777777778��/7/��������������������7��,)2+5�,+���)5:2+��>5�)"56�3�5��+2�5�23�5� ��,��+2�2?77777777777777777777777777777777777777777778���7���������������������7��,)2+5�,+���'2�"5�*�7777777777777777777777777777777778���7�.�������������������7��,)2+5�,+���'5�2+*56��+5��02+�:2"*�6277777777777777778��/7���������������������7��,)2+5�,+���6,5 2+777777777777777777777777777777777778��97���������������������7��,)2+5�,+����+5 2+�;65 2777777777777777777777777777778���7���������������������7.�,)2+5�,+��� *��+*;4�,+7777777777777777777777777777778���7���������������������7��,)2+5�,+����+5�27777777777777777777777777777777777778���7/.�������������������7��,)2+5�,+����,��+2�2�0*�*�"*���'5�"*�27777777777777778��/7���������������������7��,)2+5�,+���;466 ,=2+777777777777777777777777777777778��.7��������������������/7��,)2+5�,+���;+,,'��122)2+77777777777777777777777777778��/7���������������������7��,)2+5�,+���;,;�5����* ���22+���* �6,5 2+7777777777778���79��������������������7��,)2+5�,+���;5��",2�2@�5:5�,+��+5��",27777777777777778��.7//�������������������7��65;,+2+���'5�,���2� 2+�-��2'2����,��+2�27777777777778��.79���������������������7��65;,+2+���065��2+777777777777777777777777777777777778���7���������������������7��65;,+2+����,��+2�2��51�>"5� �"26 �156��;2"*� ?7777778��.7���������������������/7��65;,+2+����,'',��,+��2�2+5677777777777777777777777778��/7���������������������7��*+,�1,+�2+3�+2*�0,+�*��777777777777777777777777777778���7/��������������������7��262��+*�*5�777777777777777777777777777777777777777778��.7.��������������������/7�/�2'2���'5�,���,��+2�2�0*�*�"2+77777777777777777777778���7���������������������7��

ABCBDAE�CFGH�IJ KIJLMNO

PQQRSFBBSTULMNOBVTMWXYWQWZU[\TQ[N\B]KDGDAĜ_AB̂ B̂̀

������������������������������������������������������������������������������������������������������������������������������
����+��������������������������������������������,������������������������������������������������������������������������������������������������������������������������������������������������������������������������
�����#-#&.#%!"#/%#$-%&0#123%-%!2"/#%23%4&'(3/#%!"&3'"356&-65#71&'(&$&'-&1#'"!7�8888888888888888888888888888888888888888888888888888888888888888�3"#*�9#-:"&.#�%1#%;��<��,����$"!07&$6&'(�!&1�&-=�#!.#23%�#1#%!7�3'"%!-"3%$!//7&#$"3!77-3'"%!-"$$:0>#-""3"6#
!.&$�)!-3'�-"23%56&-6"6#-3'"%!-"&$!5!%1#1;!'1!'?$37&-&"!"&3'5!$&$$:#1<3'3%!2"#%@!':!%?�����,�
2"6&$-3'"%!-"&$-3.#%#10?"6#���"6#-3'"%!-"3%4:$"/%3.&1##4/73?##$5&"6�63:%32/!&1$&-=7#!.#23%#.#%?��63:%$"6#?53%=�:/"3�63:%$32/!&1$&-=7#!.##!-6?#!%��4/73?##$4:$"0#/#%4&""#1"3:$#/!&1$&-=7#!.#23%"6#&%35'&77'#$$�&'>:%?3%3"6#%6#!7"6�%#7!"#1'##1$�&'-7:1&'(/%#.#'"&.#
!.&$�)!-3'�-""6!"5#%#!5!%1#13'3%0#"5##'@!':!%?�����!'1@!':!%?�D������!'1"6!"6!.#'3"0##'%#'#5#13%#9"#'1#13'3%!2"#%@!':!%?���������9#-:"&.#�%1#%��� C13#$'3"!//7?"3-3'"%!-"$$:0>#-"3'7?"3"6#
!.&$�)!-3'�#7!"#1�-"$%#(!%17#$$3256#'"6#?5#%#!5!%1#1�
2!-3'"%!-"&$$:0>#-""3�9#-:"&.#�%1#%��� C�"6#-3'"%!-"3%4:$"/!?!77-3.#%#153%=#%$!"7#!$"�����/#%63:%;3%"6#!//7&-!07#5!(#%!"#7&$"#13'"6&$5!(#1#"#%4&'!"&3'�&2&"&$6&(6#%<23%!7763:%$$/#'"/#%23%4&'(3'"6#-3'"%!-"2%34�!?��������"6%3:(6
#-#40#%���������6#!//7&-!07#�9#-:"&.#�%1#%4&'&4:45!(#%!"#5&770#!1>:$"#1!'':!77?��11&"&3'!7&'23%4!"&3'3'-3'"%!-"3%%#B:&%#4#'"$!'153%=#%/%3"#-"&3'$:'1#%�9#-:"&.#�%1#%��� C&$!.!&7!07#!"555�137�(3.�561�(3.-3'"%!-"$��'7&$"#1-7!$$&2&-!"&3'$'##1#123%53%='3"&'-7:1#15&"6&'"6#$-3/#32"6#-7!$$&2&-!"&3'$7&$"#14!?0#!11#1!2"#%!5!%13'7?!$/%3.&1#1&'
1#'"&2&#%$�23:%�7#""#%&1#'"&2&#%0#(&''&'(5&"6-6!%!-"#%$3"6#%"6!'E��E�E����E�E��E�3%E��E1#'3"#$"6!"!:'&3'%!"#5!$/%#.!&7&'(23%"6!"-7!$$&2&-!"&3'&'"6#$:%.#?��9!4/7#*

