hurst-rosche, inc. contract documents and … · 2020. 6. 10. · igd forms for completion &...

HURST-ROSCHE, INC. CONTRACT DOCUMENTS and SPECIFICATIONS MADISON STREET IMPROVEMENTS PY19 (5TH Street to 7TH Street) STITES TOWNSHIP Project funded by ST. CLAIR COUNTY INTERGOVERNMENTAL GRANTS DEPARTMENT Prepared by Hurst-Rosche, Inc. 5 Bank Square East St. Louis, Illinois H-R 211-0910

June 2020

BID SET NO.

TABLE OF CONTENTS Title Page Advertisement for Bids AFB-1 Instructions to Bidders 00100-1-5 IGD Forms for Completion & Submittal with Bid Proposal 1 IGD Information for Bidders 1 Applicable Federal Laws, Acts, Regulations, Etc. 1-3 Federal Labor Standards Provisions 1-5 Federal Wage Decision Information for Bid Documents/Specifications with Community Block Grant Funds 1 *Certification of Bidder & Certification of Bidders Regarding Equal Employment Opportunity 1-4 Affirmative Action Program Implementing Section 3 1 *Affirmative Action Program Implementing Section 3 of the HUD Act of 1968 1-7 *Contractor’s Certification – Labor Standards and Prevailing Wage 1-2 **Subcontractor’s Certification Concerning Labor Standards & Prevailing Wage Requirements 1 **Subcontractor Certification – EEO Form 1-3 MBE Participation 1 *Minority Business Enterprise (MBE) Participation Contractor’s Agreement 1 **Minority Business Enterprise Contractor Certification Form 1-2 Certified Minority Business Enterprises (MBE’s) 1-9 Certificate of Liability Insurance 1 System for Award Management (SAM) 1 Pre-Construction Guidelines for Contractors Meeting Labor Standards Contract Requirements 1-5 Bid B-1-3 Bid Bond BB-1-2 Application for Payment 00685-1 Application for Payment Continuation Sheet 00690-1 Agreement A-1-3 Payment Bond PayB-1-2 Performance Bond PerB-1-2 Notice of Award NOA-1 Notice to Proceed NTP-1 Change Order CO-1 General Conditions GC-1-9 General Wage Decision IL20200017 1-21 Standards Specifications (reference) and Index of Plans SS-1 Special Provisions for Standard Specifications 1-4 INDEX OF STANDARDS 000001-07 Standard Symbols, Abbreviations and Patterns 1-9 701301-04 Lane Closure 2L, 2W, Short Time Operations 1 701501-06 Urban Lane Closure 2L, 2W Undivided 1 701901-08 Traffic Control Devices 1-3 Bidder’s must also complete forms marked with an *. Bidder’s subcontractor must provide information for the forms marked with two ** All documents must be submitted with the Bid.

AFB-1

ADVERTISEMENT FOR BIDS Separate sealed BIDS for Madison Street Improvements PY19 (5th Street to 7th Street) Stites Township, St. Clair County, Illinois, will be received at the office of Hurst-Rosche, Inc., 5 Bank Square, East St. Louis, IL 62203 until 10:00 A.M., on July 9, 2020, and then publicly opened and read aloud. Description of Work. The project consists of pulverizing, reshaping and compacting the existing pavement base, resurfacing with 2” HMA pavement, and all other incidental work required to complete the project. All work shall be constructed under the provisions of the Standard Specifications for Road and Bridges Construction prepared by the Department of Transportation of the State of Illinois, adopted April 1, 2016. The only exception to these standards, are all references to measurement and payment. Project is a Lump Sum Contract. Plans and proposal forms may be obtained from Hurst-Rosche, Inc., 5 Bank Square, East St. Louis, IL 62203 (618/398-0890). The plan deposit is $30.00 each ($45.00 if mailed) and is non-refundable. Drawings and specifications will be available for viewing on the internet at: www.hurst-rosche.com. The documents are being provided for reference purposes only. At a minimum, bidders must obtain clean copies of bid forms by paying a non-refundable amount of $10.00 to submit a bid for this project. All proposals must be accompanied by a bid bond or cashier's check for not less than five percent of the amount of the bid. The CONTRACT DOCUMENTS may be examined at the following locations: a) Hurst-Rosche, Inc., 5 Bank Square, East St. Louis, IL 62203. b) Southern Illinois Builders Assn., 1468 Green Mount Rd., O’Fallon, IL 62269. The federal prevailing rate of wages (Davis Bacon Act) shall be paid throughout the scope of the project. Award of a contract under this invitation for bids will be federally funded in part with a grant by HUD. Not less than fifteen percent (15%) of the total contract amount must be expended with a Minority Business Enterprise(s) in the form of services, supplies, or subcontracts. Designated IGD forms must be completed and submitted with the bid proposal or the bid will be marked as incomplete, resulting in the municipality not being able to issue a Notice of Award without possible loss of CDBG funds. Should there be any questions on Minority Business participation contact the St. Clair County Intergovernmental Grants Department, (618)825-3211. Bidders will be required to comply with the President's Executive Order No. 11246 as amended. The requirements for bidders and contractors under this order are explained in the specifications. All bidders are required to submit an IDOT Certificate of Eligibility. The OWNER reserves the right to waive technicalities or to reject any or all proposals. Vanessa Chapman, Township Supervisor

00100-1

INSTRUCTIONS TO BIDDERS

MADISON STREET IMPROVEMENTS PY19 (5TH STREET TO 7TH STREET)

STITES TOWNSHIP

HURST-ROSCHE, INC. NO. 5 BANK SQUARE

EAST ST. LOUIS, ILLINOIS 62203 To be considered, all Bids must be in accordance with these Instructions to Bidders. Bidders must be listed on the official plan holders list to submit a responsive bid. Documents for Bidding must be obtained from Hurst-Rosche, Inc. Partial sets of bid documents will not be distributed. Plans and specifications can be obtained from the office of Hurst-Rosche, Inc. for a non-refundable deposit of $30.00 ($45.00 if mailed). Bidders shall carefully examine documents and construction site to obtain first-hand knowledge of existing conditions. Contractors will not be given extra payments for conditions which can be determined by examining site and these documents. The schedule for bidding this project is as follows: 1. Plans Available: June 11, 2020 2. Pre-Bid Meeting: None 3. Latest Time to Submit Request for Interpretation: July 2, 2020 4. Latest Time to Issue an Addendum: July 6, 2020 5. Bid Opening July 9, 2020 10:00 A.M. Hurst-Rosche, Inc. 5 Bank Square East St. Louis, IL 62203 All requests for interpretations shall be in writing via mail or fax addressed to the Architect/Engineer and must be received seven (7) days prior to date fixed for opening of bids in order to be given consideration. All questions must be submitted on the “Request for Interpretation Pre-Bid Question and Comment Form” included at the end of this section, and questions not submitted in accordance with this form and specified time frame will not be accepted. Any and all interpretations and supplemental instructions will be made by addendum to the Drawings and Specifications and forwarded to all bidders either by certified mail or fax transmittal. All responses by the Owner or Architect/Engineer must be in writing to be binding. All bidders are required to return the signature page of the addendum signed to the Architect/Engineer within 24 hours after receipt. Failure of any bidder to receive any such addendum or interpretations shall not relieve such bidder from an obligation under the bid as submitted. All addenda so issued shall become part of the Contract Documents. No addendum will be issued later than three (3) days prior to bid date except one withdrawing the request for Bids or one postponing date for receiving Bids. Oral interpretations, changes or corrections will

00100-2

not be binding and Bidders shall not rely upon such interpretations, changes and corrections. Each Bidder shall ascertain prior to submitting Bid that all addenda issued have been received and shall acknowledge receipt in Bid. BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the BID Schedule by examination of the site and a review of the drawings and specifications including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or of the nature of the WORK to be done. The OWNER shall provide to BIDDERS, prior to BIDDING, all information which is pertinent to, and delineates and describes, the land owned and rights of way acquired or to be acquired. The CONTRACT DOCUMENTS contain the provisions required for the construction of the PROJECT. Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR or relieve him from fulfilling any of the conditions of the contract. Materials, products and equipment described in Bidding Documents establish a standard of required function, dimension, appearance and quality to be met by any proposed substitution. No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect/Engineer at least ten days prior to the date for receipt of Bids. Each such request shall include name of material or equipment for which it is to be substituted and a complete description of the proposed substitute including drawings, cuts, performance and test data and any other information necessary for an evaluation. A statement setting forth any changes in other materials, equipment or other work that incorporation of the substitute would require shall be included. The burden of proof of the merit of proposed substitute is upon the proposer. Architect/Engineer's decision of approval or disapproval of a proposed substitution shall be final. If the Architect/Engineer approves any proposed substitution prior to receipt of Bids, such approval will be set forth in an addendum. Bidders shall not rely upon approvals made in any other manner. No substitutions will be considered after the contract award unless specifically provided in the Contract Documents. Each Bidder shall designate on the Bid Form one person who shall serve as the Bidder contact person for all matters pertaining to the bid. In absence of such designation, the person who signs the bid shall be deemed the Bidder Contact. Bids shall be made on unaltered Bid Forms furnished by the Architect/Engineer. Fill in all blank spaces and submit one original (1) copy. Bids shall be signed with name typed below signature. Where bidder is a corporation, bids must be signed with legal name of corporation followed by name of state of incorporation and legal signature of an officer authorized to bind the corporation to a contract. Each bid shall be accompanied by bid security made payable to the Owner, in the amount of five percent (5%) of the bid sum. Security shall be either, certified check, cashier's check, bank money order or bid bond issued by surety licensed to conduct business in the State of Illinois. Successful bidder's security will be retained until he has signed the contract and furnished required payment and performance bonds. Owner reserves the right to retain security of the next two (2) lowest bidders until the lowest bidder enters into contract or until thirty (30) days after bid opening, whichever is shorter. All other bid security will be returned as soon as practicable. If any bidder refuses to enter into a contract, Owner will retain bid security as liquidated damages, but not as a penalty.

