PROJECT MANUAL #1 - Ogdensburg org

PROJECT MANUAL BID REQUIREMENTS, GENERAL CONDITIONS, TECHNICAL SPECIFICATIONS PROJECT TITLE: CITY OF OGDENSBURG 2017 Flooding Repairs – Caroline St. Traffic Circle Ogdensburg, NY 13669 OWNER: City of Ogdensburg Department of Engineering 330 Ford Street Ogdensburg, NY 13669 (315) 393-7900 CONSULTING ENGINEER: Tisdel Associates 113 Main Street Canton, NY 13617 (315) 386-8542 PROJECT NUMBER: TA File No. 17-57 DATE: January 7, 2019

TABLE OF CONTENTS Section Title BIDDING AND CONTRACT REQUIREMENTS 00010 Table of Contents 00030 Advertisement for Bids 00110 Instruction to Bidders 00320 Bid Form 00520 Agreement Appendix A Standard Clauses for New York State Contracts Appendix B Section 3 Clause Appendix 3 Title VI Policy 00610 Performance Bond 00615 Labor and Material Bond 00620 Insurance Certificates 00700 General Conditions 00800 Supplementary Conditions 00900 NYS Prevailing Wage Rates TECHNICAL SPECIFICATIONS 1010 Description and Delineation of Work 1200 Project Meetings 1300 Submittals and Substitutions 1310 Construction Schedule 2220 Excavating, Backfilling and Embankment 2270 Geotextile 2400 Below Grade Sewers 2516 Catch Basins and Drop Intlets 2540 Erosion Control 2612 Asphalt Concrete Paving 2621 Granite Curbing 2705 Concrete Walks 2800 Site Restoration CITY OF OGDENSBURG SECTION 00010 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE TABLE OF CONTENTS

ADVERTISEMENT FOR BIDS OWNER: The City of Ogdensburg hereby gives notice that sealed bids will be received at 330 Ford Street, Ogdensburg, NY 13669 for the following project: PROJECT: City of Ogdensburg Department of Engineering 2017 Flooding Repairs – Caroline St. Traffic Circle

The work included under this project consists of the removal and reconstruction of an existing parking area complete with curbing, concrete sidewalks, asphalt parking, storm drainage improvement, striping, etc. The project is located at the north end of Caroline Street in the City of Ogdensburg, New York.

TIME: Sealed bids will be received at the Office of the City Comptroller until 2:00 P.M. on Thursday, February 7, 2019. They shall be publicly opened and read aloud in the City Council Chambers at that time. Proposals received after that time will not be accepted. PROCUREMENT OF CONTRACT DOCUMENTS: Copies of the contract documents may be obtained from the City’s website: http://www.ogdensburg.org/bids.aspx (call 315-393-7900 to register). PRE-BID CONFERENCE: There will be an optional pre-bid walkthrough at 10AM on Thursday, January 24th, 2019 gathering at the Dobisky Center, 100 Riverside Ave., Ogdensburg, NY, then moving to the project site, north end of Caroline Street, Ogdensburg, NY. BID SECURITY: Bidders will be required to provide Bid Security in the amount of not less than 5% of the total bid price in the form described in the "INSTRUCTIONS TO BIDDERS". No Bidder may withdraw his bid within sixty (60) days after the actual date of opening thereof. WMBE/EEO: The City of Ogdensburg encourages Minority- and Women-Owned Businesses to bid and/or subcontract in this project. The City of Ogdensburg has been and will continue to be an equal opportunity organization. The City reserves the right to reject or accept any or all bids if, in its opinion, the best interest of the City will thereby be promoted and to waive any informalities or defects in such bids before or after opening. No bidder may withdraw his bid within 60 days after the date of the opening of bids.

END OF SECTION CITY OF OGDENSBURG SECTION 00030 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE ADVERTISEMENT FOR BIDS PAGE 1

http://www.ogdensburg.org/bids.aspx

EJCDC C-200 Suggested Instructions to Bidders Section 00110 Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Instructions to Bidders 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE Page 1 of 10

INSTRUCTIONS TO BIDDERS

TABLE OF ARTICLES Page Article 1 - Defined Terms 1 Article 2 - Copies of Bidding Documents 1 Article 3 - Qualifications of Bidders 2 Article 4 - Examination of Bidding Documents, Other Related Data, and Site 2 Article 5 - Pre-Bid Conference 5 Article 6 - Site and Other Areas 5 Article 7 - Interpretations and Addenda 5 Article 8 - Bid Security 5 Article 9 - Contract Times 6 Article 10 - Liquidated Damages 6 Article 11 - Substitute and “Or-Equal” Items 6 Article 12 - Subcontractors, Suppliers, and Others 6 Article 13 - Preparation of Bid 7 Article 14 - Basis of Bid; Evaluation of Bid 7 Article 15 - Submittal of Bid 8 Article 16 - Modification and Withdrawal of Bid 8 Article 17 - Opening of Bids 8 Article 18 - Bids to Remain Subject to Acceptance 8 Article 19 - Evaluation of Bids and Award of Contract 8 Article 20 - Contract Security and Insurance 9 Article 21 - Signing of Agreement 9 Article 22 - Sales and Use Tax 9 Article 23 – Minority Business Clause; Affirmative Action 10 Article 24 - Minimum Wage Rates 10 ARTICLE 1 – DEFINED TERMS 1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General

Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below:

A. Issuing Office – The office from which the Bidding Documents are to be issued and where

the bidding procedures are to be administered. ARTICLE 2 – COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the sum stated in the

advertisement or invitation to bid may be obtained from the Issuing Office.


2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.

2.03 Owner and Engineer in making copies of Bidding Documents available on the above terms do so

only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use.

ARTICLE 3. QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder’s qualifications to perform the Work, within 2 days of Owner's or

Engineer's request, Bidder shall submit written evidence as requested. Requested evidence may include, but shall not be limited to:

A. Evidence of Bidder’s authority to do business in the State of New York. B. The Bidder’s performance records for all work awarded to, or started by him, within the

past three years.

ARTICLE 4. EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE 4.01 Subsurface and Physical Conditions

A. The Supplementary Conditions identify:

1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Bidding Documents.

2. Those drawings of physical conditions in or relating to existing surface and

subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Bidding Documents.

B. Copies of reports and drawings referenced in paragraph 4.01.A will be made available by

Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has been identified and established in paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings.

4.02 Underground Facilities

A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner, or others.


4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous

Environmental Condition identified at the Site, if any, that Engineer has used in preparing the Bidding Documents.

B. Copies of reports and drawings referenced in paragraph 4.03.A will be made available by

Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in paragraph 4.06 of the General Conditions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings.

4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders

with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in Paragraphs 4.02, 4.03 and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4.06 of the General Conditions.

4.05 On request Owner will provide Bidder access to the Site to conduct such examinations,

investigations, explorations, tests and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests and studies. Bidder shall comply with all applicable laws and regulations relative to excavation and utilities locates.

4.06 A. Reference is made to Article 7 of the Supplementary Conditions for the identification of

the general nature of other work that is to be performed at the Site by Owner or others (such as utilities and other prime contractors) that relates to the Work contemplated by these Bidding Documents. On request, Owner will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such other work.

B. Paragraph 6.13.C. of the General Conditions indicates that if an Owner safety program

exists, it will be noted in the Supplementary Conditions. 4.07 It is the responsibility of each Bidder before submitting a Bid to:

A. examine and carefully study the Bidding Documents, including any Addenda, and the other related data identified in the Bidding Documents;

B. visit the Site and become familiar with and satisfy Bidder as to the general, local and Site

conditions that may affect cost, progress, and performance of the Work;


C. become familiar with and satisfy Bidder as to all Federal, State and local laws, ordinances and regulations that may affect cost, progress, or performance of the Work;

D. carefully study all: (1) reports of explorations and tests of subsurface conditions at or

contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.02 of the General Conditions, and (2) reports and drawings of Hazardous Environmental Conditions at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions;

E. obtain and carefully study (or accept consequences for not doing so) all additional or

supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto;

F. agree at the time of submitting its Bid that no further examinations, investigations,

explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents;

G. become aware of the general nature of the work to be performed by Owner and others at the

Site that relates to the Work as indicated in the Bidding Documents;

H. correlate the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies and data with the Bidding Documents.

I. promptly give Engineer written notice of all conflicts, errors, ambiguities or discrepancies

that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by Engineer is acceptable to Bidder; and

J. determine that the Bidding Documents are generally sufficient to indicate and convey

understanding of all terms and conditions for the performance of the Work. 4.08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder

has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying the specific means, methods, techniques, sequences and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given Engineer written notice of all conflicts, errors, ambiguities and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by Engineer are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work.


ARTICLE 5 PRE-BID CONFERENCE 5.01 A pre-Bid conference will be held at the time and place stated in the Advertisement for Bids.

Representatives of Owner and Engineer will be present to discuss the project. Bidders are encouraged to attend and participate in the conference. Engineer will transmit to all prospective Bidders of record such Addenda as Engineer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective.

ARTICLE 6. SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or

permanent changes in existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor.

ARTICLE 7. INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to

Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda sent electronically to all registered holders of Contract Documents at least five (5) days prior to the date of the opening of Bids. Questions received less than ten (10) days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Failure of any Bidder to receive any such addendum or interpretation shall not relieve such Bidder from any obligation under this Bid as submitted. All addenda so issued shall become a part of the Contract Documents.

7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed

advisable by Owner or Engineer. ARTICLE 8. BID SECURITY 8.01 A Bid must be accompanied by Bid Security, made payable to Owner, in an amount of 5 percent

of Bidder's maximum Bid Price, in the form of a certified check on, or a treasurer's or cashier's check issued by, a responsible bank or trust company, or a Bid Bond (on form attached, if a form is prescribed) issued by a surety meeting the requirements of paragraph 5.01 and 5.02 of the General Conditions.

8.02 The Bid security of the Successful Bidder will be retained until such Bidder has executed the

Contract Documents, furnished the required Contract Security, and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the successful Bidder fails to execute and deliver the Contract Documents and furnish the required Contract Security within 15 days of the Notice of Award, Owner may consider Bidder to be in default, annul the Notice of Award, and the Bid Security of that Bidder will be forfeited. Such forfeiture shall be Owner’s exclusive remedy if Bidder defaults. The Bid security of other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of seven days after the Effective Date of the Agreement or 61 days after the Bid opening, whereupon Bid security furnished by such Bidders will be returned.


8.03 Bid security of other Bidders whom Owner believes do not have a reasonable chance of receiving

the award will be returned within seven days after the Bid opening. ARTICLE 9. CONTRACT TIMES 9.01 The number of days within which, or the date by which, the Work is to be substantially

completed and also completed and ready for final payment are set forth in the Agreement. ARTICLE 10. LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in the Agreement. ARTICLE 11. SUBSTITUTE AND "OR-EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described

in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is specified or described in the Bidding Documents that a substitute or "or-equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement.

ARTICLE 12. SUBCONTRACTORS, SUPPLIERS AND OTHERS 12.01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers,

individuals, or entities to be submitted to Owner in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within two days after Bid opening, submit to Owner a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by Owner. If Owner or Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual or entity, Owner may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, in which case apparent Successful Bidder shall submit an acceptable substitute. Bidder’s Bid price will be increased or decreased by the difference in cost occasioned by such substitution and Owner may consider such price adjustment in evaluating Bids and making the Contract award.

12.02 If apparent Successful Bidder declines to make any such substitution, Owner may award the

Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 of the General Conditions.

12.03 Contractor shall not be required to employ any Subcontractor, Supplier, individual, or entity

against whom Contractor has reasonable objection.


ARTICLE 13. PREPARATION OF BID 13.01 The Bid Form is included with the Bidding Documents. Additional copies may be obtained from

the Issuing Office. 13.02 All blanks on the Bid Form shall be completed in ink or by typewriter and the Bid Form signed in

ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each unit price item listed therein. In the case of optional alternatives, the words "No Bid", "No Change", or "Not Applicable" may be entered.

13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice-

president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown.

13.04 A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose

title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown.

13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown.

13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the

Bid form. The official address of the joint venture shall be shown. 13.08 All names shall be typed or printed in ink below the signatures. 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall

be filled in on the Bid Form. 13.10 Postal and e-mail addresses and telephone number for communications regarding the Bid shall be

shown. 13.11 The Bid shall contain evidence of Bidder's authority or qualification to do business in the state

where the Project is located, or Bidder shall covenant in writing to obtain such authority and qualification priori to award of the Contract and attach such covenant to the Bid. Bidder's state contractor license number, if any, shall also be shown on the Bid form.

ARTICLE 14. BASIS OF BID; EVALUATION OF BIDS

14.01 Lump Sum

A. Bidders shall submit a Bid on a lump sum basis as set forth in the Bid form.

14.02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in paragraph 11.02 of the General Conditions.


ARTICLE 15. SUBMITTAL OF BID 15.01 With each copy of the Bidding Documents, a Bidder is furnished one separate unbound copy of

the Bid Form. The unbound copy of the Bid Form is to be completed and submitted with the Bid Security.

15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in

the Advertisement for Bids and shall be enclosed in a plainly marked sealed package with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate package plainly marked on the outside with the notation "BID ENCLOSED". A mailed Bid shall be addressed to: City Comptroller's Office, 330 Ford Street, Ogdensburg, NY 13669.

ARTICLE 16. MODIFICATION AND WITHDRAWAL OF BID 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner

that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids.

16.02 If within 24 hours after Bids are opened any Bidder files a duly signed, written notice with Owner

and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid Security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work.

ARTICLE 17. OPENING OF BIDS 17.01 Bids will be opened at the time and place indicated in the Advertisement for Bids and, unless

obviously non-responsive, read aloud publicly. A tabulation of all bids showing each of the base Bids and major alternates, if any, will be made available to Bidders within 7 days after the opening of Bids.

ARTICLE 18. BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form, but

Owner may, in its sole discretion, release any Bid and return the Bid Security prior to the end of this period.

ARTICLE 19. EVALUATION OF BIDS AND AWARD OF CONTRACT 19.01 Owner reserves the right to reject or accept any or all Bids, including without limitation, non-

conforming, non-responsive, unbalanced or conditional Bids. Owner further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to not be responsible. Owner may also reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder.


19.02 More than one Bid for the same Work from an individual or entity under the same or different

names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause of disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest.

19.03 In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed

requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award.

19.04 In evaluating Bids, Owner will consider the qualifications of Bidders and may consider the

qualifications and experience of Subcontractors, Suppliers, and other individual or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions.

19.05 Owner may conduct such investigations as Owner deems necessary to establish the responsibility,

qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents.

19.06 If the Contract is to be awarded, Owner will award The Contract to the Bidder whose Bid is in the

best interests of the Project. ARTICLE 20. CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets

forth Owner's requirements as to performance and payment Bonds and insurance. When the Successful Bidder delivers the executed Agreement to Owner, it must be accompanied by the required performance and payment Bonds and insurance certificates.

ARTICLE 21. SIGNING OF AGREEMENT 21.01 When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the

required number of unsigned counterparts of the Agreement along with the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter Successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner with the required Bonds and insurance. Within 10 days thereafter, Owner shall deliver one fully signed counterpart to Successful Bidder with a complete set of the Drawings with appropriate identification.

ARTICLE 22. SALES AND USE TAXES 22.01 The City of Ogdensburg, New York, is exempt from payment of certain sales, use and Federal

excise taxes. Bidders should inform themselves and all prospective subcontractors and suppliers, from whom they expect to obtain proposals or quotations, of the tax status of the City of Ogdensburg.


ARTICLE 23. MINORITY BUSINESS CLAUSE; AFFIRMATIVE ACTION 23.01 Minority Business Clause

A. Contractor agrees to afford Minority- and Women-Owned Businesses every opportunity to compete for subcontracts. These efforts will include: a) Outreach to Minority Business Assistance Centers and Associations, and b) Direct solicitation from Minority Business lists such as those assembled by the U.S. Dept. of Housing and Urban Development, the NYS Dept. of Commerce, the St. Lawrence County Affirmative Action Office, etc. Contractor further agrees, if requested, to report the names of all minority-owned subcontractors and the dollar amounts of all subcontracts with minority businesses.

23.02 Affirmative Action

A. No Contractor, Subcontractor, Supplier, or person acting on their behalf shall, by race, creed, color, national origin, sex, age, disability, or political affiliation, discriminate against any person who is qualified and able to perform the work to which the employment relates; nor shall any contractor, or any person acting on his behalf, discriminate against any employee hired for performance of work under the contract on account of race, creed, color, sex, national origin, age, disability, or political affiliation.

B. Each bid must be accompanied by an executed Equal Employment Opportunity Policy

Statement. ARTICLE 24. PREVAILING WAGE RATES 24.01 NYS Prevailing Wage Rates

A. The minimum wage rates, as designated by the Industrial Commissioner of the State of New York, shall be paid by the Contractor and respective Subcontractors under this Contract. See Section 00900 for respective trades and wage schedule is attached hereto as Exhibit A.

END OF SECTION

ADDENDUM NO. 1 PROJECT: OGDENSBURG FEMA FLOOD REPAIRS OWNER: CITY OF OGDENSBURG Date: January 28, 2019 This Addendum, consisting of eleven (11) pages shall be incorporated into the Contract Documents for this project, and its receipt shall be acknowledged by the Bidder in his Bid Form. The Bidder shall sign this Agreement and will return it with his Bid. PLAN SHEET C100 1. REF: CONTRACT DRAWINGS EXISTING/DEMOLITION PLAN a. Add the following to the General Notes: “15. The Contractor shall provide construction fencing (snow fencing) and barricades as necessary to warn/deter the general public from entering the project site.” b. Under Alternate No. 3, only one of the boat cleats and anchors will be removed. PLAN SHEET C101 2. REF: CONTRACT DRAWINGS PROPOSED PLAN a. Replace “Profile CD-2 to Daylight” with the Attached. b. The access gates and posts shown are included in Alternate No. 2. c. The boat cleats and concrete anchors are included in Alternate No. 3. PLAN SHEET C102 3. REF: CONTRACT DRAWINGS DETAILS a. Clarification on Cleat Foundation Detail The stirrups up to the cleats shall be sized based on the holes in the cleats. The City will provide a template for the hole locations. Contractor shall verify hole size and spacing prior to installation. b. Add the following to the Access Gate Detail Notes: “6. The access gate detail may be deleted under Alternate No. 2.” c. The typical cleat foundation detail shown is included in Alternate No. 3. 4. REF: CONTRACT DOCUMENTS BID FORM a. Replace Bid Form with the attached. TISDEL ASSOCIATES _________________________ Aaron B. Jarvis, P.E. Principal Engineer __________________________________________ Signature of Bidder

EJCDC C-410 Suggested Bid Form for Construction Contracts Section 00320 Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Bid Form 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE Page 1 of 9

BID FORM

2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE

OGDENSBURG, NEW YORK

TABLE OF ARTICLES Page Article 1 - Bid Recipient 1 Article 2 - Bidder’s Acknowledgements 1 Article 3 - Bidder’s Representations 1 Article 4 - Bidder’s Certification 2 Article 5 - Basis of Bid 3 Article 6 - Time of Completion 3 Article 7 - Attachments to this Bid 3 Article 8 - Defined Terms Article 9 - Bid Submittal 4 ARTICLE 1 – BID RECIPIENT 1.01 This Bid is submitted to:

City of Ogdensburg, 330 Ford Street, Ogdensburg, NY 13669 1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement

with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS 2.01 Bidder accepts all of the terms and conditions of the Advertisement for Bids and Instructions to

Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS 3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged:

Addendum No. Addendum Date


B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the work.

C. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost,

progress, performance and furnishing of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface

conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable “technical data”, and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC 4.06 as containing reliable “technical data).

E. Bidder has considered the information know to Bidder; information commonly known to

contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations and documents on (1) the cost, progress, and performance of the work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in paragraph 3.01.E. above, Bidder

does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of the work to be performed by Owner and others at

the Site that relates to the Work as indicated in the Bidding Documents. H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or

discrepancies the Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of

all terms and conditions for the performance of the Work for which this Bid is submitted. ARTICLE 4 – BIDDER’S CERTIFICATION 4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false

or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and


D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D: 1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of

value likely to influence the action of a public official in the bidding process; 2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to

influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming of threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

ARTICLE 5 – BASIS OF BID 5.01 Bidder will complete the Work in accordance with the Contract Documents, for the following Bid

Price(s): Dollars ($_____________), herein

referred to as the Base Bid.

ATLERNATE #1: Concrete curbing in lieu of granite curbing as per detail noted on the plan for an increase/decrease to the base bid

Indicate “+” or “ – “ _______________________________________Dollars ($_________).

ATLERNATE #2: Under this alternate the contractor shall delete the access gate shown on plan sheet C101 and detailed on Plan sheet C102 for an increase/decrease to the base bid.

Indicate “+” or “ – “ _______________________________________Dollars ($_________).

ATLERNATE #3: Under this alternate the contractor shall delete removal and replacement of four (4) of the five (5) Existing Boat cleats and concrete anchors. Under this alternate only one of the anchors will be removed and replaced for an increase/decrease to the base bid

Indicate “+” or “ – “ _______________________________________Dollars ($_________). ARTICLE 6 – TIME OF COMPLETION 6.01 Bidder agrees that the Work will be substantially completed and will be ready for final payment

in accordance with Paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages. ARTICLE 7 – ATTACHMENTS TO THIS BID 7.01 The following documents are submitted with and made a condition of this Bid:

A. Required Bid Security in the form of ___________________________. B. Equal Employment Policy Statement


ARTICLE 8 – DEFINED TERMS 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions

to Bidders, the General Conditions, and the Supplementary Conditions. ARTICLE 9 – BID SUBMITTAL 9.01 This Bid is submitted by: If Bidder is: An Individual

Name (typed or printed): BY : (Individual's Signature)

Doing business as: A Partnership

Partnership Name: BY:

(Signature of general partner – attach evidence of authority to sign)

Name (typed or printed): A Corporation

Corporation Name: (SEAL) State of Incorporation: Type (General Business, Professional, Service, Limited Liability): BY:

(Signature – attach evidence of authority to sign) Name (typed or printed): Title: (CORPORATE SEAL) Attest Date of Qualification to do business in State of New York is _____/_____/_____.


A Joint Venture Name of Joint Venturer: First Joint Venturer Name: (SEAL) BY: (Signature of first joint venture partner – attach evidence of authority to sign) Name (typed or printed): Title: Second Joint Venturer Name: (SEAL) BY: (Signature of second joint venture partner – attach evidence of authority to sign) Name (typed or printed): Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder’s Business Address Phone No. Fax No. E-Mail FEIN SUBMITTED on , 20 . State Contractor License No. . [If applicable]


BIDDER’S QUALIFICATIONS

The undersigned Bidder acknowledges the following three (3) similar type projects he has successfully completed:

PROJECT NO. 1

Project Contract Amount:

Owner

Contact Person

Owner's Telephone Number

Project Started: Completed:

PROJECT NO. 2


Owner

Contact Person



PROJECT NO. 3


Owner

Contact Person



PROJECT COMPLETION

If the Bidder does not feel that the project can be completed within the allotted time frame, please make commentary below with reason:


NON-COLLUSIVE BIDDING CERTIFICATION

In accordance with Section 139-d of the State Finance Law, Section 103-d of the General Municipal Law, or Section 02604 of the Public Authorities Law, by submission of this Bid, each Bidder and each person signing on behalf of any Bidder certifies, and in the case of a joint bid, each party thereto certifies as to its own organization, under penalty of perjury, that to the best of knowledge and belief:

(1) The prices in this Bid have been arrived at independently without collusion,

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;

(2) Unless otherwise required by law, the prices which have been quoted in this Bid have

not been knowingly disclosed by the Bidder and will not knowingly be disclosed by the Bidder prior to opening, directly or indirectly, to any other Bidder or to any competitor; and

(3) No attempt has been made or will be made by the Bidder to induce any other person,

partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition.

ADDENDA ACKNOWLEDGMENT

The Bidder acknowledges receipt of the following addenda:

NO. DATE SIGNATURE

Sign and return addendum with Bid.

2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE Section 00320 Bid Form Page 8 of 9

BIDDER'S CERTIFICATION

The signer of this Proposal, as Bidder, declares that the only person, persons, company or parties interested in the Proposal are named in this Proposal; that the bid is made without any connection with any person making another Bid for the same Contract; that the bid is in all respects fair and without collusion or fraud; that no officer, agent or employee of the Owner is directly or indirectly interested in the Bid; and that he has carefully examined the annexed form of Agreement and Contract Documents.

If written notice of the acceptance of this Bid is mailed, telegraphed or delivered to

the undersigned within forty-five (45) days after the date of opening of bids, or any time thereafter before his Bid is withdrawn, the undersigned will, within ten (10) days after the date of such mailing, telegraphing, or delivering of such notice, execute and deliver a contract in the form of the Agreement included in the Contract Documents.

Accompanying this proposal is a certified check*, or a bid bond* in the amount

of Dollars ($ ), which shall become the property of the Owner, if, in case this proposal shall be accepted by the Owner, the undersigned shall fail to execute contract with the Owner within ten (10) days after the date of a written notice by the Owner to the undersigned to do so.

Dated: ,2019

(**Name of Bidder) at

(Address of Bidder)

Telephone:

SEAL (if Bid is by a Corporation)

(Signature of Bidder)

BY: (Print)

TITLE:

(Print)

FEDERAL IDENTIFICATION NUMBER: * Cross out designation not applicable.

** Insert Bidder's name: if a corporation, give the state of incorporation using the phrase "a corporation organized under the laws of the State of"; if a partnership, give the name of the partners, using also the phrase "co-partners trading and doing business under the firm name and style of"; if an individual using a trade name, give individual name, using also the phrase "an individual doing business under the firm name and style of".

2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE Section 00320 Bid Form Page 9 of 9

EQUAL EMPLOYMENT OPPORTUNITY POLICY STATEMENT

It is the policy of the ___________________________________________________ to provide (name of contractor) equal employment opportunity to all people without regard to race, color, sex, religion, age, national origin, disability, sexual preference, or Vietnam Era Veteran status. As head of ______________________________________, I am personally committed to assuring that the (name of contractor) __________________________________________ will act affirmatively to develop avenues of (name of contractor) entry and mobility for minorities, women, individuals with disabilities, and Vietnam Era Veterans through the following activities:

* Development of programmatic approaches to the elimination of all unjust exclusionary employment practices, policies and consequences;

* Development of educational and training programs for all employees, with emphasis on our goals

for upgrading minorities, women, individuals with disabilities and Vietnam Era Veterans; * Development of personnel practices, policies and career ladders to assist and encourage upward

mobility of employees restricted to lower levels; * Development of mechanisms for swift and judicious resolution of complaints of discrimination

consistent with our policy, and other applicable statutes; and * Provision of reasonable accommodations to enable qualified individuals with disabilities to enjoy

equal employment opportunities and equal terms, conditions and privileges of employment. To effectuate this policy, we have designed a plan which conforms with all relevant Federal and State non-discrimination laws and regulations including, but not limited to: The Civil Rights Act of 1964, as amended, the Rehabilitation Act of 1973, as amended, the Americans with Disabilities Act, the Vietnam Era Veteran's Readjustment Act of 1974, and the New York State Human Rights Law. The plan applies to all job classifications and titles in the ____________________________________________________ (name of contractor) jurisdiction. It governs all ___________________________________________________ employment (name of contractor) policies, practices and actions including, but not limited to: recruitment, hiring, discipline, rate of pay or other compensation, advancement, reclassification, reallocation, promotion, demotion, discharge and employee benefits. I will see that the Affirmative Action Office is provided with all available resources necessary for the execution of its program responsibilities. Moreover, all managers, supervisors, and employees must make consistently diligent efforts to implement this policy in day-to-day program and employment decisions. Affirmative Action considerations will be an integral part of all organizational activities performed in the furtherance of our mission and in meeting our responsibilities to the State's citizens. ______________________________ ______________________________________ (Date) (Signature)

EJCDC C-520 Suggested Form of Agreement Between Owner and Contractor for Construction Contract (Stipulated Price) Section 00520 Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Agreement Form 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE Page 1 of 6

AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT

THIS AGREEMENT is by and between the City of Ogdensburg, 330 Ford Street, Ogdensburg, NY 13669 (“Owner”) and , (“Contractor”). Owner and Contractor hereby agree as follows: ARTICLE 1 – WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The

Work is generally described as follows:

2017 FLOODING REPAIRS – CAROLINE STREET TRAFFIC CIRCLE ARTICLE 2 – ENGINEER 2.01 The Project has been designed by Aaron B. Jarvis, P.E., Tisdel Associates of Canton, NY

(Engineer), which is to act as Owner’s representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents.

ARTICLE 3 – CONTRACT TIMES 3.01 Time of the Essence

A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.

3.02 Dates for Substantial Completion and Final Payment

A. The Work will be substantially completed on or before July 31, 2019, and completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before August 14, 2019.

3.03 Liquidated Damages

A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring


any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner $100 for each day that expires after the time specified in Paragraph 4.02 above for Substantial Completion until the Work is substantially complete. After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by Owner, Contractor shall pay Owner $100 for each day that expires after the time specified in Paragraph 4.02 above for completion and readiness for final payment until the Work is completed and ready for final payment.

ARTICLE 4 - CONTRACT PRICE 4.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract

Documents an amount in current funds equal to the following Bid Price(s): AND /100 Dollars ($ , .00 ). ARTICLE 5 - PAYMENT PROCEDURES 5.01 Submittal and Processing of Payments

A. Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.

5.02 Progress Payments; Retainage

A. Owner shall make progress payments on account of the Contract Price on the basis of

Contractor’s Applications for Payment on or about the 1st day of each month, in accordance with Article 14 of the General Conditions, during performance of the Work as provided in Paragraph 6.02.A.1 below. All such payments will be measured by the schedule of values established as provided in Paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements.

1. Prior to Substantial Completion, progress payments will be made in an amount equal

to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as Engineer may determine or Owner may withhold, including but not limited to liquidated damages, in accordance with Paragraph 14.02 of the General Conditions.

a. 95 percent of Work completed (with the balance being retainage). If the Work

has been 50 percent completed as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retainage; and

b. 95 percent of cost of materials and equipment not incorporated in the Work

(with the balance being retainage).


B. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 95 percent of the Work completed, less such amounts as Engineer shall determine in accordance with Paragraph 14.02.B.5 of the General Conditions and less 100 percent of Engineer’s estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion.

5.03 Final Payment

A. Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 14.07.

ARTICLE 6 – INTEREST 6.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear

interest at the maximum rate allowed by law at the place of the Project. ARTICLE 7 – CONTRACTOR’S REPRESENTATIONS 7.01 In order to induce Owner to enter into this Agreement, Contractor makes the following

representations:

A. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents.

B. Contractor has visited the Site and become familiar with and is satisfied as to the general,

local and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and

Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface

conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities), if any, that have been identified in Paragraph SC-4.02 of the Supplementary Conditions as containing reliable "technical data".

E. Contractor has considered the information known to Contractor; information commonly

known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents; and (3) Contractor’s safety precautions and programs.


F. Based on the information and observations referred to in Paragraph 8.01.E above, Contractor does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents.