FGHGIFJ HKLM NO PNOQRST

UVVWXKGGXYZQRSTG[YR\]̂\V\_Z̀aYV̀SaGbPILIFLcdFGc IGe

������������&�'$��%��������������� ��������������'��������������#������������������$�� �����#���#�������������$�������������������������#��� �����'�������������$���������)*+���������������������������� ��"��#�����#��#���'����,-./0�#� �����#�������������������������/ ���#��1����2����������(����/34���������������������������������#��������$�� ������������������������������%�"�����������5���������������$����������������������������������������������������67/���68�/34 9* ������� �������/34��������������������������������#������������ ���#��������9*���������������:��������9����(�����&����'"��%��������������&�'$��%������������������'"����������$�������#�������#�������'���������(�������%��� ������������&�'$��%��������������������������#�������'������������$���������������������'������������������� ���#�������/��/34�����������"���$�������������!���%�������!����;�����!%����������������#������ ���#������������������������������������� ��"��#�����#��#���'��������������������������"�����:�� �!�1����2����������(���<:�<���������������������������������������#������ ����������$�� ������,�����������������-=1����0���������������������������������� �!�������������������������� ���"!��'$����#������#������ ���#�������"�����������������������$���������������� �!��������������������������/�������#����� ���#����������������������������$���������������� �!%����'�!��������"����������������� �������������6&�'$��8�:�=����� ���> �������������&�'$��%������������������ �!���'$�������������������������������������������������������������������<:�<���#���������!$�����!���'����������������������������� �!��������������*��� ��%�����)�#������*����+� ������,)*+0�����������������������$�������������������������-=1���>,�0,�0�:�����/��$����1����2����������(���<:/<��������������������������������������������������$�� �����#���#������������"!���������,��������0�#� ���'�����������$�������������-�=�1���?,#0 ,�0���6&�'$��8�:/�6���? ����� ������:/��������������������������������������$������6��������������:������������������?��������!���������#������������������'$������������� �!��������������������������������������������������"������(�����&����'"��%�������������&�'$��%�����������������'"�����������$�������#�������#�������'��������(�������%���

ABCBDAE�CFGH�IJ KIJLMNO

PQQRSFBBSTULMNOBVTMWXYWQWZU[\TQ[N\B]KDGDAĜ_AB̂ _B̀

���������
������������
����������������������������������������������������������������������������������������������������������������������������������� ��!"� ��#�""$%�&�
������'�������������������
����������������(����
�*�+������+��,���
�,�������������������������'%�����-�
�,��������������������������%�������������&��������
�����,����������
��������������������������������%����������������
�*�+�������������
/����������������/���������,��0��
���
������

������'���� ��������������&��1 ���������,��"� *�+ ����0��

'��������2����,�*���'+��������)������������1����������,��"�*�+
��������������,������&�����*�
���������������3�"���������������!�'�������������455�#��
���,���/��#�454$5��,����,���+������
�,���������������������

/� �0��

������'�����������������&��1��������#��
����������,��������������

���0��

�'�������*������������1#���������2����,�*��'+��������)������������1��������#��
����������,��������������
��������������,������&�����*�
���������������3�"���������������!�'�������������455�#��

���,���/��#�454$54%�������������������

���/��������+������
������+�.���
���������0��
���*��
���������
�������������������,�����&���������
�����."���46�#7�� ���$�8�����46�#7�� ���9%���0��
�����*��
���������
�������������'��
�'�������*������������'������
��������2����,�*���'+��������)��������������,������&���������
����������������3�"���������������!�'�������������455�#��

���,���/��#�454$5���� �0��

��������������������
�������+:
������������+������������.
�,����+��������/���;������
�������/��������������������/�����%����������0��
������
������
�������*��'��/��������
�������+���+��������������+��������������
����*���*��
�1����.�����+�������,��������
�1���%����������)������������������
����*����*��
�1���������������3�"���������������!�'�������������455�#��

���,���/��#�454$5�================================================================���������������7�������!���#�"���>��������

?@A@B?C�ADEF�GH IGHJKLM

NOOPQD@@QRSJKLM@TRKUVWUOUXSYZROYLZ@[IBEB?E\]?@\ @̂̂

15-PS0018

Sheet 1 of 1

SPECIAL PROVISION TO THE

STANDARD SPECIFICATIONS, EDITION 2015

COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS

SECTION 102

BIDDING REQUIREMENTS AND CONDITIONS

Page 100-13, subsection 102.5. Delete subsection 102.5a.(2)(f) and replace with the following:

(f) Kansas-funded state projects “tied to” Federal-Aid funded state projects and Kansas-funded state projects “tied with” Federal-Aid funded state projects.

10-10-17 C&M Oct-17 Letting

15-PS0020-R2

Sheet 1 of 1

KANSAS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS, 2015 EDITION

SECTION 109

MEASUREMENT AND PAYMENT

Page 100-77, add subsection 109.1e(5):

(5) Electronic Ticketing (e-Ticketing) of Hot Mix Asphalt (HMA). Immediately after each truck is loaded and weighed at the HMA plant, generate an e-Ticket and upload it to the KDOT portal (https://tickets.ksdot.gov). If necessary, create an application programming interface (API) to integrate the e-Tickets with the KDOT portal. Update the API as needed to support the integration. Before beginning production of HMA on a project, connect to the project in the KDOT portal and verify that the required informational fields will be populated on the e-Tickets.

Fully integrate the e-Ticketing hardware and software with electronic scale and load read-out weighing system at the HMA plant. Design the e-Ticketing platform so that weight data cannot be altered. Provide a reliable and stable broadband internet connection and offline capabilities to prevent data loss if power or connectivity is lost.

If a stable internet connection cannot be sustained during material production, suspend plant production and paving or revert to the use of paper tickets if approved by the Engineer.

As a minimum, include the following information on each e-Ticket uploaded to the KDOT portal:

• Contractor;

• Plant ID;

• KDOT Project Number;

• KDOT Contract Number;

• HMA Mix Designation;

• Scale Operator Name;

• Date;

• Hauler;

• Truck Number;

• Daily Load Count;

• Gross Weight;

• Tare Weight;

• Net Weight;

• Legal Max Gross Vehicle Weight (GVW);

• Time at load out;

• Daily Total Tons of the HMA Mix Designation produced for the project.

Request the nomenclature requirements for the e-Ticket information from KDOT.