00100-3

All copies of the bid, bid security and any other documents required to be submitted with bid shall be enclosed in a sealed opaque envelope. Envelope shall be addressed to Stites Township, C/O Hurst-Rosche, Inc. 5 Bank Square, East St. Louis, Illinois 62203, and shall be identified with project name, bidder's name and address. Mailed bid envelopes shall be enclosed in a separate mailing envelope with the notation "SEALED BID ENCLOSED" on the face thereof. Oral, telephonic or telegraphic Bids are invalid and will not receive consideration. Bids shall be deposited at the location designated in the Advertisement for Bids prior to time and date designated for opening, or any extension thereof made by addendum. Bidder shall assume full responsibility for timely delivery at location designated for receipt of Bids. Bids received after time and date for receipt of bids will be returned unopened. A bid may not be modified, withdrawn or canceled during the thirty (30) days immediately following bid opening, and each bidder so agrees in submitting his Bid. Any bidder may withdraw, cancel or modify its bid, at any time prior to scheduled time for opening of bids, by letter or telegram actually received by Owner prior to bid time, or, with proper identification, by personally securing bid submitted; if by telegram, written confirmation over signature of bidder shall be mailed and postmarked on or before date and time of bid opening. Withdrawn bids may be resubmitted up to bid opening time provided that they are in full compliance with these Instructions to Bidders. All costs associated with the preparation and submission of a bid is the sole responsibility of the bidder. These costs shall not be chargeable to the Owner by any successful or unsuccessful bidder. All bids become the property of the Owner and shall not be returned except in the case of a late submission. Protest: Any bidder who submitted a bid and believes the bid was improperly rejected or that the bid selected by the Owner is not in the best interest of the Owner may submit a written notice of intent to protest the bid to the Owner within seven (7) days. The Owner shall consider all protests before execution of a contract. Each protest must specify the reasons supporting the protest. The Owner may require that addition information be provided. Failure to supply such required information shall be cause for dismissal of the protest. The Owner shall immediately investigate the allegations against the Owners actions and shall issue a written response to the protest. This provision allowing for the submission of protest shall not confer any right on any bidder but is intended solely to assist the Owner in determining the best responsible bid. Owner reserves right to disqualify bids and bidders, before or after opening, upon evidence of collusion with intent to defraud or other illegal practices upon part of bidder, lack of responsibility as evidenced by poor workmanship and progress of past work, incomplete work which in judgment of Owner might hinder or prevent prompt completion of additional work if awarded, for being in arrears on existing contracts, in litigation with the Owner, or having defaulted on a previous contract. Bidder's attention is directed to the fact that all Federal and Illinois State Laws, municipal ordinances and regulations of any and all authority having jurisdiction over construction of the project shall apply to the contract throughout, and they will be deemed to be included in the contract the same as though herein written out in full. Successful Bidders shall be required to observe Illinois Public Act 77-1552 and the Illinois Department of Human Rights and Illinois Human Rights Commission Rules pertaining to Equal Employment Opportunity, as provided for in Paragraphs 2-101, et seq., Article II, Chapter 68, of the Illinois Revised Statutes; Paragraph

00100-4

271 of Chapter 48 of the Illinois Revised Statutes concerning the employment of citizens of the State of Illinois; and the Davis-Bacon Act known as the Prevailing Wage Act, as issued by the U.S. Department of Labor. Owner is exempt from payment of Illinois Department of Revenue's Use and Sales Tax on material entering permanently into structure. Owner reserves the right to reject any or all bids or any part thereof, to waive any informality in bidding and to accept bids deemed most favorable to the Owner. The party to whom the contract is awarded will be required to execute the Agreement and obtain the performance BOND and payment BOND within ten (10) calendar days from the date when NOTICE OF AWARD is delivered to the BIDDER. The NOTICE OF AWARD shall be accompanied by the necessary Agreement and BOND forms. In case of failure of the BIDDER to execute the Agreement, the OWNER may at his option consider the BIDDER in default, in which case the BID BOND accompanying the proposal shall become the property of the OWNER. The OWNER within ten (10) days of receipt of acceptable performance BOND, payment BOND and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the OWNER not execute the Agreement within such period, the BIDDER may by WRITTEN NOTICE withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER. Notwithstanding any delay in preparation and execution of the formal Contract Agreement, each bidder shall be prepared, upon written notice of bid acceptance, to commence work within seven (7) days following receipt of official written Notice to Proceed, or on date stipulated in such notice. Should there be reasons why the NOTICE TO PROCEED cannot be issued within such period the time may be extended by mutual agreement between the OWNER and CONTRACTOR. If the NOTICE TO PROCEED has not been issued within the ten (10) day period or within the period mutually agreed upon, the CONTRACTOR may terminate the Agreement without further liability on the part of either party. The OWNER may make such investigations as he deems necessary to determine the ability of the BIDDER to perform the WORK, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. A conditional or qualified BID will not be accepted. Award will be made to the lowest responsible BIDDER for the Lump Sum Contract Amount. Accepted bidder shall assist and cooperate with the Owner in preparing the formal Contract Agreement and, within fifteen (15) days following its presentation, shall execute same and return it to Owner. Contract Time: Time of Substantial Completion for the project shall not be later than 30 consecutive calendar days from date stipulated in written Notice to Proceed. The consulting engineer is Hurst-Rosche, Inc., 5 Bank Square, East St. Louis, Illinois, (618/398-0890).

Date:

CITY: STATE: PHONE: Sheet of

Question No.

Page (or Drawing Sheet) Number

Drawing No. or Spec. Section Article &

Paragraph Number

NOTE: ANY AND ALL QUESTIONS PERTAINING TO THIS BID MUST BE TYPED AND SUBMITTED ON THIS FORM AND EMAILEDTO RECEIVE A RESPONSE.

END OF SECTION 00100.

REQUEST FOR INTERPRETATION PRE-BID QUESTION AND COMMENT FORM(All information entered shall be typed in black).

Question by Bidder

H-R Project No.: 211-0910

BIDDER: SUBMITTED BY (Name):

PROJECT NAME: Madison Street Improvements PY19 (5th Street to 7th Street) Stites Township

ADDRESS:

Hurst-Rosche, Inc.:[email protected]

mailto:[email protected]

Madison Street Improvements PY19 (5th Street to 7th Street) Stites Township Dated This proposal consists of 3 pages.

B-1

B I D Proposal of

(hereinafter called "BIDDER"), organized and existing under the laws of the State of

, doing business as

To: Stites Township (hereinafter called "OWNER"). In compliance with your Advertisement for Bids, BIDDER hereby proposes to perform all WORK for the improvements of Madison Street Improvements PY19 (5th Street to 7th Street), Stites Township. The project consists of pulverizing, reshaping and compacting the existing pavement base, resurfacing with 2” HMA pavement, and all other incidental work required to complete the project in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below. BIDDER hereby agrees to commence WORK under this contract on or before a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT within 30 consecutive calendar days thereafter. (I) By submission of the bid, each bidder certifies, and in the case of a joint bid, each party thereto certifies as to his own organization, that in connection with the bid: (i) The prices in the bid have been arrived at independently, without

consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor;

(ii) Unless otherwise required by law, the prices which have been quoted in the

bid have not knowingly been disclosed by the bidder, prior to opening, directly or indirectly to any other bidder or to any competitor; and

(iii) No attempt has been made or will be made by the bidder to induce any

other person or firm to submit or not to submit a bid for the purpose of restricting competition.

(II) Each person signing the bid shall certify that:

(i) He is the person in the bidder's organization responsible within that organization for the decision as to the prices being bid and that he has not participated, and will not participate, in any action contrary to (I) (i) through (I) (iii) above; or

Madison Street Improvements PY19 (5th Street to 7th Street) Stites Township Dated This proposal consists of 3 pages.

B-2

(ii) He is not the person in the bidder's organization responsible within that

organization for the decision as to the prices being bid, but that he has been authorized to act as agent for the persons responsible for such decision in certifying that such persons have not participated, and will not participate, in any action contrary to (I) (i) through (I) (iii) above, and as their agent, shall so certify; and shall also certify that he has not participated, and will not participate, in any action contrary to (I) (i) through (I) (iii) above.

(iii) The Contractor by submitting its bid certifies that it will provide a drug free

workplace and that it is in compliance with the requirements of the Drug Free Workplace Act 30ILCS 580.1 et.seq., and the Substance Abuse Prevention on Public Works Projects Act PA095-635.

BIDDER acknowledges receipt of the following ADDENDA: No. ______, dated __________ No. ______, dated ________ BIDDER agrees to perform all work described in the CONTRACT DOCUMENTS, for the following lump sum prices. BASE BID LUMP SUM BID (in figures): $ BASE BID TOTAL LUMP SUM BID (in writing): ____________________________________________________________ DOLLARS

Minority Business Enterprise Information: 1) Names, addresses and telephone numbers of each minority business enterprise who submitted

proposals:

2) Type of work to be performed by minority business enterprise:

3) Total percentage of the contract (dollar amount) the bidder will expend in the aggregate for all such minority business enterprises.