G. Contractor is aware of the general nature of work to be performed by Owner and others at

the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or

discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor.

I. The Contract Documents are generally sufficient to indicate and convey understanding of

all terms and conditions for performance and furnishing of the Work. ARTICLE 8 – CONTRACT DOCUMENTS 8.01 Contents

A. The Contract Documents consist of the following:

1. This Agreement (pages 1 to 6 , inclusive).

a. Appendix A Standard Clauses for NYS Contracts (7 pages)

2. Performance bond

3. Payment bond

4. General Conditions (pages 1 to 61 , inclusive).

5. Supplementary Conditions (pages 1 to 5 , inclusive).

6. Specifications as listed in the table of contents of the Project Manual.

7. Drawings consisting of 3 sheets with each sheet bearing the following general title: City of Ogdensburg 2017 Flooding Repairs - Caroline Street Traffic Circle

8. Addenda (numbers inclusive).

9. Exhibits to this Agreement (enumerated as follows):

a. Documentation submitted by Contractor prior to Notice of Award (pages ___ to ___, inclusive).

10. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto:

a. Notice to Proceed

b. Work Change Directives.

c. Change Orders.

B. The documents listed in Paragraph 8.01.A are attached to this Agreement (except as expressly noted otherwise above).


C. There are no Contract Documents other than those listed above in this Article. D. The Contract Documents may only be amended, modified, or supplemented as provided in

Paragraph 3.04 of the General Conditions.

ARTICLE 9 – MISCELLANEOUS 9.01 Terms

A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions.

9.02 Assignment of Contract

A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

9.03 Successors and Assigns

A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal

representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents.

9.04 Severability

A. Any provision or part of the Contract Documents held to be void or unenforceable under

any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

9.05 Contractor’s Certifications

A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 9.05: 1. “corrupt practice” means the offering, giving, receiving, or soliciting of any thing of

value likely to influence the action of a public official in the bidding process or in the Contract execution;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to

influence the bidding process or the execution of the Contract to the detriment of


Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders,

with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly,

persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. Counterparts have been delivered to Owner and Contractor. All portions of the Contract Documents have been signed or have been identified by Owner and Contractor or on their behalf. This Agreement will be effective on , 2019 (which is the Effective Date of the Agreement). OWNER CONTRACTOR

By: Sarah Purdy By:

Title: City Manager Title: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Notary: Notary:

Date: Date: Address for giving notices: Address for giving notices: 330 Ford Street Ogdensburg, NY 13669 License No.: (If Owner is a corporation, attach evidence (Where applicable) of authority to sign. If Owner is a public body, NOTE TO USER: Use in those states or other attach evidence of authority to sign and resolution jurisdictions where applicable or required. or other documents authorizing execution of this Agreement.) Agent for service of process:

END OF SECTION

Appendix A

Standard Clauses for NYS Contracts

Appendix B

Section 3 Clause

STATEMENT OF COMPLIANCE

Training, Employment, and Contracting Opportunities for Businesses and Lower Income Persons

The project assisted under this (contract) (agreement) is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u. Section 3 requires that to the greatest extent feasible opportunities for training and employment be given to lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located in or owned in substantial part by persons residing in the area of the project.

Notwithstanding any other provision of this (contract) agreement, the (applicant) (recipient) shall carry out the provisions of said Section 3 and the regulations issued pursuant thereto by the Secretary set forth in 24 CFR Part 135 (published in 38 Federal Register 29220, October 23, 1973), and all applicable rules and order of the Secretary issued thereunder prior to the execution of this (contract) (agreement). The requirements of said regulations include, but are not limited to, development and implementation of an affirmative action plan for utilizing business concerns located within or owned in substantial part by persons residing in the area of the project; the making of a good faith effort, as defined by the regulations, to provide training, employment, and business opportunities required by Section 3; and incorporation of the "Section 3 Clause" specified by Section 135.20(b) of the regulations in all contracts for work in connection with the project. The (applicant) (recipient) certifies and agrees that it is under no contractual or other disability which would prevent it from complying with these requirements.

Compliance with the provisions of Section 3, the regulations set forth in 24 CFR Part 135, and all applicable rules and orders of the Secretary issued thereunder prior to approval by the Government of the application for this (agreement) (contract), shall be a condition of the Federal financial assistance provided to the project, binding upon the (applicant) (recipient), its successors and assignees. Failure to fulfill these requirements shall subject the (applicant) (recipient), its contractors and subcontractors, its successors, and assignees to the sanctions specified by this (agreement) (contract), and to such sanctions as are specified by 24 CFR Section 135.135.

Company Name:

Address: Signature:

Typed/Printed:

jashley

Typewritten Text

APPENDIX 3

jashley

Typewritten Text

jashley

Typewritten Text

jashley

Typewritten Text

Appendix 3 -For Contractors, Subcontractors, Suppliers, and Manufacturers

During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor") agrees as follows:

1. Compliance with Regulations The contractor shall comply with the Regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation (hereinafter DOT), Title 49, Code of Federal Regulations, part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract.

2. Nondiscrimination The contractor, with regard to the work performed during the contract, shall not discriminate on the grounds of race, color, sex, or national origin in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the contract covers a program set fmth in Appendix B of the Regulations.

3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiations made by the contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the ground of race, color, sex, or national origin.

4. Information and Reports The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by The City of Ogdensburg or the NYSDOT to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the City, or the New York State Department ofTransportation as appropriate, and shall set forth what efforts it has made to obtain the information.

5. Sanctions for Noncompliance In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, The City of Ogdensburg and the NYS Department of Transportation shall impose such contract sanctions as it, or the Federal Highway Administration may determine to be appropriate, including, but not limited to:

1. Withholding of payments to the contractor under the contract until the contractor complies, and/or; 2. Cancellation, termination, or suspension of the contract, in whole or in part.

6. Incorporation of Provisions The contractor shall include the provisions of paragraphs (1) through (6) in eveiy subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontractor or procurement as the City of Ogdensburg or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, however, that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the City of Ogdensburg enter into such litigation to protect the interests of the City of Ogdensburg and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States.

City of Ogdensburg Title VI Plan Page 21

(ATTACH PAYMENT BOND HERE)

CITY OF OGDENSBURG SECTION 00610 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE PAYMENT BOND

(ATTACH PERFORMANCE BOND HERE) CITY OF OGDENSBURG SECTION 00615 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE PERFORMANCE BOND

(ATTACH INSURANCE CERTIFICATES HERE) CITY OF OGDENSBURG SECTION 00620 2017 FLOODING REPAIRS – CAROLINE ST. TRAFFIC CIRCLE INSURANCE CERTIFICATES

EJCDC C-700 Standard General Conditions of the Construction Contract Section 00700 Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Standard General Conditions

STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT

Prepared by

ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE

and

Issued and Published Jointly by

AMERICAN COUNCIL OF ENGINEERING COMPANIES ______________________

ASSOCIATED GENERAL CONTRACTORS OF AMERICA

______________________

AMERICAN SOCIETY OF CIVIL ENGINEERS _______________________

PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE

A Practice Division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS

Endorsed by

CONSTRUCTION SPECIFICATIONS INSTITUTE

These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor (EJCDC C-520 or C-525, 2007 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the Narrative Guide to the EJCDC Construction Documents (EJCDC C-001, 2007 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (EJCDC C-800, 2007 Edition).


Copyright © 2007 National Society of Professional Engineers

1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org

American Council of Engineering Companies

1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org

American Society of Civil Engineers

1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org

Associated General Contractors of America

2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 www.agc.org

The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE.

http://www.nspe.org/

http://www.acec.org/

http://www.asce.org/

http://www.agc.org/


Page i

STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT

TABLE OF CONTENTS

Page Article 1 — Definitions and Terminology ..................................................................................... 1 1 .01 Defined Terms ............................................................................................................. 1

1 .02 Terminology ................................................................................................................. 5 Article 2 — Preliminary Matters .................................................................................................... 6

2.01 Delivery of Bonds and Evidence of Insurance ............................................................ 6 2.02 Copies of Documents ................................................................................................... 6 2.03 Commencement of Contract Times; Notice to Proceed ............................................... 6 2.04 Starting the Work .......................................................................................................... 7 2.05 Before Starting Construction ........................................................................................ 7 2.06 Preconstruction Conference; Designation of Authorized Representatives ................... 7 2.07 Initial Acceptance of Schedules .................................................................................... 7

Article 3 — Contract Documents: Intent, Amending, Reuse ......................................................... 8

3.01 Intent ............................................................................................................................. 8 3.02 Reference Standards...................................................................................................... 8 3.03 Reporting and Resolving Discrepancies ....................................................................... 8 3.04 Amending and Supplementing Contract Documents .................................................... 9 3.05 Reuse of Documents ................................................................................................... 10 3.06 Electronic Data............................................................................................................ 10

Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous

Environmental Conditions; Reference Points ......................................................................... 10 4.01 Availability of Lands .................................................................................................. 10 4.02 Subsurface and Physical Conditions ........................................................................... 11 4.03 Differing Subsurface or Physical Conditions ............................................................. 11 4.04 Underground Facilities................................................................................................ 13 4.05 Reference Points ......................................................................................................... 14 4.06 Hazardous Environmental Condition at Site............................................................... 14

Article 5 — Bonds and Insurance ................................................................................................. 16

5.01 Performance, Payment, and Other Bonds ................................................................... 16 5.02 Licensed Sureties and Insurers.................................................................................... 16

5.03 Certificates of Insurance ............................................................................................. 16 5.04 Contractors Insurance ................................................................................................. 17 5.05 Owners Liability Insurance ......................................................................................... 18 5.06 Property Insurance ...................................................................................................... 18 5.07 Waiver of Rights ......................................................................................................... 20 5.08 Receipt and Application of Insurance Proceeds ......................................................... 20

5.09 Acceptance of Bonds and Insurance; Option to Replace ............................................ 21 5.10 Partial Utilization, Acknowledgment of Property Insurer .......................................... 21


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Article 6 — Contractors Responsibilities ..................................................................................... 21 6.01 Supervision and Superintendence ............................................................................... 21 6.02 Labor; Working Hours ................................................................................................ 22 6.03 Services, Materials, and Equipment............................................................................ 22 6.04 Progress Schedule ....................................................................................................... 22 6.05 Substitutes and Or-Equals ........................................................................................... 23 6.06 Concerning Subcontractors, Suppliers, and Others .................................................... 25 6.07 Patent Fees and Royalties ........................................................................................... 26 6.08 Permits ........................................................................................................................ 27 6.09 Laws and Regulations ................................................................................................. 27 6.10 Taxes ........................................................................................................................... 28 6.11 Use of Site and Other Areas........................................................................................ 28 6.12 Record Documents ...................................................................................................... 29 6.13 Safety and Protection .................................................................................................. 29 6.14 Safety Representative.................................................................................................. 30 6.15 Hazard Communication Programs .............................................................................. 30 6.16 Emergencies ................................................................................................................ 30 6.17 Shop Drawings and Samples ...................................................................................... 30 6.18 Continuing the Work................................................................................................... 32 6.19 Contractor s General Warranty and Guarantee ........................................................... 32 6.20 Indemnification ........................................................................................................... 33 6.21 Delegation of Professional Design Services ............................................................... 33

Article 7 — Other Work at the Site .............................................................................................. 34

7.01 Related Work at Site ................................................................................................... 34 7.02 Coordination ............................................................................................................... 35 7.03 Legal Relationships ..................................................................................................... 35

Article 8 — Owners Responsibilities ........................................................................................... 35

8.01 Communications to Contractor ................................................................................... 35 8.02 Replacement of Engineer ............................................................................................ 35 8.03 Furnish Data ................................................................................................................ 36 8.04 Pay When Due ............................................................................................................ 36 8.05 Lands and Easements; Reports and Tests ................................................................... 36 8.06 Insurance ..................................................................................................................... 36 8.07 Change Orders ............................................................................................................ 36 8.08 Inspections, Tests, and Approvals .............................................................................. 36 8.09 Limitations on Owners Responsibilities ..................................................................... 36 8.10 Undisclosed Hazardous Environmental Condition ..................................................... 36 8.11 Evidence of Financial Arrangements .......................................................................... 36 8.12 Compliance with Safety Program ............................................................................... 37

Article 9 — Engineers Status During Construction ...................................................................... 37 9.01 Owners Representative ............................................................................................... 37

9.02 Visits to Site ................................................................................................................ 37 9.03 Project Representative ................................................................................................ 37 9.04 Authorized Variations in Work ...................................................................................38 9.05 Rejecting Defective Work........................................................................................... 38


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9.06 Shop Drawings, Change Orders and Payments .......................................................... 38

9.07 Determinations for Unit Price Work ........................................................................... 38 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work ...... 38 9.09 Limitations on Engineers Authority and Responsibilities .......................................... 39 9.10 Compliance with Safety Program ............................................................................... 39

Article 10 — Changes in the Work; Claims ................................................................................. 40

10.01 Authorized Changes in the Work ................................................................................ 40 10.02 Unauthorized Changes in the Work ............................................................................ 40 10.03 Execution of Change Orders ....................................................................................... 40 10.04 Notification to Surety .................................................................................................. 40 10.05 Claims ......................................................................................................................... 41

Article 11 — Cost of the Work; Allowances; Unit Price Work ................................................... 42

11.01 Cost of the Work ......................................................................................................... 42 11.02 Allowances .................................................................................................................. 44 11.03 Unit Price Work .......................................................................................................... 45

Article 12 — Change of Contract Price; Change of Contract Times ........................................... 45

12.01 Change of Contract Price ............................................................................................ 45 12.02 Change of Contract Times .......................................................................................... 46 12.03 Delays ......................................................................................................................... 46

Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ... 47

13.01 Notice of Defects ........................................................................................................ 47 13.02 Access to Work ........................................................................................................... 47 13.03 Tests and Inspections .................................................................................................. 47 13.04 Uncovering Work........................................................................................................ 48 13.05 Owner May Stop the Work ......................................................................................... 49 13.06 Correction or Removal of Defective Work ................................................................. 49 13.07 Correction Period ........................................................................................................ 49 13.08 Acceptance of Defective Work ................................................................................... 50 13.09 Owner May Correct Defective Work .......................................................................... 50

Article 14 — Payments to Contractor and Completion ................................................................ 51

14.01 Schedule of Values ..................................................................................................... 51 14.02 Progress Payments ...................................................................................................... 51 14.03 Contractors Warranty of Title ..................................................................................... 54 14.04 Substantial Completion ............................................................................................... 54 14.05 Partial Utilization ........................................................................................................ 55 14.06 Final Inspection ........................................................................................................... 55 14.07 Final Payment ............................................................................................................. 56 14.08 Final Completion Delayed .......................................................................................... 57

14.09 Waiver of Claims ........................................................................................................ 57

EJCDC C-700 Standard General Conditions of the Construction Section 00700 Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Standard General Conditions

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Article 15 — Suspension of Work and Termination ........................................................... 57 15.01 Owner May Suspend Work ................................................................................ 57 15.02 Owner May Terminate for Cause ...................................................................... 57 15.03 Owner May Terminate For Convenience .......................................................... 59 15.04 Contractor May Stop Work or Terminate .......................................................... 59

Article 16 — Dispute Resolution ......................................................................................... 60

16.01 Methods and Procedures .................................................................................... 60

Article 17 — Miscellaneous ................................................................................................ 60 17.01 Giving Notice ..................................................................................................... 60 17.02 Computation of Times ....................................................................................... 60 17.03 Cumulative Remedies ........................................................................................ 61 17.04 Survival of Obligations ...................................................................................... 61 17.05 Controlling Law ................................................................................................. 61 17.06 Headings ............................................................................................................ 61


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ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms

A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which

clarify, correct, or change the Bidding Requirements or the proposed Contract Documents.

2. Agreement—The written instrument which is evidence of the agreement between

Owner and Contractor covering the Work. 3. Application for Payment—The form acceptable to Engineer which is to be used by

Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents.

4. Asbestos—Any material that contains more than one percent asbestos and is friable or

is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration.

5. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth

the prices for the Work to be performed. 6. Bidder—The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents—The Bidding Requirements and the proposed Contract

Documents (including all Addenda). 8. Bidding Requirements—The advertisement or invitation to bid, Instructions to

Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements.

9. Change Order—A document recommended by Engineer which is signed by

Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement.

10. Claim—A demand or assertion by Owner or Contractor seeking an adjustment of

Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim.

11. Contract—The entire and integrated written agreement between the Owner and

Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral.


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12. Contract Documents—Those items so designated in the Agreement. Only printed or

hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents.

13. Contract Price—The moneys payable by Owner to Contractor for completion of the

Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work).

14. Contract Times—The number of days or the dates stated in the Agreement to: (i)

achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer’s written recommendation of final payment.

15. Contractor—The individual or entity with whom Owner has entered into the

Agreement. 16. Cost of the Work—See Paragraph 11 .01 for definition. 17. Drawings—That part of the Contract Documents prepared or approved by Engineer

which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined.

18. Effective Date of the Agreement—The date indicated in the Agreement on which it

becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver.

19. Engineer—The individual or entity named as such in the Agreement. 20. Field Order—A written order issued by Engineer which requires minor changes in

the Work but which does not involve a change in the Contract Price or the Contract Times.

21. General Requirements—Sections of Division 1 of the Specifications. 22. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs,

Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto.

23. Hazardous Waste—The term Hazardous Waste shall have the meaning provided in

Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time.

24. Laws and Regulations; Laws or Regulations—Any and all applicable laws, rules,

regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction.

25. Liens—Charges, security interests, or encumbrances upon Project funds, real

property, or personal property.


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26. Milestone—A principal event specified in the Contract Documents relating to an

intermediate completion date or time prior to Substantial Completion of all the Work. 27. Notice of Award—The written notice by Owner to the Successful Bidder stating that

upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement.

28. Notice to Proceed—A written notice given by Owner to Contractor fixing the date on

which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents.

29. Owner—The individual or entity with whom Contractor has entered into the

Agreement and for whom the Work is to be performed. 30. PCBs—Polychlorinated biphenyls. 31. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at

standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils.

32. Progress Schedule—A schedule, prepared and maintained by Contractor, describing

the sequence and duration of the activities comprising the Contractors plan to accomplish the Work within the Contract Times.

33. Project—The total construction of which the Work to be performed under the

Contract Documents may be the whole, or a part. 34. Project Manual—The bound documentary information prepared for bidding and

constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents.

35. Radioactive Material—Source, special nuclear, or by product material as defined by

the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.

36. Resident Project Representative—The authorized representative of Engineer who

may be assigned to the Site or any part thereof. 37. Samples—Physical examples of materials, equipment, or workmanship that are

representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged.

38. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of

required submittals and the time requirements to support scheduled performance of related construction activities.

39. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating

portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractors Applications for Payment.


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40. Shop Drawings—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work.

41. Site—Lands or areas indicated in the Contract Documents as being furnished by

Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor.

42. Specifications—That part of the Contract Documents consisting of written

requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto.

43. Subcontractor—An individual or entity having a direct contract with Contractor or

with any other Subcontractor for the performance of a part of the Work at the Site. 44. Substantial Completion—The time at which the Work (or a specified part thereof)

has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms substantially complete and substantially completed as applied to all or part of the Work refer to Substantial Completion thereof.

45. Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes

an award. 46. Supplementary Conditions—That part of the Contract Documents which amends or

supplements these General Conditions. 47. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor

having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor.

48. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,

manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

49. Unit Price Work—Work to be paid for on the basis of unit prices. 50. Work—The entire construction or the various separately identifiable parts thereof

required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents.


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51. Work Change Directive—A written statement to Contractor issued on or after the

Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times.

1.02 Terminology

A. The words and terms discussed in Paragraph 1.02.B through F are not defined but, when

used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of certain Terms or Adjectives:

1. The Contract Documents include the terms as allowed, “as approved”, “as ordered”,

“as directed” or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives “reasonable”, “suitable”, “acceptable”, “proper”, “satisfactory”, or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents.

C. Day:

1. The word “day” means a calendar day of 24 hours measured from midnight to the next midnight.

D. Defective.

1. The word “defective”, when modifying the word “Work”, refers to Work that is unsatisfactory, faulty, or deficient in that it:

a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference

standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to Engineer’s recommendation of final payment

(unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05).


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E. Furnish, Install, Perform, Provide:

1. The word “furnish”, when used in connection with services, materials, or equipment,

shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition.

2. The word “install”, when used in connection with services, materials, or equipment,

shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use.

3. The words “perform” or “provide”, when used in connection with services, materials,

or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use.

4. When “furnish”, “install”, “perform”, or “provide” is not used in connection with

services, materials, or equipment in a context clearly requiring an obligation of Contractor, “provide” is implied.

F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-

known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning.

ARTICLE 2 - PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance

A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish.

B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall

each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5.

2.02 Copies of Documents

A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction.

2.03 Commencement of contract Times; Notice to Proceed

A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier.


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2.04 Starting the Work

A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run.

2.05 Before Starting Construction

A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review:

1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for

starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents;

2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and

prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work.

2.06 Preconstruction Conference, Designation of Authorized Representatives

A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records.

B. At this conference Owner and Contractor each shall designate, in writing, a specific

individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party.

2.07 Initial Acceptance of Schedules

A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly

progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor’s full responsibility therefor.


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2. Contractor’s Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals.

3. Contractor’s Schedule of Values will be acceptable to Engineer as to form and

substance if it provides a reasonable allocation of the Contract Price to component parts of the Work.

ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSEB 3.01 Intent

A. The Contract Documents are complementary; what is required by one is as binding as if required by all.

B. It is the intent of the Contract Documents to describe a functionally complete project (or

part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner.

C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as

provided in Article 9. 3.02 Reference Standards

A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society,

organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents.

2. No provision of any such standard, specification, manual, or code, or any instruction

of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents.

3 .03 Reporting and Resolving Discrepancies

A. Reporting Discrepancies:


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1. Contractor’s Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby.

2. Contractor’s Review of Contract Documents During Performance of Work: If, during

the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6. 1 6.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04.

3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict,

error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.

B. Resolving Discrepancies:

1. Except as may be otherwise specifically stated in the Contract Documents, the

provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, or code, or the instruction

of any Supplier (whether or not specifically incorporated by reference in the Contract Documents); or

b. the provisions of any Laws or Regulations applicable to the performance of the

Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation).

3.04 Amending and Supplementing Contract Documents

A. The Contract Documents may be amended to provide for additions, deletions, and revisions

in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive.

B. The requirements of the Contract Documents may be supplemented, and minor variations

and deviations in the Work may be authorized, by one or more of the following ways:

1. A Field Order; 2. Engineer’s approval of a Shop Drawing or Sample (subject to the provisions of

Paragraph 6.17.D.3); or 3. Engineer’s written interpretation or clarification.


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3.05 Reuse of Documents

A. Contractor and any Subcontractor or Supplier shall not:

1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or

2. reuse any such Drawings, Specifications, other documents, or copies thereof on

extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer.

B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the

Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes.

3.06 Electronic Data

A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or

Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user’s sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern.

B. Because data stored in electronic media format can deteriorate or be modified inadvertently

or otherwise without authorization of the data’s creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party.

C. When transferring documents in electronic media format, the transferring party makes no

representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data’s creator.

ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands

A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owners furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05.


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B. Upon reasonable written request, Owner shall furnish Contractor with a current statement

of record legal title and legal description of the lands upon which the Work is to be performed and Owners interest therein as necessary for giving notice of or filing a mechanics or construction lien against such lands in accordance with applicable Laws and Regulations.

C. Contractor shall provide for all additional lands and access thereto that may be required for

temporary construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions

A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or

contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface or

subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon

the accuracy of the technical data contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such technical data is identified in the Supplementary Conditions. Except for such reliance on such technical data, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including,

but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or

2. other data, interpretations, opinions, and information contained in such reports or

shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any technical data or any

such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions

A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any technical data on which Contractor is

entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered

and generally recognized as inherent in work of the character provided for in the Contract Documents;


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then Contractor shall, promptly after becoming aware thereof and before further disturbing

the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so.

B. Engineer’s Review: After receipt of written notice as required by Paragraph 4.03.A,

Engineer will promptly review the pertinent condition, determine the necessity of Owner’s obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer’s findings and conclusions.

C. Possible Price and Times Adjustments:

1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractors cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in

Paragraph 4.03.A; and b. with respect to Work that is paid for on a unit price basis, any adjustment in

Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03.

2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if:

a. Contractor knew of the existence of such conditions at the time Contractor

made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or

b. the existence of such condition could reasonably have been discovered or

revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractors making such final commitment; or

c. Contractor failed to give the written notice as required by Paragraph 4.03.A.

3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project.


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4.04 Underground Facilities

A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions:

1. Owner and Engineer shall not be responsible for the accuracy or completeness of any

such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor

shall have full responsibility for:

a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract

Documents; c. coordination of the Work with the owners of such Underground Facilities,

including Owner, during construction; and d. the safety and protection of all such Underground Facilities and repairing any

damage thereto resulting from the Work.

B. Not Shown or Indicated:

1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility.

2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05.


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4.05 Reference Points

A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer’s judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel.

4.06 Hazardous Environmental Condition at Site

A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings

known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site.

B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon

the accuracy of the “technical data” contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such “technical data” is identified in the Supplementary Conditions. Except for such reliance on such “technical data”, Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor’s purposes, including,

but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or

2. other data, interpretations, opinions and information contained in such reports or

shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any technical data or any

such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered

or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.

D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone

for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 4.06.E.


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E. Contractor shall not be required to resume Work in connection with such condition or in

any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05.

F. If after receipt of such written notice Contractor does not agree to resume such Work based

on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owners own forces or others in accordance with Article 7.

G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold

harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual’s or entity’s own negligence.

H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and

hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individuals or entity’s own negligence.

I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous

Environmental Condition uncovered or revealed at the Site.


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ARTICLE 5 - BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds

A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents.

B. All bonds shall be in the form prescribed by the Contract Documents except as provided

otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a certified copy of that individual’s authority to bind the surety. The evidence of authority shall show that it is effective on the date the agent or attorney-in-fact signed each bond.

C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes

insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02.

5.02 Licensed Sureties and Insurers

A. All bonds and insurance required by the Contract Documents to be purchased and

maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions.

5.03 Certificates of Insurance

A. Contractor shall deliver to Owner, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain.

B. Owner shall deliver to Contractor, with copies to each additional insured and loss payee

identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain.

C. Failure of Owner to demand such certificates or other evidence of Contractors full

compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor’s obligation to maintain such insurance.


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D. Owner does not represent that insurance coverage and limits established in this Contract

necessarily will be adequate to protect Contractor. E. The insurance and insurance limits required herein shall not be deemed as a limitation on

Contractor’s liability under the indemnities granted to Owner in the Contract Documents.

5.04 Contractor’s Insurance

A. Contractor shall purchase and maintain such insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable:

1. claims under workers’ compensation, disability benefits, and other similar employee

benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or

death of Contractor’s employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any

person other than Contractor’s employees; 4. claims for damages insured by reasonably available personal injury liability coverage

which are sustained:

a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or

b. by any other person for any other reason;

5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and

6. claims for damages because of bodily injury or death of any person or property

damage arising out of the ownership, maintenance or use of any motor vehicle.

B. The policies of insurance required by this Paragraph 5.04 shall:

1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, be written on an occurrence basis, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby;

2. include at least the specific coverages and be written for not less than the limits of

liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater;


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3. include contractual liability insurance covering Contractor’s indemnity obligations

under Paragraphs 6.11 and 6.20; 4. contain a provision or endorsement that the coverage afforded will not be canceled,

materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide);

5. remain in effect at least until final payment and at all times thereafter when

Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and

6. include completed operations coverage:

a. Such insurance shall remain in effect for two years after final payment. b. Contractor shall furnish Owner and each other additional insured identified in

the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter.

5.05 Owner’s Liability Insurance

A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner’s option, may purchase and maintain at Owner’s expense Owner’s own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents.

5.06 Property Insurance

A. Unless otherwise provided in the Supplementary Conditions, Owner shall purchase and

maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall:

1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any

other individuals or entities identified in the Supplementary Conditions, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee;

2. be written on a Builder’s Risk “all-risk” policy form that shall at least include

insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than that caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions.


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3. include expenses incurred in the repair or replacement of any insured property

(including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was

agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer;

5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in

writing by Owner, Contractor, and Engineer with 30 days written notice to each other loss payee to whom a certificate of insurance has been issued.

B. Owner shall purchase and maintain such equipment breakdown insurance or additional

property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee.

C. All the policies of insurance (and the certificates or other evidence thereof) required to be

purchased and maintained in accordance with this Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other loss payee to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07.

D. Owner shall not be responsible for purchasing and maintaining any property insurance

specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser’s own expense.

E. If Contractor requests in writing that other special insurance be included in the property

insurance policies provided under this Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner.


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5.07 Waiver of Rights

A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or loss payees thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued.

B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers,

directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending

beyond direct physical loss or damage to Owner’s property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and

2. loss or damage to the completed Project or part thereof caused by, arising out of, or

resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07.

C. Any insurance policy maintained by Owner covering any loss, damage or consequential

loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them.

5.08 Receipt and Application of Insurance Proceeds

A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the loss payees, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order.


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B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless

one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner’s exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties.

5.09 Acceptance of Bonds and Insurance; Option to Replace

A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by Paragraph 2.01.B. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party’s interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly.

5.10 Partial Utilization, Acknowledgment of Properly Insurer

A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy.

ARTICLE 6 – CONTRACTOR’S RESPONSIBILITIES 6.01 Supervision and Superintendence

A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents.


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B. At all times during the progress of the Work, Contractor shall assign a competent

resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances.

6.02 Labor; Working Hours

A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site.

B. Except as otherwise required for the safety or protection of persons or the Work or property

at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owners written consent (which will not be unreasonably withheld) given after prior written notice to Engineer.

6.03 Services, Materials, and Equipment

A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work.

B. All materials and equipment incorporated into the Work shall be as specified or, if not

specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment.

C. All materials and equipment shall be stored, applied, installed, connected, erected,

protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents.

6.04 Progress Schedule

A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below.

1. Contractor shall submit to Engineer for acceptance (to the extent indicated in

Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto.

2. Proposed adjustments in the Progress Schedule that will change the Contract Times

shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order.


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6.05 Substitutes and “Or-Equals”

A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below.

1. “Or-Equal” Items: If in Engineer’s sole discretion an item of material or equipment

proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an “or-equal” item, in which case review and approval of the proposed item may, in Engineer’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if:

a. in the exercise of reasonable judgment Engineer determines that:

1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics;

2) it will reliably perform at least equally well the function and achieve the

results imposed by the design concept of the completed Project as a functioning whole; and

3) it has a proven record of performance and availability of responsive

service.

b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract

Times; and 2) it will conform substantially to the detailed requirements of the item

named in the Contract Documents.

2. Substitute Items:

a. If in Engineer’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 6.05.A. 1, it will be considered a proposed substitute item.

b. Contractor shall submit sufficient information as provided below to allow

Engineer to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor.