Display the identifying Truck Number on the driver side and passenger side of each haul truck. Ensure the

Truck Number can be safely read by the Road Inspector from the work area.

The Road Inspector will review each e-Ticket in the KDOT portal after the corresponding truckload is delivered to the project. The status will be changed from “pending” to “delivered” or “rejected,” any road waste quantity will be recorded, and notes may be added. A time stamp will be generated whenever the status is changed.

The Road Inspector or Engineer may update the status, quantity of road waste or notes after the initial review.

Reissue any e-Ticket that does not include the correct or required information. Do not reissue any e-Ticket that has been marked “delivered” or “rejected” without approval of the Engineer.

Complete, sign and retain KDOT Form No 251A or a Contractor-furnished materials receipt for each truckload in accordance with subsection 109.1e(3). If an e-Ticket has been uploaded to the KDOT portal by the time the corresponding truckload is delivered to the project, provide the original form or receipt to the designated Inspector by the end of the day. Otherwise, the truck driver shall provide the original form or receipt to the designated Inspector at the time of delivery to the project. If a stable internet connection cannot be sustained by the Inspector, the Engineer may require truck drivers to provide original forms or receipts to the designated inspector at the time of delivery to the project.

04-19-23 C&M (BTH)

15-WS0407

Sheet 1 of 2

I070-031 KA 6837-02

STANDARD SPECIFICATIONS, 2015 EDITION

WORK SCHEDULE; CONSECECUTIVE CALENDAR DAYS; CALENDAR

COMPLETION DATES; LIQUIDATED DAMAGES; DISINCENTIVE ASSESSMENTS

I. PROJECT DEFINED; NATURE OF PROJECT

The primary operation on project I070-031 KA 6837-02 is grading and surfacing on I-70 on the west side of Junction City in Geary County. The contractor shall coordinate traffic control with Project 70-31 KA-6837-01.

II. NOTICE TO PROCEED

The Engineer will issue the notice to proceed after the Contract has been executed but not before the 2 night closure in Phase 2 of Project 70-31 KA-6837-01. The Contractor cannot start work until the Contractor has participated in the Pre-construction conference and the traffic control plan has been approved by the Engineer.

III. CONSECECUTIVE CALENDAR DAYS OF 50; CALENDAR COMPLETION

DATE OF SEPTEMBER 6, 2027 OR BEFORE PROJECT 70-31 KA-6837-01 IS

COMPLETE, FOR COMPLETION OF ALL WORK NECESSARY TO OPEN THE

PROJECT TO UNRESTRICTED TRAFFIC; LIQUIDATED DAMAGES

A. On or before the end of 50 CONSECECUTIVE CALENDAR DAYS or on or before SEPTEMBER 6, 2027 or before 70-31 KA-6837-01 is complete, the Contractor shall complete all work necessary to open the project to unrestricted traffic as the Contract Documents require.

B. Liquidated Damages. If the Contractor fails to complete all work necessary to open the project to unrestricted traffic in 50 CONSECECUTIVE CALENDAR DAYS or on or before SEPTEMBER 6, 2027 or before project 70-31 KA-6837-01 is complete, the Contractor shall be liable for liquidated damages. Excluding Sundays and legal Holidays, the liquidated damages charged, and owing shall be two thousand dollars ($2,000.00) per day for each calendar day, or part thereof that the project is not open to unrestricted traffic in 50 CONSECECUTIVE CALENDAR DAYS or before SEPTEMBER 6, 2027 or before project 70-31 KA-6837-01 is complete.

C. The Engineer may charge damages under both Section III.B and IVB for failure to complete the work timely as required; however, if damages are assessed on the same day, the Engineer will not withhold more than $2,000.00 on that day.

15-WS0407

Sheet 2 of 2

I070-031 KA 6837-02

IV. CALENDAR COMPLETION DATE OF OCTOBER 4, 2027, FOR COMPLETION

OF ALL WORK INCLUDING CLEANUP, SEEDING; LIQUIDATED DAMAGES

A. Subsection 108.4c of the Kansas Department of Transportation Standard Specifications for State Road and Bridge Construction (2015 Ed.) (Standard Specifications) does not apply to this Contract. Instead, the Contractor shall complete the remaining, unfinished Contract pay items, subsidiary items, incidental work, seeding, final cleanup and final punch list on or before

OCTOBER 4, 2027.