($ ) (In Words) (In Figures)

4) Provide written justification for non-utilization of listed small, minority and women’s businesses. Note: Bids shall be considered by the Owner to be responsive only if the bidder includes the above

information and assurance in the bids. Failure to include this information shall be cause to reject the bid. Not less than 15% of the total funds must be expended with Minority Business Enterprises.

Name of Bidder (FIRM)

Signed by

Title Date

Business Address

Treasury Number

Contact Person (SEAL) If Bid is by a corporation. Social Security Number (if private owner) Attest: Madison Street Improvements PY19 (5th Street to 7th Street) Stites Township Dated This proposal consists of 3 pages.

B-3

Application for Payment 00685-1

APPLICATION FOR PAYMENT

Page of Owner: Project: Madison Street Improvements Application No.Stites Township PY19 ( 5th St. to 7th St.) Period to:500 Washington Street, PO Box 248 Stites Township Project No.:Lovejoy, IL 62059 Contract Date:

HR 211-0910Contractor:

Engineer: Hurst-Rosche, Inc.

Original Contract Sum The undersigned certifies that to the best of the their knowledge, informationNet Change By Change Orders and belief the work covered by the application has been completed in Contractor Sum to Date accordance with the contract documents, that all amounts have been paid byTotal Completed & Stored to Date the contractor for work which previous payments were issued and paymentsRetainage: % of completed work received from the Owner, and that current payment shown is now due.

% of Stored MaterialsTotal Retainage Contractor:

Total Earned Less RetainageLess Previous Applications for PaymentCURRENT PAYMENT DUE Signature DateBalance to Finish (including Retainage)

State of IllinoisCounty ofSubscribed and sworn to before me on this day of

Summary of Change Orders Additions DeletionsTotal previous approved change orders Notary PublicTotal current approved change orders My Commission Expires:

In accordance with the contract documents, based on on-site observationsNET TOTAL OF CHANGE ORDERS and the on this application, the Architect certifies that to the best of his

knowledge, information and belief the work completed is proportionate to the dollar amount requested, quality of work is in accordance with contract requirements and the Contractor is entitle to payment in the amount of

Vanessa Chapman, Township Supervisor Date Engineer's Representative: Hurst-Rosche, Inc.

St. Clair County IGD Date Signature Date

HR HURST-ROSCHE, INC

Application for Payment Continuation Sheet

00690-1

APPLICATION FOR PAYMENT CONTINUATION SHEET

Page ofApplication No.

. Period to:Project No.: 211-0910Contract Date:Invoice No. Contractor for:

Amounts lists below are stated to the nearest dollar.Item No. Materials Total % Balance

From Previous This Period Presently Completed to FinishApplication Stored and Stored

to Date

Retainage Description of Work Scheduled Value

Worked Completed

HR HURST-ROSCHE, INC.

AGREEMENT H-R 211-0910 THIS AGREEMENT, made this day of . 2020 , by and between Stites Township , hereinafter called "Owner" (Name of Owner), (an Individual) and . doing business as an, individual, partnership or corporation,

hereinafter called "CONTRACTOR".

WITNESSETH: That for and in consideration of the payments and agreements hereinafter

mentioned:

1. The CONTRACTOR will commence and complete the construction of

Madison Street Improvements PY19, (5th Street to 7th Street)

Stites Township

2. The CONTRACTOR will furnish all of the material, supplies, tools, equipment, labor and

other services necessary for the construction and completion of the PROJECT described herein.

3. The CONTRACTOR will commence the work required by the CONTRACT DOCUMENTS

within 10 calendar days after the date of the NOTICE TO PROCEED and will complete the

same within 30 calendar days unless the period for completion is extended otherwise by the

CONTRACT DOCUMENTS.

4. The CONTRACTOR agrees to perform all of the WORK described in the CONTRACT

DOCUMENTS and comply with the terms therein for the sum of $

or as shown in the BID schedule.

5. The term "CONTRACT DOCUMENTS" means and includes the following:

(A) Advertisement for BIDS

(B) Information for BIDDERS

(C) BID

(D) BID BOND

(E) Agreement A-1

CONTRACT DOCUMENTS FOR CONSTRUCTION Document No. 5

Agreement Page 1 of 3

(F) General Conditions

(G) SUPPLEMENTAL GENERAL CONDITIONS

(H) Payment BOND

(I) Performance BOND

(J) NOTICE OF AWARD

(K) NOTICE TO PROCEED

(L) CHANGE ORDER

(M) DRAWINGS prepared by Hurst-Rosche, Inc.

numbered 1 through 3_ , and dated June , 20 20

(N) SPECIFICATIONS prepared or issued by Hurst-Rosche, Inc.

dated June , 20 20

(O) ADDENDA:

No. , dated , 20

No. , dated , 20

No. , dated , 20

No. , dated , 20

6. The OWNER will pay to the CONTRACTOR in the manner and at such times as set forth in

the General Conditions such amounts as required by the CONTRACT DOCUMENTS.

7. This Agreement shall be binding upon all parties hereto and their respective heirs,

executors, administrators, successors, and assigns.

IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly

authorized officials, this Agreement in ( 3 ) each of which shall be deemed an original

(Number of Copies) on the date first above written. Document No. 5

Agreement: Page 2 of 3 A-2

OWNER: Stites Township BY Name Vanessa Chapman (Please Type) Title Township Supervisor SEAL) ATTEST: Name Alfreda Johnson (Type) Title Township Clerk CONTRACTOR: BY

Name (Please Type)

Address ATTEST: Name (Please Type) Title Document No. 5 Agreement: Page 3 of 3

A-3

NOTICE OF AWARD To: H-R 211-0910 PROJECT Description: Madison Street Improvements PY19, (5th Street to 7th Street)

Stites Township

The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for Bids dated , and Information for Bidders. You are hereby notified that your BID has been accepted for items in the amount of $ You are required by the Information for Bidders to execute the Agreement and furnish the required CONTRACTOR'S Performance BOND. Payment BOND and certificates of insurance within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said BONDS within ten (10) days from the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your BID as abandoned and as a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law.

You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER.

Dated this day of , 20 .

Stites Township BY: Title Vanessa Chapman, Township Supervisor ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by this the day of , 20 . By Title

NOA-1

NOTICE TO PROCEED To: Project: Madison St Improvements PY19 (5th Street to 7th Street) Stites Township H-R 211-0910 You are hereby notified to commence WORK in accordance with the Agreement dated , 2020 , on or before , 2020 , and you are to complete the WORK within 30 consecutive calendar days thereafter. The date of completion of all WORK is therefore , 20 Stites Township Owner By Vanessa Chapman, Township Supervisor ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged by

.

this the day of 20

By

Title

NTP-1 CONTRACT DOCUMENTS FOR CONSTRUCTION DOCUMENT NO. 9

NOTICE TO PROCEED: PAGE 1 OF 1

CHANGE ORDER Date of Issuance: Change Order No. 1 Project: Madison Street Improvements PY19 (5th Street to 7th Street)

Stites Township H-R 211-0910

Owner: Stites Township Contractor:

Engineer: Hurst-Rosche, Inc.

Purpose of Change Order:

Description:

Original Contract Price: $ Original Contract Time: 30

Adjusted Increase: $ Adjusted Increase:

Adjusted Decrease: $ Adjusted Decrease:

Total Adjusted Contract: $ Adjusted Contract Time:

Requested by: Date: (Contractor/Engineer/Community) Approved by: Date: (Stites Township) Vanessa Chapman, Township Supervisor Date: (Contractor) Date: (Hurst-Rosche, Inc.) Date: (St. Clair County IGD) FUND LIMITATION – As stated in the applicable program year/public facilities contract agreement between St. Clair County and the respective City/Village/Township, any cost exceeding the awarded Community Development Block Grant (CDBG) fund amount shall be borne by the City/Village/Township. The liability of St. Clair County is limited to the amount of U.S. Department of Housing and Urban Development (HUD) funds received and committed to the CDBG portion of the project.

SS-1

STANDARD SPECIFICATIONS (Reference) 1) The Standard Specifications for Road and Bridge Construction,

referred to herein are those prepared by the Department of Transportation of the State Illinois, Adopted April 1, 2016.

2) Any reference to ASTM Designations refers to Standards and

Specifications of the American Society for Testing and Materials, latest edition.

3) General Conditions, Article 19, Payments to Contractor Subarticle 19.1, that

portion of Article 19.1 which states the owner will, within 10 days of presentation to him of an approved partial payment estimate, pay the approved partial payment estimate. That reference to 10 days shall be changed to read 60 days, thus, the Owner will pay the Contractor within 60 days upon receipt of an approved partial payment estimate from the engineer pending receipt of funds from the funding agency.

4) The Detailed Specifications contained herein shall supplement these

specifications; and, in case of conflict, the Detailed Specifications shall take precedence and shall govern.

INDEX OF PLANS

1 Cover Sheet & General Notes 2 Typical Sections & Summary of Quantities

3 Plan Sheet All plan sheets are bound herein Madison Street Improvements PY19 (5th Street to 7th Street) Stites Township

1

State of Illinois DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads and Bridges

SPECIAL PROVISION FOR STANDARD SPECIFICATIONS The following Special Provisions supplement the “Standard Specifications for Road and Bridge Construction”, Adopted April 1, 2016, the latest edition of the “Manual on Uniform Traffic Control Devices for Streets and Highways”, and the “Manual of Test Procedures for Materials” in effect on the date of invitation for bids, and the Supplemental Specifications and Recurring Special Provisions indicated herein which apply to and govern the construction designated as Madison Street Improvements PY19 (5th Street to 7th Street), Stites Township, and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. The only exception to these standards, are all references to measure and payment. DESCRIPTION OF WORK: The proposed improvements are located on Madison Street (5th Street to 7th Street) in Stites Township. The improvements consist of pulverizing, reshaping and compacting the existing pavement base, providing a new 2” Hot-Mix Asphalt surface, and any other work necessary to complete the project. TRAFFIC CONTROL PLAN: Traffic control shall be in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, these special provisions, and any special details and Highway Standards herein and in the plans and the Standard Specifications for Traffic Control Items. The Contractor shall provide traffic control in accordance with Standard 701501. The work will be performed with the road being closed to through traffic and utilizing stage construction as necessary for local residents. Temporary ramps shall be provided for the transitions from the proposed pavement to the existing surface when directed by the Engineer to maintain 1-lane of travel. The road shall remain closed to through traffic with local residents being provided access to their properties. When all lanes are open, drums or barricades will be required to be relocated off to the edge of the roadway to protect the work area at the end of the day. 1. Construction operation shall be performed to minimize inconvenience to residents. The

roadway will be closed, with all residents being provided with an outlet or a parking area at all times.

2. Access for emergency vehicles shall be provided at all times.

2

TRAFFIC CONTROL AND PROTECTION, STD 701501: This item shall consist of the furnishing, installation, maintenance, relocation and removal of all signs, signals, pavement markings, traffic cones, barricades, warning lights, flaggers and other traffic control devices which are used for the purpose of regulating, warning or directing vehicular and pedestrian traffic during the construction and maintenance of the improvement, as shown on the plans and according to the applicable sections of the "Standard Specifications for Road and Bridge Construction", the applicable guidelines contained in the "Manual on Uniform Traffic Control Devices for Streets and Highways", the Illinois supplement to said manual, these special provisions and any special details and Highway Standards contained herein and included in the plans. The Contractor shall conduct his work at all times, in such a manner and in such sequence as will assure the least interference with traffic and pedestrians. Throughout the construction period, all material piles, equipment, open excavations or other obstructions or hazards to motorists or pedestrians shall be enclosed by fences or protected by barricades and proper lighting. Barricade placement and sign spacing may be adjusted by the Engineer to suit field conditions. All signs shall be maintained until the project is completed. Variations to the traffic control and protection standards specified may be permitted. The Contractor shall submit a traffic control plan showing any proposed variations he intends to use. The Engineer must approve any deviations from the standards prior to their installation. Variations will be allowed if they are appropriate during those times when specific construction methods or procedures are being performed. Traffic Control Surveillance as described in Article 701.10 of the "Standard Specifications for Road and Bridge Construction" will not be required. Also, disregard Articles 701.19(d) and 701.20(g) concerning measurement and payment for Traffic Control Surveillance. This work will not be measured separately for payment. Traffic Control shall include furnishing, installing, maintaining relocating and removing all traffic control devices required for the successful completion of the project, and no additional compensation will be allowed. CONSTRUCTION SEQUENCE: 1. The Engineer will be the sole judge of the staging and sequence of construction insofar

as traffic control is concerned. 2. Alternating of lane closures is to be held to a minimum. 3. Paving operations shall be carried on so that the elevation differential between traffic

lanes will remain for a minimum amount of time. JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS (J.U.L.I.E.): This work shall be done in accordance with Article 107.31 of the Standard Specifications except as herein modified. A minimum of 48 hours advance notice is required for J.U.L.I.E. and the political name of the township where the work is located, as shown on the location map, along with other location information such as land section and quarter section will have to be given.

3

Locations of proposed signposts, guardrail, sign, light, or signal foundations, etc., shall be staked by the Contractor and then notice provided as above. If any of the location markers placed by a utility company in conformance with this procedure are destroyed by Contractor operations, the Contractor shall immediately notify the utility owner and bear the cost of remarking the facilities at his own cost and expense. Compliance with this Special Provision shall be considered included in the contract, and no additional compensation will be allowed for any costs incurred. The location of the project is as follows: County: St. Clair Township: Stites (T2N, R10W, Sections 1 & 2) SAW CUTS: This work consists of saw cutting existing pavement as shown in the plans or as directed by the Engineer. The existing pavement shall be saw cut in all areas where it abuts the proposed pavement unless otherwise directed by the Engineer. PULVERIZATION: This work shall consist of pulverizing, reshaping and compacting bituminous surface to the limits specified on the plans, in accordance with Section 440 of the Standard Specifications, except as herein specified. The Contractor shall till full width of the roadway to a depth of 4”, but not into the existing earth subgrade, or as directed by the Engineer, to prepare the existing roadway surface to be used as a base for HMA Surface Course constructed in accordance with Sections 403 or 406 of the Standard Specifications. During the tilling/pulverizing operation, the existing roadway materials and any additional aggregate base course needed to achieve proper crown of ¼” per foot with the centerline and the high point, will be mixed to achieve a homogeneous bituminous/aggregate mixture. The recycled roadway to be used as a base will be constructed in accordance with Section 358 of the Standard Specifications except for the following revisions to these specifications: Add the following to Article 358.03 Equipment

(c.) Three wheel or tandem roller

(d.) Motor Grader Revise the first sentence of the second paragraph of Article 358.04 (c.) to read: “After the surface of the base course has been brought to a smooth grade and proper crown (1/4” per foot with the centerline at the high point), it shall be compacted by repeated wetting and rolling with pneumatic-tired roller or vibratory steel wheeled roller to achieve a 95% standard proctor compaction level for the full depth of the tilled base course”. Add the following to the last sentence of the second paragraph of Article 358.04 (c.): “Immediately prior to the application of the MC-30 prime coat, the entire surface shall be rolled to a smooth finish with a three-wheel or tandem roller.” Where improved driveways are encountered adjacent to the pulverizing operation, a joint shall be sawed at the limit of pulverizing and care shall be taken by the Contractor to not disturb the

4

surface beyond the saw cut. The Contractor shall restore any damage beyond the saw cut to the same condition that existed prior to the pulverizing operation. Care shall be taken so that the finished road surface matches the existing roadway at the beginning and end of construction, intersecting streets and driveways. The Contractor shall dress driveways at the direction of the Engineer if necessary to correct deviations in grade or to achieve a smooth transition from the new finished surface. Aggregate Base Course, Type B shall be used and all labor, equipment and material necessary. Tilling, regrading, compaction, saw cuts and preparation of the base prior to the Prime Coat will be included in the contract, and shall include all labor and equipment necessary to complete this item. Aggregate Base Course, Type B necessary to achieve proper crown and/or replace unsuitable material encountered during the pulverizing process will be included in the contract. Manholes and valve vaults which are exposed by the bituminous surface rehabilitation and transverse cuts at the end of the day which are more than 1” deep shall be ramped with a bituminous cold mix. STATUS OF UTILITIES: There are no expected utility relocations.

3

3

2

2

1-1-19

(Sheet 1 of 9)

mm

m

XSECT

CSE

CH

CNTY

CMP

CORR

COR

CONT

CONTD

CONST

CONC

CE

C

COMB

CT

CLID

CLSD

CP

CS

CHSLD

CERT

CTS

CL-F

CL-E

CL

C-C

CB

CIP

BLDG

BBOX

BRK

BLVD

BTM

BIT

BIND

BM

BGN

BARR

B

BKPL

B-B

BK

AX

AVE

AGS

AUX

ASPH

APT

AH

AGG

AS

ADJ

AC

A/C

ABV

CUBIC MILLIMETER

CUBIC METER

CROSS SECTION

COURSE

COUNTY HIGHWAY

COUNTY

CORRUGATED METAL PIPE

CORRUGATED

CORNER

CONTINUOUS

CONTINUED

CONSTRUCT

CONCRETE

COMMERCIAL ENTRANCE

COMMERCIAL BUILDING

COMBINATION

COAT OR COURT

CLOSED LID

CLOSED

CLAY PIPE

CITY STREET

CHISELED

CERTIFIED

CENTERS

CENTERLINE TO FACE

CENTERLINE TO EDGE

CENTERLINE OR CLEARANCE

CENTER TO CENTER

CATCH BASIN

CAST IRON PIPE

BUILDING

BUFFALO BOX

BRICK

BOULEVARD

BOTTOM

BITUMINOUS

BINDER

BENCHMARK

BEGIN

BARRICADE

BARN

BACKPLATE

BACK TO BACK

BACK

AXIS OF ROTATION

AVENUE

AUXILIARY GAS VALVE (SERVICE)

AUXILIARY

ASPHALT

APARTMENT

AHEAD

AGGREGATE

AERIAL SURVEYS

ADJUST

ACRE

ACCESS CONTROL

ABOVE

HATCH

HH

GW

GP

GUT

GND

GRVL

GR

GRAN

GV

GM

G

GALV

GAL

FRWAY

F&G

FR

FDN

FB

FL

FH

FE

FP

FAUS

FAS

FAP

FAI

FA

F-F

E

E

EXPWAY

EX

EXC

ENTR

EL

E-E

E-CL

EOP

EB

EA

DCT

DRV

DI

DR

DSFL

DSEL

DBL

DOM

DIST

DIA

DET

DC

D

C&G

CULV

CU YD

HATCHING

HANDHOLE

GUY WIRE

GUY POLE

GUTTER

GROUND

GRAVEL

GRATE

GRANULAR

GAS VALVE

GAS METER

GARAGE

GALVANIZED

GALLON

FREEWAY

FRAME & GRATE

FRAME

FOUNDATION

FOOT BRIDGE

FLOW LINE

FIRE HYDRANT

FIELD ENTRANCE

FENCE POST

FEDERAL AID URBAN SECONDARY

FEDERAL AID SECONDARY

FEDERAL AID PRIMARY

FEDERAL AID INTERSTATE

FEDERAL AID

FACE TO FACE

OFFSET DISTANCE TO VERTICAL CURVE

EXTERNAL DISTANCE OF HORIZONTAL CURVE

EXPRESSWAY

EXISTING

EXCAVATION

ENTRANCE

ELEVATION

EDGE TO EDGE

EDGE TO CENTERLINE

EDGE OF PAVEMENT

EASTBOUND

EACH

DUCT

DRIVEWAY

DRAINAGE INLET OR DROP INLET

DRAINAGE OR DRIVE

DOWNSTREAM FLOWLINE

DOWNSTREAM ELEVATION

DOUBLE

DOMESTIC

DISTRICT

DIAMETER

DETECTOR

DEPRESSED CURVE

DEGREE OF CURVE

CURB & GUTTER

CULVERT

CUBIC YARD

WO

W

WILDFL

WB

WMAIN

WV

WM

VPT

VPI

VPC

VC

VERT

VP

VEH

VLT

VV

VBOX

UTIL

USFL

USEL

USGS

UNDGND

TYP

T-A

TY

TRN

TRVL

TRVS

TSC

TSCB

TS

TR

TWP

TBS

TBR

TBE

TD

TBM

TEMP

TP

TB

TEL

T.R.

T

SMK

SURF

S.E. RUN.

e

STR

ST

STY

SS

SPBGR

STA

SR

SBI

STD

WITHOUT

WITH

WILDFLOWERS

WESTBOUND

WATER MAIN

WATER VALVE

WATER METER

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF CURVATURE

VERTICAL CURVE

VERTICAL

VENT PIPE

VEHICLE

VAULT

VALVE VAULT

VALVE BOX

UTILITY

UPSTREAM FLOWLINE

UPSTREAM ELEVATION

U.S. GEOLOGICAL SURVEY

UNDERGROUND

TYPICAL

TYPE A

TYPE

TURN

TRAVEL

TRANSVERSE

TRAFFIC SYSTEMS CENTER

TRAFFIC SIGNAL CONTROL BOX

TRAFFIC SIGNAL

TOWNSHIP ROAD

TOWNSHIP

TO BE SAVED

TO BE REMOVED

TO BE EXTENDED

TILE DRAIN

TEMPORARY BENCH MARK

TEMPORARY

TELEPHONE POLE

TELEPHONE BOX

TELEPHONE

TANGENT RUNOUT DISTANCE

TANGENT DISTANCE

SURVEY MARKER

SURFACE

SUPERELEVATION RUNOFF LENGTH

SUPERELEVATION RATE

STRUCTURE

STREET

STORY

STORM SEWER

STEEL PLATE BEAM GUARDRAIL

STATION

STATE ROUTE

STATE BOND ISSUE

STANDARD

PM

PVMT

PVD

PAT

OLID

NW

NE

NB

NC

NOAA

N & W

N & C

N & BC

MFT

MOD

MBH

MIX

mm DIA

mm

M

METH

m

MED

MATL

MH

MB

MACH

L SUM

LNG

LC

L

LF

LGT

LP

LT

LN

LS

km

kg

JT

IR

IP

INV

IDS

INST

INL

IN DIA

IMP

IL

HSE

HORIZ

HWY

HMA

ha

HDUTY

HDW

HD

PAVEMENT MARKING

PAVEMENT

PAVED

PATTERN

OPEN LID

NORTHWEST

NORTHEAST

NORTHBOUND

NORMAL CROWN

ADMINISTRATION

NATIONAL OCEANIC ATMOSPHERIC

NAIL & WASHER

NAIL & CAP

NAIL & BOTTLE CAP

MOTOR FUEL TAX

MODIFIED

MOBILE HOME

MIXTURE

MILLIMETER DIAMETER

MILLIMETER

MID-ORDINATE

METHOD

METER

MEDIAN

MATERIAL

MANHOLE

MAIL BOX

MACHINE

LUMP SUM

LONGITUDINAL

LONG CHORD

LITER OR CURVE LENGTH

LINEAL FEET OR LINEAR FEET

LIGHTING

LIGHT POLE

LEFT

LANE

LANDSCAPING

KILOMETER

KILOGRAM

JOINT

IRON ROD

IRON PIPE

INVERT

INTERSECTION DESIGN STUDY

INSTALLATION

INLET

INCH DIAMETER

IMPROVEMENT

ILLINOIS

HOUSE

HORIZONTAL

HIGHWAY

HOT MIX ASPHALT

HECTARE

HEAVY DUTY

HEADWALL

HEAD

STABILIZED

SQUARE YARD

SQUARE MILLIMETER

SQUARE METER

SQUARE FEET

SPECIAL DITCH

SPECIAL

SOUTHEAST

SOUTHBOUND

SOLID MEDIAN

SODDING

SIGNAL

SIDEWALK OR SOUTHWEST

SHOULDER

SHEET

SHED

SHAPING

SEEDING

SECTION

SANITARY SEWER

SANITARY

ROUTE

ROADWAY

ROAD

RIGHT-OF-WAY

RIGHT

RETAINING

RESURFACING

RESTAURANT

REPLACEMENT

REMOVE CROWN

REMOVAL

REINFORCEMENT

REINFORCED CONCRETE CULVERT PIPE

REFLECTIVE

REFERENCE POINT STAKE

RAILROAD SPIKE

RAILROAD

RADIUS

PROPOSED

PROPERTY LINE

PROPERTY CORNER

PROJECT

PROFILE GRADELINE

PROFILE

PRIVATE ENTRANCE

PRIME

POWER POLE OR PRINCIPAL POINT

PORTLAND CEMENT CONCRETE

POLYETHYLENE

POINT ON TANGENT

POINT OF TANGENCY

POINT OF REVERSE CURVE

CURVE

POINT OF INTERSECTION OF HORIZONTAL

POINT OF CURVATURE

POINT

PEDESTAL

STB

SQ YD

mm

m

SQ FT

SD

SPL

SE

SB

SM

SOD

SIG

SW

SHLD

SH

S

SHAP

SEED

SEC

SANS

SAN

RTE

RDWY

RD

ROW

RT

RET

RESURF

REST

REP

RC

REM

REINF

RCCP

REF

RPS

RRS

RR

R

PR

PL

P.C.

PROJ

PGL

PROF

PE

PRM

PP

PCC

POLYETH

POT

PT

PRC

PI

PC

PNT

PED

STANDARD 000001-07

Illinois Department of Transportation

DATE REVISIONS

January 1,

ENGINEER OF POLICY AND PROCEDURES

APPROVED January 1,

ENGINEER OF DESIGN AND ENVIRONMENT

ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

1-1-11

and symbols.

Updated abbreviations

Added new symbols.

2019

2019

ADJ

C

F

R

REC

A

A

A

A

SP

AB

M

REL

PL

T

N

R

E

T N

E

R

N

T

R

E

FL FL

FM

FSP

RSP

D=

CURVE

P.I. STA=

!=

T=

R=

L=

E=

S.E. RUN=

e=

P.T. STA=

P.C. STA=

T.R.=

D=

CURVE

P.I. STA=

!=

T=

R=

L=

E=

S.E. RUN=

e=

P.T. STA=

P.C. STA=

T.R.=

(Sheet 2 of 9)

Structure To Be Adjusted

Structure To Be Cleaned

Structure To Be Filled

Structure To Be Removed

Reconstructed

Structure To Be

To Be Adjusted

Frame and Grate

To Be Adjusted

Frame and Lid

To Be Adjusted

Domestic Service Box

Valve Vault To Be Adjusted

Special Adjustment

Item To Be Abandoned

Item To Be Moved

Item To Be Relocated

and Replacement

Pavement Removal

Baseline

Centerline

Centerline Break Circle

Baseline Symbol

Centerline Symbol

PI Indicator

Point Indicator

Dashed Property Line

Solid Property/Lot Line

Section/Grant Line

County/Township Line

State Line

Iron Pipe Found

Iron Pipe Set

Survey Marker

Property Line Symbol

Riprap

Water Surface Indicator

Culvert End Section

Catch Basin

Swale

Roadway Ditch Flow

Summit

Manhole

Inlet

Headwall

Ditch Check

Flowline

Aggregate Ditch

Paved Ditch

Drainage Boundary Line

Grading & Shaping Ditches

Culvert Line

\\

¡¡

Main Structure To Be Filled

Structure To Be Filled Special

Structure To Be Reconstructed Special

Storm Sewer

Pipe Underdrain

(Half Size)

Same Ownership Symbol

(Half Size)

Northwest Quarter Corner

(Half Size)

Section Corner

(Half Size)

Southeast Quarter Corner

(Half Size)

Horizontal Curve Data

Quarter Section Line

Quarter/Quarter Section Line

Channel or Stream Line

STANDARD 000001-07

ADJUSTMENT ITEMS EX PR ALIGNMENT ITEMS EX PR

BOUNDARIES ITEMS EX PR

DRAINAGE ITEMS EX PR


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

Overflow

Sheet Flow

Hydrant Outlet

EXHYDRAULICS ITEMS PR

2019

2019

Intermediate Contour

Index Contour

Approx. Intermediate Line

Approx. Index Line

CONTOUR ITEMS EX PR

T

E

E

FL

(Sheet 3 of 9)

Cleaning & Grading Limits

Dike

Erosion Control Fence

Perimeter Erosion Barrier

Temporary Fence

Ditch Check Temporary

Ditch Check Permanent

Inlet & Pipe Protection

Sediment Basin

Erosion Control Blanket

Revetment Mat

Fabric Formed Concrete

Turf Reinforcement Mat

Mulch Temporary

Mulch Method 1

Mulch Method 2 Stabilized

Mulch Method 3 Hydraulic

Noise Attn./Levee

Fence

Base of Levee

Mailbox

Pay Telephone

Advertising Sign

Contour Mounding Line

Fence

Perennial Plants

Seeding Class 2

Seeding Class 2A

Seeding Class 4

Seeding Class 4 & 5 Combined

Seeding Class 5

Seeding Class 7

Seedlings Type 1

Seedlings Type 2

Sodding

Mowstake w/Sign

Tree Trunk Protection

Evergreen Tree

Shade Tree

Duct

Conduit

Electrical Aerial Cable

Electrical Buried Cable

Controller

Underpass Luminaire

Power Pole

Shrubs

Mowline

Fence Post

Field Line

Multiple Mailboxes

STANDARD 000001-07

CONTROL ITEMS

EROSION & SEDIMENTEX PR

IMPROVEMENT ITEMS

NON-HIGHWAYEX PR

(contd.)

LANDSCAPING ITEMS

EXISTING

EX PR

LANDSCAPING ITEMS EX PRLIGHTING EX PR


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

*

*

ITS Camera

Wind Turbine

Cellular Tower

Intelligent Transportation Systems

2019

2019

P P

H

J

H

J

RR

(Sheet 4 of 9)

Pull Point

Handhole

Heavy Duty Handhole

Junction Box

Light Unit Comb.

Electrical Ground

Traffic Flow Arrow

Light Unit-1

Keyed Long. Joint

Keyed Long. Joint w/Tie Bars

Sawed Long. Joint w/Tie Bars

Bituminous Shoulder

Bituminous Taper

Stabilized Driveway

Widening

RR Crossing

Raised Marker Amber 1 Way

Raised Marker Amber 2 Way

Raised Marker Crystal 1 Way

Two Way Turn Left

Shoulder Diag. Pattern

Skip-Dash White

Skip-Dash Yellow

Stop Line

Solid Line

Double Centerline

Dotted Lines

(Half Size)

High Mast Pole

Handicap Symbol

STANDARD 000001-07

(contd.)

LIGHTINGEX PR

PAVEMENT (MISC.) EX PR

PAVEMENT MARKINGS EX PR


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

2019

2019

ONLYONLY

ONLY

(Sheet 5 of 9)

Urban Left Turn Arrow

Urban Right Turn Arrow

Urban Left Turn Only

Urban Right Turn Only

Urban Thru Only

Abandoned Railroad

Railroad

Railroad Point

Control Box

Crossing Gate

Flashing Signal

Railroad Cant. Mast Arm

Crossbuck

Removal Tic

Bituminous Removal

Hatch Pattern

Future ROW Corner Monument

ROW Marker

ROW Line

Easement

Temporary Easement

Urban Combination Left

Urban Combination RightTree Removal Single

STANDARD 000001-07

(contd.)

PAVEMENT MARKINGSEX PR

RAILROAD ITEMS EX PR

EX PR

EX PR


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

2019

2019

REMOVAL ITEMS

RIGHT OF WAY ITEMS

RRPM 40' (12.2 m) o.c.

CL Multilane Div.

RRPM 80' (24.4 m) o.c.

CL Multilane Div.

RRPM 80' (24.4 m) o.c.

CL Multilane Div. Dbl.

CL Multilane Undiv.

Two Way Turn Left Line

RRPM 12.2 m (40') o.c.

CL 2Ln 2Way

RRPM 80' (24.4 m) o.c.

CL 2Ln 2Way

ONLYONLY

ONLY

Rural Left Turn Arrow

Rural Right Turn Arrow

Rural Left Turn Only

Rural Right Turn Only

Rural Thru Only

Urban U-Turn

Urban Combined U-Turn

Rural Combination Left

Rural Combination Right

Bike Lane Symbol

Bike Lane Text

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

STANDARD 000001-07


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

(contd.)

PAVEMENT MARKINGSEX PR

Bike Path Shared

Bike Shared Roadway

2019

2019

(Sheet 6 of 9)

I

VPIELEVLE

= = = =

VPIELEVLE

= = = =

SINGLE

LANE

AHEAD

ROAD

CONSTRUCTION

AHEAD

ROAD

CLOSED

AHEAD

RIGHT LANE

CLOSED

AHEAD

LEFT LANE

CLOSED

AHEAD

DETOUR

AHEAD

STA. 45+00

9

(Sheet 7 of 9)

Edge of Pavement

and C&G Line

Bit Shoulders, Medians

Aggregate Shoulder

Sidewalks, Driveways

Guardrail

Guardrail Post

Traffic Sign

Corrugated Median

P.I. Indicator

Point Indicator

Earthworks Balance Point

Begin Point

Vert. Curve Data

Cone, Drum or Barricade

Barricade Type II

Barricade Type III

Barricade With Edge Line

Flashing Light Sign

Panels I

Panels II

Direction of Traffic

Ditch Profile Left Side

Ditch Profile Right Side

Roadway Profile Line

Storm Sewer Profile Left Side

Storm Sewer Profile Right Side

(Half Size)

Sign Flag

(Half Size)

Detour Ahead W20-2(O)

(Half Size)

Road Closed Ahead W20-3(O)

(Half Size)

Reverse Left W1-4L

(Half Size)

Reverse Right W1-4R

(Half Size)

Two Way Traffic Sign W6-3

(Half Size)

Transition Right W4-2R

(Half Size)

Transition Left W4-2L

(Half Size)

Road Construction Ahead W20-1-(O)

(Half Size)

Right Lane Closed Ahead W20-5R(O)

(Half Size)

Single Lane Ahead

(Half Size)

Left Lane Closed Ahead W20-5L(O)

Slope Limit Line

Match Line

Typical Cross-Section Line

Access Control Line

Access Control Line & ROW

ROW with Fence

Access Control Line &

Excess ROW Line

(Half Size)

North Arrow with District Office

Cable Barrier

Concrete Barrier

Impact Attenuator

STANDARD 000001-07

(contd.)

RIGHT OF WAY ITEMSEX PR

ITEMS

ROADWAY PLANEX PR

ROADWAY PROFILES EX PR

SIGNING ITEMS EX PR

(contd.)

SIGNING ITEMSEX PR


January 1,

APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,


2019

2019

G

Y

DW

W

G

Y

DW

W

ROAD CLOSED

TO

THRU TRAFFIC

ROAD

CLOSED

STOPHERE

ONRED

STOPHERE

ONRED

KEEP

RIGHT

KEEP

RIGHT

KEEP

LEFT

KEEP

LEFT

LEFT

TURN

LANE

DETOUR

DETOUR

ONE WAY

ONE WAY

(Sheet 8 of 9)

Cable Number

Left Turn Green

Left Turn Yellow

Signal Backplate

Walk/Don't Walk Letters

Walk/Don't Walk Symbols

Galv. Steel Conduit

Underground Cable

Detector Loop Line

Detector Loop Large

Detector Loop Small

Detector Loop Quadrapole

Bridge Pier

Box Culvert Barrel

Box Culvert Headwall

Bridge

Retaining Wall

Temporary Sheet Piling

(Half Size)

Left Turn Lane R3-I100L

(Half Size)

Keep Left R4-7AL

(Half Size)

Keep Left R4-7BL

(Half Size)

Keep Right R4-7AR

(Half Size)

Keep Right R4-7BR

(Half Size)

Stop Here On Red R10-6-AL

(Half Size)

Stop Here On Red R10-6-AR

(Half Size)

No Left Turn R3-2

(Half Size)

No Right Turn R3-1

(Half Size)

Road Closed R11-2

(Half Size)

Road Closed Thru Traffic R11-2

(Half Size)

Detour M4-10L-(O)

(Half Size)

Detour M4-10R-(O)

(Half Size)

One Way Left R6-1L

(Half Size)

One Way Right R6-1R

(Half Size)

One Way Arrow Lrg. W1-6-(O)

(Half Size)

Two Way Arrow Large W1-7-(O)

Signal Section 8'' (200 mm)

Signal Section 12'' (300 mm)

STANDARD 000001-07

(contd.)

SIGNING ITEMSEX PR STRUCTURES ITEMS EX PR

ITEMS

TRAFFIC SHEETEX PR

ITEMS

TRAFFIC SIGNALEX PR


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

2019

2019

"E"

H

J J

H

H

J

H

J

V

C C

V

TS

(Sheet 9 of 9)

Detector Raceway

Aluminum Mast Arm

Steel Mast Arm

Veh. Detector Magnetic

Conduit Splice

Controller

Gulfbox Junction

Wood Pole

Temp. Signal Head

Handhole

Heavy Duty Handhole

Junction Box

Ped. Pushbutton Detector

Ped. Signal Head

Power Pole Service

Priority Veh. Detector

Signal Head

Signal Head w/Backplate

Signal Post

Controller

Double Handhole

Fire Hydrant

Handhole

Heavy Duty Handhole

Junction Box

Light Pole

Manhole

Power Pole

Splice Box Above Ground

Telephone Pole

Traffic Signal

Water Meter Valve Box

Above Ground

Telephone Splice Box

Deciduous Tree

Evergreen Tree

Stump

Stream or Drainage Ditch

Waters Edge

Water Surface Indicator

Water Point

Disappearing Ditch

Marsh

Marsh/Swamp Boundary

Bush or Shrub

Woods & Bush Line

Vegetation Line

Orchard/Nursery Line

GuyWire or Deadman Anchor

Profile Line

Aerial Power Line

Cable TV

Electric Cable

Fiber Optic

Gas Pipe

Oil Pipe

Sanitary Sewer

Telephone Cable

Water Pipe

Double Handhole

Closed Circuit TV

Video Detector System

Pipeline Warning Sign

Power Pole with Light

Sanitary Sewer Cleanout

Traffic Signal Control Box

Water Meter

STANDARD 000001-07

ITEMS (contd.)

TRAFFIC SIGNAL

UTILITY ITEMS

UNDERGROUNDEX PR EX PR ABANDONED

(contd.)

UTILITY ITEMSEX PR

VEGETATION ITEMS EX PR

UTILITIES ITEMS EX PR

ITEMS

WATER FEATUREEX PR


January 1,


APPROVED January 1,


ISS

UE

D1-1-9

7

PASSED

AND PATTERNS

ABBREVIATIONS

STANDARD SYMBOLS,

2019

2019

Monitoring Well (Gasoline) MW

ONE LANE

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

pavement for a period of less than 15 minutes.

the centerline and a line 24 (600) outside the edge of the

For any operation that encroaches in the area between

edge of the pavement for a period of less than 60 minutes.

For any operation that is more than 24 (600) outside the

than 60 minutes.

pavement for a period in excess of 15 minutes but less

the centerline and a line 24 (600) outside the edge of the

For any operation that encroaches in the area between

amber dome light operating.

Vehicle with dual flashers or flashing

min.

100' (30 m)

min.

100' (30 m) (600)

24

amber dome light operating.

Vehicle with dual flashers or flashing

(600)

24

W20-4(0)-48

1 1

min.

100' (30 m)

min.

100' (30 m)1 1

W20-4(0)-48

(600)

24 SIGN SPACING

Posted Speed Sign Spacing

55

50-45

I

I

I

I

I

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ONE LANE

ROAD

AHEAD

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

CLOSED

ROAD

CLOSED

AHEAD

ONE LANE

ROAD

AHEAD

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

4 3

12

2

111

1 1

max.

100' (30 m)

R11-2

min.

100' (30 m)

W20-1(0)-48

Or

W20-I103(0)-48

W20-4(0)-48

Type l or Type ll barricades

Type lll barricades

W20-3(0)-48

W20-1(0)-48

W20-I103(0)-48 Or

Type l or Type ll Barricades

(60

m)

200'

W20-4(0)-48

projects

and utility

maintenance

For

W20-1(0)-48

projects

construction

contract

For

W20-I103(0)-48

Or

One way / one lane operation

SIGN SPACING

Posted Speed Sign Spacing

55

50-45

*

*

* *

*

*

** *

(450-9

00)

18-3

6

(700)

28

min.

4' (1.2

m)

min.

24 (6

00)

(900)

36

min.

18 (450)

min.

5' (1.5

m)

min.

4' (1.2 m)

(600)

24

(900)

36

(300)

12

(200)

8 (900)

36

(Sheet 1 of 3)

min.

4' (1.2 m)min.

36 (9

00)

(100)

4

min.

36 (9

00)

min.

24 (600)

min.

36 (9

00)

min.

24 (600)

(100)

4

Orange

(100)

4

(700 -

900)

28 -

36

Posted speed < 45 mph

STANDARD 701901-08

TUBULAR MARKER VERTICAL PANEL

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE

BARRICADE

DIRECTION INDICATOR

DRUM

VERTICAL BARRICADE

CHANNELIZING BARRICADE

DETECTABLE PEDESTRIAN

GENERAL NOTES

DATE REVISIONS

orange to white background.

SPEED LIMIT sign from

Revised END WORK ZONE1-1-18

1-1-19

(700 -

900)

28 -

36

CONES

Any posted speed

DAYTIME USE

Any posted speed Any posted speed

>36 (9

00)

DAY OR NIGHTTIME USE

(100-150)

4-6

(100-150)

4-6

added cones >36" (900 m) height.

Revised cone usage and

DEVICES

TRAFFIC CONTROL

(200-3

00)

8-1

2m

ax.

2 (5

0)

(150)

6 (150)

6

Warning lights (if required)

unless otherwise shown.

All dimensions are in inches (millimeters)

pavement surface.

All heights shown shall be measured above the

(200-3

00)

8-1

2

(100)

4(1

00)

4(1

00)

4 (100)

4

(200-3

00)

8-1

2 (200-3

00)

8-1

2

(150)

6(150)

6

(300)

12

(150)

6

(150)

6

(100)

4 (100)

4

(50)

2

(150)

6

(75 -

100)

3 -

4

min.

3 (75)

(100)

4

(100)

4

(200-300)

8-12

4-6 (100-150)

4-6 (100-150)

POST MOUNTED

Orange Orange Orange


January 1, 2019

APPROVED January 1, 2019


ISS

UE

D1-1-1

3

ENGINEER OF SAFETY PROG. AND ENGINEERING

APPROVED

"'-

MAX WIDTH

XX XXX MILES

AHEAD

NEXT X MILES

CONSTRUCTION

ROAD

CONSTRUCTION

END

(IF SPECIFIED)

SIGN

STOP SLOW ENDWORK ZONE

SPEED LIMIT

MINIMUM

$XXX FINE

LIMIT

SPEED

XX

ZONE

WORK

ENFORCED

PHOTO

(1.8 m - 3.6 m)

6' - 12'

FRONT SIDE REVERSE SIDE

(100)

4

(125)

5

(600)

24

(125)

5

(175)

7

(400)

16

(175)

7

(125)

5

(600)

24

(600 - 3 m)

24 - 10'

min.

8' (2.4

m)

(Sheet 2 of 3)

(1.8

m -

2.1

m)

6' -

7'

R2-1-3648

R2-I106p-3618

G20-I104(0)-6036 G20-I105(0)-6024

W12-I103-4848

XX'-XX" width and X miles are variable.

G20-I103-6036

STANDARD 701901-08

POST MOUNTED SIGNS

SIGNS ON TEMPORARY SUPPORTS

HIGH LEVEL WARNING DEVICE

WIDTH RESTRICTION SIGN

FLAGGER TRAFFIC CONTROL SIGN

SPEED ZONE SIGNSHIGHWAY CONSTRUCTION

WORK LIMIT SIGNING

DEVICES

TRAFFIC CONTROL

Edge of

pave

ment

**

(if required)

Warning light

wood post

Metal or

6' (1.8 m) urban

4' (1.2 m) rural

embedment

5' (1.5 m) min.

of pavement

Elevation of edge

7' (2.1 m) min. urban

5' (1.5 m) min. rural

edge of the paved shoulder.

face of curb or 6' (1.8 m) to the outside

this dimension shall be 24 (600) to the

When curb or paved shoulder are present**

of curb

or face

pavement

Edge of

of pavement

Elevation of edge

completely above the devices.

shall be sufficient to be seen

behind other devices, the height

be 5' (1.5 m) min. If located

four days, this dimension shall

When work operations exceed***

min.

***

12 (3

00)

Orange flags

18x18 (450x450)

lane highways.

Dual sign displays shall be utilized on multi-

within 2 miles (3200 m).

the end of the job unless another job is

END CONSTRUCTION sign shall be erected at

ject limits.

be placed 500' (150 m) in advance of pro-

ROAD CONSTRUCTION NEXT X MILES sign shall

2 miles (3200 m) or more in length.

This signing is required for all projects

W21-Ill5(0)-3618

R10-I108p-3618 ****

or as allowed by District Operations.

Sign assembly as shown on Standards

above sign assembly is used.

This sign shall be used when the

under the juristiction of the State.

R10-I108p shall only be used along roadways****

8 (200) Federal series C

(15)32

19

(513)

20 21

7 (180) Federal series B

R.

1 (4

0)

21

(9

0)

32

1


January 1, 2019



ISS

UE

D1-1-1

3


APPROVED

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

ROAD CLOSED

TO

THRU TRAFFIC

min.

4' (1.2 m)min.

5' (1.5 m)

min.

(600)

24

min.

6' (1.8

m)

min.

7' (2.1

m)

min.

30 (7

50)

min.

4' (1.2

m)

min.

7' (2.1

m)

min.

8' (2.4 m)

(8 m)

25'

100' (3

0

m)

max.

30' (9.1

m)

min.

(Sheet 3 of 3)

A

A

STANDARD 701901-08

ARROW BOARDS

SECTION A-A

TEMPORARY RUMBLE STRIPS

PLAN

TYPICAL INSTALLATION

TYPE III BARRICADES CLOSING A ROAD

TYPICAL APPLICATIONS OF

24 (600) ±

MOUNTED

TRAILER

TYPE C

MOUNTED

ROOF OR TRAILER

TYPE B

MOUNTED

ROOF

TYPE A

DEVICES

TRAFFIC CONTROL

21

3 (9

0)

±

Weep holes

Traffic

1 (45) ±43

Epoxy channels

stepped or smooth

Face may be

(13)

±

21

21

3 (90) ±

Traffic

(8 m)

25'

(60 m) ±

200

(60 m) ±

200

(8 m)

25'

(8 m)

25'

(60 m) ±

200 warning signs

advance

Construction

(1.5 m)

5'

min.

12 (300)

min.

12 (300)

R11-4

Pavement

flasher

Type A

ROAD CLOSED TO THRU TRAFFIC

directly in front of the barricade.

on NCHRP 350 temporary sign supports

not available, the signs may be mounted

sign panel which meets NCHRP 350 is

Type III barricade with an attached

both sides of the barricades. If a

Reflectorized striping shall appear on

ROAD CLOSED TO ALL TRAFFIC

in front of the barricade.

NCHRP 350 temporary sign support directly

available, the sign may be mounted on an

sign panel which meets NCHRP 350 is not

If a Type III barricade with an attached

on the back side of the barricades.

Reflectorized striping may be omitted

Pavement

shoulder

Edge of

R11-2flasher

Type Amax.

6 (150)max.

6 (150)

max.

6 (150)


January 1, 2019



ISS

UE

D1-1-1

3


APPROVED

2020 HURST-ROSCHE, INC.

MA

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EN

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P

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5T

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O 7T

H S

TR

EE

T

CHECK:DRAWN:DESIGN:

PROJECT NO:

DATEMARK DESCRIPTION

211-0910

5 Bank Square

E. St. Louis, IL

MARION, IL

618.398.0890 t

HILLSBORO, IL

ARNOLD, MO

NEOSHO, MO

www.hurst-rosche.com

PROFESSIONAL DESIGN NUMBER: 184-000298

Hurst-Rosche, Inc.

NASHVILLE, TN

ST

. C

LA

IR

C

OU

NT

Y, ILLIN

OIS

ST

IT

ES

T

OW

NS

HIP

PROPOSED TYPICAL ROADWAY SECTION

MADISON STREET

BUTT JOINT DETAIL AT SIDE

STREET & CONSTRUCTION TIE-INS

EXISTING TYPICAL ROADWAY SECTION

LEGEND

MADISON STREET

MIXTURE TABLE

TYPICAL SECTIONS &

SUMMARY OF

QUANTITIES

TAS SDD SMS

2

SHEET 2 OF 3

06/2020

BUTT JOINT DETAIL AT ASPHALT ENTRANCES

SUMMARY OF QUANTITIES

DETAIL CROSS-WALK

X:\P

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5 AM

, DW

G T

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F.pc

3

AutoCAD SHX TextPREPARED FOR:

AutoCAD SHX Text10'

AutoCAD SHX Text COURSE

AutoCAD SHX TextPULVERIZED BASE COURSE

AutoCAD SHX Text(NOT TO SCALE)

AutoCAD SHX TextL

AutoCAD SHX TextSLOPE (VARIES 1.5% TO 2.0%)


AutoCAD SHX Text2" HMA SURFACE

AutoCAD SHX TextCOURSE, MIX "C", N70

AutoCAD SHX TextSLOPE (VARIES 1.5% TO 2.0%)

AutoCAD SHX TextEXISTING RIGHT OF WAY - 50'

AutoCAD SHX Text2" HMA SURFACE REMOVAL, BUTT JOINT 2" INCIDENTAL HMA SURFACING

AutoCAD SHX Text2"



AutoCAD SHX TextC

AutoCAD SHX TextPULVERIZE (RESHAPE & COMPACT EXISTING PAVEMENT, 4" REMOVE EXCESS MATERIAL FROM SITE)

AutoCAD SHX TextPROPOSED PAVEMENT WIDTH=25.9' TO 30.2'

AutoCAD SHX TextEXISTING FENCE

AutoCAD SHX TextEXISTING FIBER OPTICS LINE

AutoCAD SHX TextWATER LINE

AutoCAD SHX TextUNDERGROUND TELEPHONE LINE

AutoCAD SHX TextGV

AutoCAD SHX TextGUY POLE

AutoCAD SHX TextEXISTING MANHOLE

AutoCAD SHX TextEXISTING INLET

AutoCAD SHX TextEXISTING WATER METER

AutoCAD SHX TextEXISTING WATER VALVE BOX

AutoCAD SHX TextEXISTING GAS VALVE BOX

AutoCAD SHX TextEXISTING LIGHT POLE

AutoCAD SHX TextEXISTING UTILITY POLE

AutoCAD SHX TextEXISTING SIGN

AutoCAD SHX TextGUY WIRE

AutoCAD SHX TextWV

AutoCAD SHX TextWM

AutoCAD SHX TextEXISTING UNDERGROUND ELECTRIC LINE

AutoCAD SHX TextTRAFFIC CONTROLLER

AutoCAD SHX TextEXISTING BUILDING

AutoCAD SHX TextUNDERGROUND GAS LINE

AutoCAD SHX Text60 SPK

AutoCAD SHX TextCP-501

AutoCAD SHX TextSURVEY CONTROL POINT

AutoCAD SHX TextDOWNSPOUT

AutoCAD SHX TextFIRE HYDRANT

AutoCAD SHX TextDS

AutoCAD SHX TextHYD.

AutoCAD SHX TextFIRE

AutoCAD SHX TextL

AutoCAD SHX TextSLOPE VARIES

AutoCAD SHX TextSLOPE VARIES

AutoCAD SHX TextEXISTING RIGHT OF WAY - 50'

AutoCAD SHX TextC

AutoCAD SHX TextEXISTING PAVEMENT

AutoCAD SHX TextSAWCUT

AutoCAD SHX TextFRICTION AGGREGATE

AutoCAD SHX Text(GRADATION MIXTURE)

AutoCAD SHX TextMIXTURE "C"

AutoCAD SHX TextPG 64-22

AutoCAD SHX Text4.0%%% @ Ndes=70

AutoCAD SHX Text10%%%

AutoCAD SHX TextMIX COMPOSITION

AutoCAD SHX TextDESIGN AIR VOIDS

AutoCAD SHX TextRAP % (MAX)

AutoCAD SHX TextPG

AutoCAD SHX TextMIXTURE USE

AutoCAD SHX TextLOCATION

AutoCAD SHX TextSURFACE COURSE

AutoCAD SHX TextVARIES

AutoCAD SHX TextIL-9.5

AutoCAD SHX TextMIXTURE WEIGHT

AutoCAD SHX Text112 LBS/SQ. YD./IN.

AutoCAD SHX TextEXISTING PAVEMENT WIDTH VARIES - 25.9'-30.2'

AutoCAD SHX TextEXISTING CURB & GUTTER (TYP.)

AutoCAD SHX TextFLOW LINE DITCH


AutoCAD SHX TextEDGE OF PAVEMENT

AutoCAD SHX TextEXISTING PAVEMENT

AutoCAD SHX TextDRIVEWAY ENTRANCE

AutoCAD SHX TextPULVERIZE, RESHAPE AND

AutoCAD SHX TextCOMPACT 4" EXISTING PAVEMENT


AutoCAD SHX TextCOURSE, MIX "C", N70

AutoCAD SHX TextSAWCUT AT BITUMINOUS ENTRANCES

AutoCAD SHX TextEXISTING SIDEWALK (TYP.)

AutoCAD SHX TextEXISTING CURB & GUTTER TO REMAIN(TYP.)

AutoCAD SHX TextEXISTING SIDEWALK (TYP.)

AutoCAD SHX Text6" WHITE LINE

AutoCAD SHX TextN.T.S.

AutoCAD SHX Text4' (MIN.)

AutoCAD SHX TextSTOP BAR 12" WHITE LINE

AutoCAD SHX Text6' (MIN.)

MADISON (50' W.) STREET

N. 5

TH

(5

0' W

.) S

TR

EE

T

N. 6

TH

(5

0' W

.) S

TR

EE

T

BEGIN CONSTRUCTION

STA. 0+19.79

N 725228.61

E 2296405.36

N. 7T

H (50' W

.) S

TR

EE

T

7

T

H

(

5

0

'

W

.

)

S

T

R

E

E

T

(

J

O

E

P

R

I

N

C

E

H

E

N

R

Y

B

L

V

D

.

)

END CONSTRUCTION

MADISON (50' W.) STREET

STA. 8+20.47

N 725546.80

E 2297140.10

2020 HURST-ROSCHE, INC.

MA

DIS

ON

S

TR

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PR

OV

EM

EN

TS

P

Y1

9

5T

H S

TR

EE

T T

O 7

TH

S

TR

EE

T

CHECK:DRAWN:DESIGN:

PROJECT NO:

DATEMARK DESCRIPTION

211-0910

5 Bank Square

E. St. Louis, IL

MARION, IL

618.398.0890 t

HILLSBORO, IL

ARNOLD, MO

NEOSHO, MO

www.hurst-rosche.com

PROFESSIONAL DESIGN NUMBER: 184-000298

Hurst-Rosche, Inc.

NASHVILLE, TN

ST

. C

LA

IR

C

OU

NT

Y, IL

LIN

OIS

ST

IT

ES

T

OW

NS

HIP

MA

TC

H L

IN

E S

TA

. 5

+0

0

MA

TC

H L

IN

E S

TA

. 5

+0

0

LEGEND

CONTROL POINTS

PLAN

SHEET

TAS SDD SMS

3

SHEET 3 OF 3

06/2020

X:\P

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Curr

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211-

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