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c. The requirements for review by Engineer will be as set forth in Paragraph

6.05.A.2.d, as supplemented by the General Requirements, and as Engineer may decide is appropriate under the circumstances.

d. Contractor shall make written application to Engineer for review of a proposed

substitute item of material or equipment that Contractor seeks to furnish or use. The application:

1) shall certify that the proposed substitute item will:

a) perform adequately the functions and achieve the results called for

by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified;

2) will state: a) the extent, if any, to which the use of the proposed substitute item

will prejudice Contractor’s achievement of Substantial Completion on time,

b) whether use of the proposed substitute item in the Work will require

a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and

c) whether incorporation or use of the proposed substitute item in

connection with the Work is subject to payment of any license fee or royalty;

3) will identify:

a) all variations of the proposed substitute item from that specified, and b) available engineering, sales, maintenance, repair, and replacement

services; and 4) shall contain an itemized estimate of all costs or credits that will result

directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change.

B. Substitute Construction Methods or Procedures: If a specific means, method, technique,

sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2.


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C. Engineer’s Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No “or equal” or substitute will be ordered, installed or utilized until Engineer’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an approved Shop Drawing for an “or equal”. Engineer will advise Contractor in writing of any negative determination.

D. Special Guarantee: Owner may require Contractor to furnish at Contractor’s expense a

special performance guarantee or other surety with respect to any substitute. E. Engineer’s Cost Reimbursement: Engineer will record Engineer’s costs in evaluating a

substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute.

F. Contractor’s Expense: Contractor shall provide all data in support of any proposed

substitute or “or-equal” at Contractor’s expense.

6.06 Concerning Subcontractors, Suppliers, and Others

A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection.

B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner’s acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work.

C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of

the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents:


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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or

entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor

2. shall create any obligation on the part of Owner or Engineer to pay or to see to the

payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations.

D. Contractor shall be solely responsible for scheduling and coordinating the Work of

Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor.

E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities

performing or furnishing any of the Work to communicate with Engineer through Contractor.

F. The divisions and sections of the Specifications and the identifications of any Drawings

shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade.

G. Al1 Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an

appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as a loss payee on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same.

6.07 Patent Fees and Royalties

A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents.


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B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold

harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights.

C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and

hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents.

6.08 Permits

A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work.

6.09 Laws and Regulations

A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor’s compliance with any Laws or Regulations.

B. If Contractor performs any Work knowing or having reason to know that it is contrary to

Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.03.

C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the

Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05.


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6.10 Taxes

A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work.

6.11 Use of site and Other Areas

A. Limitation on Use of Site and Other Areas:

1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work.

2. Should any claim be made by any such owner or occupant because of the

performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law.

3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify

and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor’s performance of the Work.

B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations.

C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and

the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents.

D. Loading Structures: Contractor shall not load nor permit any part of any structure to be

loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it.


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6.12 Record Documents

A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner.

6.13 Safely and Protection

A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to:

1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in

storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,

pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction.

B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of

persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property.

C. Contractor shall comply with the applicable requirements of Owner’s safety programs, if any. The Supplementary Conditions identify any Owner’s safety programs that are applicable to the Work.

D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor’s

safety program with which Owner’s and Engineer’s employees and representatives must comply while at the Site.

E. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3

caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them).


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F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion).

6.14 Safety Representative

A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs.

6.15 Hazard Communication Programs

A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations.

6.16 Emergencies

A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued.

6.17 Shop Drawings and Samples

A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require.

1. Shop Drawings:

a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities,

dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D.

2. Samples:

a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as

catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D.


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B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer’s review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor.

C. Submittal Procedures:

1. Before submitting each Shop Drawing or Sample, Contractor shall have:

a. reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents;

b. determined and verified all field measurements, quantities, dimensions,

specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto;

c. determined and verified the suitability of all materials offered with respect to

the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and

d. determined and verified all information relative to Contractor’s responsibilities

for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto.

2. Each submittal shall bear a stamp or specific written certification that Contractor has

satisfied Contractor’s obligations under the Contract Documents with respect to Contractor’s review and approval of that submittal.

3. With each submittal, Contractor shall give Engineer specific written notice of any

variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation.

D. Engineer‘s Review:

1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer’s review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents.

2. Engineer’s review and approval will not extend to means, methods, techniques,

sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions.


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3. Engineer’s review and approval shall not relieve Contractor from responsibility for

any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer’s review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1.

E. Resubmittal Procedures:

1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals.

6.18 Continuing the Work

A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing.

6.19 Contractor’s General Warranty and Guarantee

A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractors warranty and guarantee.

B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:

1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or

2. normal wear and tear under normal usage.

C. Contractors obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents:

1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final

payment; 3 the issuance of a certificate of Substantial Completion by Engineer or any payment

related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner;


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5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a

notice of acceptability by Engineer; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner.

6.20 Indemnification

A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable.

B. In any and all claims against Owner or Engineer or any of their officers, directors,

members, partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers compensation acts, disability benefit acts, or other employee benefit acts.

C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to

the liability of Engineer and Engineer’s officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of:

1. the preparation or approval of, or the failure to prepare or approve maps, Drawings,

opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause

of the injury or damage. 6.21 Delegation of Professional Design Services

A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law.


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B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professionals written approval when submitted to Engineer.

C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and

completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy.

D. Pursuant to this Paragraph 6.21, Engineer’s review and approval of design calculations and

design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer’s review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1.

E. Contractor shall not be responsible for the adequacy of the performance or design criteria

required by the Contract Documents. ARTICLE 7 - OTHER WORK AT THE SITE 7.01 Related Work at Site

A. Owner may perform other work related to the Project at the Site with Owner’s employees, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then:

1. written notice thereof will be given to Contractor prior to starting any such other

work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or

extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05.

B. Contractor shall afford each other contractor who is a party to such a direct contract, each

utility owner, and Owner, if Owner is performing other work with Owner’s employees, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors.


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C. If the proper execution or results of any part of Contractors Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects and deficiencies in such other work.

7.02 Coordination

A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of

the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be

itemized; and 3. the extent of such authority and responsibilities will be provided.

B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole

authority and responsibility for such coordination. 7.03 Legal Relationships

A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other

contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor’s wrongful actions or inactions.

C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner

for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor’s wrongful action or inactions.

ARTICLE 8 - OWNERS RESPONSIBILITIES 8.01 Communications to Contractor

A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer.

8.02 Replacement of Engineer

A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer.


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8.03 Furnish Data

A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due

A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.C and 14.07.C.

8.05 Lands and Easements; Reports and Tests

A. Owner’s duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner’s identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site.

8.06 Insurance

A. Owner’s responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 5.

8.07 Change Orders

A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals

A. Owner’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B.

8.09 Limitations on Owner’s Responsibilities

A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents.

8.10 Undisclosed Hazardous Environmental Condition

A. Owner’s responsibility in respect to an undisclosed Hazardous Environnenta1 Condition is set forth in Paragraph 4.06.

8.11 Evidence of Financial Arrangements

A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner’s obligations under the Contract Documents.


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8.12 Compliance with Safety Program

A. While at the Site, Owner’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which Owner has been informed pursuant to Paragraph 6.13.D.

ARTICLE 9 - ENGINEERS STATUS DURING CONSTRUCTION 9.01 Owner’s Representative

A. Engineer will be Owner’s representative during the construction period. The duties and

responsibilities and the limitations of authority of Engineer as Owner’s representative during construction are set forth in the Contract Documents.

9.02 Visits to Site

A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractors executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer’s efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work.

B. Engineer’s visits and observations are subject to all the limitations on Engineer’s authority

and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer’s visits or observations of Contractor’s Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work.

9.03 Project Representative

A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineers consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions.


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9.04 Authorized Variations in Work

A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05.

9.05 Rejecting Defective Work

A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed.

9.06 Shop Drawings, Change Orders and Payments

A. In connection with Engineer’s authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17.

B. In connection with Engineer’s authority, and limitations thereof, as to design calculations

and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21.

C. In connection with Engineer’s authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer’s authority as to Applications for Payment, see Article 14.

9.07 Determinations for Unit Price Work

A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer’s preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer’s written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05.

9.08 Decisions on Requirements of Contract Documents and Acceptability of Work

A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question.


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B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer’s decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B.

C. Engineer’s written decision on the issue referred will be final and binding on Owner and

Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not

show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity.

9.09 Limitations on Engineer’s Authority and Responsibilities

A. Neither Engineer’s authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them.

B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents.

C. Engineer will not be responsible for the acts or omissions of Contractor or of any

Subcontractor, any Supplier, or of any other individual or entity performing any of the Work.

D. Engineer’s review of the final Application for Payment and accompanying documentation

and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents.

E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also

apply to the Resident Project Representative, if any, and assistants, if any. 9.10 Compliance with Safety Program

A. While at the Site, Engineer’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which Engineer has been informed pursuant to Paragraph 6.13.D.


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ARTICLE 10 - CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work

A. Without invalidating the Contract and without notice to any surety, Owner may, at any time

or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided).

B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent,

if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05.

10.02 Unauthorized Changes in the Work

A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3 .04, except in the case of an emergency as provided in Paragraph 6. 1 6 or in the case of uncovering Work as provided in Paragraph 13.04.D.

10.03 Execution of change Orders

A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering:

1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A,

(ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner’s correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;

2. changes in the Contract Price or Contract Times which are agreed to by the parties,

including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and

3. changes in the Contract Price or Contract Times which embody the substance of any

written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6. 1 8.A.

10.04 Notification to Surety

A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change.


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10.05 Claims

A. Engineer’s Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims.

B. Notice: Written notice stating the general nature of each Claim shall be delivered by the

claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Times shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimants written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimants last submittal (unless Engineer allows additional time).

C. Engineer s Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing:

1. deny the Claim in whole or in part; 2. approve the Claim; or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer’s

sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial.

D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim

shall be deemed denied. E. Engineer’s written action under Paragraph 10.05.C or denial pursuant to Paragraphs

10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial.

F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not

submitted in accordance with this Paragraph 10.05.


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ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.01 Cost of the Work

A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.01.B, and shall include only the following items:

1. Payroll costs for employees in the direct employ of Contractor in the performance of

the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner.

2. Cost of all materials and equipment furnished and incorporated in the Work,

including costs of transportation and storage thereof, and Suppliers’ field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained.

3. Payments made by Contractor to Subcontractors for Work performed by

Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractors Cost of the Work and fee shall be determined in the same manner as Contractor’s Cost of the Work and fee as provided in this Paragraph 11.01.

4. Costs of special consultants (including but not limited to engineers, architects, testing

laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work.

5. Supplemental costs including the following:

a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor’s employees incurred in discharge of duties connected with the Work.


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b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor.

c. Rentals of all construction equipment and machinery, and the parts thereof

whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work.

d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations.

e. Deposits lost for causes other than negligence of Contractor, any

Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses.

f. Losses and damages (and related expenses) caused by damage to the Work, not

compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractors fee.

g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone

service at the Site, express and courier services, and similar petty cash items in connection with the Work.

i. The costs of premiums for all bonds and insurance Contractor is required by

the Contract Documents to purchase and maintain.

B. Costs Excluded: The term Cost of the Work shall not include any of the following items:

1. Payroll costs and other compensation of Contractor’s officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor’s principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee.


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2. Expenses of Contractor’s principal and branch offices other than Contractor’s office

at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital

employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or

indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property.

5. Other overhead or general expense costs of any kind and the costs of any item not

specifically and expressly included in Paragraphs 11.01.A.

C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C.

D. Documentation: Whenever the Cost of the Work for any purpose is to be determined

pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data.

1l.02 Allowances

A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer.

B. Cash Allowances:

1. Contractor agrees that:

a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and

b. Contractor’s costs for unloading and handling on the Site, labor, installation,

overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid.

C. Contingency Allowance:

1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs.

D. Prior to final payment, an appropriate Change Order will be issued as recommended by

Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted.


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11.03 Unit Price Work

A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement.

B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for

the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07.

C. Each unit price will be deemed to include an amount considered by Contractor to be

adequate to cover Contractor’s overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in

accordance with Paragraph 10.05 if:

1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and

2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a

result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease.

ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of contract Price

A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05.

B. The value of any Work covered by a Change Order or of any Claim for an adjustment in

the Contract Price will be determined as follows:

1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or

2. where the Work involved is not covered by unit prices contained in the Contract

Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or

3. where the Work involved is not covered by unit prices contained in the Contract

Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractors fee for overhead and profit (determined as provided in Paragraph 12.01.C).


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C. Contractor’s Fee. The Contractor’s fee for overhead and profit shall be determined as follows:

1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the

various portions of the Cost of the Work:

a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor’s fee shall be 15 percent;

b. for costs incurred under Paragraph 11.01.A.3, the Contractor’s fee shall be 5

percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work

plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of 5 percent of the amount paid to the next lower tier Subcontractor;

d. no fee shall be payable on the basis of costs itemized under Paragraphs

11.01.A.4, 11.01.A.5,and 11.01.B; e. the amount of credit to be allowed by Contractor to Owner for any change

which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractors fee by an amount equal to 5 percent of such net decrease; and

f. when both additions and credits are involved in any one change, the adjustment

in Contractor’s fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive.

12.02 Change of Contract Times

A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05.

B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an

adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12.

12.03 Delays

A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.


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B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner

as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor’s entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor’s ability to complete the Work within the Contract Times.

C. If Contractor is delayed in the performance or progress of the Work by fire, flood,

epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractors ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor’s sole and exclusive remedy for the delays described in this Paragraph 12.03.C.

D. Owner, Engineer, and their officers, directors, members, partners, employees, agents,

consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project.

E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for

delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor.

ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects

A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13.

13.02 Access to Work

A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable.

13.03 Tests and Inspections

A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests.


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B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except:

1. for inspections, tests, or approvals covered by Paragraphs 13.03.C and 13.03.D

below; 2. that costs incurred in connection with tests or inspections conducted pursuant to

Paragraph 13.04.B shall be paid as provided in Paragraph 13.04.C; and 3. as otherwise specifically provided in the Contract Documents.

C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval.

D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in

connection with any inspections, tests, or approvals required for Owners and Engineers acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor s purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer.

E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered

by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation.

F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor’s expense unless

Contractor has given Engineer timely notice of Contractor’s intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice.

13.04 Uncovering Work

A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer’s observation and replaced at Contractor’s expense.

B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer

or inspected or tested by others, Contractor, at Engineer’s request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment.

C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,

losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05.


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D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase

in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05.

13.05 Owner May Stop the Work

A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them.

13.06 Correction or Removal of Defective Work

A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others).

B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph

13.07, Contractor shall take no action that would void or otherwise impair Owner’s special warranty and guarantee, if any, on said Work.

13.07 Correction Period

A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owners written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and

replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to

the work of others or other land or areas resulting therefrom.


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B. If Contractor does not promptly comply with the terms of Owner’s written instructions, or

in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.

C. In special circumstances where a particular item of equipment is placed in continuous

service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications.

D. Where defective Work (and damage to other Work resulting therefrom) has been corrected

or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed.

E. Contractor’s obligations under this Paragraph 13.07 are in addition to any other obligation

or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose.

13.08 Acceptance of Defective Work

A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer’s recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner’s evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer’s recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner.

13.09 Owner May Correct Defective Work

A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any such deficiency.


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B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed

expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, take possession of Contractor’s tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner’s representatives, agents and employees, Owner’s other contractors, and Engineer and Engineer’s consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph.

C. All claims, costs, losses, and damages (including but not limited to all fees and charges of

engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor’s defective Work.

D. Contractor shall not be allowed an extension of the Contract Times because of any delay in

the performance of the Work attributable to the exercise by Owner of Owner’s rights and remedies under this Paragraph 13.09.

ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values

A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed.

14.02 Progress Payments

A. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress

payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owners interest therein, all of which must be satisfactory to Owner.


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2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment.

3. The amount of retainage with respect to progress payments will be as stipulated in

the Agreement.

B. Review of Applications:

1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer’s reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application.

2. Engineer’s recommendation of any payment requested in an Application for Payment

will constitute a representation by Engineer to Owner, based on Engineer’s observations of the executed Work as an experienced and qualified design professional, and on Engineer’s review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer’s knowledge, information and belief:

a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract

Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9,07, and any other qualifications stated in the recommendation); and

c. the conditions precedent to Contractor’s being entitled to such payment appear

to have been fulfilled in so far as it is Engineer’s responsibility to observe the Work.

3. By recommending any such payment Engineer will not thereby be deemed to have

represented that:

a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or

b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor.

4. Neither Engineer’s review of Contractor’s Work for the purposes of recommending

payments nor Engineer’s recommendation of any payment, including final payment, will impose responsibility on Engineer:

a. to supervise, direct, or control the Work, or


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b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or

c. for Contractor’s failure to comply with Laws and Regulations applicable to

Contractor’s performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has

used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to

Owner free and clear of any Liens.

5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer’s opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer’s opinion to protect Owner from loss because:

a. the Work is defective, or completed Work has been damaged, requiring

correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in

accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events

enumerated in Paragraph 15.02.A.

C. Payment Becomes Due:

1. Ten days after presentation of the Application for Payment to Owner with Engineer’s recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor.

D. Reduction in Payment:

1. Owner may refuse to make payment of the full amount recommended by Engineer

because: a. claims have been made against Owner on account of Contractor’s performance

or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor

has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens;

c. there are other items entitling Owner to a set-off against the amount

recommended; or


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d. Owner has actual knowledge of the occurrence of any of the events enumerated

in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A.

2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action.

3. Upon a subsequent determination that Owner’s refusal of payment was not justified,

the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1 and subject to interest as provided in the Agreement.

14.03 Contractor’s Warranty of Title

A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens.

14.04 Substantial Completion

A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion.

B. Promptly after Contractor’s notification, Owner, Contractor, and Engineer shall make an

inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor.

C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a

tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have 7 days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the tentative certificate to Owner, notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner s objections, Engineer considers the Work substantially complete, Engineer will, within said 14 days, execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner.


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D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will

deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer’s issuing the definitive certificate of Substantial Completion, Engineer’s aforesaid recommendation will be binding on Owner and Contractor until final payment.

E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial

Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list.

14.05 Partial Utilization

A. Prior to Substantial Completion of all the Work, Owner may use or occupy any

substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractors performance of the remainder of the Work, subject to the following conditions:

1. Owner at any time may request Contractor in writing to permit Owner to use or

occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of Paragraph 14.04.A through D for that part of the Work.

2. Contractor at any time may notify Owner and Engineer in writing that Contractor

considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work.

3. Within a reasonable time after either such request, Owner, Contractor, and Engineer

shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto.

4. No use or occupancy or separate operation of part of the Work may occur prior to

compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection

A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies.


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14.07 Final Payment

A. Application for Payment:

1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of inspection, marked-up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments.

2. The final Application for Payment shall be accompanied (except as previously

delivered) by:

a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B.6;

b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all

Lien rights arising out of or Liens filed in connection with the Work.

3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owners property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien.

B. Engineer’s Review of Application and Acceptance:

1. If, on the basis of Engineers observation of the Work during construction and final inspection, and Engineers review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor’s other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer’s recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment.


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C. Payment Becomes Due:

1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer’s recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor.

14.08 Final Completion Delayed

A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor’s final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims.

14.09 Waiver of Claims

A. The making and acceptance of final payment will constitute:

1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractors continuing obligations under the Contract Documents; and

2. a waiver of all Claims by Contractor against Owner other than those previously made

in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled.

ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work

A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05.

15.02 Owner May Terminate for Cause

A. The occurrence of any one or more of the following events will justify termination for cause:


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1. Contractors persistent failure to perform the Work in accordance with the Contract

Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04);

2. Contractor’s disregard of Laws or Regulations of any public body having

jurisdiction; 3. Contractor’s repeated disregard of the authority of Engineer; or 4. Contractor’s violation in any substantial way of any provisions of the Contract

Documents.

B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) 7 days written notice of its intent to terminate the services of Contractor:

1. exclude Contractor from the Site, and take possession of the Work and of all

Contractor’s tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion);

2. incorporate in the Work all materials and equipment stored at the Site or for which

Owner has paid Contractor but which are stored elsewhere; and 3. complete the Work as Owner may deem expedient.

C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed.

D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor’s services will not be

terminated if Contractor begins within 7 days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice.

E. Where Contractor’s services have been so terminated by Owner, the termination will not

affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability.


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F. If and to the extent that Contractor has provided a performance bond under the provisions

of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B and 15.02.C.

15.03 Owner May Terminate For Convenience

A. Upon 7 days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items):

1. completed and acceptable Work executed in accordance with the Contract

Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work;

2. expenses sustained prior to the effective date of termination in performing services

and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;

3. all claims, costs, losses, and damages (including but not limited to all fees and

charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and

4. reasonable expenses directly attributable to termination.

B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination.

15.04 Contractor May Stop Work or Terminate

A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03.

B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor s stopping the Work as permitted by this Paragraph.


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ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures

A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for

a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E.

B. Owner and Contractor shall participate in the mediation process in good faith. The process

shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above.

C. If the Claim is not resolved by mediation, Engineer’s action under Paragraph 10.05.C or a

denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor:

1. elects in writing to invoke any dispute resolution process provided for in the

Supplementary Conditions; or 2. agrees with the other party to submit the Claim to another dispute resolution process;

or 3. gives written notice to the other party of the intent to submit the Claim to a court of

competent jurisdiction. ARTICLE 17 – MISCELLANEOUS 17.01 Giving Notice

A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if:

1. delivered in person to the individual or to a member of the firm or to an officer of the

corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last

business address known to the giver of the notice.

17.02 Computation of Times

A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation.


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17.03 Cumulative Remedies

A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply.

17.04 Survival of Obligations

A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor.

17.05 Controlling Law

A. This Contract is to be governed by the law of the state in which the Project is located. 17.06 Headings

A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions.

END OF SECTION

EJCDC C-800 Guide to the Preparation of Supplementary Conditions Section 00800 Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Supplementary Conditions

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SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT

These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract, EJCDC C-700 (2007 Edition). All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions have the meanings stated in the Standard General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof. The address used in these Supplementary Conditions is the same as the address used in the General Conditions, with the prefix “SC” added thereto. SC-2.01 Delivery of Bonds and Evidence of Insurance

SC-2.01 Delete Paragraph 2.01.B in its entirety and insert the following:

B. Evidence of Insurance: Before any Work at the Site is started, Contractor shall deliver to Owner, with copies to each additional insured identified in the Supplementary Condition SC-5.04, certificates of insurance (and other evidence of insurance which Owner or any additional insured may reasonably request) which Contractor is required to purchase and maintain in accordance with Article 5 of the General Conditions.

SC-2.02 Copies of Documents

SC-2.02 Delete Paragraph 2.02A in its entirety and insert the following:

A. Owner shall furnish to Contractor up to three printed or hard copies of the Drawings and Project Manual. Additional copies may be obtained from the Issuing office upon request at the cost of reproduction.

SC-4.02 Subsurface and Physical Conditions

SC-4.02 Delete Paragraphs 4.02.A and 4.02.B in their entirety and insert the following:

A. No reports of explorations or tests of subsurface conditions at or contiguous to the Site, or drawings of physical conditions relating to existing surface or subsurface structures at the Site, are known to Owner.

B. Not used.

SC-4.06 Hazardous Environmental Conditions

SC-4.06 Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following:

A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner.

B. Not used.


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SC-5.01 Performance, Payment and Other Bonds:

SC-5.01 Add the following language at the end of paragraph 5.01.A:

The premium for the Performance and Labor and Materials Payment Bonds shall be paid by the CONTRACTOR and shall be included as a part of CONTRACTOR's bid.

SC-5.01 Amend the first sentence of paragraph 5.01.B to read as follows:

All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are authorized to transact business in New York State and as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Financial Management Service, Surety Bond Branch, U.S. Treasury Department.

and as so amended paragraph 5.01.B remains in effect:

SC-5.01 Add the following new paragraphs immediately after paragraph 5.01.C:

D. Cash in the form of United States currency or a certified check payable to the

Owner in the full amount of the Contract Price, deposited with the Owner, will be accepted in lieu of a bond.

SC-5.03 Certificates of Insurance:

SC-5.03 Delete paragraph 5.03.A. in its entirety and insert the following:

A. Within the time period set by the Owner after award of the Contract, and before the effective date of the Agreement, the Contractor shall cause the authorized representative of the insurance company to completely fill out and execute the Certificate of Insurance form certifying the kinds and amounts of insurance being issued, including a statement that coverage provided under the policies will not be cancelled or materially changed until at least 30 days prior written notice has been given to the Owner. The Contractor shall also furnish the Owner one (1) duplicate of the original policy covering each kind of insurance issued. Each subcontractor shall follow the identical procedure, and he shall not commence work until the Certificate of Insurance, including any requested duplicate policies, has been submitted to and approved by the Owner.

SC-5.04 Contractor's Liability Insurance:

SC-5.04 Add the following new paragraphs immediately after paragraph 5.04.B:

C. The limits of liability for the insurance required by paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations.

1. Worker’s Compensation and Employer’s Liability: The Contractor shall

procure and maintain a policy in compliance with the provisions of the Worker’s Compensation Law.


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2. Non-Occupational Disability Benefits: The Contractor shall procure and

maintain a policy in compliance with the provisions of the NYS Disability Benefits Law.

3. Contractor’s General Liability: The Contractor shall procure and maintain

Contractor’s General Liability under Paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of Contractor with limits not less than:

a) General Aggregate $2,000,000 b) Products - Completed Operations Aggregate $1,000,000 c) Personal and Advertising Injury $1,000,000 d) Each Occurrence (Bodily Injury & Property Damage) $1,000,000 e) Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. f) Excess or Umbrella Liability: (Optional Coverage) If provided, identify (with Dollar Limits) on Certificate of Insurance Form. 4. Comprehensive Automobile Liability: The Contractor shall procure and

maintain Automobile Liability Insurance under Paragraph 5.04.A.6., including New York No-Fault Coverage, with limits of liability not less:

a) Bodily Injury: Each person $50,000 Each occurrence $1,000,000

b) Property Damage: Each occurrence $100,000

OR

a) Combined Single Limit of $2,000,000 5. Cancellation Notice: Workers’ Compensation Insurance, Comprehensive

General Liability Insurance, and Comprehensive Automobile Liability, as described above, shall include an endorsement stating the following: “It is understood and agreed that 30 days Advance Written Notice of Cancellation, Non-Renewal, Reduction, and/or Material Change shall be sent to: (Office of Planning & Development, 330 Ford Street, Ogdensburg, NY 13669)

6. Owner’s and Contractor’s Protective Liability: The Contractor shall procure

and maintain, a separate Owner’s and Contractors’ Protective Liability Insurance Policy with limits of liability not less than $2,000,000 per occurrence and/or aggregate combined single limit Personal Injury, Bodily Injury, and Property Damage. The City of Ogdensburg shall be “Named Insured” on said coverage. Thirty (30) days Notice of Cancellation shall apply to this policy.


Page 4 of 5

D. All claims against the Contractor or his subcontractors, arising from the performance of the work or conditions incidental thereto, must be investigated immediately by the insurance company furnishing the applicable coverage. The Contractor shall require the insurance company to furnish, to the Engineer and Owner, written reports following the investigation and the disposition of each claim on demand by the Owner; a status report shall be provided to the Owner and Engineer on all claims more than two months outstanding.

E. All insurance coverage furnished by subcontractors shall remain in force until their

work has been completed and the subcontractor does not intend to gain further access to the site, and the Contractor has released said subcontractor from further liability associated therewith.

SC-5.06 Property Insurance:

SC-5.04 Add the following new paragraph immediately after paragraph 5.06.B:

C. Property insurance shall be provided by the Contractor and shall be in conformance with paragraph 5.06 of the General Conditions and as specified herein. Unless specifically authorized by the Owner, the amount of each insurance shall not be less than the Contract Price stated in the Bid Form. Each property insurance policy shall include the following endorsement: "It is made a condition of this insurance that, until the Owner approves the Engineer's Certificate of Substantial Completion and has made final payment to (name of Contractor) , occupancy of the premises shall not require consent of this Company endorsed hereon nor adjustment of rate." In case the Owner occupies or places in service all or part of any building, structure, or equipment (included in the Contract) prior to issuance of a Certificate of Substantial Completion, the Contractor shall notify the insurance company or companies prior to such action by Owner. Refer to paragraph 5.10. of the General Conditions for insurer's requirements in this regard.

SC-6.10 Taxes

SC-6.10 Delete paragraph 6.10.A of the General Conditions in its entirety and insert the following:

A. Sales & Use Taxes:

1. The Owner is exempt from payment of sales and compensating use taxes of the State of New York and of cities and counties on all materials separately sold to the Owner pursuant to this Contract. This exemption does not, however, apply to tools, machinery, equipment or other property purchased by, leased by or to the Contractor or a subcontractor or to supplies or materials not incorporated into the completed project.

2. The Contractor and his subcontractor shall be responsible for and pay any and

all applicable taxes, including sales and compensating use taxes, on such tools, machinery, equipment or other property or such unincorporated supplies and materials, and the provisions set forth below will not be applicable to such tools, machinery, equipment, supplies or materials.


Page 5 of 5

3. The purchase by the Contractor of the materials sold hereunder will be a purchase or procurement for resale and, therefore, not subject to the New York State sales or compensating use taxes or any such taxes of cities or counties. The sale of such materials by the Contractor to the Owner will not be subject to the aforesaid sales or compensating use taxes. With respect to such materials sold hereunder, the Contractor, at the request of the Owner, shall furnish to the Owner such bills of sale and other instruments as may be required by it, properly executed, acknowledged and delivered, assuring to it title to such materials free of encumbrances and the Contractor shall mark or otherwise identify all such materials as the property of the Owner.

4. The purchase by subcontractors of materials to be sold hereunder will also be a

purchase or procurement for resale to the Contractor (either directly or through other subcontractors) and, therefore, not subject to aforesaid sales or compensating use taxes, provided that the subcontract agreements provided for the resale of such materials prior to and separate and apart from the incorporation of such materials into the permanent construction and that such subcontract agreements are in a form similar to this Contract with respect to the separation of the sale of materials from the work and labor to be provided.

SC-6.19 CONTRACTOR'S General Warranty and Guarantee:

SC-19 Delete paragraph 6.15.A. of the General Conditions in its entirety and insert the following:

A. Contractor warrants and guarantees to owner that all Work will be in accordance

with the Contract Documents and will not be defective. Contractor guarantees all Work, materials and equipment called for in the Contract Documents against defects in materials or workmanship for a period of 12 months following the date of the Notice of Certificate of Substantial Completion. Under this guarantee, the Contractor shall make good, at his own expense and without delay, any failure on any part due to poor or faulty materials, construction or installation, or to the failure of any equipment to satisfactorily perform the work required of it by the specifications. The Contractor shall also make good any damage to any part of the Project or other property of the Owner caused by such failure. Any work replaced or rebuilt during the above-mentioned guarantee period shall be similarly guaranteed for a 12-month period starting from the date of acceptance of the repair, reconstruction or replacement. The Contractor's Performance and Labor and Materials Bonds specified in Paragraph 5.01 of the General Conditions shall fully cover all guarantees specified in this paragraph. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee.