B. Liquidated Damages. If all remaining, unfinished Contract pay items, subsidiary items, incidental work, final cleanup, and final punch list is not completed on or before OCTOBER 4, 2027, the Contractor shall be liable for liquidated damages. Excluding Sundays and legal Holidays, the liquidated damages charged, and owing shall be one thousand dollars ($1,000.00) per day for each calendar day, or part thereof that the work specified in Section IX.A remains incomplete.

C. The liquidated damages charged under Section IV.B are in addition to the liquidated damages that may be charged under Section III.B. However, if damages are assessed on the same day, the Engineer will not withhold more than $2,000.00 on that day.

D. Liquidated Damages when Project is not open to unrestricted traffic and the seeding is complete. If at any time after 50 CONSECECUTIVE CALENDAR DAYS or after SEPTEMBER 6, 2027 or after project 70-31 KA-6837-01 is complete, the Contractor obstructs the unrestricted traffic flow in order to perform any work, the Contractor shall be liable for liquidated damages under Section III.B. Excluding Sundays and legal Holidays, the liquidated damages charged and owing shall be two thousand dollars ($2,000.00) per day for each calendar day, or part thereof, that the Project is not open to unrestricted traffic after 50 CONSECECUTIVE CALENDAR DAYS or after SEPTEMBER 6, 2027 or after project 70-31 KA-6837-01 is complete.

8-31-26 SH

bradleyk Snapshot

General Notes

7/16/2026

70-31 KA 6837-02

Note

1. All removed pavement/material shall become the property of the Contractor and shall be removed from the project site and disposed of according to the standard specifications.

2. Earthwork quantities were not based on a current survey. If the Contractor does not accept plan earthwork quantity, the Contractor Construction Staking will have to provide initial and final survey at no additional cost. Quantities shall be verified using initial and final cross sections using the average end area method.

3. The Contractor shall take all necessary preventative measures to protect the sections of the existing ramp terminal pavement. Any damage to these sections due to the Contractor’s negligence will be repaired in a manner approved by KDOT at no additional cost.

4. All temporary signage used to cover or modify existing permanent signage is not allowed to be affixed to the face of the existing signs. Failure to comply shall render the Contractor liable for damages to the existing signage.

5. The Contractor shall be responsible for moving all Portable Changeable Message Signs providing advanced warning of ramp closures as specified in the Contract Documents or as directed by the

Engineer.

6. The Contractor will be responsible for noting the location of all pavement markings and reinstalling these in the proper location after reconstruction. This work is subsidiary to other items on the

Contract.

7. The new PCCP shall be tied into new pavement from project 70-31 KA 6837-01 with 18” smooth dowel bars on 12 ft centers. No other existing pavement sections will be tied together.

8.

9.

10.

12.

Project No.

NoNo.

No item on estimate.

Earthwork quantities were not based on a current survey. If the Contractor does not accept plan earthwork quantity, the contractor shall be required to provide initial and final surveys at no additional cost.

Quantities shall be verified using initial and final cross sections using the average end area method.

Final grading shall be adjusted as necessary to ensure a smooth transition between adjoining pavement areas.

If any existing signs are removed during construction, the resetting of the signs is subsidiary to other items on the Contract.

The Contractor shall coordinate traffic control with project 70-31 KA 6837-01.

Work on this project shall not begin until after the two-night closure of I-70 as part of Phase 2A of project 70-31 KA 6837-01.

The project shall be phased to where no more than one entrance ramp and one exit ramp shall be closed at any given time.

11.

5- 5)

ST

AT

E

PR

O

JE

C T

N O

YE

AR

SH

EE

T

N O

R

EH

AB

IL

IT

AT

IO

N

R

EC

O N

ST

R

U C

TI

O

N

KA

N

SA

S

D A

C r Pa ve d

Sh ou ld er

N

EW

C O

N

ST

R U

C

TI

O N

La ne

2- 0" r je ct G ra de o f P of P ro je ct C je w

S ur fa ce

Pr of ile r

B Su rf ac e N ew

A r so oE Es

O Ss

-l- N ew m ez

G ro un d lin e

O xi st in g

’ L (T yp e

AA

)(M

R

L ee L c L

(T yp eA A)

(M R

B

D A

L c

PR

O

FI

LE

Sh ou ld er

La ne

3- 0"

2- 0"

N ew

S ur fa ce at er ia l s ha ll be s ub si di ar y.

A

C om pa ct io n of th is

=m Pa ve d w id th 2'

-0

2' -0

Pa ve d w id th 2-

0" 2-

0" Ex is tin g Su rfa ce

Ex is tin g

Su rfa ce

4p zz z

N ew S ur fa ce

To p of S ub gr ad e

SA

A m

7-

-4 re at m en t N ew S ur fa ce

2"

IR

" C om pa ct io n (T yp e

AA

)(M

R

" C om pa ct io n (T yp e

AA

)(M

R

C

AS

I

SU

R

FA

C

IN

G G

R

AD

IN

G

O v e r l a y w i t h

C o m p o s i t e

S h o u l d e r

SE

IO

N

A -A

SE

C

TI

O

N A

-A Sh ou ld er La ne 2-

0" iv ec 2-

0" Pa ve d w id th 2-

0" Pa ve d w id th 2'

-0

2- 0"

I

N ew

S ur fa ce

N ew

S ur fa ce

To p of S ub gr ad e

N ew

S ur fa ce

Ex is tin g

Su rfa ce

(T y

*6 *Z

EZ

sB

BR

Es G ro un d lin e T r pe

AA

)(M R

" C om pa ct io n at m en t (

Ty pe

A A)

(M R

Te

6"

F ou nd at io n

Tr ea tm en t ( Ty pe

M R im pa ct io n

(T yp e )(M

R

SE

C

TI

O N

B -B

AD

IN

G

SU

R

FA

C

IN

G .A

SE

SE

C

TI

O

N B

-B Pa ve d w id th 2-

0" 2-

0" O ve rla y w ith F xi st in g

Pa ve d Sh ou ld er Pa ve d w id th 2'

-0

2' -0

I

N ew

S ur fa ce

Pa ve d Sh ou ld er La ne Ex is tin g Su rfa ce

2' -0

I

N ew

S ur fa ce

To p of S ub gr ad e a

J.

7— 8—

' F ou nd at io n Tr ea tm en t |

" C om pa ct io n (T yp

N ew

S ur fa ce

J

,G ro un d lin e <4

‘-0 r A

6" F ou nd at io n Tr ea tm en t

Q

'' C om pa ct io n (T yp e

AA

)(M

R

T r R em ov ed

7= a m s

C om pa ct io n

(T yp e )(M

R

(T yp e

AA

)(M R

C om pa ct io n

(T yp e )(M

R

6" F ou nd at io n Tr ea tm en t (

Ty pe

M

R

Ex is tin g Su rfa ce ee

"T

" C om pa ct io n (T yp e

AA

)(M

R

SE

C

TI

O

N C

-C Ex is tin g St ab iliz ed S ho ul de r

G R

AD

IN

G

SU

R

FA

C

IN

G Pa ve d w id th 2-

0" 2'

-0

SE

C

TI

O

N C

-C N ew S ur fa ce

" C om pa ct io n

(T yp e

AA

)(M R

G en er al

N ot e O v e r l a y w i t h

S h o u l d e r

R e p l a c e m e n t

Fo r m at er ia ls d es ig na te d to b e su bg ra de d.

co m pc of s oi ls , i nc lu di ng s ha le s, d es ig na te d fo r b ac kf illac tio n of s oi ls , i nc lu di ng s ha le s, d es ig na te d fo r b ac kf i re fe r t o St an da rd D ra w in g

R D

5A fo r d et ai ls zz zz aa aa

<4

-0

(Z 7/

8N

N

Ex is tin g Su rfa ce

C om pa ct io n

(T yp e )(M

R

R D

SE

C

TI

O

N D

-D I

D

ES

IG

N

ED

D

ET

AI

LE

D

Q U

AN

TI

TI

ES

TR

AC

ED

KD

O

T G ra ph ic s

C er tif ie d

-2 5-

Sh .N o.