END OF SECTION

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TA File No.: 17-57

Table of Contents

2017 FLOODING REPAIRS – CAROLINE STREET TRAFFIC CIRCLECITY OF OGDENSBURG, NEW YORK

SEC NO. TITLE

1010 Description and Delineation of Work1200 Project Meetings1300 Submittals and Substitutions1310 Construction Schedule2220 Excavating, Backfilling and Embankment2270 Geotextile2400 Below Grade Sewers2516 Catch Basins and Drop Inlets2540 Erosion Control2612 Asphalt Concrete Paving2621 Granite Curbing2705 Concrete Walks2800 Site Restoration

Prepared by:

TISDEL ASSOCIATESConsulting Engineers113 Main StreetCanton, New York

PROJECT MEETINGS2.01 1200-1

TECHNICAL SPECIFICATIONS Section 1200DIVISION 1

PROJECT MEETINGS

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. To enable orderly review during progress of the Work, and to provide forsystematic discussion of problems, the Engineer will conduct project meetings.

2. Persons designated by the Contractor to attend and participate in the projectmeetings shall have all required authority to commit the Contractor to solutionsagreed upon in the project meetings.

1.02 SUBMITTALS

A. Agenda Items:

1. To the maximum extent practicable, advise the Engineer at least 24 hours inadvance of project meetings regarding all items to be added to the agenda.

B. Minutes:

1. The Engineer will compile minutes of each project meeting and will furnish onecopy to the Contractor. The Contractor may make and distribute such other copiesas he wishes.

PART 2.00 - PRODUCTS - NOT USED

PART 3.00 - EXECUTION

3.01 PRECONSTRUCTION MEETING

A. General:

1. Engineer will schedule on or about the date of Contract execution. Provideattendance by authorized representatives of the Contractor and all majorsubcontractors. The Engineer will advise other interested parties and request theirattendance.

2. The Contractor shall be represented by, as a minimum, the project manager andthe Contractor=s on-site superintendent.

B. Minimum Agenda:

1. Organizational arrangement of Contractor's forces and personnel, and those ofsubcontractors, materials suppliers, and Engineer.

2. Channels and procedures for communications.

3. Construction schedule, including sequence of critical work.

PROJECT MEETINGS1200-2 2.01

4. Contract Documents, including distribution of required copies of originaldocuments and revisions.

5. Processing of Shop Drawings and other data submitted to the Engineer for review.

6. Processing of field decisions and Change Orders.

7. Rules and regulations governing performance of the Work.

8. Responsibility for safety and first aid, security, quality control, housekeeping, andother related matters.

3.02 PROJECT MEETINGS

A. General:

1. To the maximum extent practicable, assign the same person or persons to projectmeetings throughout the Work. Subcontractors, materials suppliers and othersmay be required to attend those project meetings in which their aspects of theWork are involved.

2. To the maximum extent practicable, meetings will be held at the job site.

3. Schedule shall be as determined by the Engineer. Coordinate so as to establish amutually acceptable schedule.

B. Minimum Agenda:

1. Review, revise as necessary, and approve minutes of previous meeting.

2. Review progress of the Work, including upcoming work.

3. Identify problems which impede planned progress.

4. Develop corrective measures and procedures to regain planned schedule.

END OF SECTION

SUBMITTALS AND SUBSTITUTIONS10.17 1300-1

TECHNICAL SPECIFICATIONS 17-57 Section 1300DIVISION 1

SUBMITTALS AND SUBSTITUTIONS

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Where practical in the Contract Documents, the minimum acceptable quality ofworkmanship and materials has been defined by manufacturer's name andcatalog number, recognized industry and government standards, or a descriptionof required attributes and performance.

2. The specified products are to meet the design intent. Submittal of product dataand review by the Engineer is to aid in achieving the specified quality.

3. The Contractor shall make all required submittals, revise and resubmit asnecessary to establish compliance with the project requirements.

PART 2.00 - PRODUCTS

2.01 GENERAL

A. Submittal Schedule:

1. Unless waived by the Engineer, within 10 days after award of Contract, andbefore any items are submitted for review, submit to the Engineer a list ofproposed submittals using the form included herein or other acceptable form.

2. Schedule shall be complete and comprehensive, including all submittalsanticipated to be made. Include and number each type of item for whichContractor’s drawings, shop drawings, certificates, samples, guarantees, or othertypes of submittals are required.

3. Upon review by the Engineer, this schedule shall become part of the Contract,and, the Contractor shall adhere to the schedule except when specificallyotherwise permitted in writing.

4. Revise and update the schedule on a monthly basis or as necessary to reflectconditions, sequences and added items. Promptly submit revised schedule tothe Engineer for review and comment.

B. Coordination:

1. Coordinate the schedule with all subcontractors and material suppliers.

2. Distribution of submittals for the Engineer’s use will be by the Engineer. Reviewcomments of the Engineer will be shown when returned to the Contractor. TheContractor shall make and distribute any copies required for his purposes.

3. Prior to each submittal, Contractor shall carefully review and coordinate allaspects of each item being submitted and verify that each item conforms to allrequirements. The Contractor shall certify that this coordination has beenperformed prior to submission.

SUBMITTALS AND SUBSTITUTIONS1300-2 10.17

2.02 SHOP DRAWINGS AND COORDINATION OF DRAWINGS

A. Shop Drawings:

1. Scale and measurements: Make all Shop Drawings accurately to a scalesufficiently large to show all pertinent aspects of the item and its method ofconnection to the Work.

2. Submit all Shop Drawings in the form of black line prints of each sheet up to 11"x 22" in size. Submit sepias, vellums, or mylars for larger drawings. Drawingsshall be 22" x 34" or 24" x 36".

2.03 MANUFACTURER’S LITERATURE

A. General:

1. Where contents of submittal literature from manufacturers includes data notpertinent to the submittal (i.e. several models, options, etc.), clearly indicatewhich portion of the contents is being submitted for review.

2. Provide complete drawings showing layout, dimensions, and installed weights.

B. Certifications:

1. Manufacturer shall certify that all materials comply with all requirements of theWork. Certification shall not be construed as relieving the Contractor fromfurnishing satisfactory materials if the material is found to not meet specifiedrequirements.

2. Show on each certification the name and location of the Work, name andaddress of Contractor, and name of the manufacturing or fabricating company.Certification shall contain all required data. Certifications shall be signed by anofficer of the manufacturing or fabricating company.

3. Upon completion of the Work, and as a condition of its acceptance, submit to theEngineer all certificates of compliance.

4. All laboratory test reports shall show the date of testing, the specifiedrequirements for which testing was performed, and results of the test(s).

2.04 SAMPLES

A. Accuracy of Samples:

1. Samples shall be of the precise article proposed to be furnished.

2. Unless the precise color and pattern is specifically described in the ContractDocuments, and whenever a choice of color or pattern is available in thespecified product, submit not less than three (3) accurate color and patterncharts to the Engineer for review and selection.

2.05 SUBSTITUTIONS

A. General:

1. All products proposed for use, including those specified by required attributesand performance, shall require review by the Engineer before being incorporatedinto the Work.


2. Do not substitute materials, equipment, or methods unless each substitution hasbeen specifically accepted for this Work by the Engineer.

3. Where the phrase “or equal” or “or equivalent” occurs in the ContractDocuments, do not assume that materials, equipment, or methods will beaccepted as equal unless the item has been specifically reviewed.

4. The decision of the Engineer shall be final.


3.01 IDENTIFICATION OF SUBMITTALS

A. General:

1. Include the cover sheet appended hereto on each submittal.

2. Number all submittals in accordance with the submittal schedule. Accompanyeach submittal with a letter of transmittal containing all pertinent informationrequired for identification and checking of submittals.

3. On the cover sheet for each submittal, and on other pages as required forpositive identification, clearly indicate the submittal number in which the item isincluded.

B. Resubmittals:

1. When material is resubmitted for any reason, transmit under a new letter oftransmittal and with the original submittal number followed by the letters “RS”.

C. Number of Copies:

1. The number of copies shall be determined at the preconstruction conference. Inthe absence of such determination, provide sufficient copies to allow Engineer toretain three (3) copies of all submittals and two (2) samples.

3.02 COORDINATION OF SUBMITTALS

A. General:

1. Prior to submitting for review, use all means necessary to fully coordinate allmaterials including, but not necessarily limited to:

a. Verify size, capacity, and configuration is suitable for the proposedproject.

b. Determine and verify all interface conditions, materials of construction,catalog numbers, and similar data.

c. Coordinate with other trades as required.d. Clearly indicate all deviations from requirements of the Contract

Documents.e. Verify supports, accessories, connections, installation, and operating

characteristics meet the requirements and are compatible with otherproducts.

SUBMITTALS AND SUBSTITUTIONS1300-4 10.17

B. Grouping of Submittals:

1. Unless otherwise specified, make all submittals in logical groups containing allassociated items to ensure that information is available for checking each itemwhen it is received. Partial submittals may be rejected, or the review placed onhold, and the Contractor shall be strictly liable for all delays so occasioned.

3.03 TIMING OF SUBMITTALS

A. General:

1. Make all submittals far enough in advance to allow for: (1) review, (2)possible revisions, (3) resubmittals and (4) placing orders and deliveries.

2. In scheduling, allow at least 10 calendar days for review by the Engineerfollowing his receipt of the submittal.

3. Delays caused by tardiness in making submittals will not be anacceptable basis for extension of the Contract completion date.

3.04 ENGINEER’S REVIEW

A. General:

1. Review by the Engineer shall not be construed as a complete check, butonly that general method of construction and detailing is satisfactory.Review shall not relieve the Contractor from responsibility for errorswhich may exist.

2. The notation “Reviewed” or “Furnish as Corrected” authorizes theContractor to proceed with fabrication or purchase of the item, subject tothe revisions, if any, required by the Engineer’s review comments.

3. Make all revisions required by the Engineer. If the Contractor considersany required revision to be a change in price or time, he shallimmediately notify the Engineer prior to proceeding.

4. When a submittal has been reviewed by the Engineer, resubmittal forsubstitution of materials, equipment, suppliers, etc. will not beconsidered unless accompanied by an acceptable explanation as to whythe substitution is necessary.


SUBMITTAL COVER PAGE

CONTRACTOR: ITEM NO.:

ADDRESS: PAGE OF

TELEPHONE/FAX:

TYPE OF SUBMISSION: □ INITIAL SUBMITTAL □ RESUBMITTAL

OWNER: City of Ogdensburg

PROJECT NAME: 2017 Flooding Repairs – Caroline Street Traffic Circle ENGINEER'S PROJECT NO.: 17-57

PRODUCT IDENTIFICATION: (describe) RELATION TO PROJECT: (specific) LOCATION\USAGE\SYSTEM:

DRAWING NO.:

SPEC. SECTION:

SUBCONTRACTOR: TELEPHONE/FAX:

SUPPLIER: TELEPHONE/FAX:

MANUFACTURER: TELEPHONE/FAX:

PRIME CONTRACTOR'S CERTIFICATION:

THE UNDERSIGNED CERTIFIES TO THE OWNER AND ENGINEER THAT THE CONTRACTOR HAS DETERMINED ANDVERIFIED ALL FIELD MEASUREMENTS AND QUANTITIES, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOGNUMBERS, AND SIMILAR DATA, THAT THE CONTRACTOR HAS REVIEWED AND COORDINATED THE INFORMATION INEACH SUBMITTAL WITH THE REQUIREMENTS OF THE PROJECT AND THE CONTRACT DOCUMENTS AND HEREBYAPPROVES THIS SUBMITTAL.

BY (TYPE OR PRINT) (SIGN)

REMARKS: □ REVIEWED □ REVISE & RESUBMIT□ REJECTED □ FURNISH AS CORRECTED

Corrections or comments made on the shop drawings during this review donot relieve contractor from compliance with requirements of the drawingsand specifications. This check is only for review of general conformancewith the design concept of the project and general compliance with theinformation given in the contract documents. The contractor is responsiblefor confirming and correlating all quantities and dimensions; selectingfabrication processes and techniques of construction; coordinating his workwith that of all trades; and performing his work in a safe and satisfactorymanner.

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CONSTRUCTION SCHEDULE1310-1 2.01


CONSTRUCTION SCHEDULE

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. To assure adequate planning, execution, and that the Work is completed within theContract period, to assist the Engineer in coordinating other work, and inevaluating progress of the Work, prepare and maintain the schedules and reportsdescribed in this Section.

B. General:

1. Employ a scheduler who is experienced in the work.

2. Perform all data preparation, analysis, charting, and updating in accordance withEngineer's required format.

3. Use form appended hereto, unless otherwise permitted.

C. Reliance Upon Approved Schedule:

1. The construction schedule as accepted by the Engineer will be an integral part ofthe Contract, and will establish interim Contract completion dates for the variousactivities.

2. Should any activity not be completed within 2 days of the scheduled date, theEngineer shall have the right to order the Contractor to expedite completion of theactivity by whatever means the Engineer deems appropriate and necessary,without additional compensation to the Contractor.

3. Should any activity be 30 or more days behind schedule, the Engineer may sonotify the Owner and make recommendation to the Owner for taking action to havethe work expedited.

4. It is expressly understood and agreed that failure by the Engineer to exercise theoption to either order the Contractor to expedite an activity or to expedite theactivity by other means shall not be considered precedent setting for any otheractivities nor shall it relieve the Contractor from his obligation to timely completethe work.

D. Timing:

1. Within ten days after receipt of Notice to Award, submit a preliminary constructionschedule.

2. Within 10 days after preconstruction conference, submit construction scheduleprepared in accordance with Part 3.00 of this Section.

3. Meet with Engineer, review contents, make all revisions agreed upon and resubmitwithin 5 days.

CONSTRUCTION SCHEDULE1310-2 2.01

4. Not less than monthly during the course of the Work, or upon request of theEngineer, submit an updated construction schedule.

PART 2.00 - PRODUCTS - NOT USED


3.01 PRELIMINARY ANALYSIS

A. Contents:

1. Graphically show the order and interdependence of all activities necessary tocomplete the Work, and the sequence in which each activity is to be accomplished,in coordination with all subcontractors. Activities shown shall include the variousitems of work, together with their respective component values.

2. The detail of information shall be such that duration times of activities shallnormally range on a weekly basis. The selection and number of activities shall besubject to the Engineer's review.

3. Show all activities of the Contractor under this Work for the period between receiptof Notice to Award and submittal of construction schedule required underParagraph 1.01.D above.

4. For lump sum items, show cost of all activities scheduled for performance on theconstruction schedule.

B. UPDATES

1. Report actual progress by updating the schedule, showing activities or portions ofactivities completed and their actual value.

2. State the percentage of Work actually completed and scheduled as of the reportdate, and the progress in terms of days ahead of or behind the allowable dates.

3. If work is behind schedule, include a narrative report which shows, but is notnecessarily limited to:

a. A description of the problem areas, current and anticipated.b. Delaying factors and their impact.c. An explanation of corrective actions taken or proposed.

END OF SECTION

EXCAVATING, BACKFILLING, AND EMBANKMENT11.14 2220-1

TECHNICAL SPECIFICATION 17-57 Section 2220DIVISION 2

EXCAVATING, BACKFILLING, AND EMBANKMENT

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Excavation includes the loosening, removing, transportation, storage, and disposal ofall materials necessary to be removed for the construction and completion of the work.Excavation shall be made to the widths and depths shown, specified, or required.

2. Backfilling includes the placement and compaction of soil materials as describedherein and as shown. It includes all labor, materials and equipment required.

3. Embankment includes construction of compacted soil fill materials, in general, locatedabove existing grade as shown, specified, or required.

B. Definitions:

1. The term "excavation" and the term "trenching" where used, shall be deemed andunderstood to cover the following described work:

a. The layout and staking of all lines and levels.b. All sheeting, bracing and shoring, and the driving, cutting, and removal of the

same.c. All diking, ditching, fluming, cofferdamming, pumping, bailing, dewatering and

draining or otherwise disposing of water.d. The loosening, removing, transporting, and storage of materials.e. The removing and disposing of all rubbish, refuse, surplus materials from all

excavations.f. The maintenance, accommodation, and protection of travel on public and private

roads.g. The supporting and protecting of all personnel, structures or property in the

vicinity of the Work, whether over or underground or which appear within theexcavation, and the restoration of the same in case of settlement or otherdisturbance.

h. All temporary bridging and fencing, signage and warning devices and theremoval thereof.

i. Removing and clearing away of all construction equipment and tools from thesite.

2. "Earth" includes all materials such as sand, gravel, cobbles, clay, loam, muck, soft ordisintegrated rock, hardpan and boulders less than one (1) cubic yard in size.

3. “Boulder” shall be defined as natural rocks or rock fragments larger than one (1) cubicyard in volume.

4. "Rock" includes limestone, sandstone, shale, granite, concrete or masonry in solidbeds or masses which can be removed only by continuous drilling and blasting orcontinuous drilling and wedging. Material which can be loosened by machine, but forconvenience or other reason is loosened by drilling and blasting or drilling andwedging, shall not be classified as rock. All solid boulders, or boulder fragments,larger than five (5) cubic yards each shall be classified as rock.

EXCAVATING, BACKFILLING, AND EMBANKMENT2220-2 11.14

5. "Backfilling" includes using selected materials for the refilling of all excavations andtrenches up to the original surface of the ground or to other grades as may be shownor required, including compacting and moisture conditioning.

6. "Spoil" includes surplus excavated materials not required or not suitable for backfills orembankments.

7. "Embankment" includes construction of earthen fills using selected materials abovethe original surface of the ground.

8. “Lining” is off-site material used for backfilling below subgrade in trenches andexcavations for footings, pipelines, and structures.

9. “Special Backfill” and/or “Structural Fill” is off-site material used for backfillingexcavations in streets, roads, or drives, or in areas upon which structures are to bebuilt, or where the excavated material is, in the opinion of the Engineer, unsuitable forbackfilling.

10. “Embedment,” as used here-in, is defined as the initial backfill placed on and around aburied facility (pipe, conduit, etc.) extending from the bottom of the pipe to twelve (12)inches above the pipe. Embedment, as used here-in, is equivalent to “Haunching” and“Initial Backfill” as defined in ASTM D-2321.

11. Cohesive soils shall be defined as any soil having a plasticity index of 4 or greater (asdetermined by ASTM D-4318) or any soil containing more than 15% passing the No.200 sieve (as determined by ASTM D-422; wash sieve).

12. Non-cohesive (or granular) soils shall be defined as soils which are not cohesive.

13. “Cradle” or “encasement” means the placement of concrete or flowable fill aroundcompleted or existing facilities.

1.02 QUALITY CONTROL

A. Standards:

1. All work performed under the contract shall conform to the following codes andstandards, except as modified herein.

a. American Society for Testing and Materials (ASTM)b. New York State Department of Environmental Conservation (6-NYCRR - Part

420 et. seq.) - Mined Land Reclamation Laws, Rules and Regulationsc. New York State Department of Transportation Standard Specifications for

Construction and Materialsd. American Association of State Highway and Transportation Officials (AASHTO)

2. All testing shall be conducted by an independent testing laboratory.

B. Test Methods:

1. Gradation: ASTM Designation D422


2. Laboratory Maximum Density and Optimum Moisture Content: The maximum drydensity and optimum moisture content shall be determined in the laboratory inaccordance with ASTM-D698 or ASTM D-1557.

3. Density and Moisture In-Place: ASTM D-1556 or D-2922.

4. Atterburg Limit Testing: ASTM D-4318.

C. Source Quality Control:

1. Sources and types of all proposed material shall be accepted by Engineer prior to use.

2. Compaction curves shall be developed for each type of soil proposed for use inembankments and backfilling.

1.03 SUBMITTALS

A. Materials List:

1. The Contractor shall submit a complete materials list and sources of materialsnecessary for completion of work including the proposed use, source, gradation andcompaction curve for each material.

B. Samples:

1. If requested by the Engineer, prior to any placement of materials, the Contractor shallsubmit to the Engineer for review, a 100 lb. sample of materials specified in theSection.

C. Test Reports:

1. Two (2) copies of all test results shall be filed with the Engineer within 24 hours of thecompletion of the test. All results shall be submitted to the Engineer directly by thetesting laboratory. The Engineer shall be immediately notified of any tests whichindicate the requirements of the specifications are not being met.

D. Restoration:

1. Prior to the start of work, a schedule of restoration operations shall be submitted by theContractor and acceptance by the Engineer shall be obtained. The schedule shall beadhered to unless otherwise accepted by the Engineer.

1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. General:

1. All materials necessary for completion of work under this Section shall be deliveredand stored in such a manner and in such quantities to prevent mixing with or infiltrationby unsuitable materials, freezing, excessive moisture, or other deleterious conditions.

2. The Contractor shall replace, at his sole expense, any materials deemed to beunsuitable in the opinion of the Engineer.

1.05 JOB CONDITIONS

A. Safety Standards:


1. The Contractor shall comply in every respect with:

a. Occupational Safety and Health Standards for the Construction Industry (29 CFRPart 1926), or other rule or regulation promulgated by the U.S. Department ofLabor.

b. All applicable laws, rules and regulations of the jurisdictions in which the work islocated.

2. In the event of conflicting requirements between the foregoing requirements orbetween those requirements and these Specifications, the more stringent requirementsshall prevail.


2.01 MATERIALS

A. Granular Embedment:

1. Granular embedment shall consist of clean natural or manufactured sanduncontaminated by sod, clay, silt lumps, or other deleterious materials and composedof sound and durable grains. The gradation shall conform to the following:

Sieve Size Percent Passing by Weight

3/4" 100

1/4" 80 - 100

No. 40 10 - 50

No. 200 0 - 10

B. Lining:

1. Lining shall consist of crushed stone or crushed gravel free from excessive amounts oforganic or other unsuitable material. The gradation shall conform to the following:


1" 100

½" 90 - 100

1/4" 0 - 15

#200 (Wash) Less than 1.0

2. When specifically shown on the plans, approved in writing by the Engineer and ifconditions are such that the bottom trench will remain dry throughout the year,screened sand may be used for lining. The sand shall consist of clean,uncontaminated, durable grains, free from organic material, sod, clay or silt lumps orother deleterious materials. The gradation shall conform to the following:



3/4" 100

1/4" 80 - 100

No. 40 10 - 40

No. 200 (wash) Less than 10

C. Special Backfill (also known as Structural Fill):

1. Special Backfill shall consist of screened or crushed gravel or crushed rock, free fromorganic or other unsuitable material.

2. The material shall conform to the additional requirements of 2.01(M) and the gradationshall conform to the following:


3" 100

2" 90 - 100

1/4" 30 - 65

#40 5 - 40

#200 (Wash) 0 - 10

D. Crushed Stone:

1. Crushed stone shall conform to the following gradations:

PERCENT PASSING SCREEN SIZES

SizeDesignation 4" 3" 2-1/2" 2" 1-1/2" 1" 1/2" 1/4" 1/8" No. 200

Screenings ----- ----- ----- ----- ----- ----- 100 90-100 ----- 0-4.0

1A ----- ----- ----- ----- ----- ----- 100 90-100 0-15 0-1.0

1 ----- ----- ----- ----- ----- 100 90-100 0-15 ----- 0-1.0

2 ----- ----- ----- ----- 100 90-100 0-15 ----- ----- 0-1.0

3 ----- ----- 100 90-100 35-70 0-15 ----- ----- ----- 0-0.7

4 100 90-100 ----- 0-15 ----- ----- ----- ----- ----- 0-0.7

5 90-100 0-15 ----- ----- ----- ----- ----- ----- ----- 0.07

2. Crushed stone shall conform to the additional requirements of 2.01(M).

E. Granular Base Course:

1. Granular base course shall be sound, hard, durable crushed stone consisting of notmore than 10 percent by weight of flat or elongated pieces.


2. The material shall conform to the following gradation:

Sieve Size % Passing

2" 100

¼" 25 - 60

No. 40 5 - 40

No. 200 (wash) 0 - 10

3. Granular base course shall consist solely of stone which is the product of crushingledge rock and exhibits the characteristics specified in 2.01(M).

F. Additional Requirements

1. Special backfill, crushed stone, granular base course, and other materials designatedon the plans shall conform to these requirements.

2. Materials shall meet the following additional requirements:

Parameter Test Method Limit

Soundness Magnesium Sulfate (ASTM C-88) Less than 20% loss in four(4) cycles

Plasticity Index ASTM D-4318 on minus 40 mesh Less than 5%

Los Angeles Abrasion ASTM C-535 & ASTM C-131 Less than 35% loss

Freeze - Thaw NYSDOT 208 Less than 10% loss


3.01 EXECUTION

A. Excavation - General:

1. All material deposited in roadway ditches or other water courses crossed by trenchesshall be removed promptly and the grades of such ditches or water courses shall berestored to their original conditions, in order that surface drainage will be obstructed nolonger than necessary.

2. All excavation shall be done in such a manner that water will not accumulate in unfilledor partially filled trenches. All necessary bridges and other temporary structuresrequired to maintain traffic across such unfilled trenches shall be constructed andmaintained at the Contractor’s expense.

3. Where trenches are constructed in or across roadway ditches or other water courses,the backfill shall be protected from surface erosion by adequate means, includingerosion control mats, stone, riprap, or pavement at the Contractor's expense.


B. Additional Authorized Excavation:

1. Where materials encountered at the locations and grades shown or specified are notsuitable, or it is found desirable or necessary to excavate additional materials tosecure good support, the excavation shall be carried to such additional limits as theEngineer may order. The Contractor shall refill such additional excavated space withsuitable material, as the Engineer may require. Payment for additional authorizedexcavation will be paid under the appropriate items of the Contract and include thecost for excavation, backfilling and disposal of the unsuitable materials.

C. Unauthorized Excavation:

1. Whenever excavation is carried beyond or below the lines and grades shown on theDrawings, but not ordered by the Engineer, all such excavated space shall be refilledwith lining, special backfill, or concrete as the Engineer may order. All refilling ofunauthorized excavations shall be at the Contractor's expense.

2. All material which slides, falls, or caves into the established limits of excavation due toany cause whatsoever, shall be removed, disposed of and replaced. No extracompensation will be paid the Contractor for any materials required for refilling thevoid areas left by the slide, fall or cave-in.

3. Pipes, foundation walls, etc, damaged by cave-ins shall be replaced at the Contractor’sexpense.

D. Spoil Disposal:

1. All spoil shall be placed on the site of the Work at the locations and to the elevationsand grades shown on the Drawings, or if spoil areas are not shown, all spoil materialshall be promptly disposed off the site at appropriate locations selected and obtainedby the Contractor. All disposal shall be consistent with Federal, State and local lawsand regulations.

2. Prior to using private lands for disposal, the Contractor shall obtain written consent ofthe landowner and submit same to Engineer. The written consent shall fully describethe nature of the debris, an approximate quantity, timeframe, and details on how thedisposal site will be restored.

3. The surface of all spoil placed on the site shall be graded and dressed with positivedrainage and shall have no unsightly mounds or heaps upon completion of the work.

E. Unfinished Work:

1. When for any reason the Work is unfinished, all trenches and excavations shall befilled and all roadway and sidewalks left unobstructed with their surfaces in a safe andsatisfactory condition.

F. Hauling of Materials on Streets:

1. When it is necessary to haul material over streets or pavement, the Contractor shallprovide tight vehicles to prevent deposits on the streets or pavement. Where anymaterials are dropped from the vehicles, the Contractor shall clean up the sameimmediately and keep the crosswalks, streets and pavements clean and free from dirt,mud, stone, and other hauled material.

2. Repair of any damage to the streets and pavements shall be the responsibility of theContractor and shall be performed to the satisfaction of the Engineer.


3.02 ROCK EXCAVATION

A. General:

1. Rock excavation shall be made to the widths and depths shown on the Drawings or asrequired by the Engineer. For concrete structures, rock shall be excavated only to thebottom of the structure unless otherwise shown.

2. Excavated rock which cannot be handled and compacted as earth shall not be mixedwith other backfill or embankment materials and shall be suitably disposed of.

B. Drilling and Blasting:

1. If blasting is proposed, a project meeting relative to the method, manner, andprocedure of blasting operations shall be held at the site with the Engineer, theContractor, the project blaster, and representatives of all interested agencies prior tothe commencement of drilling and blasting operations.

2. Prior to any blasting, Contractor shall submit a proposed blasting plan to Engineer andany agency with jurisdiction for review. Plan shall indicate number of holes/shot,pounds/hole, depth of holes, shot pattern, seismic monitoring details, and safetymeasures and any other information necessary to provide adequate review ofproposed operations.

3. Whenever explosives are used, they shall be of such character and strength and insuch amounts as permitted by Federal, State and local laws and ordinances and allrespective agencies having jurisdiction over them. In special cases, the right isreserved for the Engineer and those agencies to specify the maximum size of anycharge.

4. Blasting shall be done only at such time as the Engineer and those agencies acceptand under such restrictions as they may impose.

5. The Contractor shall employ only licensed supervisors and workmen in the handling,loading, and firing of the explosives. The Contractor’s attention is directed to therequirements of Industrial Code Rule 39 of the State of New York Department ofLabor, Board of Standards and Appeals, and the applicable Sections of the Labor Lawwhich, together with the conditions indicated herein shall provide for the possession,handling, storage, and transportation of all explosives.

6. Blasting shall be done with extreme care. All blasts , including blasts underoverburden, shall be properly covered and protected with acceptable blasting matsconstructed of shock absorbing material.

7. Charges shall be of such sizes that the excavation will not be unduly large and shall beso arranged and timed that adjacent rock upon or against which structures are to bebuilt will not be appreciably disturbed or broken. Blasts shall be directed away fromexisting structures, utilities and facilities to provide maximum protection. Whereexisting utilities or structures have been exposed, they shall be adequately supportedbefore proceeding with the blasting.

8. Presplitting is required for all blasting. Prior to drilling presplitting holes, theoverburden shall be probed at intervals 10 feet or less to define the rock surface alongthe presplitting line. The methods of collaring the holes to achieve the properinclination and alignment shall be acceptable to the Engineer.


9. The presplitting holes shall be a maximum of four inches in diameter, spaced not morethan three feet center to center and drilled at the designed inclination for a maximumdepth of 60 feet. When excavation operations are conducted in multiple lifts, thepresplitting holes for successive lifts may be offset a distance of not more than threefeet for a design slope of one vertical on one horizontal and not more than one foot forsteeper slopes. Presplitting holes shall not be started inside the payment line. Ifblasting is conducted in lifts, each lift shall be of approximately equal depth. Allpresplitting holes shall be loaded with a continuous column of charge manufacturedespecially for presplitting and loaded with a minimum of explosive. Presplitting holesshall be filled with No. 1A crushed stone stemming. The presplitting charges shall befired with the detonating cord extending the full depth of each hole and shall precedethe detonation of fragmentation charges by properly sequenced millisecond delays.Presplitting shall extend a minimum of three feet beyond the limits of fragmentationblasting.

10. Fragmentation holes, or portions thereof, shall not be drilled closer than six (6) inchesto the proposed finished slope. Fragmentation holes adjacent to the presplitting holesshall be drilled parallel to the presplitting holes for the full depth of the production lift ata spacing not exceeding the spacing of the production pattern. Only packagedexplosives shall be used ten feet or less from a design slope which requirespresplitting regardless of the construction sequence. Fragmentation charges shall bedetonated by properly sequenced millisecond delays.

11. The Engineer may not allow blasting in certain areas of the project due to the potentialfor damage to existing structures. In this event, the Contractor shall use alternatemeans of excavation. All excavation techniques shall be subject to review by theEngineer.

12. Any damage to the Work or to any existing facilities or structures shall be repaired orrebuilt by the Contractor at his own expense. Whenever the Engineer determines thatfurther blasting may damage adjacent facilities or structures, blasting shall bediscontinued and the excavation completed by drilling, barring, wedging, or otheracceptable methods.

13. Appropriate warning signals shall be given before firing each blast. Blasting shall bedone only by a certified blaster and shall be in conformity with all laws and regulationsimposed by public authorities.

14. Blasting shall not be carried on within three hundred (300) feet of any radio transmitteror sources of radio frequency emission such as high frequency welders, and blastingcaps shall be kept in tightly closed metal cans when in the vicinity of such equipment.

C. Explosives:

1. At no time shall an excessive amount of explosive be kept at the site of the work.

2. Accurate daily records shall be kept showing the amounts of explosives on hand, bothat the site and at any storage magazine, the quantities received and issued, and thepurpose for which issued. Copies of all records shall be furnished to any dulyauthorized official and the Engineer, if requested.


3.03 EXCAVATION FOR STRUCTURES

A. General:

1. Excavation shall be of sufficient size, and only of sufficient size, to give suitable roomfor the proper construction of structures and appurtenances, including allowances forsheeting, dewatering, formwork and other similar work necessary.

2. All excavations shall be made “in the dry”. The contractor shall completely dewaterexcavations prior to or concurrent with excavation and maintain dry conditions at alltimes.

3. Not less than twelve (12) inches clearance shall be provided between excavation facesand exterior wall surfaces.

B. Undercutting:

1. In no case will undercutting excavations for extended foundations (piles, drilled, piers,etc.) be permitted without prior authorization.

2. If unstable conditions are encountered at design grade, the contractor shall suspendwork and immediately notify the engineer.

C. Subgrades:

1. Unless otherwise shown, subgrades for all concrete shall be undisturbed original earth,or where excavation below subgrade is ordered or shown, it shall consist of compactedgranular lining or other material as ordered and shall be stabilized to remain firm andintact during the surfacing of subgrade, laying reinforcing steel and placing concrete orother materials thereon.

2. Where necessary, a layer of crushed stone, granular fill, or concrete of sufficientthickness to withstand subsequent construction operations shall be installed below thespecified subgrade elevations and the structural concrete deposited thereon. Ifaccepted by the Engineer, lining may be used. Such material shall be placed in 8"thick layers, each layer being compacted. The finished elevation of any subgrademodified in this manner shall not be above the specified subgrade.

3.04 PIPE TRENCHES

A. General:

1. The alignment, grade and depth of pipe specified on the Drawings shall be determinedand maintained by the Contractor through use of a surveyor's level and pipe laserunless otherwise acceptable to the Engineer.

2. Under ordinary conditions, excavation shall be by open cut with vertical or slopedsidewalls from the ground surface. Paved surfaces shall be neatly cut prior toexcavation beneath. Where the depth of trench and soil conditions permit, tunnelingmay be used beneath crosswalks, curbs, gutters, pavements, tree roots, driveways,railroad tracks, and other surface structures. No additional compensation will beallowed for such tunneling unless otherwise specified.

3. Trenches shall not be open for more than one hundred (100) feet in advance of thecompleted pipe nor left unfilled for more than one hundred (100) feet in the rearthereof without consent of the Engineer. Excavation of the trench shall be fully


completed at least twenty (20) feet in advance of the pipe laying unless specificallypermitted otherwise.

B. Width and Depth of Trenches:

1. Trenches for pipe shall provide at least six (6) inches of clearance on each side of thepipe. Widths of trenches, measured twelve (12) inches above the top of the pipe, shallprovide not more than twelve (12) inches of clearance on each side, except forsheeted trenches, wherein the width between sheeting may be four (4) feet for pipethat is twenty-four (24) inches and less in diameter. Width of trenches greater thanspecified above will be permitted in the vicinity of joints for welded pipe where accessfor the welding of joints is required.

2. Where, for any reason, the width of the lower portion of the trench, measured at twelve(12) inches above top of the pipe exceeds the maximum for the size of pipe, additionalencasement, as required by loading conditions determined by the Engineer, shall beprovided by the Contractor at his sole expense.

3. Ledge rock shall be removed to provide minimum bottom and side clearance of six (6)inches for pipe barrel and hubs. Where encasement is to be placed, it shall be placeddirectly on the rock, and the bottom clearance shall be adjusted as ordered by theEngineer.

C. Earth Subgrade Preparation for Pipes:

1. The trench shall have a uniformly sloped bottom conforming to the grade to which thepipe is to be laid. Unless otherwise shown or ordered, pipe shall be laid on a six (6)inch thick bed of compacted lining.

2. Pipe subgrade preparation shall be performed immediately prior to installing the pipeby accurately grading using hand tools in such a manner that a uniform and continuoussupport on solid ground is provided for each pipe for its entire length.

3. All trenches shall be graded so that the spigot end of the pipe will be accuratelycentered in the adjacent pipe coupling when laid, without raising the pipe off the trenchbottom. Regrading of the trench bottom which is too high will be permitted. Correctionof a subgrade that is too low shall be done only by placing and compacting lining overthe entire width of the trench and regrading.

4. The trench bottom shall be accurately graded prior to excavating coupling holes.

5. Each coupling hole shall be excavated immediately prior to laying the pipe. Couplingholes shall have a length, measured to the elevation of the pipe subgrade, not inexcess of three (3) inches clear at each end of the coupling and shall be of sufficientsize so that no part of the coupling will be in contact with the trench bottom or granularfill.

D. Cradle or Encasement Excavation:

1. Where cradle or encasement is required, the excavation elevation will be determinedby the required depth of encasement in each case. Unless otherwise authorized by theEngineer, cradle or encasement shall extend across the full width of the trench. In thecase of cradle or encasement of pipe in a sheeted trench, the concrete or flowable fillmay be placed directly against sheeting which is to be left in place or directly againstgreased sheeting if the sheeting is to be removed.

2. Use flowable fill unless otherwise directed.


3. Coat encased pipe and appurtenances with grease or wrap in sheeting prior to placingflowable fill or concrete.

3.05 REMOVAL OF WATER

A. General:

1. The Contractor shall, at all times maintain proper and satisfactory means and devicesfor the removal of water entering the excavations and shall remove all such water asfast as it may collect, in such a manner as will not interfere with the progression of thework.

2. Removal of water shall include the construction and removal of cofferdams, sheetingand bracing, excavation and maintenance of ditches and sluiceways, pumps, wellpoints, and other work needed to maintain dry excavations.

3. Water shall not be allowed to rise over or come in contact with any masonry, concreteor mortar, until at least twenty-four (24) hours after placement, and no stream of watershall be allowed to flow over such work until such time as the Engineer may permit.

4. Any excavation which extends below the ground water elevation at the sites ofstructures shall be dewatered by lowering and maintaining the groundwater beneathsuch excavation until the structure is completed to above the groundwater.

5. Where the upward pressure of water causes a quicksand condition, the Contractorshall install well points to stabilize the subgrade. Where well points are used, thegroundwater table shall be continuously (day and night) maintained to an elevation ofat least twenty-four (24) inches below subgrade or as otherwise required untilcompletion of the backfilling to an elevation of at least twelve (12) inches above thegroundwater table. Well point headers, points, and other pertinent equipment shall notbe placed within the limits of the excavation in such a manner as to interfere withtrenching operations or the construction of pipe or structures.

6. Suitable standby pumping equipment shall be provided to insure the maintenance ofthe water table.

7. Water pumped or drained from any excavation, sewers, drains, or water coursesencountered in the work, shall be disposed of in a suitable manner without injury toadjacent property or the work under construction. No surface water shall bedischarged to sanitary sewers. Sanitary sewage shall be pumped to sanitary sewers orshall be disposed of by an acceptable method. Depositing of mud residues in stormsewers, culverts, or upon traveled surfaces will not be permitted. Any water to bedischarged shall first pass through a settling basin and be treated so as to be free ofsilt, grease, oil, or any other contaminants.

8. Any damage caused by improper handling of water shall be repaired by the Contractorat his own expense.

3.06 STORAGE OF EXCAVATED MATERIALS

A. General:

1. All excavated materials shall be kept neatly piled and trimmed, so as to cause as littleinconvenience as possible to the public. Piles shall not limit visibility at curves orintersections of roadways.


2. All excavated materials shall be kept clear of all sidewalks, driveways, crossings, andany other points that may inconvenience the public. Special precautions shall betaken to permit access at all times to fire hydrants, fire alarm boxes, police and firedepartment driveways, and other points of public occupancy.

3. Where conditions do not permit storage of materials, the material excavated shall beremoved by the Contractor, at his own expense, as soon as excavated. When thepipe or structure is complete, the Contractor shall, at his own expense, bring backadequate amounts of suitable materials as may be required to properly refill theexcavation.

4. If more material is excavated than can be refilled over the completed work , theexcess material shall be spoiled at locations shown on the plans. If onsite spoillocations are not sufficient, or are not shown on the plans, the spoil shall be depositedoffsite at locations selected and obtained by the Contractor.

B. Storage of Sod and Topsoil:

1. Any sod cut during excavation which is to be reused shall be removed and storedduring construction so as to preserve the grass growth, and shall be replaced inposition upon completion of the work.

2. Topsoil suitable for reuse shall be removed and stored separately from otherexcavated material.

3.07 BACKFILLING AND EMBANKMENTS

A. Backfilling of Structures:

1. Backfilling around structures shall not commence until all water and foreign materialsare removed from the excavated area. Backfill around structures may be placed bymachine, provided the work shall be done carefully to prevent damage to the structure.In no case shall backfill materials be allowed to fall directly on a structure until at leasttwelve (12) inches of hand-placed material has been placed thereon and compacted.

2. Backfill around structures not supporting other portions of the work shall be depositedin horizontal layers not more than one (1) foot in thickness and shall be compacted toprevent settlement unless otherwise permitted on the Drawings or by the Engineer.

3. All backfill placed within the confines of a structure, under walkways and paved areasor supporting other facilities shall be placed and compacted in horizontal layers notmore than 8 inches in thickness. Each layer shall be compacted as herein specified.

4. All backfill placed around foundation walls shall be placed in 8-inch layers on each sideof the wall and compacted. Unless the wall is designed to act as a retaining wall, thelevel of backfill on one side of the wall be no more than 2 feet higher than the oppositeside at any time.

5. Backfilling of any wall shall not be commenced until the wall has obtained sufficientstrength.

B. Backfill of Pipe Trenches:

1. All pipe shall be protected from lateral displacement during backfilling operations bybeing adequately embedded in suitable pipe embedment material. A sufficient amount


of pipe embedment material to hold the pipe in rigid alignment shall be uniformlydeposited and thoroughly compacted on each side of the pipe.

2. Pipe embedment materials placed at any point below an elevation twelve (12) inchesabove the top of pipe, or as shown on the Drawings, shall be deposited and compactedin layers not to exceed eight (8) inches in depth on both sides of the pipe. All suchmaterials shall be placed in the trench with hand tools in such a manner that they willbe scattered alongside the pipe and not dropped into the trench in compact masses,large clumps or large piles.

3. Before any cradle or encasement is placed, the pipe shall be braced in all directions toprevent movement or flotation.

4. The portion of the pipe trench between the top of the pipe embedment and the upperlimit of backfill shall be filled with suitable material.

5. Where the trench is within a structure, the ditch-to-ditch limits of any street, road,driveway or other recognized traveled vehicular way, or within other areas supportingother work, the backfill material shall be deposited in the trench in horizontal layers notmore than eight (8) inches in thickness, and each layer shall be independentlycompacted by mechanical means to the degree of compaction specified herein.

6. Where the trench is outside the ditch-to-ditch limits of any street, road, driveway orother recognized traveled way, and outside of other limits of any planned structures,walks or roadways, the backfill material may be deposited in the trench between thetop of embedment and ground surface with somewhat less compaction. In such cases,the backfill materials shall be mounded over the trench to an elevation slightly abovedesired finished grade to allow for settlement and compaction by natural means, andthe Contractor shall return to the area to remove any excess materials remainingabove finished grade or add sufficient additional backfill to bring the completed work tograde. If a hazard should be created at any time by excess materials or by settlementbelow finished grade, the Contractor shall immediately remove such excess or addadditional backfill.

7. Any additional material added during cleanup operations, or at any other time toprevent or remove a hazard, shall be placed in horizontal layers not more than eight(8) inches in thickness, with each layer adequately compacted by mechanical means.

C. Embankments:

1. Embankment construction shall include all fills to support roadways, structures, orother facilities.

2. The entire surface to be covered with embankment shall be stripped of all grass,vegetation, topsoil, rubbish, soft or saturated soils, or other unsuitable materials beforeany embankment material is placed.

3. Upon completion of stripping, the entire embankment area shall be graded smoothwith positive pitch to drain. The area shall then be sealed with not less than 5 passesof a smooth drum (vibratory) roller. The area shall then be proof rolled using a tandemaxle dump truck with a gross loaded weight of not less than 65,000 lbs. When sodirected by the Engineer, all soft or yielding areas shall be undercut to the depthdirected, regraded, sealed, and proof rolled.

4. Embankment materials shall be placed in horizontal layers not exceeding eight (8)inches in thickness, measured after compaction, and shall be thoroughly compacted as


specified. Stones, if any, shall not exceed six and one-half (6-1/2) inches in greatestdimension and shall be well distributed throughout the mass.

5. Where embankment is to be constructed across ground which will not support theweight of the construction equipment, the fill may be constructed by first placing alayer of granular material, up to three feet thick, to obtain a satisfactory bearing.

3.08 COMPACTION

A. General:

1. Sheepsfoot rollers shall be used to compact all cohesive soils and shall have a weighton each row of feet to provide a contact pressure of not less than two hundred normore than five hundred pounds per square inch of foot surface (200 - 500 psi).

2. Pneumatic tired rollers shall be used to compact non-cohesive soils and shall be soconstructed that the weight per tire shall not be less than one thousand (1000) normore than two thousand (2000) pounds. Pneumatic tired rollers shall have a width ofnot less than four (4) feet and not more than seven (7) feet.

3. Vibratory rollers and tampers shall be properly sized for the work.

4. Trucks or other heavy equipment shall not be operated over pipe lines or other buriedfacilities until a minimum of twenty-four (24) inches of backfill above the item has beenplaced and properly compacted by tampers or other approved methods.

B. In Roadways:

1. Each layer of embankment material shall be thoroughly tamped or rolled to 95% of themaximum dry density (as determined by ASTM D-698 for cohesive soils, and/or ASTMD-1557 for non-cohesive soils) by sheepsfoot or pneumatic rollers, mechanicaltampers, or vibrators, unless satisfactory compaction is obtained by the travel of trucksand earth moving machines. Successive layers shall not be placed until the layerunder construction has been thoroughly compacted.

C. Under Structures and in Pipe Trenches:

1. Where noted on the Drawings or where walks, roads, driveways, structures, pipelines,pavements, or other improvements are to be built on the backfill, all backfill shall becompacted to not less than 95% of the maximum dry density as determined by theModified Proctor Test in accordance with provisions of ASTM D-1557.

2. Structural Fill, Special Backfill, Granular Base Course, and Special Backfill Mix shallbe placed in horizontal layers not more than eight (8) inches in thickness and eachlayer shall be compacted to not less than 95% maximum dry density as determined byASTM D-1557.

3. All lining or pipe embedment shall be compacted to not less than 95% of maximum drydensity as determined by ASTM D-1557.

D. In Grassed Areas:

1. All lining or pipe embedment shall be compacted to not less than 95% of maximum drydensity as determined by ASTM D-1557.

2. For backfill placed in grassed areas where no structures or other improvements areshown or indicated, the degree of compaction shall be not less than 85% of maximum


dry density as determined by ASTM D-1557 or the minimum density which will preventsettlement, whichever is higher.

E. Moisture Control:

1. Where required, the Contractor shall, at his own expense, add sufficient water prior torolling and tamping to assure complete consolidation of the fill material. If, due to rainor other causes, the material is too wet for satisfactory compaction, it shall be allowedto dry as required or removed and replaced, before compaction.

3.09 MAINTENANCE

A. General:

1. The finished turf, pavement, sidewalks, curbs, driveways, gutters and culverts shall bemaintained in satisfactory condition during the guarantee period of the Contract.

3.10 FIELD QUALITY CONTROL

A. Density Control:

1. Field control testing may be ordered, at any time, by the Engineer during or afterbackfilling. All testing shall be performed by a laboratory acceptable to the Engineer atthe Contractor's expense.

2. When so directed, Contractor shall excavate test pits into backfills to permit densitytesting. Such test pits shall be completed at the Owner’s expense, includingappropriate backfilling.

B. Tolerances:

1. Unless otherwise shown or specified, the allowable tolerances from finished gradesand elevations shown on the Drawings shall be:

a. to the nearest 0.01 foot, plus or minus, when shown to hundredths of a footb. to the nearest 0.05 foot, plus or minus, when shown to tenths of a footc. to the nearest 0.5 foot, plus or minus, when shown in feet.

END OF SECTION

GEOTEXTILE11.11 2270-1

TECHNICAL SPECIFICATION Section 2270DIVISION 2

GEOTEXTILE

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Under this Section, the Contractor shall provide geotextile fabric for use as afiltering, protection or separation medium.

2. The installation shall include lay down, anchorage, seaming and backfill.

1.02 QUALITY ASSURANCE

A. Standards:

1. Tests established by ASTM (American Society for Testing and Materials) shall beused.

2. Testing shall be as required by the quality control plan, Section 1401, or if no qualitycontrol plan is included in the specifications, as shown on the plans.

1.03 SUBMITTALS

A. Test Reports:

1. The Contractor shall submit published Minimum Average Roll Values for testsrequired by Section 2.01(B) of this specification for review by the Engineer prior toordering.

B. Samples:

1. Three (3) samples of the geotextile, each measuring 16" x 22" shall be submitted atthe time of the test report submission.

C. Additional Data or Test Results:

1. If the Engineer requires additional data, samples or tests to demonstrateconformance with the Technical Specifications, they shall be furnished prior toordering.


A. Delivery and Protection:

1. Geotextile shall be delivered in full, unopened rolls, each roll with a tag bearing themanufacturer's name and material designation.

2. Each shipment shall be accompanied by a complete shipping and packing list whichitemizes the quantity, type and manufacturing plant, Lot No. and Roll No.

3. Rolls of geotextile shall be tightly wrapped and sealed in factory applied wrappers,and shall be protected from exposure to weather and sunlight prior to, during andafter transport.

GEOTEXTILE2270-2 11.11


2.01 GEOTEXTILE FABRIC

A. Description:

1. The geotextile shall be a non-woven needle punched fabric composed ofpolypropylene fibers formed into a stable network such that the fibers retain theirrelative position. The material shall be made of a polymer which is resistant to rot,mildew, freeze/thaw cycles, chemical attack, and other conditions likely to beencountered during usage of a geotextile. The fabric shall be manufacturedspecifically for civil engineering applications.

2. The geotextile fabric shall be manufactured and supplied in rolls of sufficient widthand length suitable for use. Minimum width shall be 12'-6".

3. Fabric shall conform to NYSDOT Section 207 and shall be appropriate for theintended use.

B. Physical Requirements:

1. Type 1 geotextile shall be Mirafi 160N or shall meet or exceed the followingperformance criteria:

Property Test Method Value

Grab tensile strength ASTM D4632 160 lbs.

Trapezoid tear strength ASTM D4533 60 lbs.

Grab tensile elongation ASTM D4632 50%

Apparent opening size (Std. sieve size) COE CW-02215 70

Weight 6.8 oz./sq.yd.

Permitivity (ψ) (min.) ASTM D4491 1.5 sec.-1

CBR puncture strength ASTM D6241 410 lbs.

Flow rate ASTM D4491 110 gal./min./ft.2

UV resistance @ 500 hrs. ASTM 4355 70% strength retained

GEOTEXTILE11.11 2270-3

2. Type 2 geotextile shall be Mirafi 180N or shall meet or exceed the followingperforming criteria:

Property Test Method Value

Grab tensile strength ASTM D4632 205 lbs.

Trapezoid tear strength ASTM D4533 80 lbs.

Grab tensile elongation ASTM D4632 50%

Apparent opening size (Std. sieve size) ASTM 4751 80

Weight 8.48 oz./sq.yd.

Permitivity (ψ) (min.) ASTM D4491 1.4 sec.-1

CBR puncture strength ASTM D6241 500 lbs.

Flow rate ASTM D4491 95 gal./min./ft.2

UV resistance @ 500 hrs. ASTM 4355 70% strength retained

3. All strength requirements are Minimum Average Roll Values.

4. If type is not indicated on plans, Type 1 shall be supplied.


3.01 INSTALLATION

A. Inspection and Preparation:

1. The Contractor shall inspect all geotextile upon delivery to verify proper materialsand quantities have been supplied, and that the materials are suitable forinstallation.

2. The subgrade shall be properly graded, compacted, and free of all protrusionsand/or sharp objects prior to installation.

B. Installation:

1. When placed on prepared subgrades for roadways, etc., geotextile shall beoverlapped a minimum of twelve (12) inches on all edges.

2. When geotextile is placed on unstable subgrades, on slopes steeper than 10%, orused in landfill liners or covers or otherwise indicated on the drawings, overlaps shallbe sewn.

3. Geotextile rolls shall be cut and laid flat such that buckling or bulging does not occur.

4. Maintain geotextile in proper position using sand bags or other suitable means untilbackfilling operations have been completed.

5. Unless waived by the Engineer, no vehicle traffic shall be permitted on the geotextileuntil a minimum 12" layer of backfill is placed and compacted.

GEOTEXTILE2270-4 11.11

C. Seaming:

1. Where specified, all geotextile seams shall be sewn using a compatible thread.The thread shall be made of an acceptable polymer which is resistant to rot, mildew,freeze/thaw cycles, chemical attack, and other conditions likely to be encounteredduring usage of a geotextile.

2. Thread color shall contrast that of geotextile.

3. Seaming shall use a true lock type stitch.

4. Sewing operations shall employ a thread tension which properly secures thegeotextile without cutting the material.

5. The sewing operation shall use a "J" seam secured with a minimum of three (3) rowsof four-stitch per inch, single thread stitch.

6. Sewn seams shall develop not less than 60% of the minimum strength andelongation parameters specified for the geotextile.

7. Alternate methods of sewing will be accepted provided the technique isdemonstrated to develop at least 60% of the minimum parameters specified.

END OF SECTION

BELOW GRADE SEWERS10.17 2400-1

TECHNICAL SPECIFICATIONS 17-57 Section 2400DIVISION 2

BELOW GRADE SEWERS

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Under this Section, the Contractor shall provide buried storm and/or sanitary sewerpipe, fittings and appurtenances. The installation of sewer pipe and fittings shallbe in accordance with the manufacturer's recommendations, ASTM D-2321 or asspecified herein, whichever is more stringent.


A. Applicator Qualifications:

1. Only workmen skilled in the installation of the specified pipe shall be employed. Ifrequired by the Engineer, the Contractor shall provide a representative of the pipemanufacturer to assist the Contractor's personnel in the initial pipelayingoperation.

B. Allowable Tolerances:

1. The maximum allowable variation of the pipe invert from the established specifiedlines and grades shall be plus or minus 0.01 foot at any point.

C. "As-Builts":

1. Contractor shall maintain and provide a set of "as-built" drawings, includingaccurate plans showing the location of all new sewers using a minimum of 3 ties toall cleanouts, manholes, laterals, structures and service tees. All pipes, cables orconduits crossing or intercepted by the trench excavations shall be shown. Invertelevations of all manholes, service tees and terminal ends of all laterals shall beaccurately shown. The final slopes and depth of sewers at not more than 100 footintervals shall be shown.

1.03 SUBMITTALS

A. General:

1. Submit manufacturer's data and drawing of all pipe and fittings.

2. Submit manufacturer's certification that all material conforms to specifications.

3. Provide dimensional drawings for all fittings.

4. Submit leakage test documentation for each test, including those which do notpass.

5. Submit as-built plans upon completion.

BELOW GRADE SEWERS2400-2 10.17


A. General:

1. No pipe shall be unloaded at the job unless accompanied by certified copies of testreports showing compliance with specifications.

2. If delivered pipe is to be stored on private or public property, the Contractor shallfirst obtain written permission from each property owner.

3. The Contractor shall use all means necessary to protect all materials before,during and after installation.

4. Damaged materials shall not be used.

5. Cast iron pipe and fittings shall be handled with padded slings or other acceptableequivalent.

6. In the event of damage, the Contractor shall obtain replacements to theacceptance by the Engineer.


2.01 MATERIALS

A. General:

1. All pipe joints shall have bell and spigot type joints with factory installedelastomeric ring gaskets.

2. Exterior sewers shall be ductile iron or PVC as shown; interior sewers shall be castiron.

B. Plastic:

1. Pipe:

a. PVC sewer pipe and fittings up to 15" in diameter shall conform to ASTMD-3034; SDR-35.

b. HDPE pipe shall be corrugated bell and spigot HDPE sewer pipe meetingAASHTO M294, and shall have Type S (smooth) interior.

2. Pipe and fittings shall be new; pipe in lengths from 12 to 20 feet.

3. Joint connections shall conform to ASTM D-3212.

4. Gaskets shall conform to ASTM F-477 and shall be installed on all pipe joints andfittings.

C. Ductile Iron:

1. Ductile iron sewer pipe shall conform to ASTM A-746, Class 52; or AWWA C-131,pressure class 350 with cement lining conforming to AWWA C-104 with an asphaltseal coat.

2. Fittings shall be ductile iron conforming to AWWA C-110 with cement and asphaltlinings.


3. Where installed within 10 feet of a water main, ductile iron sewers shall bepressure tested to 150 psi in accordance with AWWA C-600.

D. Elastomeric Plastic Couplings:

1. Flexible, non-pressure pipe couplings shall be used only where specifically shownon the drawings or expressly permitted by the engineer for making closure orconnection between existing and new sewers.

2. Couplings shall consist of the following:

a. EPDM sleeve meeting ASTM C-923.b. Stainless steel, Series 304, clamp bands, meeting ASTM C-923 and

A-617.


3.01 GENERAL

A. Pipe and Fittings:

1. Before installation, the Contractor shall inspect each section of pipe for roundness,dimensional tolerance and physical defects. Pipe not meeting the requirementsshall be rejected.

2. All rejected pipe and fittings shall be removed from the site at the end of each day.

3. All pipe and fittings shall be installed in accordance with manufacturer'srecommendations, this Section, or ASTM D-2321, whichever is more stringent.

4. Care shall be taken to lay sewer pipe to the line and grade on a prepared earthsubgrade as shown, specified or ordered.

5. No pipe shall be laid upon a foundation in which frost exists, or where unstableconditions exist.

6. Connections to all structures shall be made using a flexible watertight fitting,AKor-N-Seal@, Press-Seal PSX; or equal.

B. Existing Conditions:

1. Prior to Work, the Contractor shall carefully inspect all pertinent work of othertrades and verify that all such work is complete to the point where this installationmay properly commence.

2. Throughout the work, protect the work of all other trades.

3. In the event of discrepancy, immediately notify the Engineer. Do not proceed withinstallation in areas of discrepancy until all such discrepancies have been fullyresolved.

C. Pipe Slope:

1. All pipe shall be laid at uniform and continuous slopes as shown on the plans or asspecified in the following table.


Minimum Slopes

Pipe Diameter (inches) Target Minimum Slope Absolute MinimumSlope

2 4.9% (5/8"/ft.) 3.1%

3 2.8% (3/8"/ft.) 1.8%

4 2.0% (1/4"ft.) 1.2%

6 1.1% (1/8"/ft.) 0.70%

8 0.48% (1/16"/ft.) 0.40%

10 0.36% 0.28%

12 0.28% 0.22%

15 0.21% 0.15%

2. The Atarget minimum@ slope shall be used in all cases except where the Engineerpermits, the absolute minimum slope may be used.

D. Watertightness:

1. All pipe and fittings shall be watertight upon completion of installation.

2. All pipe shall be tested for leakage.

3.02 PREPARATION

A. Pipe Bed:

1. With the exception of placing the pipe in concrete bedding, each length shall belaid and fully supported in a bed of compacted granular materials (lining) as shownon the Drawings, specified or ordered by the Engineer.

2. Subgrade preparation shall include hand excavation for pipe bells.

3.03 INSTALLATION

A. Location and Grade of Sewer Lines:

1. Sewer lines and appurtenant structures shall be staked to the lines and gradesshown on the Drawings or otherwise required.

2. The Contractor shall use appropriate surveying equipment (transit, level, etc.) incombination with a pipe barrel laser to maintain proper grade and alignment of thepipe. The Contractor, in using such instruments, shall be solely responsible formaintaining them in proper condition and adjustment. Only personnelexperienced in their use shall be employed as operators of the instruments. TheContractor shall be fully responsible for maintaining proper alignment and gradesand elevations shown within 0.01 feet, plus or minus.

3. For interior sewers or exterior sewers less than 100 feet in length, and only with theexpressed acceptance by the Engineer, the Contractor may maintain the grade


and alignment by the use of a string line. The string line shall be supported abovethe ground surface on batter boards spaced not exceeding 40 feet apart and rigidlyanchored to, and supported by, substantial posts driven into the ground on eachside of the trench. No fewer than three batter boards shall be used at all times asa check on the accuracy of the string line.

4. Wherever possible, sanitary sewers shall be laid at least 10 feet horizontally fromany existing or proposed water main. Should conditions prevent such lateralseparation, the sewer shall be laid a minimum of 18 inches above or below and atleast 24" to the side of the water main. If neither of the foregoing installationmethods is possible, the sewer shall be constructed of mechanical joint ductile ironpipe, and pressure tested to 150 psi to determine watertightness.

5. Whenever sanitary sewers must cross watermains, provide a minimum of 18inches vertical separation. If this cannot be accomplished, the sewer shall beconstructed for a minimum of 10 feet on each side of the crossing with ductile ironpipe with the joints as far as possible from the watermain. Install thoroughlycompacted special backfill or concrete as a saddle between the two pipes at thecrossing.

B. Pipe Support:

1. Where the pipe is to be laid with concrete bedding, encasement or backfill, thepipe shall be laid to grade and supported on acceptable concrete blocks at not lessthan five foot on center. The pipe shall be securely blocked and braced to preventmovement and the concrete shall be placed on each side until it has risen abovethe pipe. Where forms are required, they shall be set prior to the laying of pipe,and shall not be removed until the concrete has thoroughly set. The trench shallnot be backfilled until the concrete has thoroughly set.