N ot e:

T he se a re g en er al c as es

. S pe ci fic c om pa ct io n re qu ire m en ts ar e de te rm in ed o n a pr oj ec t-b y-pr oj ec t b as is

FO

U

N D

AT

IO

N T

R

EA

TM

EN

T

C O

M

PA

C

TI

O N

O F

EA

R

TH

W

O R

K

E xc av at io n th ru C

0@ T he lo w er

" o f C or

TO

TA

L

SH

EE

TS

" C om pa ct io n (T yp e

AA

)(M

R

G ro un d lin e

C om pa ct ic (T yp e

)(M P

C om pa ct io n

(T yp e )(M

R

C om pa ct io n

(T yp e )(M

R

C om pa ct io n

(T yp e )(M

R

E xc av at io n th ru C ut s no t S ub gr ad ed

6®

T he lo w er

" o f C om pa ct io n is s ub si di ar y.

A C om pa ct io n of th is m at er ia l s ha ll be s ub si di ar y.

E xc av at io n th ru C ut s no t S ub gr

0® he lo w er

" o f C om pa ct io n is s ub si di ar y.

A C om pa ct io n of th is m at er ia l s ha ll be s ub si di ar y.

0 G

Qo Q

C om pa ct io n

AA

)(M

R

-0

5-

-1

6-

*e C om pa ct io n (T yp e

)(M R

05 04

N O

B ,p ro fil e

G ra de

A

" F ou nd at io n

Tr ea tm en t ( Ty pe A

A) (M

R

6" F ou nd at io n Tr ea tm en t

(T yp e )(M

R g c om pa ct io n

A

(T yp e A

A )O

M R

" C om pa ct io n (T yp e

AA

)(M

R

J.

O

.B

J.

O

.B

J.

O

.B

AP

P'

D

6" F ou nd at io n Tr ea tm en t

(T yp e )(M

R

I T

A Fo un da tio n t(y pe

AA

)(M R

/ C om pa ct io n

(T yp e )(M

R

A 6"

F ou nd at io n_

Tr ea tm en t (

Ty pe

M

R

8 Q

, 2

A 6"

Fo un da tio n_

Tr ea tm en t ( Ty pe

M R

A 6"

F ou nd at io n

Tr ea tm en t (T yp e

)(M R

" F ou nd at io n Tr ea tm en t

(T yp e )(M

R

R ev is ed

G en er al

N ot e Ad de d ad di tio na l s ub si di ar y co m p.

R ed ra w n, R ev

. R ec on . S ec . C

-C

D -D

= tin g

Su rfa ce

L e c- -5

Tr ea tm en t

U nl es s ot he rw is e no te d on th e Pl an s, c om pa ct a ll em ba nk m en t, in cl ud in g si de ro ad s an d en tra nc es

A 6"

F ou nd at io r

(T yp e X

6" C om pa ct io n (T yp e

AA

)(M

R

1 T

G ro un d lin e r ku u su rfa ce co pa ct io n

--V es zs s d

A

C o m p a c t i o n r

S A r f a c e

C o m p a c t i o n

T y p e

A A M R

A

C o m p a c t i o n

T y p e

A A M R

C

AS

E o X

R

EV

IS

IO

N S

KA

N

SA

S

D

EP

AR

TM

EN

T

O F

TR

AN

SP

O

R

TA

TI

O

N

PR

O

FI

LE

its n ot S ub gr pa ct io n is s ub si di ar y.

+ if — o g

X o o 16

| e

” F ou nd at io n

G ro un d lin e

7 ez

Ex is tin g

Su rfa ce

Ex is tin g

St ab iliz ed

S ho ul de r.