C. Pipe Placement:

1. No pipe shall be laid until the preceding length has been properly aligned andsecured.

2. The installed pipe shall not be disturbed in any manner, and its grade andalignment shall be maintained during pipe jointing and backfilling operations.

3. Pipe laying shall begin at the low end of a run and proceed upgrade; sockets shallbe at the uphill end.

4. Prior to lowering pipe into the trench, the upstream end (bell) of each pipe shall becapped. The caps shall be left in place until immediately prior to laying the nextupstream length.

5. The Contractor shall ensure that each pipe joint is clean before making theconnection and that the pipe interior is clean when installed. Sewers shall be keptclean until final acceptance.

6. The pipe shall be fitted together and matched so that there shall be no shoulder orunevenness along the pipe, and so that alignment and slope are correct.

7. Pipe shall not be trimmed except for closure, and pipe not making a good fit shallbe removed.

8. Where joining of different classes or types of pipe is required, only fittings of correctsize and type to make a true and watertight joint shall be used.


D. Backfilling:

1. Backfilling shall be performed in accordance with ASTM D2321 or Section 2220 ofthe Technical Specifications, whichever is more stringent.

2. The first layer of backfill shall be placed in lifts on each side of the pipe up to thespring line of the pipe and thoroughly compacted. Lifts shall be placed andcompacted in horizontal layers not more than 8 inches thick.

3.04 CLEAN UP

A. General:

1. The Contractor shall clean up and dispose of all waste materials which have beenbrought onto job or which have accumulated as a result of work. Cleanup shall becompleted on a daily basis.

END OF SECTION

CATCH BASINS AND DROP INLETS10.17 2516-1


CATCH BASINS AND DROP INLETS

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. The Contractor shall provide catch basins, drop inlets and lawn basins, as shownon the Drawings and as specified herein.

B. Definitions:

1. Catch basins are structures serving as inlets for surface water with the bottom ofthe structure below the outlet pipe to trap and retain solids.

2. Drop inlets serve as inlets for storm or surface water with the bottom of thestructure at the same elevation as the outlet invert.

3. In this specification, drop inlets will be referred to as catch basins forsimplification.

4. Lawn basins are light duty catch basins intended for use in non-traffic areas.

1.02 SUBMITTALS

A. General:

1. Contractor shall, prior to any installation, submit a complete list of all materials tobe used for all Work described in this Section. This submittal shall include aschedule of all structures showing all pertinent elevations and pipe orientations,including premanufactured products.

2. Shop drawings shall include all details and data for sections, slabs, steps, framesand covers, location and size of openings and other features. All manufacturedmaterials proposed for use shall be fully detailed.

1.03 PRODUCT DELIVERY, STORAGE AND HANDLING

A. General:

1. All materials shall be delivered and stored in such a manner and in suchquantities to ensure safe and timely progression of the work.

2. The Contractor shall protect all materials and work against damage.

3. The Contractor shall replace, at his sole expense, any materials which arecracked, bent, damaged or ruined during transit or construction.

CATCH BASINS AND DROP INLETS2516-2 10.17

PART 2.00 – PRODUCTS

2.01 MATERIALS

A. Catch Basins and Drop Inlets:

1. Catch basins shall be constructed of precast concrete unless otherwise shown orpermitted by the Engineer. Unless shown otherwise and at the Contractor'soption, round or square structures will be acceptable.

a. If round, precast concrete sections shall conform to ASTM C-478.Structures shall have a minimum wall thickness of four (4) inches andminimum inside diameter of forty-eight (48) inches. Compressivestrength of the concrete shall be 4,000 psi at seven days, a maximumwater-to-cement ratio of 0.40 lbs./lbs. and the maximum permissibleabsorption shall be 8 percent. Sections shall be reinforced with at leastone cage of steel placed near the center of the wall. The minimumlongitudinal area of steep per lineal foot shall be 0.07 square inches.Arch or circular openings shall be provided as required.

b. If square, the minimum inside dimensions shall be 36". Remainingdetails shall conform to ASTM C-478, except reinforcing shall be not lessthan that required to withstand the specified loadings and in no case lessthan 0.10 sq. in. per lineal foot.

2. Top slabs and walls of catch basins shall be detailed, designed and constructedto withstand AASHTO H-25 loading, including an impact factor of 1.75.

3. Concrete used in precast concrete structures shall contain 5-7% entrained air toprotect from moisture and freeze/thaw damage.

4. Bases of catch basins and drop inlets shall be established at not less than fiveand one half feet below finish grade.

B. Castings:

1. All castings specified or shown shall meet ASTM A-48, Class 35B for gray iron.

2. Castings for lawn basins shall be pattern No. 1351 by Syracuse Castings SalesCorp; Series No. R-6450 by Neenah Foundry Corporation; or acceptableequivalent.

3. All castings, except for lawn basins, shall be fabricated to withstand AASHTO H-25 loading.

C. Steel Grating:

1. Steel grating shall be rectangular type meeting ASTM A-36 and the requirementsof New York State Department of Transportation Standard Detail Sheet 655-R1.

2. Grating shall be NYSDOT size No. 6, approximate grate size 2'-1" x 2'-2".

3. Welds on inside of frame and outside of grating shall be ground smooth.

4. Frame and grating shall be hot dip galvanized in accordance with ASTM A-123,and shall be sand blasted before galvanizing to remove all mill scale, rust, weldslag and loose weld splatter.

CATCH BASINS AND DROP INLETS10.17 2516-3

5. Grating shall be designed to withstand AASHTO H-25 loading.

E. Steps:

1. Steps, if required, shall be installed in vertical alignment spaced 12 inches oncenter, under the grate to permit access.

2. Steps shall be copolymer polypropylene plastic PS-2-PF consisting of 1/2 inchdiameter grade 60 steel reinforcement with an integral copolymer rigid plasticcasting; as manufactured by M.A. Industries, Inc., Peachtree City, Georgia; oraccepted equivalent.

F. Coating:

1. All structures shall receive a seal coating the exterior surfaces. Seal coat shallconsist of a two-coat application of coal tar compound as manufactured byCarboline "Bitumastic Super Service Black"; Tnemec "High Build Tnemecol 46-465", or acceptable, and shall be applied according to manufacturer'sspecification. Total thickness shall not be less than 16 mils.

G. Pipe Entrances:

1. All pipe entrances into catch basins up to and including 20-inch diameter, shallbe made using flexible neoprene boots as manufactured by Kor-N-Seal, Press-Seal or acceptable equivalent, as follows:

a. General: The joint shall be watertight and shall provide 22E angularflexibility in any direction with a minimum of 2" horizontal and verticaldeflection. The joint shall meet ASTM C-923, and shall consist of aflexible boot securely fastened to both the entering pipe and the wall byuse of internal and external clamps and bands.

b. The boot shall consist of neoprene-EPDM blended compound meetingASTM C-443 with a minimum wall thickness of 3/8".

c. The boot shall be secured to the manhole wall with an internal expandingclamp fabricated from 6061-T6 stainless steel. The clamp shall use aself-locking toggle action which forces band to seal, watertight, againstthe wall.

d. The external band shall contract around the outside of the boot to clampand seal the boot to the pipe. The clamp shall be fabricated from 6061-T6 stainless steel and shall tighten using a worm gear type action, orother acceptable method.

2. Pipe entrances larger than 20-inch diameter shall be sealed with non-shrink grouthaving a compressive strength of not less than 5,000 psi at 7 days age.


3.01 INSTALLATION

A. General:

1. Catch basins shall be completely constructed and fitted with frames and gratesas the work progresses as each structure is installed.

2. Coordinate installation with all other trades and work.

CATCH BASINS AND DROP INLETS2516-4 10.17

3. Examine and inspect all existing facilities and other work for discrepancies.Report discrepancies to the Engineer. Do not proceed with work untildiscrepancies are resolved.

B. Precast Units:

1. All catch basins shall be placed on a minimum of six (6) inches of crushed stone.The crushed stone base shall be constructed to provide adequate support to thecatch basin without settlement.

2. Walls of catch basins shall be constructed on concrete bases as shown, precastor cast-in-place concrete bases may be used.

3. Concrete units shall fit together readily; connections shall be seated in a fullmortar bed and wiped smooth.

4. Precast concrete risers shall be used to bring all structures to grade. The top ofthe structure shall have a flat surface formed to receive the first course.

5. When permitted by the Engineer, reinforced, cast-in-place concrete can be usedfor catch basins. Concrete shall be ready mixed concrete meeting ASTM C-94and shall have a 7-day compressive strength of 4,000 psi minimum, air content5-7%. Reinforcing design shall be acceptable to the Engineer. Form ties shallbe cone-type and removed and grouted when forms are removed. Minimum wallthickness shall be 6 inches.

6. All structures shall be set plumb and true, properly aligned with curbing, roadwayor street centerline.

C. Frames and Grates:

1. Frames shall be attached to the structure by bolts and shall be firmly sealed in abed of mortar and be positioned to conform to the adjacent finished grade.

2. Unless otherwise shown or required, the top surface of the grating shall be three-eights (3/8) inch below adjacent paved surfaces or one and one half inches (1-1/2") below adjacent turfed areas.

3. The Contractor shall reset any frames and grates failing to meet finished grades.

END OF SECTION

EROSION CONTROL8.08 2540-1


EROSION CONTROL

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Under this Section, the Contractor shall provide and maintain, in effectivecondition, all temporary and specified permanent erosion control measuresnecessary to prevent damage to the work in progress, adjoining properties, thecompleted work and the environment during the contract duration.

2. Permanent erosion control are those measures shown or specified and willbecome a portion of the completed project.

3. Temporary erosion controls are to be selected and implemented by theContractor to control erosion during the construction of the project. This workshall consist of erosion control measures as shown on the plans or as ordered bythe Engineer during the term of the contract to control soil erosion and waterpollution through use of berms, dikes, dams, sediment basins, fiber mats, netting,gravel, mulches, grasses, slope drains and other devices or methods.

4. The temporary control provisions contained herein shall be coordinated with anypermanent erosion control features to the extent practical to assure economical,effective and continuous erosion control throughout the construction and postconstruction period.

5. Maintenance shall include the following activities: patching and replacing of all siltfencing, hay bales, mulching and other necessary features; removal of soilbuildup from sediment traps and other erosion control structures, includingsuitable disposal of this material; and any other action required to effectivelyprevent erosion and damage by runoff.

B. Submittals:

1. Unless waived, the Contractor shall submit a complete listing of all materials andsupplies necessary for the proper completion of this Work to the Engineer forreview.

2. Details of all permanent erosion control materials shall be submitted to theEngineer for review prior to ordering.

PART 2.00 - MATERIALS

2.01 MATERIALS

A. General:

1. Unless otherwise shown specified or accepted, the following materials shall beutilized:

a. Silt fence: shall be Envirofence as manufactured by Mirafi, Inc.,Charlotte, North Carolina; Propex Geosynthetics, Inc., Chattanooga,Tennessee; or equal.

EROSION CONTROL2540-2 8.08

b. Erosion control mat (Type 1): shall consist of dense mat ofmonofilaments thermally welded together, weighing a minimum of 1.5oz./SF; "Miramat Erosion Control and Revegetation Mat" asmanufactured by Mirafi, Inc., Charlotte, North Carolina; or equal; "Pec-Mat" as manufactured by Greenstreak, Inc., St. Louis, Missouri; completewith suitable anchors and ties or "Landlock Geo Mat 450" by SyntheticIndustries, Chattanooga, Tennessee, or equal.

c. Erosion control mat (Type 2): shall be woven polypropylene fabricdesigned to control erosion during vegetation establishment, weighing2.5 oz./sq. yd.; "Terre Jute" as manufactured by Webtec, Inc., Charlotte,North Carolina; Propex Geosynthetics, of Chattanooga, Tennessee; orequal.

d. Erosion control mat (Type 3) shall consist of a machine assembledblanket whose primary component is clean, weed free straw fromagricultural crops, the straw shall be evenly distributed throughout theblanket to form a thickness of approximately 3/8" with a permissiblevariation of "1/8". The top and bottom of the straw blanket shall becovered with a 3" photodegradable plastic mesh, connected by astitching process. The blanket shall weigh approximately 0.48 to 0.50 lbsper square yard; AV150S@ by Verdol, S-150 by North American Green,Inc., or equal.

e. Hay bales: shall consist of appropriately sized bales securely anchoredusing hardwood stakes. Low grade, musty, spoiled, slightly rotten hay orstraw unfit for animal consumption will be acceptable. All bales shall besecurely wired or tied; bales which lose their integrity shall be replaced.

f. Mulch: shall consist of native hay, as described above, chopped intopieces not longer than 6" and uniformly applied and maintained at adepth of not less than 3" loose thickness.

g. Seed (temporary): seed utilized in temporary erosion control shallconsist of annual rye grass, winter rye or other fast growing acceptableseed.

h. Jute mesh: shall be a uniform open plain wave of undyed andunbleached single jute yarn averaging 130 pounds per spindle of 14,000yards. The yarn shall be of a loosely twisted construction having anaverage twist of not less than 1.6 turns per inch and shall not vary inthickness by more than one-half its normal diameter. The jute meshshall be furnished in firm rolls approximately 225 feet long andapproximately 48 inches wide or as specified or approved. Jute meshshall be woven as follows:

i. approximately 60 warp ends per yard of width; ii. approximately 40 weft ends per linear yard.

Weight of jute mesh shall average 0.9 pounds per square yard (plus orminus 5%).

i. Asphalt binder: shall conform to the requirements of AASHO M 140,Type SS-1 or RS-1, as appropriate. The binder shall be uniformlyapplied to the mulch at a rate of approximately 8.0 gallons per 1,000square feet or as directed by the Engineer, with a minimum rate of 6.0gallons and a maximum rate of 10 gallons per 1,000 square feetdepending on the type of mulch and effectiveness of the binder insecuring the mulch. The Contractor shall consider all adjacent areascarefully during the application of asphalt binder material. He shall takeevery necessary precaution to guard against damaging or disfiguringstructures or property on or adjacent to the areas in which asphalt isapplied. The Contractor shall be held responsible for any such damageresulting from his operations.


j. Rip rap: shall conform to NYSDOT specification for Item 620.02 FineStone Filling, Item 620.03 Light Stone Filling, or Item 620.04 MediumStone Filling as shown on the plans or as directed by the Engineer.


A. Delivery:

1. All products shall be individually enclosed and properly protected to preventdamage or contamination during shipment and storage and shall be prominentlyidentified by manufacturer's name and address, product information, shipmentdate, and quantity. Materials delivered in bulk shall be suitably stockpiled andcovered to prevent loss or contamination due to any cause.

B. Storage:

1. Until installed, factory packaged products shall be stored in their originalunopened containers. If outdoors, they shall be stored on pallets and shall beprotected from the direct rays of the sun under a light colored, heat reflective,opaque cover in a manner that provides a free-flowing air space between thecontainer and cover.


3.01 GENERAL

A. General:

1. In the event of conflict between these specification requirements and pollutioncontrol laws, rules or regulations of Federal, State or local agencies, the morerestrictive laws, rules or regulations shall apply.

3.02 AUTHORITY TO WORK

A. General:

1. The Engineer shall have the Authority to limit the surface area of erodible earthmaterial exposed by clearing and grubbing, excavation, borrow and fill operationsand to direct the Contractor to provide permanent or temporary pollution controlmeasures to minimize damage to adjacent property, contamination of adjacentstreams and other watercourses, lakes, ponds, or other areas of waterimpoundment, and to protect constructed fills and any other portion of the work.

2. Nothing as provided above shall be deemed as a limitation on the contractor incontrolling the work to prevent erosion. Failure by the Engineer to enforce suchlimits shall not relieve the Contractor of his responsibility to control erosion.

3.03 SCHEDULE OF WORK

A. General:

1. At the preconstruction conference or prior to the start of the applicableconstruction, the Contractor shall submit to the Engineer for acceptance, hisschedule and plans for temporary and permanent erosion control work, asrequired for clearing and grubbing; grading near steep slopes, areas witherodible soils, work on swales or at bridges and other structures at watercourses;and other portions or stages of the work. In addition, he shall also submit foracceptance at the same time, his proposed method for erosion control on the

EROSION CONTROL2540-4 8.08

haul roads and borrow pits and his plan for disposal of surplus excavatedmaterials. Work shall not be started until the erosion control schedules andmethods of operations have been accepted by the Engineer. As conditionschange during construction, the Contractor may be required to submit a revisedschedule for acceptance as directed by the Engineer.

2. The Contractor shall incorporate any permanent erosion control features into theproject at the earliest practical time as outlined in his accepted schedule.

3. Temporary control measures shall be used to correct conditions that developduring construction and are needed prior to installation of permanent erosioncontrol. These measures shall fully address conditions that develop duringnormal construction practices, or are a result of the Contractor's selected meansand methods, but are not associated with permanent erosion control features onthe project.

4. Where erosion is likely to be a problem, clearing and grubbing, excavation orfilling operations shall be so scheduled and performed that grading operationsand permanent erosion control features can follow immediately thereafter if theproject conditions permit; otherwise temporary erosion control measures shall beemployed between successive construction stages.

5. As a minimum, temporary erosion controls shall consist of silt fencing at siteboundaries and Type 3 erosion control mat on any slopes exceeding 28.5%slope.

3.04 AREAS OF WORK

A. General:

1. The Engineer may limit the area of clearing and grubbing, excavation, borrowand embankment operations in progress, commensurate with the Contractor'sability and progress in completing finish grading, mulching, seeding and othersuch permanent erosion control measures. Alternatively, the Engineer may orderthe Contractor to provide additional temporary erosion control measures.

2. Under no conditions shall the amount of erodible earth material exposed at onetime by clearing and grubbing, excavation, borrow or fill within the project limitsexceed 150,000 square feet without prior approval by the Engineer.

3. The Engineer may increase or decrease the maximum permitted area of erodibleearth material to be exposed at one time by clearing and grubbing, excavation,borrow and fill operations as determined by his analysis of project.

3.05 INSTALLATION METHODS

A. Manufactured Materials:

1. All manufactured materials shall be installed in strict conformance with themanufacturer's recommendations.

B. Seed (temporary):

1. Seed shall be applied using appropriate methods to result in a uniformapplication at a rate of not less than two (2) pounds of seed per one thousand(1,000) square feet.


C. Mulch:

1. Mulch shall be applied using blowing methods or handspreading. The selectedmethod shall be closely controlled by the Contractor to result in a uniformapplication not less than 3 inches deep. All mulch shall be chopped into pieces6" to 8" in length prior to application.

D. Hay Bales:

1. Each hay bale shall be secured using a minimum of two (2), two inch (2"), squarehardwood stakes of appropriate lengths (4'-0" minimum). All stakes shall besharpened to allow driving through the hay bales without damaging the integrityof the hay bale.

3.06 MEASUREMENT AND PAYMENT

A. Basis of Measurement and Payment:

1. The Engineer shall determine the actual quantity installed; additional paymentwill not be made for laps in material, wasted material, or replacement materials.

2. Where the work is specified to be paid for on a unit price basis and is notattributed to the Contractor's negligence or carelessness, or his failure to properlyinstall permanent controls in a timely manner, the units of work shall bemeasured.

3. Where the work is not included in the contract as a separately priced item, theContractor shall be ordered to perform the work at his own expense, and nomeasurement shall be made. Temporary control measures that are madenecessary by the Contractor's means, methods, sequences, schedules,negligence, carelessness, or failure to install permanent controls shall beprovided by the Contractor at his own expense.

4. Where a unit price contract does not contain a specific payment item fortemporary or permanent erosion control measures, its cost shall be included inother relevant Payment Items so that an accurate cost comparison of bid itemscan be made, and no separate payment shall be made.

5. In case of repeated failures on the part of the Contractor to control erosion,pollution and/or siltation, the Engineer reserves the right to employ outsideassistance to provide the necessary corrective measures. Such costs plusproject administration and engineering costs will be charged to the Contractorand appropriate deductions made from the Contractor's progress estimates.

END OF SECTION

ASPHALT CONCRETE PAVING9.01 2612-1


ASPHALT CONCRETE PAVING

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Under this Section, the Contractor shall construct asphalt concrete pavements laidto the required grade, thickness, and cross sections, as shown on the Drawingsand in accordance with the Specifications.


A. Standards:

1. The general specifications for asphalt concrete, as provided in the New York StateDepartment of Transportation Specifications Section 401, latest revision, shallapply except as herein modified.

B. Allowable Tolerances:

1. The thickness indicated for each of the various asphalt pavement courses is thenominal thickness. The pavement shall be so constructed that the finalcompacted thickness is as near to the nominal thickness as is practical. Atolerance not to exceed 1/4 inch from the nominal thickness of any one pavementitem will be acceptable where the required nominal thickness is 4 inches or less.Where the required nominal thickness of any one pavement item is over 4 inches,a tolerance not to exceed 1/2 inch will be acceptable. However, the sum totalthickness of all asphalt treated courses shall not vary from the nominal thicknessindicated on the Drawings by more than 1/4 inch where the nominal thickness is 4inches or less; by more than 1/2 inch where the total thickness is over 4 inches butnot more than 8 inches; and by not more than 5/8 inch where the total nominalthickness is more than 8 inches.


A. Delivery:

1. The mixture shall be transported from the mixing plants to the work site in tightvehicles previously cleaned. The inside surfaces shall be free of all soil,aggregate or other contaminants prior to loading of the mixture. Each load shallbe covered with canvas to protect it from weather conditions. No loads shall besent out so late in the day as to interfere with spreading and compacting themixture during daylight. The mixture shall be delivered within twenty (20) degreesof the temperature specified by the Engineer.

2. At no time during the manufacture, delivery or compaction of the mixture shall thetemperature be outside the range of 250EF to 350EF.

ASPHALT CONCRETE PAVING2612-2 9.01

3. When necessary, so that the mixture will be delivered on the road at the specifiedtemperatures, truck bodies shall be properly insulated. The inside surface of thevehicles used for the transportation of plant mixes shall be lightly coated, justbefore the vehicles are loaded, with either a whitewash of lime and water, soapsolutions or detergents, as accepted by the Engineer. No solvents or anypetroleum hydrocarbon compounds shall be used. After application, the truckbodies shall be raised for a sufficient time, as determined by the Engineer, to allowthe excess fluid to drain.

1.04 JOB CONDITIONS

A. Seasonal and Weather Limitations:

1. Asphalt plant mix shall not be placed on any wet surface or when the surfacetemperature is less than specified in the following table or when weatherconditions otherwise prevent the proper handling or finishing of the asphaltmixtures as determined by the Engineer.

TABLE OF TEMPERATURE AND SEASONAL REQUIREMENTS

Nominal Compacted LiftThickness Surface Temp. (Min.) Seasonal Limits

3 in. or greater 40 degrees F. May 1 - October 15

Greater than 1 in. and less than3 in.

45 degrees F. May 1 - October 15

1 in. or less 50 degrees F. May 1 - October 15

2. Base and binder courses shall be covered with a surface course prior to the end of thepaving season.

3. Asphalt pavement for temporary detours which are not and will not become part of apermanent pavement will not be subject to the above regulations in regard to temperatureand seasonal limitations.

4. Pavement shall not be placed until all frost has been eliminated from granular base,subbase and subgrade. If borderline conditions exist, Contractor shall excavate a suitablenumber of test pits (as determined by Engineer) to verify that all frost and/or frozen groundhas been eliminated.


2.01 MATERIALS

A. Asphalt Plant Mixture:

1. The composition and materials of asphalt plant mixtures shall comply with NewYork State Department of Transportation Specifications, latest revision, for thepavement mix designated on the Drawings.



3.01 PREPARATION

A. General:

1. Pavement shall be laid in two (2) courses, binder course and top course, unlessotherwise noted on Drawings.

2. Mixtures shall be placed only where the surface to be covered is dry and clean.Mixtures shall be laid only when weather conditions are suitable for placing asrequired in Section 1.04.A of this specification.

B. Preparation of Surfaces:

1. All defective areas in a foundation for a course shall be repaired as ordered, inadvance of laying the asphalt course.

2. The contact surface of all curbing, gutters, manholes, and of adjacent pavementedges shall be painted with approved asphalt material before placing the course.

3.02 INSTALLATION

A. General:

1. The course shall be laid with a self-propelled finishing machine of an approvedtype capable of providing a satisfactory joint between lanes. The finishingmachine shall be operated by an experienced operator. The screed or strike-offassembly of the machine shall effectively produce a finished surface of therequired evenness and texture without tearing, shoving, or gouging the mixture.

B. Placing:

1. Upon arrival, the mixture shall be dumped into the approved mechanical spreaderand immediately spread and struck off to the full width required and to suchappropriate loose depth that when the work is completed, the compactedthickness of mixture required will be obtained.

2. When hand spreading is permitted, the mixture, upon arrival, shall be dumped onapproved dump sheets outside the area to be spread. The mixture shall beimmediately distributed with suitable shovels and other tools and spread with widepaving rakes in a uniform layer of sufficient depth, to result in the completedthickness required.

3. Before rolling is started, the finished surface as struck off by the machine shall bechecked, any irregularities adjusted, and all fat or otherwise contaminated spots orareas from any source shall be removed and replaced with satisfactory material.


3.03 FINISHING

A. Initial Rolling:

1. Immediately after the bituminous mixture has been spread, struck off and surfaceirregularities adjusted, it shall be thoroughly and uniformly compacted by rolling.The surface shall be rolled when the mixture is in the proper condition, as definedin Section 1.03.A.2 of this specification, and when the rolling does not causeundue displacement, cracking or shoving. All courses shall be initially rolled withthe roller traveling parallel to the centerline of the pavement beginning at eachedge and working toward the center. Banked curves shall be rolled starting at thelow side edge and working toward the super-elevated edge. When thecompaction procedure used by the Contractor fails to produce results acceptableto the Engineer, the procedure shall be adjusted to obtain the desired results.Rollers shall move at a slow and uniform speed. The roller drive roll or wheel shallbe nearest the paver.

2. Any displacement occurring as a result of the reversing of the direction of a roller,or from other causes, shall be corrected at once by the use of rakes and addition offresh mixture as required. Care shall be exercised in rolling not to displace theline and grade of the edges of the bituminous mixture. To prevent adhesion of themixture to the rollers, the wheels shall be kept properly moistened with water orwater mixed with small quantities of detergent or other approved material, but in nocase shall a solvent having affect upon the bituminous pavement be used.

3. Any mixture that becomes loose or broken, mixed with dirt, or is in any waydefective shall be removed and replaced with fresh hot mixture which shall becompacted to conform with the surrounding area. Any area showing an excess ordeficiency of bituminous material shall be corrected to the satisfaction of theEngineer.

B. Degree of Compaction:

1. All asphalt concrete pavement courses shall be compacted to a minimum of 97%of the Marshall Mix Design in accordance with NYSDOT 401-2.02 using vibratoryand static rollers appearing on the current NYSDOT approved list.

2. All rollers shall operate at a uniform speed not exceeding 2-1/2 miles per hour (220feet per minute) on all pavement courses. All turning of the compactionequipment shall be completed on material which has had a minimum of one rollerpass.

3. The required number of passes listed below are minimum and may be increasedby the Engineer to achieve the degree of compaction specified herein. One passshall be defined as one movement of the roller over any point of the pavement ineither direction. Static roller passes shall continue until all ruts, ridges, rollermarks or other irregularities are removed from the surface. The Engineer mayalter the compaction procedures for small areas where the specified proceduresare not practical.


REQUIRED NUMBER OF PASSES (MINIMUM)

Pavement Courses

Vibratory Roller Steel-Wheel TandemFinish Roller Static

PassesVibratory Passes (1) Static Passes (2)

Base (Open-GradedEach Lift) 6 2 Not required

Base (Dense Graded) 6 2 Not required

Binder(Dense-Graded) 4 1 2

Top (Dense-Graded AllTypes)

4 1 2

NOTES: 1. The required number of vibrating passes shall be reduced by one-half(1/2) for dual vibrating drum rollers when the drums are tandem and are both inthe vibrating mode.

2. The required number of static passes may be completed by the vibratory rolleroperating in the static mode.

C. Inaccessible Areas:

1. Areas inaccessible to the above rollers shall be thoroughly compacted with avibrating plate compactor or hand tamper.

3.04 FIELD QUALITY CONTROL

A. Level and True Test:

1. The surface shall be tested with a 16 foot straight edge placed parallel to thecenterline of the pavement and with a 10 foot straight edge placed transversely tothe centerline of the pavement at locations selected or acceptable to the Engineer.Variations exceeding 1/4 inch shall be satisfactorily eliminated or the pavementrelaid at no additional cost to the Owner.

B. Compaction and Composition Tests:

1. When specifically requested in the special requirements, the Contractor shallsubmit test results as follows:

Characteristics Test Method Frequency

Gradation and Asphalt Content ASTM D-2172 1 test per 750 tons

Marshall Properties ASTM D-1559 1 test per 750 tons

Compacted Mix Density Asphalt Institute Manual (MS-2) 4 cores per day


3.05 FINAL ACCEPTANCE

A. Conditions:

1. Determinations for final acceptance will be made from cores or thicknessmeasurements taken on the completed pavement. The Contractor shall replacethe cored material in a manner satisfactory to the Engineer.

2. No payment will be made for the extra thickness over and above the indicatedtolerance.

3. No payment will be made for material not meeting the specified requirements.

END OF SECTION

GRANITE CURBING9.16 2621-1


GRANITE CURBING

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Under this Section, the Contractor shall provide granite curbing as shown on thedrawings or as directed by the Engineer.


2.01 MATERIALS

A. General:

1. Curbing shall be of the color and size to match the existing granite curbing. Curbfaces shall match existing granite curbing.

2. The stone shall be sound and durable, free from seams which impair itsstructural integrity and of a smooth splitting and machining character. Naturalcolor variations that are characteristic of the deposit will be permitted. Any curbcontaining discoloration other than cleanable surface stains shall be rejected.

B. Dimensional Requirements:

1. Curb shall be cut to conform to the shape and size of the existing curbing.

2. Straight segments of curbs shall have three feet minimum length.

3. Curved Sections: No minimum length requirements are specified for curbsegments on curves with radii of 200 feet or less. When directed by theEngineer, curb segments on curves with radii 101 to 200 feet shall be cut in 3 to4 straight lengths. Segments on curves with radii of 100 feet or less shall beshaped to the required curvature and the ends cut on radial lines.

C. Finish:

1. Curb surfaces shall match existing curbs.

2. Top surfaces shall be finished to approximately true planes. When sawn,hammered or thermal finishes are applied, no projection or depression shall begreater than 3/16". Saw marks normal to the sawing process will be permitted ifwithin the 3/16" tolerance.

3. Top front arris lines shall be straight and true with no variations greater than 1/8inch measured from a 2-foot straightedge placed along the arris line. Exposedarris lines at the joints shall not project beyond the plane of a split face and shallnot fall under the plane of a split face more than 3 inch.

GRANITE CURBING2621-2 9.16

4. Back surfaces shall have no projection or depression which exceeds a batter of 1inch in 3 inches for a distance of 3 inches from the top.

5. Front exposed faces of straight curbs, when split, shall have no projection greaterthan 1 inch or depression greater than 2 inch measured from a vertical planepassing through the arris line at the top of the split face. For radius units, thefront exposed faces when split, shall have no projection greater than 1-1/4".Front faces below grade shall have no projection or depression greater than 1inch measured in the same manner.

6. Ends of curbs shall be approximately square with the planes of the exposed curbsurfaces and shall be finished so that when curbs are set, no space greater than3/4 inch shall show in the joints for the full length of the exposed joint. The curbends below the pavement surface or shoulder shall break not over 2 inches fromthe joint plane.

7. Drill holes will not be permitted in exposed curb surfaces.

PART 3.00 - EXECUTlON

3.01 INSTALLATION

A. General:

1. The curb trench shall be excavated to not less than 4 inches below the bottom ofthe curb.

2. After the curb trench has been excavated, the bottom of the trench shall becompacted to not less than 95% modified proctor (ASTM D 1557) before settingthe curb.

3. The curb shall then be set true to line and grade on setting beds of dry concretemix in such a manner that cavities are left under each joint between adjacentcurb pieces and under the midsection of each curb piece.

4. Concrete setting beds shall then be placed in the cavity beneath and up the backside of each joint to a point 6 inches down from the top of the curb.

5. Additional granular base course shall be carefully and thoroughly rammed in allspaces under the curb between setting beds, so that the curb will be completelysupported throughout its length.

6. Each piece of curb shall be butted tightly together.

7. After the curb has been set, it shall be backfilled with granular base course in liftsnot thicker than 8" (loose). Each lift shall be compacted to not less than 95%maximum dry density, as determined by ASTM D 1557. Backfilling shall becompleted before proceeding with any further work in the area adjacent to thecurb.

8. The Contractor shall protect the curb and keep it in alignment and first classcondition until the completion of the Contract. Any curb which is damaged at anytime previous to the final acceptance of the work shall be removed andsatisfactorily replaced at the Contractor's expense.

GRANITE CURBING9.16 2621-3

3.02 QUALITY ASSURANCE/CONTROL

A. Alignment and Grade:

1. Completed curb shall be set to the lines shown; at no point shall the face of thecurb be more than 2“off line.

2. Acceptable tolerance on the top of the curb shall be "0.05 feet at any point.

B. Testing:

1. Compaction tests on backfill shall be performed by an independent laboratorymeeting ASTM E-329. Lab shall be acceptable to the Engineer.

2. In-place density test frequencies shall be:

a. On trench bottom: one test per each 500 lineal foot.b. On backfill: one test on each lift for each 500 feet.

END OF SECTION

CONCRETE WALKS10.17 2705-1


CONCRETE WALKS

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Work under this Section includes the construction of concrete sidewalks includingbase preparation, placing, finishing, curing of concrete, protection, surface testingand warranty of the work.

1.02 REFERENCE STANDARDS

A. General:

1. ASTM C-33 - Concrete Aggregates

2. ASTM C-94 - Standard Specifications for "Truck Mixed Concrete".

3. ASTM D-1751 - Preformed Expansion Joint Filler for Concrete Paving andStructural Construction

4. NYSDOT Standard Specifications

1.03 PERFORMANCE STANDARDS

A. Environmental Conditions:

1. It shall be the Contractor's responsibility to perform all work within the prescribedtemperature, moisture and weather limitations imposed herein.

2. Do not place concrete when base surface temperature is higher than 70EF or isless than 45E degrees F or when subgrade or base is frozen.

3. Protect surface of freshly placed concrete from adverse weather conditions,including rain, freezing, damage or defacement from vandalism.

1.04 QUALITY ASSURANCE

A. General:

1. Obtain concrete and all materials incorporated into it from the same sourcethroughout project.

2. Contractor shall provide concrete necessary for independent testing by theOwner’s testing agency.

CONCRETE WALKS2705-2 10.17

1.05 WARRANTY

A. General:

1. For a period of one (1) year after completion, the Contractor shall promptly repairor replace any sidewalk which settles, cracks or becomes damaged due todefective materials or workmanship.

a. If settlement or tilting of "1/4-inch or more as measured along length orwidth each block has occurred, the sidewalk shall be removed and thesubbase restored to proper grade before replacement.

b. If cracking less than 1/4" wide develops, chisel crack to 1/2" width and 1"depth and fill with joint sealant.

c. If cracking greater than 1/4" wide develops, remove and replaceconcrete.


2.01 FORM MATERIALS

A. General:

1. Sidewalk forms shall be either steel or wood, and shall be equal in depth to thethickness of the sidewalk. No piece of forms shall be not less than twelve feet inlength and shall be constructed to result in a straight or rounded configuration,pleasing in appearance.

2. Forms that are too weak, dented, bent, cracked or chipped shall not be used.

2.02 CURING

A. Blankets:

1. Curing shall be by the moist cure method using light colored waterproof paperblankets, quilted covers, polyethylene coated burlap blankets; Transguard 4000,as manufactured by Reef Industries, Houston, Texas, or accepted equivalent.

2.03 BASE COURSE

A. General:

1. Base course material shall be "NYSDOT Item 304.03, Granular Subbase Course -Type II, (aka Crusher Run Stone).

2.04 CONCRETE

A. Cement:

1. Cement shall be a standard domestic Portland cement accepted by the Engineer.Cement shall meet the requirements of ASTM C-150 Type II, unless otherwisespecified.

B. Aggregates:

1. Fine aggregate shall be clean, natural sand free from dust, soft or flaky particles,mica, loam, clay, organic or frozen materials, produced by screening and washing


and shall meet ASTM C-33. Sand shall be subrounded or rounded in shape asdefined by ASTM D-2488.

2. Coarse aggregate shall consist of crushed gravel or crushed stone free fromcoatings and deleterious substances, and shall meet the requirements of ASTM C-33, and sized from one and one-half (1-1/2) inch to 3/8 inch (i.e. size No. 56).

3. The combined fine and coarse aggregate shall be of such composition that whenseparated on a No. 4 standard sieve, the weight passing the sieve shall not be lessthan thirty (30) percent nor more than fifty (50) percent of the total weight.

C. Water and Admixtures:

1. Water used in mixing concrete shall be clean and free from all acid, alkali, ororganic matter and shall be obtained from a public water supply unless specificallypermitted otherwise by the Engineer.

2. All admixtures shall meet ASTM C-260, C-494 and/or C-1017.

D. Concrete Mixes:

1. Concrete shall contain an air entraining agent, added at the time of mixing, in anamount sufficient to produce from five (5) to seven (7) percent entrained air in theconcrete.

2. Concrete shall have a minimum of 28-day compressive strength of 5,000 psi andcontain not less than six (6) ninety-four (94) pound sacks of cement per cubic yardof concrete. The water to cement ratio shall not exceed 6 gal./sack.

3. The maximum slump of fresh concrete, as measured from any portion of any truckload shall not exceed three (3) inches.

4. The temperature at the time of placement as measured from any portion of anytruck load shall not exceed 70E nor be less than 45EF.

E. Reinforcing:

1. Welded wire reinforcement shall meet ASTM A-185 and shall consist of 6" x 6" -W1.4 x W1.4 (10 gauge).

2. Reinforcing shall be supplied in sheets not rolls.

3. All reinforcing shall be lap spliced not less than 8".

F. Concrete Sealer:

1. Concrete sealer shall be BASF Master Protect H400, or equal.

2.05 PREMOULDED JOINT FILLER AND SEALANT

A. General:

1. Expansion joint material shall be bituminous joint filler meeting ASTM D-1751.

2. Joint sealant shall be grey synthetic-rubber base sealing compound, acceptablemanufacturers are Sonneborn SL-1 self-leveling sealant, Dow Corning #890-SLsilicone joint sealant or equivalent.



3.01 ORDER OF WORK

A. General:

1. Excavate to grade, fine grade, compact subgrade, place subbase and compact tonot less than 95% optimum density as determined by ASTM D-1557.

2. Verify that the subbase is properly compacted and graded to receive concrete bychecking density, line and grade.

3. The finished grade and alignment of sidewalk replacement shall match existingconditions, jointing and shape that existed prior to removal, unless otherwiseshown or directed.

4. New concrete walks at street intersections shall be constructed with handicapaccessible type ramps in accordance with regulatory requirements and any detailsshown on the Drawings.

B. Preparation:

1. Prior to the start of each day's concrete placement, the forms shall be placed to theproper alignment and grade and held firmly in place using steel pins or otheracceptable methods.

2. Subgrade and subbase:

a. The subgrade shall be properly graded and free from all bumps,depressions, standing water, roots, organic material and all deleteriousmaterial.

b. The subbase shall be graded, leveled and compacted to a smoothsurface, parallel to the final surface.

c. Moisten subbase prior to placing concrete.

3. Where new or replacement concrete sidewalk is to meet existing sidewalk, theexisting sidewalk shall be removed back to the first expansion or contraction joint.

4. Tree roots which interrupt the proposed alignment and profile on the new sidewalkshall be removed to provide a 4-inch clearance between root and edge or bottomof sidewalk.

5. Any valve boxes, curb stops, manhole covers, etc. located in the sidewalk areashall be adjusted so that the cover is flush with the final top surface of thesidewalk; and shall be left such that the covers are easily removed and function inthe manner in which they were intended. All covers shall be cleaned and restoredto their original condition, free from concrete.

C. Reinforcing:

1. Reinforcing shall be placed prior to concreting.

2. Reinforcing shall be properly tied and supported in place using concrete bricks ormetal chairs.

3. Reinforcing shall be clean and free of any and all coatings, oils or other detrimentalsubstances.


3.02 CONCRETING

A. Concrete Placement:

1. Contractor shall arrange for testing of concrete during placement, closely monitorthe results of the testing, and ensure that concrete meets the specifications.

2. Concrete with excessive slump or which is too cold or too warm, shall beimmediately rejected and removed from the site.

3. Concrete found to have inadequate air content shall be replaced to the extentordered by the Engineer.

4. When placing of concrete is unavoidably interrupted, reinforcing shall be extendedand grooves for bonding future work shall be made. When the work is resumed,concrete previously placed shall be roughened and thoroughly slushed with groutcontaining cement and fine aggregate mixed to the same ratio as that used in theconcrete.

5. Cold weather requirements:

a. Adequate equipment shall be provided for heating the concrete materialsand the forms and subgrade and protecting the concrete from freezing.

b. All concrete, formwork, reinforcing and subgrades shall have a surfacetemperature of not less than 45EF immediately prior to placing concrete.

c. Salts, calcium chloride or other chemicals shall not be used.d. Concrete damaged by freezing shall be removed and replaced at the

Contractor's expense.

6. Concrete work in hot weather:

a. The temperature of the concrete, when placed, shall not exceed 70EFand shall be controlled at the plant. Aggregate stockpiles shall besprinkled with water and delivery schedules shall be carefully planned sothat concrete is placed as soon as practical after it arrives.

b. The Contractor shall arrange for an ample work force to be on hand totransport, place, vibrate, finish and cover the concrete as rapidly aspossible. Preparatory work shall include thorough wetting of all forms,the ground surface just prior to placement.

c. Extra care in placing and finishing techniques shall be utilized to avoidformation of cold joints, poor surfaces and plastic shrinkage cracking.Sun shades, wind breaks, wet burlap coverings and mist sprays shall beused.

7. All concrete shall be consolidated with vibrators prior to screeding. Afterscreeding, the surface shall be tamped prior to floating.

3.03 JOINTS

A. Isolation Joints:

1. Sidewalks shall have transverse isolation joints, 1/2" wide consisting ofpremoulded bituminous joint fill for full depth of concrete, spaced at not more than30 feet intervals.


2. Reinforcing shall be discontinued at isolation joints adjacent to buildings or steps.Reinforcing shall continue through isolation joints between curbs or other sectionsof sidewalk.

3. Sidewalks wider than 10 feet shall contain longitudinal 1/2" wide isolation joints ofpremoulded bituminous joint filler at even intervals not greater than 10 feet apart.

4. Premoulded bituminous joint filler shall be placed between sidewalk and curbs,pavements, buildings, steps, other fixed items and at changes in direction.

a. The top of the premoulded bituminous joint filler shall be set 1/4" belowfinished grade to allow room for the joint sealant.

b. After completion of finishing the concrete, joint sealant shall be installedto completely fill all expansion joints.

B. Control Joints:

1. The top surface of concrete shall be scored and sawn to not less than 1-1/4 inchesdeep at intervals of 3 to 5 feet so that the finished walk will be marked in squaresboth longitudinally and transversely. Contractor shall coordinate joint layout withexpansion joints, intersections and structures.

C. Construction Joints:

1. All construction joints shall have vertical faces.

2. Reinforcing shall extend throughout the joint.

3. Construction joints shall be built with premoulded joint filler and sealant asdescribed herein.

3.04 FINISH

A. Requirements:

1. Vertical faces of concrete to remain exposed after final grading shall receive asmooth rubbed finish.

2. Concrete sidewalk surface to be finished with a brush finish as follows.

a. Place concrete nearly level and slightly above finished grade.b. Vibrate concrete to consolidate and fill all voids.c. Screed to grade.d. Bull float surface.e. Steel trowel to form tight, smooth and impermeable surface.f. After troweling, use broom to form striations.

3. Where walk grades are more than 5 percent and at ramps, the broom finish shallleave striations approximately 1/8-inch deep; otherwise striations shall be 1/16 inchdeep.

4. After brooming, all edges and joints shall be edged with an edging tool, 1-1/2" wideand having a 1/4 inch radius.


3.05 CURING AND PROTECTION

A. Curing:

1. The Contractor shall provide protection from freezing temperatures and vandalism.Concrete shall be kept moist and free of vehicles for at least five days.

2. Moist cure shall include covering with curing blankets and maintaining moisture fora minimum of five consecutive days.

3. Curing blankets shall be installed immediately after finishing.

4. Where necessary to provide vehicular access, provide suitable steel bridgingplates (not supported by the fresh concrete) during the curing process. Moistcuring shall include covering and flooding with water to maintain all surfaces in awet condition.

B. Concrete Sealer:

1. Install concrete sealer after concrete has properly cured and achieved a minimumof 80% design strength.

2. Install concrete sealer in accordance with the manufacturer’s requirements.

3.06 TOLERANCES AND SURFACE TESTS

A. Tolerances:

1. Finished subgrade shall be plus or minus 1/2 inch of proposed grades.

2. Finished subbase course shall be plus or minus 1/4-inch of proposed grade.

3. Finished walk surfaces shall be plus or minus 1/4-inch of proposed grade.

B. Surface Testing:

1. After the concrete has hardened sufficiently to avoid marking the surface, theContractor shall test the surface, longitudinally and transversely, with a straightedge or string line 10 feet long.

2. Areas with high spots of more than 1/4-inch but not exceeding 1/2-inch shall bemarked and ground down. The Contractor shall restore any areas ground down sothat they match the appearance and texture of the adjacent walk surfaces.

3. Where surface deviations exceed 1/2-inch in 10 feet in the new sidewalk, thesidewalk shall be removed to the nearest joints and replaced.

3.07 PROTECTION

A. General:

1. Any sidewalk, constructed or reconstructed, which is subsequently damaged dueto negligence or activity of the Contractor or failure to protect surfaces fromvandalism or vehicular traffic shall be removed and replaced.

END OF SECTION

SITE RESTORATION8.08 2800-1


SITE RESTORATION

PART 1.00 - GENERAL

1.01 DESCRIPTION

A. Work Included:

1. Work under this Section includes rehabilitation of existing lawns, turf, landscapeitems such as trees, shrubs, hedges, saplings, vines, ground cover vegetation,gardens, etc.

2. Also included is rehabilitation of walls, terraces, fences, ditches, drains, culverts,drives, posts, patios, pavements, decorations and appurtenances, small structures,and any other artificial features, disturbed in the work.

3. All areas within the work limits not shown as receiving other surface treatments shallreceive topsoiling, seeding and establishing new lawns and uniform grass growth indisturbed areas.

4. Removal and disposal of all excess materials and debris used for, or resulting fromthe work.

1.02 REFERENCE STANDARDS

A. General:

1. The American Association of Nurserymen Standards

2. ANSI Standard 2-60.1, "Nursery Stock"

3. New York State Department of Transportation (NYSDOT) "Standard Specifications:Construction and Materials"

1.03 SUBMITTALS

A. General:

1. Submit the source nursery for all plantings.

2. Topsoil - submit sieve analysis and all specified characteristics of topsoil.

3. Seed mixture data.

1.04 QUALIFICATIONS

A. General:

1. All planting material shall be furnished from a nursery which meets the requirementsof the American Association of Nurserymen.

SITE RESTORATION2800-2 8.08


A. Delivery:

1. Fertilizer shall be delivered in unopened bags showing weight, analysis and thename of the manufacturer.

2. All seed shall be delivered in unopened bags, showing the weight, analysis andvendor's name.

3. All plantings shall be delivered balled and bagged (B & B).

4. Topsoil shall not be delivered or placed in a frozen or muddy condition.

B. Storage and Protection:

1. If any material is not used immediately after delivery, the Contractor shall store it in aplace acceptable to the Engineer, in such a manner that its effectiveness will not beimpaired.

2. The Contractor shall, at his own expense and, to the acceptance of the Engineer,replace any damaged material.

1.06 ALTERNATIVES

A. Hydroseeding:

1. When permitted by the Engineer and at the option of the Contractor, all areas maybe hydroseeded using acceptable seed mixture, wood fiber mulch, liquid fertilizer,and chopped straw.

2. Hydroseeding, when permitted shall be utilized such that water pollution potential isminimized, including presoaking with clear water, care in the spraying of thematerials and watering after spraying.

1.07 SCHEDULE AND GUARANTEE AND REPLACEMENTS OF PLANTINGS

A. Schedule:

1. The Contractor is advised to do all permanent seeding and planting during theperiods of May 1st to June 15, or August 15th to October 1st. This does not includetemporary seeding provided to minimize storm water pollution.

2. Seeding may be conducted under unseasonable conditions without additionalcompensation, and at the full responsibility of the Contractor.

B. Guarantee and Replacements of Plantings:

1. The Contractor shall guarantee all plant materials to be true to name and size and invigorous growing condition for a period of not less than one year from the date offinal acceptance.

2. Any plant materials found to be unhealthy at any time during the guarantee periodshall be replaced as soon as weather conditions permit.

3. All replacements required during the guarantee period are subject to maintenance,acceptance and a one year guarantee after acceptance of the replacement.



2.01 MATERIALS

A. Topsoil:

1. All topsoil available at the site shall be stripped and stockpiled before excavation isto commence and none shall be wasted unless otherwise ordered by the Engineer.In the event on-site topsoil is not acceptable, or is inadequate to cover the requiredareas, the Contractor shall provide topsoil from other sources.

2. All topsoil shall be free from hard clods, stiff clay, stones over 1" in size, roots, sticks,or any other objectionable material.

3. Topsoil furnished by the Contractor from outside sources shall be from an area fromwhich no topsoil has been taken within the last five years and which are uniform insoil depth, color and texture. Off-site topsoil sources shall be in the ordinary senseof the term, arable and cultivatable.

4. For topsoil furnished from off-site sources, one hundred percent by weight shallpass a one-inch sieve, 97 to 100 percent shall pass a 1/4 inch sieve, not less than20% shall pass the No. 200 sieve and not more than 15% shall consist of clay(smaller than 0.002 mm). Topsoil shall contain 4 to 20 percent organic matter inthat portion which passes a 1/4 inch sieve.

5. The pH value shall be within the range of 6.0 to 7.0 on that portion of the samplewhich passes a 1/4 inch sieve prior to placement.

6. Topsoil shall contain not more than 500 ppm soluble salts and be free of manmadechemical contaminants.

B. Grass Seed:

1. Unless otherwise specified or shown, the following mixture shall be used.Variations may be recommended by qualified personnel, but shall not be usedwithout acceptance by the Engineer.

Percentage by Weightof Mixture Species or Variety

Percentage

Purity Germination

10 Kentucky Bluegrass 85 75

30 Creeping Red Fescue 95 85

15 Perennial Ryegrass 95 85

5 Highland Colonial Bent 95 85

25 Tall Fescue 95 80

5 White Clover 95 85

10 Annual Ryegrass 95 85


2. The seed shall be fresh, recleaned and of the latest crop year. It shall conform to allFederal and State Standards. Each type of grass in the mixture shall meet orexceed the minimum percentage of purity and germination listed for that type ofgrass. The seed mixture shall be mixed by the vendor.

3. Materials other than the above specified pure live seed shall consist of non-viableseed, chaff, hulls and harmless inert matter. The percentage of weed seed shallnot exceed 0.1 percent by weight for the mixture.

C. Fertilizer:

1. Fertilizer shall be free flowing granular material and containing not less than fivepercent nitrogen, ten percent available phosphoric acid and five percent soluablepotash (5-10-5). The fertilizer shall be inorganic or a combination of inorganic andorganic substances. The methods used to determine the various elements shall bethose adopted by the Association of Official Agricultural Chemists.

2. Other commercial fertilizers, such as 10-20-10 or 6-12-6, may be used at ratesadjusted to provide the same minimum quantity of nutrients.

D. Mulch:

1. Straw mulch for grass shall consist of stalks of oats, wheat, rye, native hays, or otheracceptable crops which are free of noxious weeds. Native hay not suitable foranimal feed will also be acceptable, provided it does not contain weed seed.Weight shall be calculated on the basis of straw having not more than 15% moisturecontent.

2. Mulch for tree or shrub plantings shall consist of double shredded hardwood chips,colored red.

E. Plantings:

1. Trees, shrubs, vines, ground cover and other vegetation to be replaced or installedshall meet the requirements of the American Association of Nurserymen and shallconform to ANSI Standard Z-60.1.

F. Other Materials:

1. All other materials required by the work shall be new materials comparable in qualityto those being replaced.

2. Asphalt concrete pavement shall meet NYSDOT standards.

3. Unless otherwise specified, concrete shall conform to ASTM C-94, with a 28 daycompressive strength not less than 4000 psi, shall be air entrained and placed at notgreater than 3" slump.

4. Water shall be provided by the Contractor and shall be clean and free fromdeleterious substances.



3.01 GENERAL

A. Conditions:

1. Prior to commencement of all work, the Contractor shall carefully inspect allpertinent areas and work and verify that all other work is complete to the point wherework of this Section may commence.

2. In the event of discrepancy, the Contractor shall immediately notify the Engineer,and shall not proceed until all such discrepancies have been fully resolved.

3. The Contractor shall coordinate with all other trades to ensure proper interface of allwork.

4. The Contractor shall take all appropriate actions to prevent and control erosionthroughout the work.

3.02 TURF ESTABLISHMENT

A. Fine Grading:

1. Areas requiring topsoil shall be fine graded to within 4 inches of finished grade toprovide a minimum compacted thickness of 4 inches of topsoil at all locations.

2. To insure proper bond with the topsoil, the subgrade shall be harrowed or otherwiseloosened to a depth of three inches prior to placing the topsoil.

3. The surface of the subgrade shall be free from stones in excess of two (2) inches indiameter to a depth of three (3) inches and other deleterious material.

B. Topsoiling:

1. Topsoil shall be spread to such depths that the completed work will conform to thelines, grades, and elevations shown on the Drawings without unsightly variations,bumps, ridges, or other depressions which will hold water. Any stone orobjectionable material shall be removed and the surface raked to true lines. Thiswork shall not be carried on during unsuitable weather.

2. The soil shall be placed, graded and uniformly compacted with a light hand roller tofull depth. When finished, the surface shall be pulverized and smooth ready forseeding. Any settlement or displacement of the topsoil shall be restored to theestablished lines and grades.

C. Fertilizing:

1. The fertilizer shall be uniformly spread by a mechanical spreader at the rate of 25pounds per 1000 square feet and shall be raked into the upper 2 inches of topsoilimmediately after spreading.

2. Lime shall be added in such quantities as necessary to control the pH within thespecified limits.


D. Seeding:

1. After fertilizing is completed, the areas to be seeded shall be loosened to a depth oftwo inches and raked to true lines. All sticks, stones, clods, roots, or otherobjectionable material shall be removed from the soil.

2. Grass seed shall be sown on dry or moderately dry soil at the minimum rate of fourand one-half pounds per one thousand square feet using a brillon seeder or otheracceptable machine in such a manner that a uniformed stand of grass will result.The seeded areas shall be raked in and then rolled once with a light hand roller.

3. Seed shall not be sown when wind velocity exceeds five miles per hour.

E. Mulching:

1. Within 6 hours after the seed is sown, the seeded areas shall be covered with auniform blanket of straw mulch at the rate of one hundred pounds per one thousandsquare feet of seeded area. The mulch shall be watered and anchored by the useof a light covering of topsoil, twine, stakes, or other satisfactory means.

3.03 PLANTING AND TRIMMING

A. Planting:

1. All new plant materials which are to replace existing shall be of the same genus andspecies as the original, and shall be placed in the original location.

2. The size of the new plant materials shall, if practical, match that of the item beingreplaced. Plants shall be set plumb and true.

3. Guy wires, stakes, anchors and wrappings shall be provided to brace and protectthe plantings.

4. As soon as practicable, water all plantings and continue until final acceptance.

5. Apply anti-desiccant, "Wiltproof" by Brighton By-Products, Transfilm by Jack Eden,or equivalent, according to manufacturer's recommendations using an acceptablepower sprayer to result in an adequate film over trunks, branches, twigs and/orfoliage.

B. Trimming:

1. Where it is necessary to trim existing trees, each tree shall be properly pruned topreserve the natural character to the fullest extent practical.

2. All limbs shall be removed back flush with the trunk or nearest larger branch so thatno "dead stubs" are left.

3. Any pruning cuts over 3/4" in diameter shall be painted using an acceptable treepaint.

3.04 MAINTENANCE AND PROTECTION

A. New Seeded Areas:

1. The Contractor shall water newly seeded areas at least once per week between May1 and October 1. Each watering shall provide three gallons per square yard. Any


portions of seeded areas which fail to show uniform stand of grass from any causeshall be reseeded as before, except that fertilizer shall be applied at only one-halfthe original rate. The seeding shall be repeated until the areas of seeding aresatisfactorily covered with grass.

2. Mulch shall be maintained at not less than one inch depth until grass is fullyestablished. The Contractor shall maintain and protect all seeded areas until finalacceptance.

3. The grass shall be maintained at heights between one and a half and two and a halfinches until final acceptance. The Contractor shall mow all seeded areas atsufficient intervals to maintain the specified height. Any defects occurring duringthe guarantee period shall be repaired by the Contractor at his own expense.

4. The Contractor shall remove all mulch once the grass is properly established.

B. Acceptance of Seeded Areas:

1. Acceptance of seeding will not be made until an acceptable uniform stand of grass isobtained.

2. Upon acceptance by the Engineer of a seeded area, the Owner will assumeresponsibility for maintenance and protection of the established lawn.

C. Plantings:

1. Plantings to be maintained for not less than one full year after acceptance.

2. Trees and shrubs shall be watered, cultivated, pruned, weeded and sprayed as wellas all other items necessary to the proper care of trees and shrubs until finalacceptance of the work.

3.05 RESTORATION OF UNCULTIVATED LANDS

A. Areas of Uncultivated Land Shall be Restored as Follows:

1. The disturbed surfaces within highway right-of-ways, road shoulders and similarareas not maintained as lawns shall be graded to the grades shown, or to originalelevations ("1 inch) if new grades are not shown and to the general appearancewhich existed prior to construction. All debris, loose stones over 1 inch, boulders,etc., shall be removed to a depth of three inches. The surface shall then befertilized and then seeded at the rate of 1.25 lbs. per 1,000 square feet.

2. Mulching and maintenance shall be provided until final acceptance.

B. Areas of Pavements:

1. Restoration within any highway right-of-way shall conform to the requirements of theagency with jurisdiction.

2. All cuts in existing pavements shall be vertical and shall be sawn. All jointsbetween existing and new pavements shall be smooth and sealed after the newpavement is installed. All cuts shall be in straight lines at right angles to centerlinesor edges. Cuts shall be straight for not less than twenty feet in length.

3. Base course shall conform to NYSDOT specifications and thickness shall matchexisting, except in no case shall thickness of less than 4" be provided.


4. Concrete curbing shall conform to NYSDOT specifications and plan details.

5. Unless otherwise specified, concrete sidewalks shall conform to NYSDOTspecifications and plan details.

6. All pavements shall be replaced with asphalt concrete at least as thick as existingand in no case less than 2" shall be provided. Pavement shall be installed in twolifts (minimum); lift thickness shall not exceed 4".

7. Traffic control markings shall be painted with Sherwin Williams "Pro-Mar" alkydtraffic marking paint, Series B29.W.1 (white) and B29.W.2 (yellow). Parking lotstriping shall be white, highway entrance markings shall match color of existinghighway traffic markings. Application rate shall not exceed 116 S.F./gallon.

8. All signs shall conform to the NYSDOT MUTCD and shall be installed per NYSDOTstandards. The location of all signs shall be staked and accepted prior toplacement.

9. Corrugated beam guide rail shall be installed in conformance with NYSDOTstandard specifications, Section 606 and NYSDOT standard drawings.

3.06 REPAIRING DAMAGE

A. Damaged Trees:

1. Vegetation which has been damaged and is deemed non-functional by theEngineer, shall be replaced by the Contractor with vegetation of the same caliper,genus and species at no additional compensation.

B. Damaged Features or Facilities:

1. Any other feature or facility damaged during the work shall be repaired or replacedto the full satisfaction of the Engineer.

3.07 CLEANUP

A. Site:

1. The Contractor shall clean up and dispose of any debris, waste material or refusethat has been brought onto or accumulated as a result of the work.

END OF SECTION

STSTST

STSTST

STSTSTST

ST

ST

ST

ST

ST

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xx

x

x

xx

xx

x

xx

x

248

248

249

248

248

248

248 24

9 249

249

248

248

249

249

249

NATIONAL OCEAN SERVICE

WATER LEVEL GAGE STATION BUILDING

TO REMAIN

REMOVE AND REPLACE

EXISTING CONCRETE CURB

BENCH MARK: NATION GEODETIC SURVEY DISK

(WATER LEVEL SURVEY CONTROL MONUMENT)

DESIGNATED: 831 1030 32B

ELEV. = 249.55

8" STEEL

8" STEEL

8" STE

EL

8" STEEL

8" STEEL

CB

EXISTING ASPHALT WALKWAY

TO REMAIN

OUTLET NOT LOCATED

END OF EXISTING

CONCRETE CURB

NEW ASPHALT SAW CUT

EXISTING

LIGHT POLE

TO REMAIN

EXISTING

LIGHT POLE

TO REMAIN

EXISTING

LIGHT POLE

TO REMAIN

FLOW

ST. LAWRENCE RIVER

RECENTLY INSTALLED

ASPHALT PAVEMENT

(TO BE REMOVED)

REMOVE EXISTING

CONCRETE SLAB

STSTST

STSTST

STSTSTST

ST

ST

ST

ST

ST

8" STEEL

8" STEEL

8" STE

EL

8" STEEL

8" STEEL

CB

REMOVE EXISTING CONCRETE CURB

OUTLET NOT LOCATED

LIMIT OF

CONCRETE SIDEWALK

REMOVAL

EXISTING

LIGHT POLE

TO REMAIN

EXISTING

LIGHT POLE

TO REMAIN

EXISTING

LIGHT POLE

TO REMAIN

SLP

REMOVE EXISTING BRICK PAVER WALKWAY

EXISTING BOAT CLEATS AND CONCRETE ANCHORS

TO BE REMOVED BY THE CONTRACTOR,

TYP. OF 5 LOCATIONS.

REMOVE CONCRETE SLAB

(EXISTING BENCH TO BE REMOVED THE OWNER)

CB

CB

CB

BENCH TO

REMAIN

6"

6"

6"

6"

MONUMENT

EXISTING CONCRETE SIDEWALK

TO REMAIN

REMOVE EXISTING CONCRETE SIDEWALK

REMOVE EXISTING CONCRETE CURBS

REMOVE EXISTING

GRANITE CURB

REMOVE EXISTING

CONCRETE CURB AND

CONCRETE SIDEWALK

GRASS

REMOVE 15 MINUTE

PARKING SIGN

REMOVE H/C PARKING ONLY






(VAN ACCESSIBLE)

RECENTLY INSTALLED

ASPHALT PAVEMENT

(TO REMAIN)

GRASS


TO REMAIN


(EXISTING BENCH TO BE REMOVED BY THE OWNER)


(EXISTING BENCH TO BE REMOVED

BY THE OWNER)


REMOVE EXISTING CONCRETE STRIP BETWEEN

EXISTING SEAWALL AND BRICK PAVERS

EXISTING TIMBER CLAD STEEL SEAWALL TO REMAIN

EXISTING TREES, CONCRETE SLAB AND MONUMENT

TO REMAIN

REMOVE EXISTING

CONCRETE SIDEWALK

PROVIDE TEMPORARY CATCH BASIN SEDIMENT CONTROL

PRIOR TO REMOVAL OF EXISTING CATCH BASINS

AND ASSOCIATED PIPING,

TYP. OF 4 LOCATIONS

SILT FENCE

SILT FENCE

EXISTING ASPHALT WALKWAY

TO REMAIN



CUT AND SEAL END OF

EXISTING 8" STEEL PIPE

END OF EXISTING

CONCRETE CURB

EXISTING

CONCRETE SIDEWALK

TO REMAIN

GRILL

GRILL

REMOVE EXISTING CONCRETE SIDEWALK

EXISTING GRILL

(TO BE REMOVED BY CITY)

EXISTING GRILL

(TO BE REMOVED BY CITY)

REMOVE EXISTING CONCRETE

SIDEWALK

REMOVE EXISTING

ASPHALT PAVEMENT AND BASE

GENERAL NOTES:

1.TOPOGRAPHIC SURVEY BY TISDEL ASSOCIATES IN

AUGUST 2017.

2.VERTICAL DATUM BASED ON

NAVD 88.

3.LOCATION OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE AND ARE NOT NECESSARILY COMPLETE. CONTRACTOR

SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING EXCAVATION. THE

CONTRACTOR SHALL CALL DIG SAFELY NEW YORK (800-962-7962) NO LESS TWO DAYS BEFORE ANY EXCAVATION STARTS FOR

FIELD MARKING OF EXISTING UTILITIES. HAND EXCAVATION SHALL BE EMPLOYED NEAR EXISTING UTILITIES. IF THE

AFFECTED COMPANIES SO INDICATE, WORK SHALL NOT PROGRESS UNLESS THEIR INSPECTORS ARE PRESENT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTION OF ALL UTILITIES.

4.LOCATION OF PROPOSED UTILITY CONNECTIONS ARE APPROXIMATE. EXACT LOCATION SHALL BE FIELD DETERMINED.

5.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. PROPOSED

DEVIATIONS FROM THE APPROVED PLANS AND SPECIFICATIONS OTHER THAN MINOR FIELD CHANGES MUST BE SUBMITTED TO

THE ENGINEER IN WRITING FOR REVIEW AND APPROVAL A MINIMUM OF TEN (10) DAYS BEFORE SUCH CHANGES ARE PROPOSED

TO BE MADE. NO CHANGES SHALL BE MADE WITHOUT PROPER AUTHORIZATION FROM THE ENGINEER.

6.CONTRACTOR SHALL VERIFY ALL GRADES, LOCATION AND ELEVATION OF EXISTING FEATURES,UTILITIES, PROPERTY LINES,

ETC. PRIOR TO COMMENCING WORK. NOTIFY OWNER AND ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

7.THE ALLOWABLE TOLERANCES FROM FINISH GRADE AND ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE:

A. TO THE NEAREST 0.01 FOOT, PLUS OR MINUS, WHEN SHOWN IN HUNDREDTHS OF A FOOT.

B. TO THE NEAREST 0.05 FOOT, PLUS OR MINUS, WHEN SHOWN IN TENTHS OF A FOOT.

C. TO THE NEAREST 0.2 FOOT, PLUS OR MINUS, WHEN SHOWN IN FEET.

8.CONTRACTOR SHALL COORDINATE CONSTRUCTION PROCEDURE FROM START TO FINISH WITH ALL APPROPRIATE PUBLIC

AGENCIES AND SHALL ADVISE ENGINEER IMMEDIATELY OF ANY PROBLEMS ENCOUNTERED DURING CONSTRUCTION.

9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE AND EFFICIENT FLOW OF TRAFFIC ALONG ALL STREETS DURING

ENTIRE PERIOD OF WORK. ALL EXCAVATIONS SHALL BE COMPLETELY BACKFILLED AT THE END OF EACH WORK DAY, AND ALL

HAZARDS SHALL BE ADEQUATELY BARRICADED TO PREVENT INJURY TO THE PUBLIC.

10.CONTRACTOR SHALL RESTORE PROJECT SITE TO THE SAME, OR SUPERIOR, CONDITION WHICH EXISTED PRIOR TO

CONSTRUCTION.

11.NO CONSTRUCTION SHALL BEGIN UNTIL ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN RECEIVED.

12.CARE SHALL BE TAKEN DURING CONSTRUCTION IN THE AREA SURROUNDING ALL TREES TO PREVENT DAMAGE TO THE TREES

AND THEIR ROOT SYSTEMS.

13.ALL DEBRIS MAY BE DISPOSED OF OFF SITE AT PERMITTED LOCATION(S) PROVIDED BY THE CONTRACTOR OR THE

CONTRACTOR MAY DISPOSE OF THE DEBRIS AT THE CITY LANDFILL LOCATED ON THE SOUTH END OF CHAMPLAIN STREET.

14.EXISTING CLEATS, GRILLS AND BENCHES SHALL REMAIN THE PROPERTY OF THE CITY OF OGDENSBURG.

SURFACE CONTOUR

CONIFER TREE

CATCH BASIN / DROP INLET

STORM SEWER

EXISTING

LEGEND

PROPOSED

100

FENCELINE

xx

x

SILT FENCE

ST

ST

100

CB

CB

STREET LIGHT POLE

SIGN

DECIDUOUS TREE

EXISTING ASPHALT PAVEMENT

KEY

NEW ASPHALT PAVEMENT

EXISTING CONCRETE

EXISTING BRICK PAVERS

WR

WASTE RECEPTACLE

SHEET

REV

DATE

DESCRIPTION

ã COPYRIGHT 2018, TISDEL ASSOCIATES.

WARNING: IT IS A

VIOLATION

OF SECTION

7209 OF THE

NYS

EDUCATION

LAW

FOR

ANY

PERSON,

UNLESS

ACTING

UNDER

THE

DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER

THIS DRAWING.

IF ALTERED, SUCH PERSON SHALL

AFFIX

THEIR SEAL,

SIGNATURE,

DATE, AND A DESCRIPTION OF THE ALTERATION.

DRAWN

CHECKED

DATE

PROJECT

CITY OF

OGDENSBURG

2017 FLOODING REPAIRS

CAROLINE STREET

TRAFFIC CIRCLE

OGDENSBURG (C)

NEW YORK

EXISTING / DEMOLITION

PLAN

KGT

ABJ

AUGUST 2018

17-57

C100

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NOTES:

1. CHECK VALVES SHALL BE 8" CHECKMATE ULTRAFLEX SLIP IN-LINE CHECK VALVES AS MANUFACTURED BT RED VALVE, INC.

OR EQUAL (TOTAL OF 4 REQUIRED).

2. STORM SEWER PIPE SHALL DUCTILE IRON, CLASS 52, CEMENT LINED, PUSH-ON JOINT WITH ASPHALT COATING.

3. ALL FITTINGS FOR DUCTILE IRON PIPE SHALL BE FABRICATED FROM DUCTILE IRON. GRAY OR CAST IRON FITTINGS

ARE NOT ACCEPTABLE ALL PUSH-ON JOINT FITTINGS SHALL BE RESTRAINED WITH APPROPRIATE RODS, THRUST BLOCKS

OR OTHER APPROVED METHODS.

4. CATCH BASINS SHALL BE 24" x 24" (INSIDE) CONCRETE STRUCTURES WITH H-20 FRAME AND GRATES, AS MANUFACTURED

BY JEFFERSON CONCRETE CORP. OR EQUAL.

5. UNDER THE BASE BID, CURBING SHALL BE GRANITE. UNDER ALTERNATE NO. 1, CURBING SHALL BE SLIP FORMED CONCRETE.

xxxx

xx

x

x

xx

xx

x

xx

x

248

248

249

248

248

248

248 24

9 249

249

248

248

249

249

249

BENCH MARK: NATION GEODETIC SURVEY DISK

(WATER LEVEL SURVEY CONTROL MONUMENT)

DESIGNATED: 831 1030 32B

ELEV. = 249.55

TC 249.10

BC 248.60

TC 248.72

BC 248.22

TC 248.00

BC 247.50

TC 248.68

BC 248.18

TC 248.90

BC 248.40

249x25

249x30

TC 248.50

BC 248.00

TC 247.90

BC 247.90

TC 248.30

BC 247.80

TC 248.10

BC 247.60

249x45

249x45

249x25

MATCH EXISTING

CONCRETE ELEVATIONS

SAW CUT

NEW GRANITE CURB, TYP.

65'-8"

384'-0"

100-0"

NEW 10'-0" WIDE

CONCRETE SIDEWALK

EXISTING CONCRETE PANEL

TO REMAIN

BENCH

EXISTING PLAY GROUND

249x30

NEW CB-1

ST

MATCH EXISTING

ASPHALT ELEVATIONS

NEW CB-2

ST

NEW CB-3

ST

NEW CB-4

ST ST

TC 248.00

BC 248.00

TC 248.50

BC 248.00

249x50

249x50

249x50

249x50

NEW 8" STORM SEWER,

TYP., SEE PROFILES

NEW 10'-0" WIDE

CONCRETE SIDEWALK

MATCH EXISTING

CONCRETE ELEVATIONS

NEW 7'-0" WIDE

CONCRETE SIDEWALK

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

6"

6"

6"

NEW STRIPING

NEW 'NO PARKING' SIGN


EXISTING

BENCH

EXISTING TIMBER CLAD STEEL SEAWALL

249x20

249x30

249x50

249x50

249x50

249x50

249x50

249x30

249x30

249x30

249x30

MATCH EXISTING

CONCRETE ELEVATIONS

MATCH EXISTING

CONCRETE ELEVATIONS

EXISTING ASPHALT PAVEMENT

PROVIDE NEW 8"

CHECK VALVE AT DAYLIGHT,

TYP. OF 4 LOCATIONS

PROVIDE NEW 8"

CHECK VALVE AT DAYLIGHT,

TYP. OF 4 LOCATIONS

6"

SILT FENCE

SILT FENCE

NEW ACCESS GATE AND

STABILIZING POST

SILT FENCE

NEW 5'-0" WIDE

CONCRETE SIDEWALK

31'-0"

10' TYP.

20'

TYP.

0

SCALE IN FEET

20

20

40

60

SLP

SLP

EXISTING

STREETLIGHT POLE, TYP.

249x10

TC 248.50

BC 248.00

TC 248.50

BC 248.00

TC 249.00

BC 248.50

TC 249.30

BC 249.30

TC 249.30

BC 249.30

TC 249.15

BC 248.65

TC 249.20

BC 248.70

TC 248.70

BC 248.20

248x30

248x20

TC 248.00

BC 247.50

TC 248.20

BC 247.70

GRASS

GRASS

TC 248.20

BC 247.70

TC 247.70

BC 247.70

TC 248.20

BC 247.70

248x20

248x30

TC 248.20

BC 247.70

TC 248.20

BC 247.70

TC 248.10

BC 247.60

NEW H/C SIGN,

TYP. OF 2




TC 248.32

BC 247.82

TC 248.30

BC 247.80

TC 248.90

BC 248.40

249x00

249x20

249x20

249x00

248x60

248x70

248x50

248x60

R 26'

R 50'

R 15'

R 5'

R 30'

24'-0"

R 20'

33'-10"

88'-10"

8'-0"

R 53'-2"

R 25'

24'-0"

24'-0"

R 2'

60°0'0"

8'-0"

NEW 5'-0" WIDE

CONCRETE SIDEWALK

248

248

248

248

249

249

249

249

249

249

248

248

248

248

STABILIZING POST

(OPEN POSITION)

STABILIZING POST

(CLOSED POSITION)

NEW STRIPING, TYP.

TC 248.78

BC 248.28

TC 248.82

BC 248.32

248x80

TC 248.29

BC 248.29

TC 248.31

BC 248.31

CONTRACTOR SHALL INSTALL NEW CONCRETE ANCHORS FOR

BOAT CLEATS. BOAT CLEATS WILL BE INSTALLED BY THE OWNER,

TYP. OF 5

NATIONAL OCEAN SERVICE

WATER LEVEL GAGE STATION BUILDING

PROVIDE 6" MIN. TOPSOIL IN

ALL DISTURBED AREAS

ELEVATION (IN FEET)

HORIZONTAL DISTANCE (IN FEET)

PROFILE

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

0+00

0+40

0+60

CB-1 TO DAYLIGHT

SCALES: 1" = 20' (H)

1" = 4' (V)

EXISTING GRADE

PROPOSED GRADE

PROPOSED NEW CB-1

RIM:247.40

INV OUT:245.46

54 LF± 8" STORM SEWER

AT 1.00%

NEW 8" CHECK VALVE, SEE NOTES

EXISTING STEEL

244.92

ELEVATION (IN FEET)


PROFILE

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

0+00

0+40

0+70

CB-2 TO DAYLIGHT

SCALES: 1" = 20' (H)

1" = 4' (V)

EXISTING GRADE

PROPOSED GRADE


AT 0.00%


EXISTING STEEL

246.00

ELEVATION (IN FEET)


PROFILE

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

0+00

0+40

0+70

CB-3 TO DAYLIGHT

SCALES: 1" = 20' (H)

1" = 4' (V)

PROPOSED NEW CB-3

RIM:247.25

INV IN:246.00

EXISTING GRADE

PROPOSED GRADE


AT 0.00%


EXISTING STEEL

246.00

ELEVATION (IN FEET)


PROFILE

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

255

0+00

0+40

0+80

CB-4 TO DAYLIGHT

SCALES: 1" = 20' (H)

1" = 4' (V)

EXISTING GRADE

PROPOSED GRADE


AT 0.00%

PROPOSED NEW CB-4

RIM:247.50

INV IN:246.00


EXISTING STEEL

246.00

SHEET

REV

DATE

DESCRIPTION


WARNING: IT IS A

VIOLATION

OF SECTION

7209 OF THE

NYS

EDUCATION

LAW

FOR

ANY

PERSON,

UNLESS

ACTING

UNDER

THE


THIS DRAWING.


AFFIX

THEIR SEAL,

SIGNATURE,


DRAWN

CHECKED

DATE

PROJECT

CITY OF

OGDENSBURG


CAROLINE STREET

TRAFFIC CIRCLE

OGDENSBURG (C)

NEW YORK

PROPOSED PLAN

KGT

ABJ

AUGUST 2018

17-57

C101

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FLOW

NOTES:

1. GEOTEXTILE SHALL BE FASTENED SECURELY TO FENCE POSTS

WITH WIRE TIES OR STAPLES.

2. WHEN TWO (2) SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER,

THEY SHALL BE OVERLAPPED AT LEAST 6", FOLDED AROUND AND

STAPLED TO FENCE POST.

3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND

SEDIMENTS REMOVED DAILY.

SECTION

PERSPECTIVE VIEW

FLOW

FLOW

10' MAXIMUM C. TO C.

12" MIN

HEIGHT OF FILTER

(24" MINIMUM)

DEPTH OF BURY

(6" MINIMUM)

TEMPORARY SILT FENCE

N.T.S

UNDISTURBED GROUND

FENCE POST

GEOTEXTILE

EMBED GEOTEXTILE

MIN. 6" INTO GROUND

2" DIA. FENCE POSTS, DRIVEN MIN.

12" INTO GROUND

PAVEMENT STRIPING NOTES:

1. STRIPING PAINT SHALL BE SHERWIN-WILLIAMS 'SETFAST', ACRYLIC LATEX

MARKING PAINT OR EQUIVALENT. COLOR FOR PARKING SHALL BE WHITE. COLOR

FOR ACCESSIBLE PARKING SHALL BE BLUE. APPLICATION RATE SHALL BE 110

SF/GAL. ALL LINES SHALL BE FOUR (4) INCHES WIDE. DIAGONAL STRIPING

SHALL BE 45° ANGLE AS SHOWN, SPACED AT 24" O.C.

NEW PAVEMENT SECTION

N.T.S.

TYPE 2 GEOTEXTILE

14" GRANULAR BASE COURSE

COMPACTED SUBGRADE

4" TYPE 3 BINDER COURSE

2" TYPE 6 TOP COURSE

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

SIDEWALK DETAIL

N.T.S.

DETAIL

KEYWAY

1"

11 2"

1"

CONSTRUCTION JOINTS AS REQUIRED

(NOT TO EXCEED 20'-0")

4"

WIDTH

NOTES:

1. INCREASE SIDEWALK THICKNESS TO 6" WITH

DOUBLE LAYER OF REINFORCING IN

DRIVEWAYS.

2. CONCRETE TO BE MOIST CURED AND COVERED

WITH CURING BLANKETS.

3. PROVIDE KEYWAY AND USE JOINT FILLER ON

ALL CONSTRUCTION JOINTS.

4. CONTROL JOINTS TO BE SCORED DURING

FINISHING AND SAWN TO 1

1 2" DEEP

WITHIN 16 HOURS.

5. MESH SHALL BE 6x6-W1.4xW1.4 (10 GAUGE).

6" GRANULAR

BASE COURSE

TOPSOIL

REINFORCING MESH

4" THICK

CAST-IN-PLACE CONCRETE

6" MIN. GRANULAR BASE COURSE

TYPE 1 GEOTEXTILE

JOINT

FILLER

SEALER

REINFORCING MESH

PARKING

RESERVED

PARKING

RESERVED

PARKING

RESERVED

SIGN NO.

5'-0" MIN.

7'-0" MAX.

TO BOTTOM OF

ALL SIGNS

Z BAR TO POST CONNECTION

ELEVATION

PLAN

4'-0"

NOTES:

1.POSTS SHALL BE GALVANIZED PER NYSDOT 719-01. POSTS SHALL BE "C" SECTIONS

MIN. 3.0 LBS. PER. FT. WITH SLIP IMPACT / HINGE ASSEMBLY.

2.MINIMUM DESIGN MOMENT CAPACITY SHALL BE 864 FT. LB.

3.ALL SIGN PANELS SHALL BE 0.80" ALUMINUM.

4.SIGN SHALL READ "NO PARKING ANYTIME".

5.SINGLE POST MOUNTING SHOW, MULTIPLE POSTS MAY BE REQUIRED.

5"

N0PA

RKIN

GPARKING

RESERVED

4"

7"

ANYT

IME

SIGN - S1

SIGN - S2

PARKING SIGN SCHEDULE

CHARACTERS

COLOR

SIGN

NOTES

SIZE IN.

(W x H)

ACCESSIBLE

VAN

SIGN - S3

R7-8

R7-8A

MUTCD NO.

SYMBOL

BACKGROUND

No.

OF

POSTSMAXIMUM ALLOWABLE

SIGN FACE AREA (SQ. FT)

1 2

16'

14'

12'

10'

8'

6'

4.1

8.2

7.2

14.4

9.6

19.2

4.8

9.6

5.7

11.4

3.6

7.2

MOUNTING HEIGHT TO

CENTROID OF SIGN

SIGN - S6

R7-8

SIGN - S5

R7-8

SIGN - S4

R7-8

SIGN SUPPORT

N.T.S.

S6

R7-8A

GREEN

1, 2, 3,

WHITE

BLUE

12 x 18SIGN POST

5/16" UNC GRADE 5 OR

ASTM A449 GALVANIZED

STEEL BOLT, NUT AND WASHER

TORQUE TO 20 FT. LBS..

BASE POST

Z BAR STRINGER

(FOR 2 POST SIGNS)

5/16" UNC GRADE 5 OR

ASTM A449 GALVANIZED

STEEL BOLT, NUT AND WASHER

TORQUE TO 20 FT. LBS..

PLASTIC WASHER

SIGN FACE

POSTS SHALL HAVE 3/8" DIA.

MOUNTING HOLES @ 1" O.C.

SIGN FACE AS SPECIFIED. BOLT TO

CHANNEL W/ 3/8" CADMIUM PLATED

BOLTS, NUTS & NYLON WASHERS.

POST

Z BAR STRINGER

(AS REQUIRED)

FINISH GRADE

SIGN POST

BOLTS

BASE POST

QTY.

S2

-RED

12 x 181, 2, 3, 4, 5

-WHITE

24

TYPICAL CATCH BASIN

ADJACENT TO CURB

N.T.S.

24" MIN.

FINISHED GRADE

PAVEMENT

CURB

12" 2' SQ.

CRUSHED STONE LINING

AND BACKFILL UP TO

SPRINGLINE OF HIGHEST PIPE

UNDISTURBED GROUND

WATERTIGHT BOOT

6" CRUSHED STONE LINING

COMPACTED

BACKFILL

PAVEMENT

RECTANGULAR FRAME AND GRATE

NYSDOT NO. 9

NOTE: SEE SECTION 02621 OF SPECIFICATIONS

FOR CONCRETE BED AND BACKING AT JOINTS.

SECTION THROUGH

CONCRETE WALK & GRANITE CURB

N.T.S.

4'-0"

6"±

4"

xx

xx

x

TRANSITION AT END OF CURB

R = 3"

GRANULAR BASE COURSE

6" x 6" x W1.4 x W1.4 WWF

5" x 16" GRANITE CURB,

SPLIT FACE W/ SAWN TOP

6"

9"

6"

MORTAR BED

TYPE 2 GEOTEXTILE

OVER COMPACTED SUBGRADE

SEAWALL CAP

6"

26"

14"

4"

2"


4" TYPE 3 BINDER

1/2" PREMOLDED

JOINT FILLER; SEAL AT TOP


NEW CONCRETE

SIDEWALK

6" TOPSOIL

COMPACTED SUBGRADE

6"

20"

CROSS SECTION

DETAIL THROUGH

CONTROL JOINT

END OF CURB

TRANSITION AT

4'-0"

R = 3"

CONCRETE CURB DETAILS (ALT. NO. 1)

N.T.S.

8"

6"

6"4"

xx

xx

x

SCORE EDGE NEATLY

TO 3/8" DEPTH ON

TOP AND SIDES

6"±

18" MIN.

36" MAX.

6"

6" MIN.

COMPACTED NO. 2 STONE

3" (MIN. ALL AROUND)

NO. 3 TIE BAR @ 10'-0" (MIN.)

NO. 4 BAR CONTINUOUS (TOP & BOTTOM)


6" x 6" x W1.4 x W1.4 WWF

JOINT SEALANT

WITH 1 2" PREFORMED

FILLER AT STRUCTURES

SIDEWALK OR TURF,

SEE PLAN

1 2" PREMOLDED

JOINT FILLER; SEAL AT TOP

R = 1"

FINISHED PAVEMENT

APPLY ASPHALT

EMULSION TACK COAT

(NYSDOT NO. 702-90)

SAW CUT

ASPHALT TOP COARSE

ASPHALT BINDER COARSE

COMPACTED GRANULAR

BASE COURSE

SUBGRADE COMPACTED TO

95% MODIFIED PROCTOR

(PER ASTM D-1557)

PROVIDE CONTROL JOINT

@ 20'-0" O.C. (MIN)

SAW CUT TO 2

1 2" DEPTH

FILL EXPOSED

JOINTS WITH

SILICONE CAULK

TYPE 1

GEOTEXTILE

PAVEMENT RESTORATION DETAIL

N.T.S.

EXISTING PAVEMENT SECTIONNEW PAVEMENT SECTION

1 3T

"T"

6" LAP

6" MIN.


4" TYPE 3 BINDER COURSE

14" GRANULAR BASE COURSE

INITIAL SAW CUT

FINAL SAW CUT

EXISTING

PAVEMENT

EXISTING

BASE

APPLY ASPHALT EMULSION

TACK COAT

TRENCHING

LIMIT

5'-0"

3'-11"

5'-0"

9" D

2"

3"

3"

3"9"

68°

2"

4"

3"

4"

4"

PAINT FIELD

BLUE, SEE

STRIPING NOTES

TYPICAL ADA PARKING SYMBOL

N.T.S.

EQ.

EQ.

6"

POSITION OF SYMBOL WITHIN STALL

PLAN VIEW

CURB OR EDGE OF PAVEMENT

LINE STRIPING, TYP.

PAINT SYMBOL

WHITE, SEE

STRIPING NOTES

CATCH BASIN/DROP INLET

NOTES:

1. FOR GRASSED AREAS SECURE HAYBALES WITH 1" x 2" x 3' WOOD STAKES.

2. GEOTEXTILE SHALL BE TYPE 1, NON-WOVEN AND NEEDLE PUNCHED.

3. PLACE GEOTEXTILE UNDER GRATE AND SECURE WITH SAND BAGS OR TIE

GEOTEXTILE TO GRATE.

TEMPORARY

CATCH BASIN SEDIMENT CONTROL

BOUND HAYBALE

(TYP.)

N.T.S.

SLOPE

SLOPE

SLOPE

SLOPE

SLOPES

AND BAG (TYP.)

GEOTEXTILE

TRENCH SECTION

N.T.S.

120°

OPEN TRENCH

SHEETED

TRENCH

12" MIN.

6" MIN.

12" MAX.

9" MIN.

12" MAX.

6"

SHEETING PER OSHA

REQUIREMETS

SLOPE PER OSHA

REQUIREMENTS

ONSITE SOIL BACKFILL, OR

AS OTHERWISE SPECIFIED

CAREFULLY COMPACTED EMBEDMENT.

USE SPECIFIED MATERIAL, PLACE

AND COMPACT IN 6" LIFTS

LINING; MIN. DEPTH MAY

BE INCREASED TO SUIT

FIELD CONDITIONS

UNDISTURBED

EARTH OR ROCK

6"

NOTES:

1. ALL GATE COMPONENTS SHALL HAVE ONE COAT OF TNEMEC SERIES 66 PRIMER AND

TWO COATS OF TNEMEC SERIES 70 TOP COAT (YELLOW), OR EQUIVALENT.

2. ALL GATE COMPONENETS SHALL BE MADE OF MILD STEEL.

3. ALL PIPE SHALL BE SCHEDULE 40 GALVANIZED STEEL, COMFORMING TO ASTM A-53.

4. STABILIZING POST SHALL BE PLACED PER SITE PLAN.

5. LOCK(S) SUPPLIED BY OWNER.

5'-0"

14'-0"

5" 3"

ACCESS GATE DETAIL

12'-0"

N.T.S.

2'-3"

11'-10"

6'-8"

2'-8"

16"

2"

4"

6'-8"

4'-2"

ELEVATION

CONCRETE FILLED

16" Ø

CARDBOARD FORM

WELD ALL AROUND

TYP.

4" OFFSET

PLAN VIEW

3/4" Ø NUT, EACH SIDE

OF POST (TYP.)

1" I.D. x 3" LONG

PIPE WELDED TO PIPE

1/4" Ø STEEL RODS

BENT IN SEMI-CIRCLE

AND WELDED TO POST

AND GATE MAIN-FRAME

3/4" Ø

MALE HINGE HOOKS

(TYP.)

CONCRETE FILLED

12" Ø

CARDBOARD FORM

1" CHAIN,

12" LONG

WELED TO

POST

STABILIZING

POST (2 1/2"

STEEL PIPE)

ROAD SURFACE

6" STABILIZING POST

(FILLED WITH CONCRETE)

2-1/2" DIA.

STEEL PIPE

MOUNDED

CONCRETE CAP

1'-0"

N.T.S.

3" MIN.

NOTE: ALL MORTAR SHALL CONFORM TO

N.Y.S. STANDARD SPECIFICATION

SUBSECTION 705-21.

SECTION THROUGH GRANITE CURB

N.T.S.

4'-0"

6"

6"±

TRANSITION AT END OF CURB

9"

18" MIN.

36" MAX.

6"

6"

MORTAR BED

COMPACTED GRANULAR

BASE COURSE6" TOPSOIL

FINISH GRADE

NEW GRANITE CURBING TO

MATCH CAMPUS STANDARD

FINISHED PAVEMENT

APPLY ASPHALT

EMULSION TACK COAT

(NYSDOT NO. 702-90)

SAW CUT

ASPHALT TOP COARSE

ASPHALT BINDER COARSE

COMPACTED GRANULAR

BASE COURSE

SUBGRADE COMPACTED TO

95% MODIFIED PROCTOR

(PER ASTM D-1557)

R = 3"

A A

BB

SECTION A-A

SECTION B-B

6" TOPSOIL

COMPACTED

SUBGRADE

REMOUNTED CLEAT,

TYP. OF 5NEW CONCRETE

SIDEWALK

GRANULAR

BASE COURSE

REMOUNTED CLEAT,

TYP. OF 5NEW CONCRETE

SIDEWALK

GRANULAR

BASE COURSE

NEW CONCRETE

SIDEWALK

COMPACTED

SUBGRADE

12"

TYP. 4'-0"

TYP.

12" NO.2

STONE

6" TYP.

12" NO.2

STONE

6" TYP.

PLAN

NO. 3 STIRRUPS

AT 16" O.C., TYP.

NO. 4 BARS

AT 15" O.C., TYP.

6" TYP.

6"

TYP.

12" TYP.

24"

TYP.

12"

TYP.

4'-0"

TYP.

4'-0"

TYP.

TYPICAL CLEAT FOUNDATION

N.T.S.

8'-0"

TYP.

1/2" PREMOLDED

JOINT FILLER;

SEAL AT TOP, TYP.

1/2" PREMOLDED

JOINT FILLER;

SEAL AT TOP, TYP.

SHEET

REV

DATE

DESCRIPTION


WARNING: IT IS A

VIOLATION

OF SECTION

7209 OF THE

NYS

EDUCATION

LAW

FOR

ANY

PERSON,

UNLESS

ACTING

UNDER

THE


THIS DRAWING.


AFFIX

THEIR SEAL,

SIGNATURE,


DRAWN

CHECKED

DATE

PROJECT

CITY OF

OGDENSBURG


CAROLINE STREET

TRAFFIC CIRCLE

OGDENSBURG (C)

NEW YORK

DETAILS

KGT

ABJ

AUGUST 2018

17-57

C102

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Department of Planning & Development Department of Engineering