C

AS

E

O ve rla y w ith

P av ed S ho ul de r

"c om pa x (ty pe A

A

JM

R

-3

K

A -6

-0

T R

A N

S V

E R

S E

J O

IN

T

S

P A

V E

M E

N T

D E

P T

H

C o n tr a c ti o n

C o n s tr u c ti o n

D

D O

W E

L S

IZ

E

D in

D ia m e te r

L O

N G

IT

U

D

IN

A L

J O

IN

T

S

T ie d N o n -K e y d ie d K e y e d

C o n s tr u c ti o n

T ie d B u tt

C o n s tr u c ti o n

JO

IN

T S

A W

C U

T

D E

T A

IL

O

F S

E A

L E

D

JO

IN

T S

A W

C U

T

D E

T A

IL

O

F N

O N

-S E

A L

E D

Lc s p c s á á á

S lo p e

.6

S lo p e

.6

S lo p e

.6

S lo p e

.6

S lo p e

.6

S lo p e

.6

S lo p e

.2

S lo p e

.2

B a c k t o b a c k o f c u rb s

"D"

"D"

Crown

"2

"2

1"2 h o le

W e ld s

D

L o n g it u d in a l jo in t L o n g it u d in a l jo in t L o n g it u d in a l jo in t

L o n g it u d in a l jo in t

"4

T ie d T ie d

T ie b a r

T ie b a r

L o n g it u d in a l jo in t

L o n g it u d in a l jo in t

T ie b a r

L o n g it u d in a l jo in t

T ie b a r

G E

N E

R A

L N

O T

E

"D" spaced 15' ctrs.

Contraction Joints

L o n g it u d in a l jo in t spaced 15' ctrs.

Contraction Joints

H o le s f o r ti e b a rs

T o p o f p a v e m e n t

B o tt o m o f p a v e m e n t

D

D

D spaced 15' ctrs.

Contraction Joints spaced 15' ctrs.

Contraction Joints

Note: Designer to add applicable dowel sizes.

D ë

D

D ï th e k e y e d o r b u tt t y p e P la c e d e fo rm e d t ie b a rs m id

-d e p th o f th e s h o u ld e r.

N o te

F o r lo n g it u d in a l c o n s tr u c ti o n j o in ts t h e c o n tr a c to r h a s t h e o p ti o n o f u s in g e it h e r lo n g it u d in a l jo in ts c tr s

(T y p

D e fo rm e d t ie b a rs e x te n d in g t h ru lo n g it u d in a l jo in ts c tr s

(T y p

D e fo rm e d t ie b a rs e x te n d in g t h ru

D e fo rm e d T ie B a rs x c tr s á

D ø x o n c tr s

D o w e ls e p o x y c o a te d á á

L O

N G

IT

U

D

IN

A L

C O

N S

T R

U C

T

IO

N J

O

IN

T

M E

T A

L S

T R

IP

F

R

U e s n a p -i n l e g o r o th e r a p p ro v e d d e s ig n i n l ie u o f w e ld e d l e g

F o r a u to m a te d p la c e m e n t ti e b a rs a re s p a c e d a t u n if o rm c e n te rs b e u s e d o n ly a g a in s t fo rm s d o n o t e x te n d t h ro u g h c o n tr a c ti o n j o in ro s s S e c ti o n s f o r v a ri a ti o n s

N o rm a l c ro s s s lo p e s S e e T y p ic a l

S e c ti o n o r

(4 -L

A N

E W

IT

H

C U

R B

G

U T

T E

R

T R

A N

S V

E R

S E

S E

C T

IO

N

(4 -L

A N

E W

IT

H

C U

R B

G

U T

T E

R

P L

A N

0.1 D

á2 D

0.1 D

á2 D

0.1 D

á2 D

0.1 D

á2 D

0.1 D

á2 D

0.1 D

á2 D

D h a rd e n e d s a w j o in t a n d d ri ll h o le s f o r ti e b a rs o r d o w e ls b y p la c in g a h e a d e r a t th e e n d o f th e p o u r o r b y p a v in g p a s t th e j o in t lo c a ti o n

A ft e r th e c o n c re te h tr u c ti o n j o in t lo c a te d a m in im u m o f fi v e fe e t fr o m a c o n tr a c ti o n j o in t.

C o n s tr u c t e it h e r jo in t ty p a…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .