The URL can be used to link to this page

DENTON IFB # 7118 S. Bonnie Brae St. PH2 - Vintage Blvd. - Spec BookDENTON IFB FOR THE CONSTRUCTION SOUTH BONNIE BRAE PH 2 (VINTAGE BOULEVARD) IFB #7118 CONSTRUCTION BID DOCUMENTS AND NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS AMENDMENTS -1.''&-''~'\ ~0 ........... <-t \\ ;c.; ,.• * ···"'U''l , .·· ·.. . /-A... .... t, ~ *: ~· I r.· .................. t •••••••• '''I. I. MARK BURCKHARD t. ~, .. , ... ,,,,,,., ...•... ,.,, ..... l ,, . . I. '~ .... 6530 I ,.;._ I ·~· ~ ..& .·~"' l\ '•;:~.G/Sit~~~...r' \\ St'"" ''\.....-;:: 1M ,, .. CN~L ... -U'''"~" 0'1 })q ]20\"\ 00 00 00-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Division 00 -General Conditions SECTION 00 00 00 TABLE OF CONTENTS 00 05 10 Construction Contract Ordinance 00 05 15 Addenda 00 11 13 Invitation to Bidders 00 21 13 Instructions to Bidders 00 35 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 36 Proposed Subcontractors Form 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 13 Bidder's Minimum Qualification Statement 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 43 Corporate Resolution of Authorizing Signatories 00 52 43 Agreement 00 61 13 Performance Bond 00 61 14 Payment Bond 00 61 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions 00 73 73 Form 1295-Certificate oflnterested Parties Division 01 -General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents TECHNICAL SPECIFICATIONS CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Page 1 of3 IFB #7118 00 00 00-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of3 Contractor shall refer to the following documents for Technical Specifications, unless otherwise noted in the contract documents: North Central Texas Council of Governments Standard Specifications for Public Works Construction-Fourth Edition, Divisions 200-800 (incorporated by reference) North Central Texas Council of Governments Standard Specifications for Public Works Construction -Fourth Edition, Divisions 200-800 -Amendments TEXAS DEPARTMENT OF TRANSPORTATION-STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND BRIDGES-NOVEMBER 1, 2014 SPECIAL CONTRACT REQUIREMENTS & BID ITEM DEFINITION RFP #5552 EXHIBIT 2 -Technical Specifications for Supply of Concrete Streetlight Poles Appendix Appendix A AppendixB CITY OF DENTON Right of Way Maps Geotechnical Report for Roadway END OF SECTION STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB#7118 SECTION 00 05 10 00 05 10-1 CONSTRUCTION CONTRACT ORDINANCE Page 1 of 1 2 CONSTRUCTION CONTRACT ORDINANCE 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved 7 Construction Contract Ordinance for the award of the project. Ordinance insert shall be on blue 8 paper.] 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 END OF SECTION ClTY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 00 11 13 - 1 INVITATION TO BIDDERS Page 1 of 2 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 SECTION 00 11 13 1 INVITATION TO BIDDERS 2 RECEIPT OF BIDS 3 Sealed bids for the construction of South Bonnie Brae PH 2 (Vintage Boulevard) will be received 4 by the City of Denton Purchasing Office: 5 6 City of Denton 7 Purchasing Division 8 901-B Texas Street 9 Denton, Texas 76209 10 940-349-7100 11 12 until 11:00 A.M. C.S.T., Thursday September 12, 2019, and bids will be opened publicly and 13 read aloud at 11:30 AM D/CST in the Purchasing Conference Room, 2nd Floor, 901-A Texas 14 Street. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the (approximate) following: Traffic Control, Paving, Drainage, 18 Sidewalks, Erosion Control, Street Lights, Traffic Signals, Pavement Markings, and Signing 19 Improvements. 20 21 DOCUMENT EXAMINATION AND PROCUREMENTS 22 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 23 of Denton’s Purchasing Division website at http://www.https://www.cityofdenton.com/en-24 us/business/solicitations-contracting and clicking on the “See Open Solicitations” link to the 25 advertised projects on Ion Wave (Denton’s electronic solicitation site). The Contract Documents 26 may be downloaded, viewed, and printed by interested contractors and/or suppliers. The 27 contractor is required to fill out the Certificate of Interested Parties Form 1295 and the 28 form must be submitted to the Project Manager before the contract will be presented to the 29 City Council. The form can be obtained at https://www.ethics.state.tx.us/tec/1295-Info.htm . 30 31 PREBID CONFERENCE 32 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 33 BIDDERS at the following location, date, and time: 34 DATE: Thursday, August 15, 2019 35 TIME: 11:00 AM CST 36 PLACE: 901-B Texas Street 37 Denton, Texas 76209 38 LOCATION: City of Denton Purchasing Conference Room 39 40 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 41 City reserves the right to waive irregularities and to accept or reject bids. 42 43 INQUIRIES 44 All inquiries relative to this procurement should be addressed to the following: 45 Attn: Lori Hewell, City of Denton 46 Email: lori.hewell@cityofdenton.com 47 Phone: 940-349-7100 48 00 11 13 - 2 INVITATION TO BIDDERS Page 2 of 2 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 1 ADVERTISEMENT DATES 2 July 29, 2019 3 August 7, 2019 4 END OF SECTION 5 00 21 13 - 1 INSTRUCTIONS TO BIDDERS Page 1 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 SECTION 00 21 13 1 INSTRUCTIONS TO BIDDERS 2 Defined Terms 3 4 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 5 00 - GENERAL CONDITIONS. 6 7 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 8 meanings indicated below which are applicable to both the singular and plural thereof. 9 10 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 11 directly through a duly authorized representative, submitting a bid for performing 12 the work contemplated under the Contract Documents. 13 14 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 15 corporation acting directly through a duly authorized representative, submitting a 16 bid for performing the work contemplated under the Contract Documents whose 17 principal place of business is not in the State of Texas. 18 19 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 20 (on the basis of City's evaluation as hereinafter provided) makes an award. 21 22 1.2.4. Purchasing Agent: City designated representative to assist in solicitation of bids 23 from vendors for City contracts. 24 25 2. Copies of Bidding Documents 26 27 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 28 resulting from the Bidders use of incomplete sets of Bidding Documents. 29 30 2.2. City and Engineer in making Bidding Documents available do so only for the purpose of 31 obtaining Bids for the Work and do not authorize or confer a license or grant for any 32 other use. 33 34 3. Minimum Qualifications 35 36 3.1. The following minimum requirements must be demonstrated in order for the submission 37 to be considered responsive. The form can be found in Section 00 45 13 – Bidder’s 38 Minimum Qualification Statement. 39 40 3.1.1. Bidder shall provide documentation demonstrating three (3) years minimum 41 experience providing services similar to those indicated in Section 00 11 13 – 42 Invitation to Bidders. 43 44 3.1.2. Bidder shall provide documentation of three (3) references from governmental 45 entities for which Bidder has performed similar services to those indicated in 46 Section 00 11 13 – Invitation to Bidders. 47 48 3.1.3. Bidder shall fill out provided safety record questionnaire. 49 00 21 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 1 4. Prequalification of Bidders (Prime Contractors and Subcontractors) 2 3 4.1. Firm experience of at least 10 years in the construction of roadway projects, including 4 detailed information on prior project experience with the City of Denton as applicable. 5 6 4.2. Firm experience in the construction of at least 3 separate roadway projects successfully 7 completed which were similar in scope to at least a 4 lane divided roadway or larger. 8 9 4.3. Firm experience in the construction of at least 3 roadway projects each with a contract 10 value of at least $14,000,000 within the last 5 years. 11 12 4.4. Contractor shall have completed 3 projects within the last 10 years within the allotted 13 contract time. 14 15 4.5. Financial capability to prosecute the work as supported by an audited financial statement 16 for the previous year if requested. 17 18 4.6. Contractor shall not have been involved with liquidated damage or litigations in the 19 amount of $50,000 or more within the last 5 years. 20 21 4.7. Prime contractor must provide a project manager to the project with at least 5 years of 22 roadway construction experience. 23 24 5. Examination of Bidding and Contract Documents, Other Related Data, and Site 25 26 5.1. Before submitting a Bid, each Bidder shall: 27 28 5.1.1. Examine and carefully study the Contract Documents and other related data 29 identified in the Bidding Documents (including "technical data" referred to in 30 Paragraph 4.2. below). No information given by City or any representative of the 31 City other than that contained in the Contract Documents and officially 32 promulgated addenda thereto, shall be binding upon the City. 33 34 5.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 35 site conditions that may affect cost, progress, performance or furnishing of the 36 Work. 37 38 5.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 39 progress, performance or furnishing of the Work. 40 41 5.1.4. Study all: (i) reports of explorations and tests of subsurface conditions at or 42 contiguous to the Site and all drawings of physical conditions relating to existing 43 surface or subsurface structures at the Site (except Underground Facilities) that 44 have been identified in the Contract Documents as containing reliable "technical 45 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 46 at the Site that have been identified in the Contract Documents as containing 47 reliable "technical data." 48 49 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 5.1.5. Be advised that the Contract Documents on file with the City shall constitute all of 1 the information which the City will furnish. All additional information and data 2 which the City will supply after promulgation of the formal Contract Documents 3 shall be issued in the form of written addenda and shall become part of the Contract 4 Documents just as though such addenda were actually written into the original 5 Contract Documents. No information given by the City other than that contained in 6 the Contract Documents and officially promulgated addenda thereto, shall be 7 binding upon the City. 8 9 5.1.6. Perform independent research, investigations, tests, borings, and such other means 10 as may be necessary to gain a complete knowledge of the conditions which will be 11 encountered during the construction of the project. On request, City may provide 12 each Bidder access to the site to conduct such examinations, investigations, 13 explorations, tests and studies as each Bidder deems necessary for submission of a 14 Bid. Bidder must fill all holes and clean up and restore the site to its former 15 conditions upon completion of such explorations, investigations, tests and studies. 16 17 5.1.7. Determine the difficulties of the Work and all attending circumstances affecting the 18 cost of doing the Work, time required for its completion, and obtain all information 19 required to make a proposal. Bidders shall rely exclusively and solely upon their 20 own estimates, investigation, research, tests, explorations, and other data which are 21 necessary for full and complete information upon which the proposal is to be based. 22 It is understood that the submission of a proposal is prima-facie evidence that the 23 Bidder has made the investigation, examinations and tests herein required. Claims 24 for additional compensation due to variations between conditions actually 25 encountered in construction and as indicated in the Contract Documents will not be 26 allowed. 27 28 5.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 29 between the Contract Documents and such other related documents. The Contractor 30 shall not take advantage of any gross error or omission in the Contract Documents, 31 and the City shall be permitted to make such corrections or interpretations as may 32 be deemed necessary for fulfillment of the intent of the Contract Documents. 33 34 5.2. Reference is made to Section 00 73 00 – Supplementary Conditions for identification of: 35 36 5.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 37 the site which have been utilized by City in preparation of the Contract Documents. 38 The logs of Soil Borings, if any, on the plans are for general information only. 39 Neither the City nor the Engineer guarantee that the data shown is representative of 40 conditions which actually exist. 41 42 5.2.2. those drawings of physical conditions in or relating to existing surface and 43 subsurface structures (except Underground Facilities) which are at or contiguous to 44 the site that have been utilized by City in preparation of the Contract Documents. 45 46 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 5.2.3. copies of such reports and drawings will be made available by City to any Bidder 1 on request. Those reports and drawings may not be part of the Contract 2 Documents, but the "technical data" contained therein upon which Bidder is entitled 3 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 4 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 5 responsible for any interpretation or conclusion drawn from any "technical data" or 6 any other data, interpretations, opinions or information. 7 8 5.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 9 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 10 exception the Bid is premised upon performing and furnishing the Work required by the 11 Contract Documents and applying the specific means, methods, techniques, sequences or 12 procedures of construction (if any) that may be shown or indicated or expressly required 13 by the Contract Documents, (iii) that Bidder has given City written notice of all 14 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 15 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 16 etc., have not been resolved through the interpretations by City as described in 17 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 18 and convey understanding of all terms and conditions for performing and furnishing the 19 Work. 20 21 5.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 22 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 23 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 24 Documents. 25 26 5.5. The Bidder acknowledges and agrees to comply with the requirements of City Ethics 27 Ordinance No. 18-157. 28 29 6. Availability of Lands for Work, Etc. 30 31 6.1. The lands upon which the Work is to be performed, rights-of-way and easements for 32 access thereto and other lands designated for use by Contractor in performing the Work 33 are identified in the Contract Documents. All additional lands and access thereto 34 required for temporary construction facilities, construction equipment or storage of 35 materials and equipment to be incorporated in the Work are to be obtained and paid for 36 by Contractor. Easements for permanent structures or permanent changes in existing 37 facilities are to be obtained and paid for by City unless otherwise provided in the 38 Contract Documents. 39 40 6.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 41 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-42 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel 43 the award of contract at any time before the Bidder begins any construction work on the 44 project. 45 46 6.3. The Bidder shall be prepared to commence construction without all executed right-of-47 way, easements, and/or permits, and shall submit a schedule to the City of how 48 construction will proceed in the other areas of the project that do not require permits 49 and/or easements. 50 51 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 7. Interpretations and Addenda 1 2 7.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 3 City in Ion Wave on or before 2 p.m., the Monday prior to the Bid opening. Questions 4 received after this day WILL NOT be responded to. Interpretations or clarifications 5 considered necessary by City in response to such questions will be issued by Addenda 6 delivered to all parties recorded by City as having received the Bidding Documents. 7 Only questions answered by formal written Addenda will be binding. Oral and other 8 interpretations or clarifications will be without legal effect. 9 10 7.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 11 City. 12 13 7.3. Addenda or clarifications may be posted via the City’s online hosting site, which can be 14 located by visiting the City of Denton’s Purchasing Division website at 15 http://www.https://www.cityofdenton.com/en-us/business/solicitations-contracting and 16 clicking on the “See Open Solicitations” link. 17 18 7.4. A prebid conference may be held at the time and place indicated in the Advertisement or 19 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 20 Project. Bidders are encouraged to attend and participate in the conference. City will 21 transmit to all prospective Bidders of record such Addenda as City considers necessary 22 in response to questions arising at the conference. Oral statements may not be relied 23 upon and will not be binding or legally effective. 24 25 8. Bid Security 26 27 8.1. Each Bid for projects over $100,000, must be accompanied by Bid Bond made payable to 28 City in an amount of five (5) percent of Bidder's maximum Bid price on form attached, 29 issued by a surety meeting the requirements of Paragraphs 5.01 of the General 30 Conditions. 31 32 8.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 33 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 34 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 35 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 36 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 37 other Bidders whom City believes to have a reasonable chance of receiving the award 38 will be retained by City until final contract execution. 39 40 9. Contract Times 41 The number of days within which, or the dates by which, Milestones are to be achieved in 42 accordance with the General Requirements and the Work is to be completed and ready for 43 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 44 attached Bid Form. 45 46 10. Liquidated Damages 47 Provisions for liquidated damages are set forth in the Agreement. 48 49 00 21 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 11. Substitute and "Or-Equal" Items 1 The Contract, if awarded, will be on the basis of materials and equipment described in the 2 Bidding Documents without consideration of possible substitute or "or-equal" items. 3 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-4 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 5 City, application for such acceptance will not be considered by City until after the Effective 6 Date of the Agreement. The procedure for submission of any such application by Contractor 7 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 8 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 9 10 12. Subcontractors, Suppliers and Others 11 12 12.1. No Contractor shall be required to employ any Subcontractor, Supplier, other person 13 or organization against whom Contractor has reasonable objection. 14 15 13. Bid Form 16 17 13.1. The Bid Form is included with the Bidding Documents; additional copies may be 18 obtained from the City. 19 20 13.2. All blanks on the Bid Form must be completed and the Bid Form signed. Erasures or 21 alterations shall be initialed by the person signing the Bid Form. A Bid price shall be 22 indicated for each Bid item, alternative, and unit price item listed therein. In the case 23 of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may 24 be entered. Bidder shall state the prices, in both words and numerals, for which the 25 Bidder proposes to do the work contemplated or furnish materials required. If 26 handwritten, all prices shall be written legibly. In case of discrepancy between price 27 in written/typed words and the price in written/typed numerals, the price in 28 written/typed words shall govern. 29 30 13.3. Bids by corporations shall be executed in the corporate name by the president or a 31 vice-president or other corporate officer accompanied by evidence of authority to 32 sign, as provided herein, Section 00 45 43 – Corporate Resolution of Authorizing 33 Signatories. The corporate address and state of incorporation shall be shown below 34 the signature. 35 36 13.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner, whose title must appear under the signature accompanied by evidence of 38 authority to sign. The official address of the partnership shall be shown below the 39 signature. 40 41 13.5. Bids by limited liability companies shall be executed in the name of the firm by a 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the firm and the official address of the firm shall be shown. 44 45 13.6. Bids by individuals shall show the Bidder's name and official address. 46 47 13.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form. The official address of the joint venture shall be shown. 49 50 00 21 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 13.8. All names shall be typed below the signature. 1 2 13.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 3 which shall be filled in on the Bid Form. 4 5 13.10. Postal and e-mail addresses and telephone number for communications regarding the 6 Bid shall be shown. 7 8 13.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 9 Texas shall be provided in accordance with Section 00 43 37 – Vendor Compliance 10 to State Law Non Resident Bidder. 11 12 14. Submission of Bids 13 14 14.1. Bids may be submitted electronically in Ion Wave or by hard copy. 15 16 14.2. Hard copies of bid bonds shall be submitted for both electronic and hard copy 17 submissions. Bonds must be submitted in a sealed envelope before the due date and 18 time as indicated in Section 00 11 13 – Invitation to Bidders. 19 20 14.3. Bids shall be submitted on the prescribed Bid Form, provided with the Bidding 21 Documents, at the time and place indicated in the Advertisement or INVITATION 22 TO BIDDERS, and shall be enclosed in an opaque sealed envelope, marked with the 23 Bid Number, Project title, the name and address of Bidder, and accompanied by the 24 Bid security and other required documents, as indicated in Section 00 41 00 – Bid 25 Form. If the Bid is sent through the mail or other delivery system, the sealed 26 envelope shall be enclosed in a separate envelope with the notation "BID 27 ENCLOSED" on the face of it. Hard copy submissions shall also include a flash 28 drive, containing a complete copy of the response, and be addressed as follows: 29 30 City of Denton 31 901-B Texas Street 32 Denton, TX 76209 33 Attn: Materials Management/Purchasing Division, 34 IFB #7118, South Bonnie Brae PH 2 (Vintage Boulevard) 35 36 00 21 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 15. Modification and Withdrawal of Bids 1 2 15.1. Bids addressed to the Purchasing Agent and filed with the Purchasing Division may 3 be withdrawn prior to the time set for bid opening. A request for withdrawal must be 4 made in writing by an appropriate document duly executed in the manner that a Bid 5 must be executed and delivered to the place where Bids are to be submitted at any 6 time prior to the opening of Bids. After all Bids not requested for withdrawal are 7 opened and publicly read aloud, the Bids for which a withdrawal request has been 8 properly filed may, at the option of the City, be returned unopened. 9 10 15.2. Bidders may modify their Bid by electronic communication at any time prior to the 11 time set for the closing of Bid receipt. 12 13 16. Opening of Bids 14 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 15 abstract of the amounts of the base Bids and major alternates (if any) will be made available 16 to Bidders after the opening of Bids. 17 18 17. Bids to Remain Subject to Acceptance 19 All Bids will remain subject to acceptance for the time period specified for Notice of Award 20 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 21 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 22 23 18. Evaluation of Bids and Award of Contract 24 25 18.1. City reserves the right to reject any or all Bids, including without limitation the rights 26 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 27 and to reject the Bid of any Bidder if City believes that it would not be in the best 28 interest of the Project to make an award to that Bidder, whether because the Bid is 29 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 30 meet any other pertinent standard or criteria established by City. City also reserves 31 the right to waive informalities not involving price, contract time or changes in the 32 Work with the Successful Bidder. Discrepancies between the multiplication of units 33 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 34 between the indicated sum of any column of figures and the correct sum thereof will 35 be resolved in favor of the correct sum. Discrepancies between words and figures 36 will be resolved in favor of the words. 37 38 18.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 39 among the Bidders, Bidder is an interested party to any litigation against City, 40 City or Bidder may have a claim against the other or be engaged in litigation, 41 Bidder is in arrears on any existing contract or has defaulted on a previous 42 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 43 Bidder has uncompleted work which in the judgment of the City will prevent or 44 hinder the prompt completion of additional work if awarded. 45 46 00 21 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 18.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 1 other persons and organizations proposed for those portions of the Work as to which 2 the identity of Subcontractors, Suppliers, and other persons and organizations must 3 be submitted as provided in the Contract Documents or upon the request of the City. 4 City also may consider the operating costs, maintenance requirements, performance 5 data and guarantees of major items of materials and equipment proposed for 6 incorporation in the Work when such data is required to be submitted prior to the 7 Notice of Award. 8 9 18.3. City may conduct such investigations as City deems necessary to assist in the 10 evaluation of any Bid and to establish the responsibility, qualifications, and financial 11 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 12 organizations to perform and furnish the Work in accordance with the Contract 13 Documents to City's satisfaction within the prescribed time. 14 15 18.4. Contractor shall perform with his own organization, work of a value not less than 16 35% of the value embraced on the Contract, unless otherwise approved by the City. 17 Contractor shall complete and submit Section 00 43 36 – Proposed Subcontractors 18 Form. 19 20 18.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 21 responsive Bidder whose evaluation by City indicates that the award will be in the 22 best interests of the City. 23 24 18.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 25 contract to a Nonresident Bidder unless the Nonresident Bidder’s bid is lower than 26 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 27 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 28 comparable contract in the state in which the nonresident’s principal place of 29 business is located. 30 31 18.7. A contract is not awarded until formal City Council authorization. If the Contract is 32 to be awarded, City will award the Contract within 120 days after the day of the Bid 33 opening unless extended in writing. No other act of City or others will constitute 34 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 35 the City. 36 37 18.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 38 39 18.9. Contractor is required to fill out the Certificate of Interested Parties Form 1295 and 40 the form must be submitted to the City Project Manager before the contract will be 41 presented to the City Council. The form can be obtained at 42 https://www.ethics.state.tx.us/tec/1295-Info.htm. 43 44 45 00 21 13 - 10 INSTRUCTIONS TO BIDDERS Page 10 of 10 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 19. Signing of Agreement 1 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 2 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 3 Contractor shall sign and deliver the required number of counterparts of the Agreement to 4 City with the required Bonds, Certificates of Insurance, and all other required documentation. 5 City shall thereafter deliver one fully signed counterpart to Contractor. 6 7 END OF SECTION 8 2 00 35 13-1 CONFLICT OF INTEREST AFFIDAVIT SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 CONFLICT OF INTEREST QUESTIONNAIRE -FORMCIQ For vendor or other person doing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who has a business relationship as defmed by Section 176.001 (1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local government entity not later than the 7th business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a misdemeanor. 1 Name of vendor who has a business relationship with local governmental entity. 1-- 2 r-D Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) ~ Name of local government officer about whom the information in this section is being disclosed. Name of Officer This section, (item 3 including subparts A, B, C & D), must be completed for each officer with whom the vendor has an employment or other business relationship as defined by Section 176.001 (1-a), Local Government Code. Attach additional pages to this Form CIQ as necessary. A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment income, from the vendor? DYes D No B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer named in this section AND the taxable income is not received from the local governmental entity? DYes 0No C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership of one percent or more? D. 4 - 5 - DYes DNo Describe each employment or business and family relationship with the local government officer named in this section. D I have no Conflict oflnterest to disclose. Signature of vendor doing business with the governmental entity 3 END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Date IFB #7118 004100-l BIDFORM Page 1 of 3 2 3 TO: Lori Hewell 4 c/o: Purchasing Division 5 901-B Texas Street 6 Denton, Texas 76209 7 SECTION 00 4100 BID FORM 8 FOR: South Bonnie Brae PH 2 (Vintage Boulevard) 9 10 1 Enter Into Agreement 11 12 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement 13 with City in the form included in the Bidding Documents to perform and furnish all Work as 14 specified or indicated in the Contract Documents for the Bid Price and within the Contract Time 15 indicated in this Bid and in accordance with the other terms and conditions of the Contract 16 Documents. 17 18 2 BIDDER Acknowledgements and Certification 19 20 2.1 In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION 21 TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those 22 dealing with the disposition of Bid Bond. 23 2.2 Bidder is aware of all costs to provide the required insurance, will do so pending contract 24 award, and will provide a valid insurance certificate meeting all requirements within 14 25 days of notification of award. 26 2.3 Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any 27 undisclosed individual or entity and is not submitted in conformity with any collusive 28 agreement or rules of any group, association, organization, or corporation. 29 2.4 Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false 30 or sham Bid. 31 2.5 Bidder has not solicited or induced any individual or entity to refrain from bidding. 32 2.6 Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing 33 for the Contract. For the purposes of this Paragraph: 34 a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing 35 of value likely to influence the action of a public official in the bidding process. 36 37 b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to 38 influence the bidding process to the detriment of City (b) to establish Bid prices 39 at artificial non-competitive levels, or (c) to deprive City of the benefits of free 40 and open competition. 41 42 c. "collusive practice" means a scheme or arrangement between two or more 43 Bidders, with or without the knowledge of City, a purpose of which is to 44 establish Bid prices at artificial, non-competitive levels. 45 46 d. "coercive practice" means harming or threatening to harm, directly or indirectly, 47 persons or their property to influence their participation in the bidding process or 48 affect the execution of the Contract. 49 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 41 00-2 BID FORM Page 2 of3 2.7 The Bidder acknowledges and agrees to comply with the requirements of City Ethics 2 OrdinanceNo.IS-757. 3 4 3 Time of Completion 5 6 3.1 The Work will be complete for Final Acceptance within 450 calendar days after the date 7 when the Contract Time commences to run as provided in Paragraph 2.03 of the General 8 Conditions. 9 3.2 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of 10 failure to complete the Work {and/or achievement of Milestones} within the times 11 specified in the Agreement. 12 13 4 Attached to this Bid 14 15 The following documents are attached to and made a part of this Bid: 16 a. This Bid Form 17 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of 18 Paragraph 5.01 ofthe General Conditions. 19 c. Proposal Form Section 20 d. Vendor Compliance to State Law Non-Resident Bidder, Section 00 43 37 21 e. Conflict oflnterest Affidavit, Section 00 35 13 22 f. Proposed Subcontractors Form, Section 00 43 36 23 g. Bidders Minimum Qualification Statement, Section 00 45 13 24 h. Corporate Resolution of Authorized Signatories, Section 00 45 43 25 1. Any additional documents that may be required by Section 12 of the Instructions to 26 Bidders 27 28 5 Total Bid Amount 29 30 5.1 Bidder will complete the Work in accordance with the Contract Documents for the 31 following bid amount. In the space provided below, please enter the total bid amount for 32 this project. Only this figure will be read publicly by the City at the bid opening. 33 5.2 It is understood and agreed by the Bidder in signing this proposal that the total bid amount 34 entered below is subject to verification and/or modification by multiplying the unit bid 35 prices for each pay item by the respective estimated quantities shown in this proposal and 36 then totaling all of the extended amounts. 37 Total Bid Amount: $ ___________ _ 38 39 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB#7l18 6 Bid Submittal 00 41 00-3 BID FORM Page 3 of3 2 3 4 5 This Bid is submitted on ______________ , 2019 by the entity named below. 6 Respectfully submitted, 7 8 By: ________________________ __ 9 10 11 12 13 (Signature) (Printed Name) 14 Title: ----------------- 15 16 Company: _____________ __ 17 18 Address: ---------------------- 19 20 State oflncorporation: _______ _ 21 Email: --------------- 22 Phone: -------------- CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Receipt is acknowledged of Initial the following Addenda: Addendum No. 1: Addendum No. 2: Addendum No.3: Addendum No. 4: IFB #7118 00 42 43 BID PROPOSAL Page 1 of 6 1 Mobilization 01 07 00 L.S.1 2 Capital Improvement Signs 01 58 13 EA.4 3 Erosion Control SWPPP 01 57 13 L.S.1 4 Topsoil (From Existing Project Site)202.2 S.Y.25,672 5 Topsoil (4" Mixed Soil From a Landscape Supply)202.2 S.Y.25,611 6 Block Sodding (Bermuda)202.5 S.Y.25,611 7 Seeding (Hydromulch)202.6 S.Y.34,117 8 Curlex Blanket 201.15 S.Y.14,767 9 Preparing R.O.W.203.3 STA.141.3 10 Excavation 203.4 C.Y.21,792 11 Remove Existing Paving (Conc.)203.3 S.Y.3,835 12 Remove Existing Sidewalk (Conc.)203.3 S.Y.91 13 Remove Existing Asphalt Paving 203.3 S.Y.5,841 14 Remove 24" Concrete Curb and Gutter 203.3 L.F.340 15 Remove Existing Sign 203.3 EA.23 16 Embankment 203.7 C.Y.53,859 17 Import Fill 203.7 C.Y.32,067 18 Backfill 203.7 STA.141.3 19 Lime Slurry 301.2 TON 1,415.1 20 12" Lime Treated Subgrade 301.2 S.Y.47,162 21 12" Roadbed Base S.Y.9,644 22 Concrete Pavement 8"303.2 S.Y.560 23 Concrete Pavement 10"303.2 S.Y.2,026 24 Concrete Pavement 11" 303.2 S.Y.11,068 25 Concrete Pavement 12"303.2 S.Y.29,946 26 2" Type "C" A.C.P.303.9 S.Y.9,504 27 4" Type "B" A.C.P.303.9 S.Y.8,696 28 5" Type "B" A.C.P.303.9 S.Y.332 29 8" Type "B" A.C.P.303.9 S.Y.476 30 Mono Curb 305.1 L.F.27,917 SECTION 00 42 43 PROPOSAL FORM Bidder's Proposal Description UNIT PRICE BID Specification Section No. Unit of Measure Bidder's Application Bidlist Item No. Bid Quantity Unit Price Extended Price Project Item Information CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 42 43 BID PROPOSAL Page 2 of 6 SECTION 00 42 43 PROPOSAL FORM Bidder's Proposal Description UNIT PRICE BID Specification Section No. Unit of Measure Bidder's Application Bidlist Item No. Bid Quantity Unit Price Extended Price Project Item Information 31 24" Conc. Curb & Gutter 305.1 L.F.671 32 6" Curb Doweled Into Exist. Pavement 305.1 L.F.2,382 33 Dowel Into Exist. Pavement 305.1 L.F.12,814 34 10' Shared use Path (6")305.2 S.Y.10,463 35 Concrete Sidewalks (4" or 5")305.2 S.Y.3,571 36 Curb ramps 305.2 EA.58 37 4" Stamped and Stained Concrete 528.2023 S.Y.3,940 38 6' Wood Fence 801.4 L.F.50 39 Traffic Control - Phase 1 801.1 L.S.1 40 Traffic Control - Phase 2 801.1 L.S.1 41 Traffic Control - Phase 3 801.1 L.S.1 42 Traffic Control - Phase 4 801.1 L.S.1 43 Traffic Control - Phase 5 801.1 L.S.1 44 Traffic Control - Phase 6 801.1 L.S.1 45 Haul Off of Unsuitable Material to Landfill LOAD 200 46 Erosion Control Blanket 201.15 S.Y.350 47 Channel Excavation 203.5 C.Y.250 48 18" R.C.P. (CL III)501.6 L.F.2,715 49 18" R.C.P. (CL V)501.6 L.F.895 50 24" R.C.P. (CL III)501.6 L.F.1,125 51 27" R.C.P. (CL III)501.6 L.F.1,594 52 30" R.C.P. (CL III)501.6 L.F.1,080 53 30" R.C.P. (CL IV)501.6 L.F.30 54 30" R.C.P. (CL V)501.6 L.F.40 55 33" R.C.P. (CL III)501.6 L.F.168 56 36" R.C.P. (CL III)501.6 L.F.680 57 36" R.C.P. (CL IV)501.6 L.F.385 58 42" R.C.P. (CL III)501.6 L.F.1,554 59 48" R.C.P. (CL III)501.6 L.F.431 60 10' x 6' R.C.B.501.6 L.F.39 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 42 43 BID PROPOSAL Page 3 of 6 SECTION 00 42 43 PROPOSAL FORM Bidder's Proposal Description UNIT PRICE BID Specification Section No. Unit of Measure Bidder's Application Bidlist Item No. Bid Quantity Unit Price Extended Price Project Item Information 61 10' Standard Curb Inlet 502.12 EA.2 62 10' Recessed Curb Inlet 502.12 EA.54 63 15' Recessed Curb Inlet 502.12 EA.3 64 20' Recessed Curb Inlet 502.12 EA.1 65 4' x 4' "Y" Inlet 502.12 EA.1 66 6' x 6' "Y" Inlet 502.12 EA.1 67 Type M Manhole 502.12 EA.30 68 Type M Manhole on Exist. R.C.P.502.12 EA.2 69 "FW-S" (30° Skew) Wingwall 502.12 EA.2 70 "PW-S" (30° Skew) Wingwall 502.12 EA.2 71 "CH-FW-0" Headwall 502.12 EA.1 72 "CH-FW-15" Headwall 502.12 EA.2 73 "CH-PW-0" Headwall 502.12 EA.1 74 Install R.C.P. By Other Than Open Cut 503.3 L.F.910 75 Trench Safety 504.1 L.F.9,826 76 Cement Stablized Backfill 504.2 C.Y.107.5 77 12" Grouted Rock Rip-Rap 803.3 S.Y.312 78 18" Grouted Rock Rip-Rap 803.3 S.Y.487 79 3' x 3' Gabion Basket 803.2 C.Y.45 80 12" Gabion Mattress 803.2 C.Y.30 81 Install Precast Plug 502.12 EA.1 82 Connect to Headwall EA.1 83 Connect to Existing R.C.P./R.C.B.EA.5 84 Water Line Lowering EA.2 85 Concrete encasement L.F.30 86 Remove Existing Headwall 496 TXDOT EA.22 87 Remove Existing Storm Pipe 496 TXDOT L.F.1,913 88 Remove Existing Conc. Rip-Rap 496 TXDOT S.Y.654 89 Remove Existing Inlet 496 TXDOT EA.3 90 Remove Existing Manhole 496 TXDOT EA.3 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 42 43 BID PROPOSAL Page 4 of 6 SECTION 00 42 43 PROPOSAL FORM Bidder's Proposal Description UNIT PRICE BID Specification Section No. Unit of Measure Bidder's Application Bidlist Item No. Bid Quantity Unit Price Extended Price Project Item Information 91 Silt Fence 201.5 L.F.9,055 92 Inlet Protection 201.14 EA.63 93 Rock Filter Dam 201.9 EA.5 94 Construction Entrance 201.11 EA.8 95 30" C.M.P.501.6 L.F.90 96 Drill Shaft (TRF SIG POLE) (48 IN)416 L.F.88 97 Conduit (PVC) (SCHD 40) (2")418 L.F.285 98 Conduit (PVC) (SCHD 40) (3")618 L.F.554 99 Conduit (PVC) (SCHD 40) (4")618 L.F.590 100 Elec Condr (NO 4) (Insulated)620 L.F.282 101 Elec Condr (NO 6) (Ground)620 L.F.86 102 Tray Cable (3 CONDR) (12 AWG) - APS Pushbuttons 621 L.F.1,476 103 Tray cable (3 CONDR) (14 AWG) - ILSN Luminaires 621 L.F.2,976 104 Tray Cable (3 CONDR) (16 AWG) - CCTV, Radio 621 L.F.427 105 Tray Cable (3 CONDR) (20 AWG) - Opticom 621 L.F.658 106 Ground Box (CBX)624 EA.6 107 Elec Meter Pedestal (TY D(120/240)100(NS)AL(E)PS(U)628 EA.2 108 Install Highway Traffic Signal 680 EA.2 109 Backplate (12 IN) (3 SEC)682 EA.17 110 Backplate (12 IN) (4 SEC)682 EA.11 111 Backplate (12 IN) (5 SEC)682 EA.2 112 Vehicle Signal Section (12 IN) (LED) (RED)682 EA.21 113 Vehicle Signal Section (12 IN) (LED) (YEL)682 EA.21 114 Vehicle Signal Section (12 IN) (LED) (GRN)682 EA.21 115 Vehicle Signal Section (12 IN) (LED) (RED ARROW)682 EA.9 116 Vehicle Signal Section (12 IN) (LED) (STEADY YEL ARROW)682 EA.11 117 Vehicle Signal Section (12 IN) (LED) (FLASH YEL ARROW)682 EA.9 118 Vehicle Signal Section (12 IN) (LED) (GRN ARROW)682 EA.13 119 Pedestrian Signal Section (Countdown)682 EA.8 120 Traffic Signal Cable (TY A) (14 AWG) (21 CONDR)684 L.F.749 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 42 43 BID PROPOSAL Page 5 of 6 SECTION 00 42 43 PROPOSAL FORM Bidder's Proposal Description UNIT PRICE BID Specification Section No. Unit of Measure Bidder's Application Bidlist Item No. Bid Quantity Unit Price Extended Price Project Item Information 121 Traffic Signal Cable (TY A) (14 AWG) (7 CONDR)684 L.F.3,111 122 Install Traf Signal Pole Lum Truss (25FT)(City)686 EA.4 123 Install Traf Signal Pole Lum Vertical Pole (8ft) (City)686 EA.4 124 Install City Traffic Signal Pole Mast Arm (S) (20')686 EA.4 125 Install City Traffic Signal Pole Mast Arm (S) (40' EXT)686 EA.1 126 Install City Traffic Signal Pole Mast Arm (S) (50' EXT)686 EA.3 127 Install City Traffic Signal Pole Mast Arm Vertical Pole 686 EA.4 128 Install Pedestrian Pushbutton Pole 687 EA.8 129 APS Units - Pushbuttons 688 EA.8 130 Install Luminaire Head (LED)690 EA.4 131 Install Mesh Radio Assembly With Antennae 690 EA.2 132 Install CAT 5E CCTV-RADIO Cable 690 L.F.436 133 Install CCTV Field Equipment 6025 EA.2 134 Install Radar Advance Detection Device (Forward Fire)8558 EA.7 135 Install Radar Presence Detection Device (Stop Bar)8948 EA.8 136 RADD Communcation cable (9 CONDUCTOR)8948 L.F.3,371 137 Traffic Signal Controller and Cabinet EA.2 138 Illuminated Street Name Signs (ILSN)EA.4 139 Emergency Preemtion - 4 Channel Bi Directional Unit EA.4 140 Emergency Preemtion - 4 Channel Discriminator Unit EA.2 141 Battery Back-Up Unit EA.2 142 Pull Box 805.0 EA.15 143 Installation of 35' White Conc. Street Light Pole (Provided by DME)805.3 EA.61 144 2" SCH 40 P.V.C. Conduit 805.3 L.F.16,625 145 2" Rigid Metal Conduit 805.3 L.F.384 146 Bore for Rigid Metal Conduit 805.3 L.F.260 147 Installation of 250 Watt Cobrahead Fixture (Provided by DME)805.3 EA.61 148 #8 Bare Street Light Conductor 805.3 L.F.9,959 149 #8 Insulated Street Light Conductor 805.3 L.F.19,918 150 #6 Bare Street Light Conductor 805.3 L.F.728 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 42 43 BID PROPOSAL Page 6 of 6 SECTION 00 42 43 PROPOSAL FORM Bidder's Proposal Description UNIT PRICE BID Specification Section No. Unit of Measure Bidder's Application Bidlist Item No. Bid Quantity Unit Price Extended Price Project Item Information 151 #6 Insulated Street Light Conductor 805.3 L.F.1,456 152 #4 Bare Street Light Conductor 805.3 L.F.1,980 153 #4 Insulated Street Light Conductor 805.3 L.F.3,960 154 #2 Bare Street Light Conductor 805.3 L.F.3,722 155 #2 Insulated Street Light Conductor 805.3 L.F.7,444 156 Electric Service 628 TXDOT EA.4 157 Type IA Edge Line 804.2 L.F.273 158 Type IB Double Line 804.2 L.F.5,071 159 Type IB Edge Line 804.2 L.F.1,044 160 Type IIIA Barrier Line 804.2 L.F.3,637 161 Type IA Broken Line 804.2 L.F.17,702 162 Type VA Stop Bar 804.2 L.F.495 163 Type IA Broken Line C/R RPM 804.2 EA.430 164 Type IIIA Barrier Line C/R RPM 804.2 EA.330 165 Type IB Double Line A/A RPM 804.2 EA.264 166 Type IB Dotted Line 804.2 L.F.9,216 167 Type VA Diagonal Marking 804.2 L.F.749 168 Type VB Diagonal Marking 804.2 L.F.340 169 Word, White, Per Letter 804.2 EA.48 170 Symbol, White, Arrow 804.2 EA.12 171 Symbol, White, RR Crossing 804.2 EA.4 172 Pedestrian Cross Walk Type VA 804.2 L.F.1,311 173 Symbol Shared Pavement Marking 804.2 EA.40 174 Small Sign Assembly 644 TXDOT EA.121 Total Base Bid CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 2 3 4 SECTION 00 43 13 BID BOND 5 KNOW ALL BY THESE PRESENTS: 004313-1 BID BOND Page 1 of2 6 That we, (Bidder Name) ______________________ , 7 known as "Principal" herein, and (Surety Name) , a 8 corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, 9 are held and firmly bound unto the City of Denton, a municipal corporation created pursuant to 10 the laws ofTexas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's 11 maximum bid price, in lawful money of the United States, to be paid in Denton, Denton County, 12 Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs, 13 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 14 WHEREAS, the Principal has submitted a proposal to perform work for the following 15 project designated as 16 Paving and Drainage Improvements for Vintage Boulevard. 17 18 NOW, THEREFORE, the condition ofthis obligation is such that if the City shall 19 award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all 20 requirements and conditions required for the execution of the Contract and shall enter into the 21 Contract in writing with the City in accordance with the terms of such same, then this obligation 22 shall be and become null and void. If, however, the Principal fails to execute such Contract in 23 accordance with the terms of same or fails to satisfy all requirements and conditions required for 24 the execution of the Contract, this bond shall become the property of the City, without recourse of 25 the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate 26 City for the difference between Principal's total bid amount and the next selected bidder's total 27 bid amount. 28 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 29 Denton County, Texas or the United States District Court for the Eastern District of Texas, 30 Sherman Division. 31 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 00 43 13-2 BID BOND Page 2 of2 1 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the day of 3 , 2019. 4 5 6 By: -------------------------------------------------------------------7 (Principal Name) 8 9 10 11 (Signature and Title of Principal) 12 *By: ____________________________________________________________ ___ 13 (Surety Name) 14 15 16 17 18 19 (Signature of Attorney-in-Fact) *Attach Power of Attorney (Surety) for Attorney-in-Fact END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Impressed Surety Seal Only IFB #7118 2 3 00 43 36-l PROPOSED SUBCONTRACTORS FORM SECTION 00 43 36 PROPOSED SUBCONTRACTORS FORM Pagel of l 4 Each Bidder for a City procurement is required to complete the information below by identifying 5 the proposed subcontractors whom they intend to utilize and the approximate percentage of the 6 overall contract that will be allocated to each entity. Bidder is reminded that a minimum of 35% 7 of the Contract must be performed by Bidder's company. 8 9 10 Company Name Type of W ark to be Performed General Contractor: Subcontractors: Overall Contract Percentage (%) 11 The undersigned hereby certifies that the subcontractors described in the table above will 12 be utilized for this project at the approximate percentage levels indicated above. 13 14 BIDDER: 15 16 17 18 Company By: ____________________________ __ (Please Print) 19 Signature: ____________ _ 20 Address 21 22 23 24 25 26 27 Title: ----------------- City/State/Zip (Please Print) Date: _______________ _ END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 0043 37-1 VENDOR COMPLIANCE TO STATE LAW 2 3 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON-RESIDENT BIDDER Page 1 of 1 4 Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident 5 bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident 6 bidders (out-of-state contractors whose corporate offices or principal place of business are outside 7 the State of Texas) bid projects for construction, improvements, supplies or services in Texas at 8 an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident 9 bidder would be required to underbid a nonresident bidder in order to obtain a comparable 10 contract in the State which the nonresident's principal place of business is located. 11 The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your 12 bid to meet specifications. The failure of nonresident bidders to do so will automatically 13 disqualify that bidder. Resident bidders must check the box in Section B. 14 15 16 A. Nonresident bidders in the State of __________ , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. 17 Nonresident bidders in the State of __________ , our principal place of business, 18 are not required to underbid resident bidders. 19 B. The principal place of business of our company or our parent company or majority owner is 20 in the State ofTexas. D 21 22 BIDDER: 23 24 By: ----------------25 Company (Please Print) 26 27 Signature: _____________ _ 28 Address 29 30 31 32 33 34 City/State/Zip Title: ---------------------------(Please Print) Date: ------------------------------ 35 END OF SECTION CITY OF DENTON STANDARD CONSTRUCHON SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 00 45 13-1 BIDDER'S MINIMUM QUALIFICATION STATEMENT Page 1 of6 1 SECTION 00 45 13 2 BIDDER'S MINIMUM QUALIFICATION STATEMENT 3 4 List three (3) Government references, other than the City of Denton, who can verifY the quality of service 5 your company provides. The City prefers customers of similar size and scope of work to this solicitation. 6 REFERENCE ONE 7 8 GOVERNMENT/COMPANY NAME: 9 LOCATION: 10 CONTACT PERSON AND TITLE: 11 TELEPHONE NUMBER: 12 SCOPE OF WORK: 13 CONTRACT PERIOD: 14 REFERENCE TWO 15 16 GOVERNMENT/COMPANY NAME: 17 LOCATION: 18 CONTACT PERSON AND TITLE: 19 TELEPHONE NUMBER: 20 SCOPE OF WORK: 21 CONTRACT PERIOD: 22 REFERENCE THREE 23 24 GOVERNMENT/COMPANY NAME: 25 LOCATION: ____________________________________ ~~~~~~------------------ 26 CONTACT PERSON AND TITLE:------------------------------~~~~~------------- 27 TELEPHONENUMBER:----------------------------------~~~~~~~----------- 28 SCOPEOFWORK: ____________________________________________________________ __ 29 CONTRACTPERIOD: ____ ~~--------------------------~~---------------------- 30 31 32 33 34 CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 00 45 13-2 BIDDER'S MINIMUM QUALIFICATION STATEMENT Page 2 of6 PROJECT INFORMATION FORM 2 3 Detail three (3) of the most recent projects Bidder's firm has completed providing 4 services similar to this project: 5 6 Project #1 7 Name of Project: 8 9 Project Owner Name, Address and Phone Number: 10 11 Original Contract Amount: 12 13 Final Contract Amount: 14 15 Contract Time Allotted (Calendar Days): 16 17 Start Date for Project: 18 19 Final Completion Date for Project: 20 21 Number ofDays to complete (calendar days): 22 23 24 Detail the project, including size, length, and materials used. Also describe any known contractual issues, 25 successes, or potential problems and solutions encountered. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 00 45 I3-3 BIDDER'S MINIMUM QUALIFICATION STATEMENT Page 3 of6 2 3 PROJECT INFORMATION FORM 4 5 6 7 Project #2 8 Name of Project: 9 10 Project Owner Name, Address and Phone Number: 11 12 Original Contract Amount: 13 14 Final Contract Amount: 15 16 Contract Time Allotted (Calendar Days): 17 18 Start Date for Project: 19 20 Final Completion Date for Project: 21 22 Number of Days to complete (calendar days): 23 24 25 Detail the project, including size, length, and materials used. Also describe any known contractual issues, 26 successes, or potential problems and solutions encountered. 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7Il8 00 45 13-4 BIDDER'S MINIMUM QUALIFICATION STATEMENT Page 4 of6 2 3 PROJECT INFORMATION FORM 4 5 6 Project #3 7 Name of Project: 8 9 Project Owner Name, Address and Phone Number: 10 11 Original Contract Amount: 12 13 Final Contract Amount: 14 15 Contract Time Allotted (Calendar Days): 16 17 Start Date for Project: 18 19 Final Completion Date for Project: 20 21 Number ofDays to complete (calendar days): 22 23 24 Detail the project, including size, length, and materials used. Also describe any known contractual issues, 25 successes, or potential problems and solutions encountered. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 45 13-5 BIDDER'S MINIMUM QUALIFICATION STATEMENT Page 5 of6 SAFETY RECORD QUESTIONNAIRE 2 3 The City of Denton desires to avail itself of the benefits of Section 252.0435 of the Local 4 Government Code, and consider the safety records of potential contractors prior to award of City 5 contracts. Pursuant to Section 252.0435 of the Local Government Code, the City of Denton has 6 adopted the following written definition and criteria for accurately determining the safety record 7 of a respondent prior to awarding City contracts. 8 9 The definition and criteria for determining the safety record of a respondent for this consideration 10 shall be: II I2 The City of Denton shall consider the safety record of the respondent in determining the l3 responsibility thereof. The City may consider any incidence involving worker safety or I4 safety of the citizens of the City of Denton, be it related or caused by environmental, I5 mechanical, operational, supervision or any other cause or factor. Specifically, the City 16 may consider, among other things: 17 A. Complaints to, or final orders entered by, the Occupational Safety and Health I8 Review Commission (OSHRC), against the respondent for violations of OSHA I9 regulations within the past three (3) years. 20 B. Citations (as defined below) from an Environmental Protection Agency (as 21 defmed below) for violations within the past five (5) years. Environmental 22 Protection Agencies include, but are not necessarily limited to, the U.S. Army 23 Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (USFWS), the 24 Environmental Protection Agency (EPA), the Texas Commission on 25 Environmental Quality (TCEQ), the Texas Natural Resource Conservation 26 Commission (TNRCC) (predecessor to the TCEQ), the Texas Department of 27 Health (TDH), the Texas Parks and Wildlife Department (TPWD), the Structural 28 Pest Control Board (SPCB), agencies of local governments responsible for 29 enforcing environmental protection or worker safety related laws or regulations, 30 and similar regulatory agencies of other states of the United States. Citations 31 include notices of violation, notices of enforcement, suspension/revocations of 32 state or federal licenses or registrations, fines assessed, pending criminal 33 complaints, indictments, or convictions, administrative orders, draft orders, final 34 orders, and judicial final judgments. 35 C. Convictions of a criminal offense within the past ten (10) years, which resulted in 36 bodily harm or death. 37 D. Any other safety related matter deemed by the City Council to be material in 38 determining the responsibility of the respondent and his or her ability to perform 39 the services or goods required by the solicitation documents in a safe 40 environment, both for the workers and other employees of respondent and the 41 citizens of the City of Denton. 42 43 In order to obtain proper information from respondents so that City of Denton may consider the 44 safety records of potential contractors prior to awarding bids on City contracts, City of Denton 45 requires that respondents answer the following three (3) questions and submit them with their 46 submissions: 47 48 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 45 13-6 BIDDER'S MINIMUM QUALIFICATION STATEMENT Page 6 of6 QUESTION ONE 2 3 Has the respondent, or the firm, corporation, partnership, or institution represented by the 4 respondent, or anyone acting for such firm, corporation, partnership or institution, received 5 citations for violations of OSHA within the past three (3) years? 6 7 8 YES ___ _ NO ___ _ 9 If the respondent has indicated YES for question number one above, the respondent must provide 10 to City of Denton, with its submission, the following information with respect to each such 11 citation: 12 13 Date of offense, location of establishment inspected, category of offense, final disposition of 14 offense, if any, and penalty assessed. 15 16 QUESTION TWO 17 18 Has the respondent, or the firm, corporation, partnership, or institution represented by the 19 respondent, or anyone acting for such firm, corporation, partnership or institution, received 20 citations for violations of environmental protection laws or regulations, of any kind or type, 21 within the past five years? Citations include notice of violation, notice of enforcement, 22 suspension/revocations of state or federal licenses, or registrations, fines assessed, pending 23 criminal complaints, indictments, or convictions, administrative orders, draft orders, final orders, 24 and judicial final judgments. 25 26 27 YES ___ _ NO ___ _ 28 If the respondent has indicated YES for question number two above, the respondent must provide 29 to City of Denton, with its submission, the following information with respect to each such 30 conviction: 31 32 Date of offense or occurrence, location where offense occurred, type of offense, final disposition 33 of offense, if any, and penalty assessed. 34 35 QUESTION THREE 36 37 Has the respondent, or the firm, corporation, partnership, or institution represented by respondent, 3 8 or anyone acting for such firm, corporation, partnership, or institution, ever been convicted, 39 within the past ten (1 0) years, of a criminal offense which resulted in serious bodily injury or 40 death? 41 42 43 YES ___ _ NO ___ _ 44 If the respondent has indicated YES for question number three above, the respondent must 45 provide to City of Denton, with its submission, the following information with respect to each 46 such conviction: 47 Date of offense, location where offense occurred, type of offense, final disposition of offense, if 48 any, and penalty assessed. 49 END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 00 45 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S CONIPENSA TION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on Paving 5 and Drainage Improvements for Vintage Boulevard. Contractor further certifies that, pursuant to 6 Texas Labor Code, Section 406.096(b ), as amended, it will provide to City its subcontractor's 7 certificates of compliance with worker's compensation coverage. 8 9 CONTRACTOR: 10 11 12 13 Company By: ______________ ~------------- (Please Print) 14 Signature: ____________ _ 15 Address 16 17 18 19 20 21 22 23 24 City/State/Zip THE STATE OF TEXAS COUNTY OF DENTON Title: ---~~-~~~------(Please Print) § § 25 BEFORE ME, the undersigned authority, on this day personally appeared 26 , known to me to be the person whose name is 27 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this _____ day of 32 '2019. 33 34 35 36 37 38 39 Notary Public in and for the State of Texas END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 00 45 43-l CORPORATE RESOLUTION AUTHORIZING SIGNATORIES Pagel of 1 1 SECTION 00 45 43 2 CORPORATE RESOLUTION AUTHORIZING SIGNATORIES 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with Bidder's 7 cmporate resolution authorizing signatories.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised !iffpNmber 20. 2018 IFB #7118 SECTION 00 52 43 2 AGREENIENT 00 52 43-1 Agreement Page 1 of6 3 TIDS AGREEMENT, authorized on is made by and between the City of 4 Denton, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 South Bonnie Brae PH 2 (Vintage Boulevard). 17 IFB #7118 18 Article 3. CONTRACT PRICE 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount, in cuiTent funds, of Dollars 21 ($ ______ ____/ 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within 450 calendar days after the date 25 when the Contract Time commences to run, as provided in Paragraph 2.03 of the General 26 Conditions, plus any extension thereof allowed in accordance with Article 12 of the 27 General Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Two Thousand Dollars $2,000.00 36 for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance 37 until the City issues the Final Letter of Acceptance. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 Article 5. CONTRACT DOCUMENTS 2 5.1 CONTENTS: 00 52 43-2 Agreement Page 2 of6 3 A. The Contract Documents which comprise the entire agreement between City and 4 Contractor concerning the Work consist of the following: 5 1. This Agreement. 6 2. Attachments to this Agreement: 7 a. Bid Form 8 1) Proposal Form 9 2) Vendor Compliance to State Law Non-Resident Bidder 10 3) State and Federal documents (project specific) 11 b. Current Prevailing Wage Rate Table 12 c. Insurance ACORD Form(s) 13 d. Payment Bond 14 e. Performance Bond 15 f. Maintenance Bond 16 g. Power of Attorney for the Bonds 17 h. Worker's Compensation Affidavit 18 1. Form 1295-Certificate of Interested Parties 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 3. General Conditions. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. North Central Texas Council of Governments Standard Specifications for Public Works Construction-Fourth Edition, Divisions 200-800, and as amended by City, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 7. Drawings. 8. Addenda. 9. Documentation submitted by Contractor prior to Notice of Award. 10. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part ofthe Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 Article 6. INDEMNIFICATION 00 52 43-3 Agreement Page 3 of6 2 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 3 expense, the city, its officers, servants and employees, from and against any and all 4 claims arising out of, or alleged to arise out of, the work and services to be performed 5 by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 6 under this contract. This indemnification provision is specifically intended to operate 7 and be effective even if it is alleged or proven that all or some of the damages being 8 sought were caused, in whole or in part, by any act, omission or negligence of the city. 9 This indemnity provision is intended to include, without limitation, indemnity for any 10 and all costs, expenses and legal fees incurred by the city in defending against such 11 claims and causes of actions. 12 13 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 14 the city, its officers, servants and employees, from and against any and all loss of, 15 damage to, or destruction of, property of the city, arising out of, or alleged to arise out 16 of, the work and services to be performed by the contractor, its officers, agents, 17 employees, subcontractors, licensees or invitees under this contract. This 18 indemnification provision is specifically intended to operate and be effective even if it 19 is alleged or proven that all or some of the damages being sought were caused, in 20 whole or in part, by any act, omission or negligence of the city. 21 22 Article 7. MISCELLANEOUS 23 7.1 Terms. 24 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 25 have the meanings indicated in the General Conditions. 26 7.2 Assignment of Contract. 27 This Agreement, including all of the Contract Documents may not be assigned by the 28 Contractor without the advanced express written consent of the City. 29 7.3 Successors and Assigns. 30 City and Contractor each binds itself, its partners, successors, assigns and legal 31 representatives to the other party hereto, in respect to all covenants, agreements and 32 obligations contained in the Contract Documents. 33 7.4 Severability. 34 Any provision or part of the Contract Documents held to be unconstitutional, void or 35 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 36 remaining provisions shall continue to be valid and binding upon City and Contractor. 37 7.5 Governing Law and Venue. 38 This Agreement, including all of the Contract Documents is performable in the State of 39 Texas. Venue shall be Denton County, Texas, or the United States District Court for the 40 Eastern District of Texas, Sherman Division. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 7.6 Authority to Sign. 00 52 43-4 Agreement Page 4 of6 2 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 3 than the duly authorized signatory of the Contractor. 4 5 7.7 Prohibition On Contracts With Companies Boycotting Israel. 6 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 7 Code, the City is prohibited from entering into a contract with a company for goods or 8 services unless the contract contains a written verification from the company that it: (1) 9 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 10 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 11 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 12 certifies that Contractor's signature provides written verification to the City that 13 Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the term of 14 the contract. 15 16 7.8 Immigration Nationality Act. 17 Contractor shall verify the identity and employment eligibility of its employees who 18 perform work under this Agreement, including completing the Employment Eligibility 19 Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of 20 all I-9 forms and supporting eligibility documentation for each employee who performs 21 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 22 establish appropriate procedures and controls so that no services will be performed by any 23 Contractor employee who is not legally eligible to perform such services. 24 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 25 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 26 TIDS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 27 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 28 Contractor, shall have the right to immediately terminate this Agreement for violations of 29 this provision by Contractor. 30 31 7.9 No Third-Party Beneficiaries. 32 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 33 and there are no third-party beneficiaries. 34 35 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 7.10 No Cause of Action Against Engineer. 00 52 43-5 Agreement Page 5 of 6 2 Contractor, its subcontractors and equipment and materials suppliers on the Project or their 3 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 4 subcontractors, for any claim arising out of, in connection with, or resulting from the 5 engineering services performed. Only the City will be the beneficiary of any undertaking by 6 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 7 whether as on-site representatives or otherwise, do not make the Engineer or its personnel 8 in any way responsible for those duties that belong to the City and/or the City's Contractors 9 or other entities, and do not relieve the Contractors or any other entity of their obligations, 10 duties, and responsibilities, including, but not limited to, all construction methods, means, 11 techniques, sequences, and procedures necessary for coordinating and completing all 12 portions of the construction work in accordance with the Contract Documents and any 13 health or safety precautions required by such construction work. The Engineer and its 14 personnel have no authority to exercise any control over any construction contractor or 15 other entity or their employees in connection with their work or any health or safety 16 precautions. 17 18 SIGNATURE PAGE TO FOLLOW 19 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 !FB #7118 00 52 43-6 Agreement Page 6 of6 2 lN WITNESS WHEREOF, City and Contractor have each executed this Agreement to 3 be effective as of the date subscribed by the City's designated City Manager ("Effective Date''). 4 5 CITY OF DENTON 6 7 8 BY: _ 9 10 TITLE: I 1 12 13 CONTRACTOR 14 [CONTRACTOR'S CORPORATE NAME HERE] 15 16 17 BY: 18 AUTHORIZED AGENT 19 20 21 22 NAME 23 24 25 26 TITLE 27 28 29 30 PHONE NUMBER 31 32 33 34 EMAIL ADDRESS 35 36 37 38 ATTEST: 39 ROSA RIOS, CITY SECRETARY 40 41 42 43 44 45 APPROVED AS TO LEGAL FORM: 46 AARON LEAL, CITY ATTORNEY 47 48 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB#7LL8 THE STATE OF TEXAS SECTION 00 61 13 PERFORMANCE BOND 00 61 !3 - 1 PERFORMANCE BOND Page 1 of2 2 3 4 5 6 § § § KNOW ALL BY THESE PRESENTS: 7 8 COUNTY OF DENTON Thmwe, _________________________________________________ ,knownas "Principal" herein and , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State ofTexas, known as IO "Surety" herein (whether one or more), are held and firmly bound unto the City of Denton, a II municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal I2 I3 sum of, ---------------------------------------Dollars ($ ____________________ _,,lawful money of the United States, to be paid in Denton, Denton I4 County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City I8 awarded the __ day of , 2019, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 2I Orders, as provided for in said Contract designated as South Bonnie Brae PH 2 (Vintage 22 Boulevard). 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Denton County, Texas or the United States District Court for the Eastern District of Texas, 3I Sherman Division. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20 2018 IFB #7118 00 61 13-2 PERFORMANCE BOND Page 2 of2 This bond is made and executed in compliance with the provisions of Chapter 2253 ofthe 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 this instrument by duly authorized agents and officers on this the ______ day of __ _ -----' 2019. ATTEST: (Principal) Secretary Witness as to Principal Witness as to Surety PRINCIPAL: BY: ____________ __ Signature Name and Title Address: -------------- SURETY: BY:_~---------Signature Name and Title Address: ___________ _ Telephone Number: _______ _ *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 2 3 4 5 6 7 8 THE STATE OF TEXAS COUNTY OF DENTON That we, SECTION 00 6114 PAYMENT BOND 006114-1 PAYMENT BOND Page I of2 § § § KNOW ALL BY THESE PRESENTS: known as "Principal" herein, and __________________________ , a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Denton, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, m the penal sum of --------------------Dollars 12 13 ($ __________ ___/, lawful money of the United States, to be paid in Denton, Denton 14 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our 15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 __ day of __________ , 2019, which Contract is hereby referred to and made a 19 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 20 and other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as South Bonnie Brae PH 2 (Vintage Boulevard). 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 006114-2 PAYMENT BOND Page 2 of2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the day of 3 -------' 2019. 4 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary Witness as to Surety 5 PRINCIPAL: BY: ____________ _ Signature Name and Title Address: _____________ _ SURETY: BY: _____________ _ Signature Name and Title Address: ----------- Telephone Number: ___________ _ 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 THE DATE OF THE BOND SHALL NOT BE PRIOR 11 TO THE DATE THE CONTRACT IS AWARDED. 12 END OF SECTION 13 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB#7ll8 006119-1 MAINTENANCE BOND Page 1 of 3 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF DENTON SECTION 00 6119 MAINTENANCE BOND § § KNOW ALL BY THESE PRESENTS: § 7 That we, __________________________________________________________, known as 8 "Principal" herein and _____________________________________________, a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Denton, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum of _______________________Dollars 13 ($ _______________ ), lawful money of the United States, to be paid in Denton, Denton 14 County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the_____ day of _________________________, 2019, which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Paving and Drainage Improvement 24 for Vintage Boulevard; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CITY OF DENTON STANDARD CONSTRUCTION SPEClFlCATION DOCUMENTS Revised September 20. 2018 IFB #7118 006119-2 MAINTENANCE BOND Page 2 of3 NOW THEREFORE, the condition ofthis obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED Fl1RTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Denton County, Texas or the United States District Court for the Eastern District of Texas, 13 Sherman Division; and 14 15 PROVIDED Fl1RTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 006119-3 MAINTENANCE BOND Page 3 of3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of _____ _ 3 '2019. 4 5 6 7 8 9 10 11 ATTEST: 12 13 14 (Principal) Secretary 15 16 17 18 19 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Surety) Secretary 33 34 35 Witness as to Surety PRlNCIPAL: BY:_~----------------- Signature Name and Title Address: ___________ _ SURETY: BY:_~-----------Signature Name and Title Address: ___________ _ Telephone Number: _______ _ 36 37 38 39 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 SECTION 00 61 25 2 CERTIFICATE OF INSURANCE 3 4 5 006125-1 CERTIFICATE OF INSURANCE Page I of 1 6 [Assembler: For Contract Document execution, remove this page and replace with standard 7 ACORD Certificate of Insurance form.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 CITY OF DflNTON STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 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 .................................................................................................................................. 6 Article 2 -Preliminary Matters ......................................................................................................................... 7 2.01 Copies of Documents .................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7 2.03 Starting the Work .......................................................................................................................... 7 2.04 Before Starting Construction ........................................................................................................ 7 2.05 Preconstruction Conference .......................................................................................................... 8 2.06 Public Meeting .............................................................................................................................. 8 2.07 Initial Acceptance of Schedules .................................................................................................... 8 2.08 Electronic Submittals .................................................................................................................... 8 Article 3-Contract Documents: Intent, Amending, Reuse ............................................................................ 8 3.01 Intent .............................................................................................................................................. 8 3.02 Reference Standards ...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies ....................................................................................... 9 3.04 Amending and Supplementing Contract Documents ................................................................. 10 3.05 Reuse of Documents ................................................................................................................... 10 3.06 Electronic Data ............................................................................................................................ 11 Article 4 -Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points ........................................................................................................... 11 4.01 Availability ofLands .................................................................................................................. 11 4.02 Subsurface and Physical Conditions .......................................................................................... 12 4.03 Differing Subsurface or Physical Conditions ............................................................................. 12 4.04 Underground Facilities ............................................................................................................... 13 4.05 Hazardous Environmental Condition at Site .............................................................................. 14 Article 5 -Bonds and Insurance ..................................................................................................................... 15 5.01 Licensed Sureties and Insurers ................................................................................................... 15 5.02 Performance, Payment, and Maintenance Bonds ....................................................................... 15 5.03 Certificates of Insurance ............................................................................................................. 16 5.04 Contractor's Insurance ................................................................................................................ 18 5.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 19 Article 6-Contractor's Responsibilities ........................................................................................................ 19 6.01 Supervision and Superintendence ............................................................................................... 19 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 6.02 Labor; Working Hours ................................................................................................................ 19 6.03 Services, Materials, and Equipment ........................................................................................... 20 6.04 Project Schedule .......................................................................................................................... 20 6.05 Substitutes and "Or-Equals" ....................................................................................................... 21 6.06 Concerning Subcontractors, Suppliers, and Others .................................................................... 23 6.07 Wage Rates .................................................................................................................................. 24 6.08 Patent Fees and Royalties ........................................................................................................... 25 6.09 Permits and Utilities .................................................................................................................... 26 6.10 Laws and Regulations ................................................................................................................. 26 6.11 Taxes ........................................................................................................................................... 27 6.12 Use of Site and Other Areas ....................................................................................................... 27 6.13 Record Docurnents ...................................................................................................................... 28 6.14 Safety and Protection .................................................................................................................. 29 6.15 Safety Representative .................................................................................................................. 29 6.16 Hazard Communication Programs ............................................................................................. 30 6.17 Emergencies and/or Rectification ............................................................................................... 30 6.18 Submittals .................................................................................................................................... 30 6.19 Continuing the Work ................................................................................................................... 31 6.20 Contractor's General Warranty and Guarantee .......................................................................... 32 6.21 Indemnification ......................................................................................................................... 32 6.22 Delegation ofProfessional Design Services .............................................................................. 33 6.23 Right to Audit .............................................................................................................................. 34 6.24 Nondiscrimination ....................................................................................................................... 34 Article 7 -Other Work at the Site ................................................................................................................... 34 7.01 Related WorkatSite ................................................................................................................... 34 7.02 Coordination ................................................................................................................................ 35 Article 8-City's Responsibilities ................................................................................................................... 35 8. 01 Communications to Contractor ................................................................................................... 3 5 8. 02 Furnish Data ................................................................................................................................ 3 5 8.03 Pay When Due ............................................................................................................................ 35 8.04 Lands and Easements; Reports and Tests ................................................................................... 36 8.05 Change Orders ............................................................................................................................. 36 8.06 Inspections, Tests, and Approvals .............................................................................................. 36 8.07 Limitations on City's Responsibilities ....................................................................................... 36 8.08 Undisclosed Hazardous Environmental Condition .................................................................... 36 8.09 Compliance with Safety Program ............................................................................................... 36 Article 9 -City's Observation Status During Construction ........................................................................... 36 9.01 City's Project Manager ............................................................................................................ 36 9.02 Visits to Site ................................................................................................................................ 37 9.03 Authorized Variations in Work .................................................................................................. 37 9.04 Rejecting Defective Work .......................................................................................................... 37 9.05 Determinations for Work Performed .......................................................................................... 37 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Article 10 -Changes in the Work; Claims; Extra Work ................................................................................ 3 8 10.01 Authorized Changes in the Work ............................................................................................... 3 8 10.02 Unauthorized Changes in the Work ........................................................................................... 38 10.03 Execution of Change Orders ....................................................................................................... 38 10.04 Extra Work .................................................................................................................................. 38 10.05 Notification to Surety .................................................................................................................. 39 10.06 Contract Claims Process ............................................................................................................. 39 Article 11-Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement.. ................... .40 11.01 Cost ofthe Work ......................................................................................................................... 40 11.02 Allowances .................................................................................................................................. 43 11.03 Unit Price Work .......................................................................................................................... 43 11.04 Plans Quantity Measurement ...................................................................................................... 45 Article 12-Change of Contract Price; Change of Contract Time ................................................................ .45 12.01 Change of Contract Price ............................................................................................................ 45 12.02 Change of Contract Time ............................................................................................................ 46 12.03 Delays .......................................................................................................................................... 47 Article 13-Tests and Inspections; Correction, Removal or Acceptance of Defective Work ..................... .47 13.01 Notice ofDefects ........................................................................................................................ 47 13.02 Access to Work ........................................................................................................................... 47 13.03 Tests and Inspections .................................................................................................................. 47 13.04 Uncovering Work ........................................................................................................................ 49 13.05 City May Stop the Work ............................................................................................................. 49 13.06 Correction or Removal ofDefective Work ............................................................................... .49 13.07 Correction Period ........................................................................................................................ 50 13.08 Acceptance ofDefective Work ................................................................................................... 51 13.09 City May Correct Defective Work ............................................................................................. 51 Article 14 -Payments to Contractor and Completion .................................................................................... 52 14.01 Schedule ofValues ...................................................................................................................... 52 14.02 Progress Payments ...................................................................................................................... 52 14.03 Contractor's Warranty ofTitle ................................................................................................... 54 14.04 Partial Utilization ........................................................................................................................ 54 14.05 Final Inspection ........................................................................................................................... 55 14.06 Final Acceptance ......................................................................................................................... 55 14.07 Final Payment. ............................................................................................................................. 55 14.08 Final Completion Delayed and Partial Retainage Release ........................................................ 56 14.09 Waiver of Claims ........................................................................................................................ 56 Article 15-Suspension of Work and Termination ........................................................................................ 57 15.01 City May Suspend Work ............................................................................................................. 57 15.02 City May Terminate for Cause ................................................................................................... 57 15.03 City May Terminate For Convenience ....................................................................................... 59 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Article 16 -Dispute Resolution ...................................................................................................................... 61 16.01 Methods and Procedures ............................................................................................................. 61 A.rticle 17 -Miscellaneous .............................................................................................................................. 62 17.01 GivingNotice .............................................................................................................................. 62 17.02 Computation of Times ................................................................................................................ 62 17.03 Cumulative Remedies ................................................................................................................. 62 17.04 Survival of Obligations ............................................................................................................... 63 17.05 Headings ...................................................................................................................................... 63 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms 00 72 00-I GENERAL CONDITIONS Page I of63 A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. 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 City and Contractor covering the Work. 3. Application for Payment-The form acceptable to City 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. Award-Authorization by the City Council for the City to enter into an Agreement. 6. Bid-The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder-The individual or entity who submits a Bid directly to City. 8. Bidding Documents-The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. 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. 1 0. Business Day -A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Calendar Day-A day consisting of 24 hours measured from midnight to the next midnight. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 2 of63 12. Change Order-A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 13. City-The City of Denton is a Texas home-rule municipal corporation acting by its City Council through its City Manager or his designee. 14. City Attorney-The officially appointed City Attorney of the City of Denton, Texas, or his duly authorized representative. 15. City Council -The duly elected and qualified governing body of the City of Denton, Texas. 16. City Manager -The officially appointed and authorized City Manager of the City of Denton, Texas, or his duly authorized representative. 17. Contract Claim-A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, 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 Contract Claim. 18. Contract-The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents-Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price-The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions ofParagraph 11.03 in the case ofUnit Price Work). 21. Contract Time-The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 22. Contractor-The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work-See Paragraph 11.01 ofthese General Conditions for definition. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 007200-1 GENERAL CONDITIONS Page 3 of63 24. Damage Claims-A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day-A day, unless otherwise defmed, shall mean a Calendar Day. 26. 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. Submittals are not Drawings as so defined. 27. 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. 28. Engineer-The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 29. Extra Work -Additional work made necessary by changes or alterations of the Contract Documents or quantities; or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 30. Field Order -A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. 31. Final Acceptance -The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 32. Final Inspection -Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 33. General Requirements-Sections of Division 1 of the Contract Documents. 34. Hazardous Environmental Condition-The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 35. Hazardous Waste-Hazardous waste is defmed as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 36. Incidental-Work items that the Contractor is not paid for directly, but costs for which are included under the various bid items of the Project. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 4 of63 3 7. Laws and Regulations-Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 38. Liens-Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 39. Major Item-An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 40. Milestone-A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 41. Notice of Award-The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 42. Notice to Proceed-A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 43. PCBs-Polychlorinated biphenyls. 44. 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. 45. Plans-See definition of Drawings. 46. Project Schedule-A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 47. Project-The Work to be performed under the Contract Documents. 48. Project Manager -The authorized representative of the City who will be assigned to the Project. 49. Project Manual -The documentary information prepared for bidding and furnishing the Work. A listing of the contents of the Project Manual is contained in its Table of Contents. 50. Public Meeting -An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 5 of 63 51. Radioactive Material-Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 52. Regular Working Hours -Excluding legal holidays, regular working hours shall be Monday thru Friday between 6:00a.m. and 8:30p.m. from June 1 to September 30 and between 7:00 a.m. and 8:30p.m. from October 1 to May 31. 53. 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. 54. 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. 55. 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 Contractor's Applications for Payment. 56. Site-Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor. 57. 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. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 58. 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. 59. Submittals-All drawings, diagrams, illustrations, schedules, and other data or infmmation which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 60. Subsidiary-See definition of Incidental. 61. Successful Bidder-The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 62. Superintendent -The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 6 of63 63. Supplementary Conditions-That part of the Contract Documents which amends or supplements these General Conditions. 64. 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. 65. 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 but not limited to, 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. 66. Unit Price Work-See Paragraph 11.03 of these General Conditions for defmition. 67. Weekend Working Hours-Hours between 8:00a.m. and 8:30p.m., Saturday, and between 1:00 p.m. and 8:30p.m. Sunday or legal holiday, as approved in advance by the City. 68. 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 including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 69. Working Day-A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 8 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defmed 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 judgment by City. 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 City 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). CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 C. Defective: 007200-1 GENERAL CONDITIONS Page 7 of63 1. The word "defective," when modifying the word "Work," refers to Work that 1s rmsatisfactory, 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 City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. 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 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and three (3) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run 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. 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to rrm. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 2.05 ?reconstruction Conference 007200-1 GENERAL CONDITIONS Page 8 of63 Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. 2.08 Electronic Submittals A. Except as otherwise stated elsewhere in the Contract, the City and Contractor may transmit, and shall accept, Project-related correspondence, text, data, documents, drawings, information, and graphics, including but not limited to Shop Drawings and other submittals, in electronic media or digital format. B. When transmitting items in electronic media or digital format, the transmitting party makes no representations as to long term compatibility, usability, or readability of the items resulting from the recipient's use of software application packages, operating systems, or computer hardware differing from those used in the drafting or transmittal of the items, or from those established in applicable transmittal protocols. ARTICLE 3-CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 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 City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-1 GENERAL CONDITIONS Page 9 of63 relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various pruis of a section or articles within a part depending on the fonnat of the section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 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 City, Contractor, 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 City, or any of its 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: 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 against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City 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 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 10 of63 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 City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.17.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 City 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 the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Drawings shall govern over Specifications, and Supplementary Conditions shall govern over General Conditions and Specifications. 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 thereofby a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 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, 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 City and specific written CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 verification or adaptation by Engineer. 007200-1 GENERAL CONDITIONS Page II of63 B. The prohibitions of this Paragraph 3.05 will survive fmal 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 City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (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. 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. City shall furnish the Site. City 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. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City 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. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 12 of63 C. Contractor shall provide for all additional lands and access thereto that may be required for 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 City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City 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. Contractor may not make any Contract Claim against City, 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; then Contractor shall, promptly after becoming aware thereof and before further disturbing the CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 13 of63 subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17 .A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 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 City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City 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 and adjustment of the Work with the owners of such Underground Facilities, including City, 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 which conflicts with the Work 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 6.17.A), CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 14 of63 identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City 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. Contractor may not make any Contract Claim against City, 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 infotmation 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 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 00 72 00-1 GENERAL CONDITIONS Page 15 of63 Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City 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 suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. 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 City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, 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.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. 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. ARTICLE 5-BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas 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. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Sgptember 20. 2018 00 72 00-l GENERAL CONDITIONS Page 16 of63 to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. 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 sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. The bonds must be dated on, or after, the date of the Contract. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 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 and 5.02.C. 5.03 Certificates of Insurance A. Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 17 of63 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the pnmary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 1 0%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, or self-funding, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon the scope of the Work, changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 18 of63 law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability 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. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors,. products/completed operations, personal injury, liability under an insured contract, and explosion/collapse/underground (where those exposures exist). Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the 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. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 19 of63 D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. 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. B. At all times during the progress of the Work, Contractor shall assign a competent Superintendent, who is proficient in English, and who shall not be replaced without written notice to City. If at any time the Superintendent is not satisfactory to the City, Contractor shall, if requested by City, replace the Superintendent with another satisfactory to City. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor,· Working Hours A. Contractor shall provide competent, suitably qualified personnel to 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 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 20 of63 performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours, request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours, request must be made by noon of the preceding Wednesday 3. for legal holidays, request must be made by noon seven Days prior to the legal holiday. 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 perfmmance, Contractor required testing, start-up, and completion of the Work, whether or not such items are specifically called for in the Contract Documents. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of sufficient quality to complete the Work 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 City. If required by City, 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 to be incorporated into the Work 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. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 21 of63 for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 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 of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal" Items: If in City'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 City as an "or-equal" item, in which case review and approval of the proposed item may, in City'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. the City 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; and 4) it is not objectionable to the City. b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: CITY OF DENTON a. If in City'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.l, it may be submitted as a STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 proposed substitute item. 007200-1 GENERAL CONDITIONS Page 22 of63 b. Contractor shall submit sufficient information as provided below to allow City 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 City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 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; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final 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 City for other work on the Project) to adapt the design to the proposed substitute item; 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; and 3) will identify: a) all variations of the proposed substitute item from that specified; 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 Damage 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 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 23 of63 of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City 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. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City'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 City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) 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. G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City 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 (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00 -I GENERAL CONDITIONS Page 24 of63 individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Contractor shall be fully responsible to City 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: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City 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. E. 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. F. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. G. All 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 City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Denton to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 25 of63 good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a fmal determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is fmal and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 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 ofthe Work and if, to the actual knowledge of City, 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 City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 use of said fees or royalties to others. 00 72 00-I GENERAL CONDITIONS Page 26 of63 B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, 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 peiformance 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. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City 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, ifthere are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits 5. Texas Department of Licensing and Regulation (TDLR) Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 27 of63 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, the City shall not 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 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Rulings applicable to Texas Tax Code, Subchapter H. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with all applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax pennits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxfOlms/93-forms.html 6.12 Use ofSite 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 pennitted 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 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 20/8 resulting from the performance of the Work. 00 72 00-I GENERAL CONDITIONS Page 28 of63 2. At any time when, in the judgment of the City, the Contractor has obstructed, closed, or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Construction equipment, spoil materials, supplies, forms, buildings, labs, or equipment and supply storage buildings, or any other item that may be transported by flood flows, shall not be stored within existing federal floodways during the course of the Work. 4. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 5. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. 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. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25% of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work, Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property 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 or better all property disturbed by the Work. E. 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. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 00 72 00-I GENERAL CONDITIONS Page 29 of63 show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and embedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and superv1smg 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 City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.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. 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 City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 6.16 Hazard Communication Programs 007200-1 GENERAL CONDITIONS Page 30 of63 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 in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification 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 City 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 City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City resources or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit in accordance with the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data, to demonstrate to City the services, materials, and equipment Contractor proposes to provide, and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20 2018 00 72 00-1 GENERAL CONDITIONS Page 31 of63 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identifY each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance 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. City's review and acceptance 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 acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 6.20 Contractor's General Warranty and Guarantee 007200-1 GENERAL CONDITIONS Page 32 of63 A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's 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. Contractor's 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 City; 2. recommendation or payment by City of any progress or fmal payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 33 of63 Contract. TIDS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. TIDS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOlVIE OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. 6.22 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. 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, City 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, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance 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. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 6.23 Right to Audit 00 72 00-I GENERAL CONDITIONS Page 34 of63 A. The City shall have the right to audit and make copies of the books, records and computations pertaining to the Contract. The Contractor shall retain such books, records, documents and other evidence pertaining to the Contract period and five years thereafter, except if an audit is in progress or audit findings are yet unresolved, in which case records shall be kept until all audit tasks are completed and resolved. These books, records, documents and other evidence shall be available, within ten (10) business days of written request. Further, the Contractor shall also require all Subcontractors, material suppliers, and other payees to retain all books, records, documents and other evidence pertaining to the Contract, and to allow the City similar access to those documents. All books and records will be made available within a 50 mile radius of the City. The cost of the audit will be borne by the City unless the audit reveals an overpayment of 1% or greater. If an overpayment of 1% or greater occurs, the reasonable cost of the audit, including any travel costs, must be borne by the Contractor which must be payable within five (5) business days of receipt of an invoice. B. Failure to comply with the provisions of this section shall be a material breach of the Contract and shall constitute, in the City's sole discretion, grounds for termination thereof. Each of the terms "books", "records", "documents" and "other evidence", as used above, shall be construed to include drafts and electronic files, even if such drafts or electronic files are subsequently used to generate or prepare a fmal printed document. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal fmancial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national ongm. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defmed in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7-OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, 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 written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-l GENERAL CONDITIONS Page 35 of63 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 City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City 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 in the work provided by others. 7.02 Coordination A. If City 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, City shall have authority for such coordination. ARTICLE 8-CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 8.04 Lands and Easements; Reports and Tests 00 72 00-I GENERAL CONDITIONS Page 36 of63 City'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 City'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 or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. 8.07 Limitations on City's Responsibilities A. The City 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. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9-CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager or Duly Authorized Representative City will provide a Project Manager or duly authorized representative during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager or duly appointed representative during construction are set forth in the Contract Documents. City's Project Manager for this Contract is as set forth in the Supplementary Conditions. City will establish a duly authorized representative at the Preconstruction Meeting in accordance with Section 01 31 19. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 9.02 Visits to Site 00 72 00-I GENERAL CONDITIONS Page 37 of63 A. City will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's visits and observations are subject to all the limitations on authority and responsibility set forth in Paragraph 8.07. Particularly, but without limitation, during or as a result of City's visits or observations of Contractor's Work, City 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 Authorized Variations in Work City's Project Manager or duly authorized representative 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 Time 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 City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager or duly authorized representative believes to be defective, or 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. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations/or WorkPerformed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager or duly authorized representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be fmal (except as modified to reflect changed factual conditions or more accurate data). CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 00 72 00 ·I GENERAL CONDITIONS Page 38 of63 A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions ofParagraph 10.06. ARTICLE 10-CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall proceed with the Work involved only upon receiving written notice from City. Extra Work will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time 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 6.17. 10.03 Execution ofChange Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.0l.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Plice or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Dispute of Extra Work A. Should a difference alise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 39 of63 reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 1 0.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety 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 Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. 1 0. 06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent ofthe Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions ofParagraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 00 72 00-I GENERAL CONDITIONS Page 40 of63 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. D. City's written action under Paragraph 10.06.C will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 1 0.06. F. If the City fails to take any action pursuant to Paragraph 10.06 (C) the contract Claim is considered to have been denied by the City. ARTICLE 11-COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost ofthe Work means the sum of all costs, except those excluded in Paragraph ll.Ol.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, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 1l.Ol.B, and shall include but not be limited to 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 City 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; CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-1 GENERAL CONDITIONS Page 41 of63 a. 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, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 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. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, 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. 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, 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 Subcontractor's 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 11.0 1. 5. 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. 6. Supplemental costs including the following: CITY OF DENTON a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. 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. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 42 of63 d. 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. e. 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 perfmmance of the Work, 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 City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. h. 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 11.0 l.A.l or specifically covered by Paragraph 11.0 l.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 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. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 43 of63 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 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 12.0l.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 1l.Ol.A and 1l.Ol.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: 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 City. 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 allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 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 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 City subject to the provisions of Paragraph 9.05. 00 72 00-1 GENERAL CONDITIONS Page 44 of63 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. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 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. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work m accordance with Paragraph 1 0.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit pnce. 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item ofthe Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 11.04 Plans Quantity Measurement for Unclassified Excavation or Embankment 007200-1 GENERAL CONDITIONS Page 45 of63 A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the fmal quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the fmal quantity as a plans quantity. E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12-CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change ofContract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order 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 ofParagraph 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 or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00 -I GENERAL CONDITIONS Page 46 of63 and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.0l.C). C. Contractor's Fee: The Contractor's additional 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 ofthe Cost of the Work: a. for costs incurred under Paragraphs ll.Ol.A.1, 1l.Ol.A.2. and 1l.Ol.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 1l.Ol.A.4 and 1l.Ol.A.5, the Contractor's fee shall be five percent (5%); 1) 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 12.0l.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 ll.Ol.A.1 and 1l.Ol.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 1l.Ol.A.6, and 1l.Ol.B; d. the amount of credit to be allowed by Contractor to City 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 Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change ofContract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 12.03 Delays 00 72 00-I GENERAL CONDITIONS Page 47 of63 A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, 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. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City 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. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time 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. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. ARTICLE 13-TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City 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 City, 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 City 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. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-1 GENERAL CONDITIONS Page 48 of63 of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's 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, re-tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. 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 City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 13.04 Uncovering Work 00 72 00 -I GENERAL CONDITIONS Page 49 of63 A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. 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 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); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an extension of the Contract Time directly attributable to such uncovenng, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work 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, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City 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 anyofthem. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, 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). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 50 of63 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 City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by 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 City or permitted by Laws and Regulations as contemplated in Paragraph 6.1 O.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's 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 City, 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. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City 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 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 Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. 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 may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 1 0.06. 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. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 13.08 Acceptance of Defective Work 007200-1 GENERAL CONDITIONS Page 51 of63 If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City 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 other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City 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, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City 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, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City 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 other dispute resolution costs) incurred or sustained by City 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 City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule ofValues The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 52 of63 acceptable to City. 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. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City 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. 3. 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 City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that 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. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: CITY OF DENTON 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 Final Acceptance, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-1 GENERAL CONDITIONS Page 53 of63 the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment 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 City 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 City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or e. City has actual knowledge of the occurrence of any of the events enumerated m Paragraph 15.02.A. C. Retainage: 1. For all contracts, retainage shall be five percent (5%). D. Liquidated Damages: For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 54 of63 F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Claims have been made against City 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 City to secure the satisfaction and discharge of such Liens; c. there are other items entitling City to a set-off against the amount recommended; or d. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 14.03 Contractor's Warranty of Title 00 72 00-I GENERAL CONDITIONS Page 55 of63 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 City no later than the time of payment free and clear of all Liens. 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. City will promptly schedule a Final Inspection with Contractor. 2. City 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. B. City reserves the right to deny request for Final Inspection if City determines that the entire Work is not sufficiently complete to warrant a Final Inspection. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-I GENERAL CONDITIONS Page 56 of63 14.07 Final Payment A. Application/or Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 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 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanymg documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, 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 City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, 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 City with the Application for such payment. Such payment shall be made under the terms and conditions CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 57 of63 governing fmal payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver ofClaims The acceptance of fmal payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15-SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 limitation, may justify termination for cause: 00 72 00-I GENERAL CONDITIONS Page 58 of63 1. Contractor's 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, failure to adhere to the Project 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 City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. CITY OF DENTON a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 59 of63 Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from 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 City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven 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. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions ofthis Article. 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 00 72 00-1 GENERAL CONDITIONS Page 60 of63 Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 007200-1 GENERAL CONDITIONS Page 61 of63 submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. 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; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. 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. ARTICLE 16-DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 1 0.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.C or a denial pursuant to Paragraphs 1 0.06.C.3 or 1 0.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: 1. elects in writing to invoke any other dispute resolution process provided for m the CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Supplementary Conditions; or 00 72 00-I GENERAL CONDITIONS Page 62 of63 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE17-NUSCELLANEOUS 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. 3. delivered by electronic means to or from the Project Manager. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation ofTimes 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 the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies 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. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 17.04 Survival ofObligations 00 72 00-I GENERAL CONDITIONS Page 63 of63 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 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Supplementary Conditions SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GEl\TERAL COJ'IDITIONS 00 73 00-I SUPPLEMENTARY CONDITIONS Page I of5 These Supplementary Conditions modify and supplement Section 00 72 00 -General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the fmal easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.l., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of [Month Day, Year this document was prepared}: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER TARGET DATE OF POSSESSION <If there is none then write "None"> 34 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 35 and do not bind the City. 36 37 If Contractor considers the fmal easements provided to differ materially from the representations on the 38 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 39 notify City in writing associated with the differing easement line locations. 40 41 SC-4.01A.2, "Availability of Lands" 42 43 Utilities or obstructions to be removed, adjusted, and/or relocated 44 45 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 46 as of [Month Day, Year this document was prepared] CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 00 73 00-2 SUPPLEMENTARY CONDITIONS Page 2 of5 EXPECTED OWNER UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT <If there is none then write "None"> 2 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 3 and do not bind the City. 4 5 SC-4.02A., "Subsurface and Physical Conditions" 6 7 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 8 9 Report No. 1010-1564, dated June 2011, prepared Landtec Engineers, a sub-consultant of the City, 10 providing additional information for South Bonnie Brae PH 2 (Vintage Boulevard). 11 12 The following are drawings of physical conditions in or relating to existing surface and subsurface 13 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 14 "None" 15 16 SC-4.06A., "Hazardous Environmental Conditions at Site" 17 18 The following are reports and drawings of existing hazardous environmental conditions known to the City: 19 "None" 20 21 SC-5.03A., "Certificates of Insurance" 22 23 The entities listed below are "additional insureds as their interest may appear" including their respective 24 officers, directors, agents and employees. 25 26 (1) City 27 (2) Consultant: Kasper/Graham Associates, Inc. 28 (3) Other: None 29 30 SC-5.04A., "Contractor's Insurance" 31 32 The limits ofliability for the insurance required by Paragraph GC-5.04 shall provide the following 33 coverages for not less than the following amounts or greater where required by laws and regulations: 34 35 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 36 37 Statutory limits 3 8 Employer's liability 39 $100,000 each accident/occurrence 40 $100,000 Disease-each employee 41 $500,000 Disease-policy limit 42 43 SC-5.04B., "Contractor's Insurance" 44 45 5.04B. Conunercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 46 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 47 minimum limits of: 48 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB#7118 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 $1,000,000 each occurrence $2,000,000 aggregate limit 00 73 00-3 SUPPLEMENTARY CONDITIONS Page 3 of5 The policy must have an endorsement (Amendment-Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate oflnsurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable iflimits are at least: $250,000 $500,000 $100,000 Bodily Injury per person I Bodily Injury per accident I Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks, or perform work within 25 feet of the center line of tracks owned and operated by Union Pacific Railroad. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: $Confirm Limits with Railroad (2) Each Occurrence: $Confirm Limits with Railroad X Required for this Contract Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 00 73 00-4 SUPPLEMENTARY CONDITIONS Page 4 of5 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at- grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: "None" SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: "None" SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of"None" Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION TxDot 41 42 SC-7.02., "Coordination" 43 Access Permit at Vintage & I.H. 35W & US HWY377 44 The individuals or entities listed below have contracts with the City for the performance of other work at 45 the Site: 46 Vendor Scope of Work "None" CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Coordination Authority IFB #7118 1 2 SC-8.01, "Communications to Contractor" 3 00 73 00-5 SUPPLEMENTARY CONDITIONS Page 5 of5 4 <Identify any specific communication coordination requirement and/or list any Section that requires such 5 specific coordination requirement> 6 7 SC-9.01., "City's Project Manager" 8 9 The City's Project Manager for this Contract is Mrs. Robin Davis, or his/her successor pursuant to written 10 notification from the City Engineer. 11 12 SC-13.03C., "Tests and Inspections" 13 14 "None" 15 16 SC-16.01C.l, "Methods and Procedures" 17 18 "None" 19 20 END OF SECTION Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #71 18 2 3 4 5 00 73 73-1 FORM 1295-CERTIFICATE OF INTERESTED PARTIES Page 1 of 1 SECTION 00 73 73 FORM 1295 -CERTIFICATE OF INTERESTED PARTIES 6 [Contractor: Replace this page with Form 1295 for this Contract, 'rvhich can be obtained at 7 www.ethics.state.tx.us7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name ofvendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Denton Standard Specification 15 "None" 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 -General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered incidental to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 3 0 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifYing is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 lFB #7118 0125 00-2 SUBSTITUTION PROCEDURES Page 2 of4 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit one PDF copy via email to the Project Manager and their duly appointed 9 representative, including: 10 a. Documentation 11 1) Complete data substantiating compliance of proposed substitution with 12 Contract Documents 13 2) Data relating to changes in construction schedule, when a reduction is 14 proposed 15 3) Data relating to changes in cost 16 b. For products 17 1) Product identification 18 a) Manufacturer's name 19 b) Telephone number and representative contact name 20 c) Specification Section or Drawing reference of originally specified 21 product, including discrete name or tag number assigned to original 22 product in the Contract Documents 23 2) Manufacturer's literature clearly marked to show compliance of proposed 24 product with Contract Documents 25 3) Itemized comparison of original and proposed product addressing product 26 characteristics including, but not necessarily limited to: n ~ S~e 28 b) Composition or materials of construction 29 c) Weight 30 d) Electrical or mechanical requirements 31 4) Product experience 32 a) Location of past projects utilizing product 33 b) Name and telephone number of persons associated with referenced 34 projects knowledgeable concerning proposed product 35 c) Available field data and reports associated with proposed product 36 5) Samples 37 a) Provide at request of City. 38 b) Samples become the property of the City. 39 c. For construction methods: 40 1) Detailed description of proposed method 41 2) Illustration drawings 42 C. Approval or Rejection 43 1. Written approval or rejection of substitution given by the City 44 2. City reserves the right to require proposed product to comply with color and pattern 45 of specified product if necessary to secure design intent. 46 3. In the event the substitution is approved, the resulting cost and/or time reduction 47 will be documented by Change Order in accordance with the General Conditions. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 25 00-3 SUBSTITUTION PROCEDURES Page 3 of4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 anse 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 -PRODUCTS [NOT USED] 28 PART 3 -EXECUTION [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 2 3 4 5 6 7 8 9 10 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 01 25 00-4 SUBSTITUTION PROCEDURES Page 4 of4 TO: ______________________________________________________________ ___ PROJECT: ________________ DATE: __________ _ We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM 11 Proposed Substitution: _____________________________ _ 12 Reason for Substitution: ------------------------------- 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better (explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 38 39 Signature ____________ _ as noted Firm ______________ _ Recommended Recommended Not recommended __ Received late 40 41 42 43 44 45 Address ____________ _ By ________________ _ Dme ______________ _ Telephone ____________ _ 46 For Use by City: 47 48 49 ___ .Approved City ________________________ _ CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 Date _________________ _ Remarks _______________ _ ___ Rejected Date _________________ _ IFB #7118 013119-1 ?RECONSTRUCTION MEETING Page 1 of3 SECTION 01 3119 2 PRECONSTRUCTION MEETING 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarity construction contract administration procedures 8 B. Deviations from this City of Denton Standard Specification 9 "None" 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1-General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered incidental to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 4. Project Manager will establish their duly authorized representative(s) authorized to 27 make decisions as identified in the Contract Documents. 28 B. Preconstruction Meeting 29 1. A preconstruction meeting will be held within 14 days after the execution of the 30 Agreement and before Work is started. 31 a. The meeting will be scheduled and administered by the City. 32 2. The Project Manager will preside at the meeting, prepare the notes of the meeting 33 and distribute copies of same to all participants who so request by fully completing 34 the attendance form to be circulated at the beginning of the meeting. 35 3. Attendance shall include: 36 a. Project Manager 37 b. Project Manager's duly authorized representative (if any) 38 c. Contractor's project manager 39 d. Contractor's superintendent CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013119-2 ?RECONSTRUCTION MEETING Page 2 of3 e. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request f. Other City representatives g. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments 1. Extra Work and Change Order Procedures J. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. Final Acceptance hh. Final Payment ii. Communications Plan jj. Questions or Comments CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 1.5 SUBMITTALS [NOT USED] 01 31 19-3 ?RECONSTRUCTION MEETING Page 3 of3 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 -PRODUCTS [NOT USED] 10 PART 3-EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 SECTION 01 31 20 2 PROJECT MEETINGS 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 01 31 20-1 PROJECT MEETINGS Page 1 of3 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Denton Standard Specification 10 "None" 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1-General Requirements 14 1.2 PRICEANDPAYMENTPROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered incidental to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be recorded. 26 4. Meetings, in addition to those specified in this Section, may be held when requested 27 by the City, Engineer or Contractor. 28 B. Pre-Construction Neighborhood Meeting 29 1. After the execution of the Agreement, but before construction is allowed to begin, 30 attend 1 Public Meeting with affected residents to: 31 a. Present projected schedule, including construction start date 32 b. Answer any construction related questions 33 2. Meeting Location 34 a. Location of meeting to be determined by the City. 35 3. Attendees 36 a. Contractor 37 b. Project Manager 38 c. Other City representatives 39 4. Meeting Schedule CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 013120-2 PROJECT MEETINGS Page 2 of3 a. In general, the neighborhood meeting will occur within the 2 weeks following 2 the pre-construction conference. 3 b. In no case will construction be allowed to begin until this meeting is held. 4 C. Progress Meetings 5 1. Formal project coordination meetings will be held Bi-weekly. Meetings will be 6 scheduled and administered by Project Manager. 7 a. Additional meetings may be held at the request of the: 8 1) City 9 2) Engineer 10 3) Contractor 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Manager will preside at progress meetings, prepare the notes of the 19 meeting and distribute copies of the same to all participants who so request by fully 20 completing the attendance form to be circulated at the beginning of each meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Manager 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 1. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information 49 6. Meeting Location CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 1 a. The City will establish a meeting location. 2 1) To the extent practicable, meetings will be held at the Site. 3 1.5 SUBMITTALS [NOT USED] 013120-3 PROJECT MEETrNGS Page 3 of3 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 -PRODUCTS [NOT USED] 12 PART 3 -EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE lFB #7118 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of4 SECTION 01 32 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 B. Deviations from this City of Denton Standard Specification 9 "None" 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1-General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered incidental to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES 18 A. Definitions 19 1. Baseline Schedule -Initial schedule submitted before work begins that will serve 20 as the baseline for measuring progress and departures from the schedule. 21 2. Progress Schedule-Monthly submittal of a progress schedule documenting 22 progress on the project and any changes anticipated. 23 3. Schedule Narrative-Concise narrative of the schedule including schedule 24 changes, expected delays, key schedule issues, critical path items, etc 25 B. Reference Standards 26 "None" 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Baseline Schedule 29 1. General 30 a. Prepare a baseline Schedule using approved software and the Critical Path 31 Method (CPM). 32 b. Review the draft baseline Schedule with the City to demonstrate understanding 33 of the work to be performed and known issues and constraints related to the 34 schedule. 35 c. Designate an authorized representative (Project Scheduler) responsible for 36 developing and updating the schedule and preparing reports. 37 B. Progress Schedule 38 1. Update the progress Schedule monthly. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of4 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 2 3. Change Orders 3 a. Incorporate approved change orders, resulting in a change of contract time, in 4 the baseline Schedule. 5 C. Responsibility for Schedule Compliance 6 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 7 Report that delays to the critical path have resulted and the Contract completion 8 date will not be met, or when so directed by the City, make some or all of the 9 following actions at no additional cost to the City 10 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 11 outlining: 12 1) A written statement of the steps intended to take to remove or arrest the 13 delay to the critical path in the approved schedule 14 2) Increase construction manpower in such quantities and crafts as will 15 substantially eliminate the backlog of work and return current Schedule to 16 meet projected baseline completion dates 17 3) Increase the number of working hours per shift, shifts per day, working 18 days per week, the amount of construction equipment, or any combination 19 of the foregoing, sufficiently to substantially eliminate the backlog of work 20 4) Reschedule activities to achieve maximum practical concurrency of 21 accomplishment of activities, and comply with the revised schedule 22 2. If no written statement of the steps intended to take is submitted when so requested 23 by the City, the City may direct the Contractor to increase the level of effort in 24 manpower (trades), equipment and work schedule (overtime, weekend and holiday 25 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 26 to the critical path in the approved schedule. 27 a. No additional cost for such work will be considered. 28 D. The Contract completion time will be adjusted only for causes specified in this 29 Contract. 30 a. Requests for an extension of any Contract completion date must be 31 supplemented with the following: 32 1) Furnish justification and supporting evidence as the City may deem 33 necessary to determine whether the requested extension of time is entitled 34 under the provisions of this Contract. 35 a) The City will, after receipt of such justification and supporting 36 evidence, make findings of fact and will advise the Contractor, in 37 writing thereof. 38 2) If the City finds that the requested extension of time is entitled, the City's 39 determination as to the total number of days allowed for the extensions 40 shall be based upon the approved total baseline schedule and on all data 41 relevant to the extension. 42 a) Such data shall be included in the next updating of the Progress 43 schedule. 44 b) Actual delays in activities which, according to the Baseline schedule, 45 do not affect any Contract completion date shown by the critical path in 46 the network will not be the basis for a change therein. 47 2. Submit each request for change in Contract completion date to the City within 30 48 days after the beginning of the delay for which a time extension is requested but 49 before the date of final payment under this Contract. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 0!3216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of4 a. No time extension will be granted for requests which are not submitted within 2 the foregoing time limit. 3 b. From time to time, it may be necessary for the Contract schedule or completion 4 time to be adjusted by the City to reflect the effects of job conditions, weather, 5 technical difficulties, strikes, unavoidable delays on the part of the City or its 6 representatives, and other unforeseeable conditions which may indicate 7 schedule adjustments or completion time extensions. 8 1) Under such conditions, the City will direct the Contractor to reschedule the 9 work or Contract completion time to reflect the changed conditions and the IO Contractor shall revise his schedule accordingly. II a) No additional compensation will be made to the Contractor for such I2 schedule changes except for unavoidable overall contract time I3 extensions beyond the actual completion of unaffected work, in which I4 case the Contractor shall take all possible action to minimize any time I5 extension and any additional cost to the City. I6 b) Available float time in the Baseline schedule may be used by the City 17 as well as by the Contractor. I8 3. Float or slack time is defined as the amount of time between the earliest start date I9 and the latest start date or between the earliest finish date and the latest fmish date 20 of a chain of activities on the Baseline Schedule. 2I a. Float or slack time is not for the exclusive use or benefit of either the 22 Contractor or the City. 23 b. Proceed with work according to early start dates, and the City shall have the 24 right to reserve and apportion float time according to the needs of the project. 25 c. Acknowledge and agree that actual delays, affecting paths of activities 26 containing float time, will not have any effect upon contract completion times, 27 providing that the actual delay does not exceed the float time associated with 28 those activities. 29 E. Coordinating Schedule with Other Contract Schedules 30 1. Where work is to be performed under this Contract concurrently with or contingent 3I upon work performed on the same facilities or area under other contracts, the 32 Baseline Schedule shall be coordinated with the schedules of the other contracts. 33 a. Obtain the schedules of the other appropriate contracts from the City for the 34 preparation and updating of Baseline schedule and make the required changes 35 in his schedule when indicated by changes in corresponding schedules. 36 2. In case of interference between the operations of different contractors, the City will 37 determine the work priority of each contractor and the sequence of work necessary 38 to expedite the completion of the entire Project. 39 a. In such cases, the decision of the City shall be accepted as final. 40 b. The temporary delay of any work due to such circumstances shall not be 41 considered as justification for claims for additional compensation. 42 1.5 SUBMITTALS 43 A. Baseline Schedule 44 1. Submit Schedule in native file format and pdf format. 45 a. Native file format shall be: 46 1) Microsoft Project 47 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and 48 bring in hard copy to the meeting for review and discussion. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of4 B. Progress Schedule 2 1. Submit progress Schedule in native file format and pdf format. 3 2. Submit progress Schedule monthly no later than the 25th day of the month. 4 C. Schedule Narrative 5 1. Submit the schedule narrative in pdf format. 6 2. Submit schedule narrative monthly no later than the 25th day of the month. 7 D. Submittal Process 8 1. Contractor shall submit one (1) hard copy of documents to the Project Manager's 9 duly appointed representative. 10 2. Contractor shall submit documents via email to the Project Manager and their duly 11 appointed representative. 12 3. Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules are required. 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. The person preparing and revising the construction Progress Schedule shall be 19 experienced in the preparation of schedules of similar complexity. 20 B. Schedule and supporting documents addressed in this Specification shall be prepared, 21 updated and revised to accurately reflect the performance of the construction. 22 C. Contractor is responsible for the quality of all submittals in this section meeting the 23 standard of care for the construction industry for similar projects. 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 -PRODUCTS [NOT USED] 28 PART 3 -EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SlJMMARY OF CHANGE IFB#7118 SECTION 01 32 33 2 PRECONSTRUCTION VIDEO 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Denton Standard Specification 9 "None" 01 32 33-1 PRECONSTRUCT! ON VIDEO Page 1 of2 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 -General Requirements 13 1.2 PRICE AND PAYlVIENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered incidental to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 -PRODUCTS [NOT USED] CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7! 18 2 3 4 PART 3 -EXECUTION [NOT USED] END OF SECTION Revision Log 013233-2 ?RECONSTRUCTION VIDEO Page 2 of2 DATE NAME I SUMMARY OF CHANGE CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 2Q, 20 I 8 IFB #7118 SECTION 01 33 00 2 SUBNITTTALS 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 01 33 00-1 SUBMITTALS Page 1 of8 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Project Material Submittal Checklist submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Denton Standard Specification 13 ''None" 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1-General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered incidental to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, ofthe Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 ~ Puroha~ng 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance ofthe Work. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 33 00-2 SUBMITTALS Page 2 of8 d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a submittal cross-reference 6 identification numbering system in the following manner: 7 a. Use the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 11 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 303-02-B 15 16 1) 303 is the Specification Section for Portland Cement Concrete Pavement 17 2) 02 is the second initial submittal under this Specification Section 18 3) B is the third submission (second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings, product data and samples, including those by 22 subcontractors, prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 'l2 inches x 11 inches to 8 'l2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items I Table of Contents 44 c. Product Data /Shop Drawings/Samples /Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions 47 2. The Project title and number CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 013300-3 SUBMITTALS Page 3 of8 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph( s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 1. As applicable to the Work 27 2. Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where conect fabrication of the Work depends upon field measurements 30 1) Provide such measurements and note on the drawings prior to submitting 31 for approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City's Product Material 34 Submittal Checklist, highlight each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City's Product 36 Material Submittal Checklist, submittal data may include, but is not necessarily 37 limited to: 38 a. Standard prepared data for manufactured products (sometimes refened to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs 4 7 7) Standard wiring diagrams CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 8) Printed performance curves and operational-range diagrams 01 33 00-4 SUBMITTALS Page 4 of8 2 9) Production or quality control inspection and test reports and certifications 3 10) Mill reports 4 11) Product operating and maintenance instructions and recommended 5 spare-parts listing and printed product warranties 6 12) As applicable to the Work 7 3. Submittals of product data for products not included on the City's Product Material 8 Submittal Checklist may be considered a Substitution in accordance with Section 9 012500. 10 4. All deviations from City's Product Material Submittal Checklist shall require II approval by the Engineer of Record for the Project. I2 H. Samples 13 1. As specified in individual Sections, include, but are not necessarily limited to: I4 a. Physical examples of the Work such as: 15 1) Sections of manufactured or fabricated Work I6 2) Small cuts or containers of materials I7 3) Complete units of repetitively used products color/texture/pattern swatches I8 and range sets I9 4) Specimens for coordination of visual effect 20 5) Graphic symbols and units of Work to be used by the City for independent 21 inspection and testing, as applicable to the Work 22 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 23 be fabricated or installed prior to the approval or qualified approval of such item. 24 1. Fabrication performed, materials purchased or on-site construction accomplished 25 which does not conform to approved shop drawings and data is at the Contractor's 26 risk. 27 2. The City will not be liable for any expense or delay due to corrections or remedies 28 required to accomplish conformity. 29 30 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. 31 J. Submittal Distribution 32 1. Electronic Distribution 33 a. Provide all submittals in electronic form via email to Project Manager and their 34 duly appointed representative. 35 b. Shop Drawings 36 1) Email submittal to Project Manager and their duly appointed representative. 37 2) Hard Copies 38 a) Not required 39 c. Product Data 40 1) Email submittal to Project Manager and their duly appointed representative. 41 2) Hard Copies 42 a) Not required 43 d. Samples 44 1) Distributed to the Project Manager 45 K. Submittal Review 46 1. The review of shop drawings, data and samples will be for general conformance 47 with the design concept and Contract Documents. This is not to be construed as: CITY OF DENTON STANDARD CONSTRUCTION SPEC1FICA TION DOCUMENTS Revised September 20. 2018 IFB #7118 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 013300-5 SUBMITTALS Page 5 of8 a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City fmds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) This resubmittal is to address all comments, omissions and non-conforming items that were noted. b) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7118 013300-6 SUBMITTALS Page 6 of8 a) At Contractor's risk if not marked 2 b. Submittals for each item will be reviewed no more than twice at the City's 3 expense. 4 1) All subsequent reviews will be performed at times convenient to the City 5 and at the Contractor's expense, based on the City's or City 6 Representative's then prevailing rates. 7 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 8 all such fees invoiced by the City. 9 c. The need for more than 1 resubmission or any other delay in obtaining City's 10 review of submittals, will not entitle the Contractor to an extension of Contract 11 Time. 12 7. Partial Submittals 13 a. City reserves the right to not review submittals deemed partial, at the City's 14 discretion. 15 b. Submittals deemed by the City to be not complete will be returned to the 16 Contractor, and will be considered "Not Approved" until resubmitted. 17 c. The City may at its option provide a list or mark the submittal directing the 18 Contractor to the areas that are incomplete. 19 8. If the Contractor considers any correction indicated on the shop drawings to 20 constitute a change to the Contract Documents, then written notice must be 21 provided thereof to the City at least 7 Calendar Days prior to release for 22 manufacture. 23 9. When the shop drawings have been completed to the satisfaction of the City, the 24 Contractor may carry out the construction in accordance therewith and no further 25 changes therein except upon written instructions from the City. 26 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 27 following receipt of submittal by the City. 28 L. Mock ups 29 1. Mock Up units as specified in individual Sections, include, but are not necessarily 3 0 limited to, complete units of the standard of acceptance for that type of Work to be 31 used on the Project. Remove at the completion of the Work or when directed. 32 M. Qualifications 33 1. If specifically required in other Sections of these Specifications, submit a P .E. 34 Certification for each item required. 35 N. Request for Information (RFI) 36 1. Contractor Request for additional information 37 a. Clarification or interpretation of the contract documents 38 b. When the Contractor believes there is a conflict between Contract Documents 39 c. When the Contractor believes there is a conflict between the Drawings and 40 Specifications 41 1) Identify the conflict and request clarification 42 d. When the Contractor encounters an unknown condition in the field 43 2. Use the Request for Information (RFI) form provided by the City (attached). 44 3. Numbering of RFI 45 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "0 1" and 46 increasing sequentially with each additional transmittal. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 0133 00-7 SUBMITTALS Page 7 of8 4. Sufficient information shall be attached to permit a written response without further 2 information. 3 5. The City will log each request and will review the request. 4 a. If review of the project information request indicates that a change to the 5 Contract Documents is required, the City will issue a Field Order or Change 6 Order, as appropriate. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2-PRODUCTS [NOT USED] 16 PART 3-EXECUTION [NOT USED] 17 END OF SECTION 18 19 20 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 2 3 4 REQUEST FOR INFORMATION jProject: RFI#: Engineering Project No.: Date Sent: Sender: Receiver: Copies To: Subject: Request: Sender's Proposed Answer/Solution: 01 33 00" 8 SUBMITTALS Page 8 of8 5 THE PROPOSED ANSWERISOLUTION0 IS, 0 IS NOT, INCLUDED IN THE CONTRACT. 6 7 8 9 Receiver's Response: I Response By: I Company: I DISTRIBUTION: CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 I Date IFB #7118 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 01 35 13-1 SPECIAL PROJECT PROCEDURES Page 1 of 10 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program I 0 d. Excavation Protection 11 e. Air Pollution Watch Days 12 f. Use of Explosives, Drop Weight, Etc. 13 g. Water Utilities Notification 14 h. Public Notification Prior to Beginning Construction 15 1. Coordination with United States Army Corps of Engineers 16 j. Coordination within Railroad permits areas 17 k. Dust Control 18 1. Employee Parking 19 m. Coordination with North Central Texas Council of Governments Clean 20 Construction Specification 21 B. Deviations from this City ofDenton Standard Specification 22 "None" 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 -General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Coordination within Railroad permit areas 29 a. Measurement 30 1) Measurement for this Item will be by lump sum. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 will be paid for at the lump sum price bid for Railroad Coordination. 34 c. The price bid shall include: 35 1) Mobilization 36 2) Inspection 37 3) Safety training 38 4) Additional Insurance 39 5) Insurance Certificates 40 6) Other requirements associated with general coordination with Railroad, 41 including additional employees required to protect the right-of-way and 42 property of the Railroad from damage arising out of and/or from the 43 construction of the Project. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #71 I8 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2. Railroad Flagmen a. Measurement 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 oflO 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. Excavation Protection (Trench Safety) a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 4. All other items a. Work associated with these Items is considered incidental to the various Items bid. No separate payment will be allowed for this Item. 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 32 High Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG)-Clean Construction 34 Specification 35 4. Occupational Health and Safety Administration (OSHA) Standards-29 CFR Part 36 1910.146-Permit-Required Confined Spaces 37 1.4 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): 41 a. Notify the Texas Department of Transportation prior to commencing any work 42 therein in accordance with the provisions of the permit 43 b. All work performed in the TxDOT right-of-way shall be performed in 44 compliance with and subject to approval from the Texas Department of 45 Transportation 46 B. Work near High Voltage Lines CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 10 1. Regulatory Requirements 2 a. All Work near High Voltage Lines (more than 600 volts measured between 3 conductors or between a conductor and the ground) shall be in accordance with 4 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 5 2. Warning sign 6 a. Provide sign of sufficient size meeting all OSHA requirements. 7 3. Equipment operating within 10 feet of high voltage lines will require the following 8 safety features 9 a. Insulating cage-type of guard about the boom or arm 10 b. Insulator links on the lift hook connections for back hoes or dippers 11 c. Equipment must meet the safety requirements as set forth by OSHA and the 12 safety requirements of the owner of the high voltage lines 13 4. Work within 6 feet of high voltage electric lines 14 a. Notification shall be given to: 15 1) The power company (example: Denton Municipal Electric) 16 a) Maintain an accurate log of all such calls to power company and record 17 action taken in each case. 18 b. Coordination with power company 19 1) After notification coordinate with the power company to: 20 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 21 lower the lines 22 c. No personnel may work within 6 feet of a high voltage line before the above 23 requirements have been met. 24 C. Confined Space Entry Program 25 1. Provide and follow approved Confmed Space Entry Program in accordance with 26 OSHA requirements. 27 2. Confined Spaces include: 28 a. Manholes 29 b. All other confined spaces in accordance with OSHA's Permit Required for 30 Confined Spaces 31 D. Excavation Protection 32 1. Excavation protection shall be in strict compliance with OSHA excavation safety 33 standards (29 CFR Part 1926 Subpart P Safety and Health regulations for 34 Construction). 35 2. Submit three (3) copies of a site-specific trench safety plan prepared by a licensed 36 Professional Engineer in the State of Texas to the City prior to construction in 37 accordance with Section 01 33 00. 38 a. The City will not review the submittal. Receipt of submittal is confirmation 39 that the Contractor has prepared a trench safety plan as required by state and 40 federallaw. 41 b. The City assumes no responsibility for trench safety and shall be held harmless 42 under the indemnification clause of the General Conditions. 43 3. Any changes in the trench excavation plan after initiation of construction will not 44 be cause for an extension of time and will require a new submittal to the City. 45 4. The Contractor accepts sole responsibility for compliance with all applicable safety 46 requirements. 47 E. Air Pollution Watch Days CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 10 1. General 2 a. Observe the following guidelines relating to working on City construction sites 3 on days designated as "AIR POLLUTION WATCH DAYS". 4 b. Typical Ozone Season 5 1) May 1 through October 31. 6 c. Critical Emission Time 7 1) 6:00a.m. to 10:00 a.m. 8 2. Watch Days 9 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 10 with the National Weather Service, will issue the Air Pollution Watch by 3:00 11 p.m. on the afternoon prior to the WATCH day. 12 b. Requirements 13 1) Begin work after 10:00 a.m. whenever construction phasing requires the 14 use of motorized equipment for periods in excess of 1 hour. 15 2) However, the Contractor may begin work prior to 10:00 a.m. if: 16 a) Use of motorized equipment is less than 1 hour, or 17 b) If equipment is new and certified by EPA as "Low Emitting", or 18 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 19 alternative fuels such as CNG. 20 F. TCEQ Air Permit 21 1. Obtain TCEQ Air Permit for construction activities per requirements ofTCEQ. 22 G. Use of Explosives, Drop Weight, Etc. 23 1. When Contract Documents permit on the project the following will apply: 24 a. Public Notification 25 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 26 prior to commencing. 27 2) Minimum 24-hour public notification in accordance with Section 01 31 13 28 H. Water Utilities Coordination 29 1. During the construction of this project, it may be necessary to deactivate, for a 30 period of time, existing lines. The Contractor shall be required to coordinate with 31 Water Utilities to determine the best times for deactivating and activating those 32 lines. 33 2. Coordinate any event that will require connecting to or the operation of an existing 34 City water line system with the City's representative. 35 a. If needed, obtain a hydrant water meter from Water Utilities for use during the 36 life of named project. 37 b. In the event that a water valve on an existing live system be turned off and on 38 to accommodate the construction of the project is required, coordinate this 39 activity through the appropriate City representative. 40 1) Do not operate water line valves of existing water system. 41 a) Failure to comply will render the Contractor in violation of Texas Penal 42 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 43 will be prosecuted to the full extent of the law. 44 b) In addition, the Contractor will assume all liabilities and 45 responsibilities as a result of these actions. 46 I. Public Notification Prior to Beginning Construction CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 10 2 3 4 5 6 7 8 9 1. Prior to beginning construction on any block in the project, on a block-by-block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: 10 11 12 13 14 15 16 17 18 19 20 21 22 a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) Engineering Project Number (EPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the 'pre-construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents ofthe block. 23 J. Public Notification of Temporary Water Service Interruption during Construction 24 1. In the event it becomes necessary to temporarily shut down water service to 25 residents or businesses during construction, prepare and deliver a notice or flyer of 26 the pending interruption to the front door of each affected resident. 27 2. Prepared notice as follows: 28 a. The notification or flyer shall be posted 24 hours prior to the temporary 29 interruption. 30 b. Prepare flyer on the contractor's letterhead and include the following 31 information: 32 1) Name ofthe project 33 2) Engineering Project Number (EPN) 34 3) Date of the interruption of service 35 4) Period the interruption will take place 36 5) Name of the contractor's foreman and phone number 37 6) Name of the City's inspector and phone number 38 c. A sample of the temporary water service interruption notification is attached as 3 9 Exhibit B. 40 d. Deliver a copy of the temporary interruption notification to the City inspector 41 for review prior to being distributed. 42 e. No interruption of water service can occur until the flyer has been delivered to 43 all affected residents and businesses. 44 f. Electronic versions of the sample flyers can be obtained from the Project 45 Construction Inspector. 46 K. Coordination with United States Army Corps of Engineers (USACE) 47 1. At locations in the Project where construction activities occur in areas where 48 USACE permits are required, meet all requirements set forth in each designated 49 permit. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB#7118 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 10 L. Coordination within Railroad Permit Areas 2 1. At locations in the project where construction activities occur in areas where 3 railroad permits are required, meet all requirements set forth in each designated 4 railroad permit. This includes, but is not limited to, provisions for: 5 a. Flagmen 6 b. Inspectors 7 c. Safety training 8 d. Additional insurance 9 e. Insurance certificates 10 f. Other employees required to protect the right-of-way and property of the 11 Railroad Company from damage arising out of and/or from the construction of 12 the project. Proper utility clearance procedures shall be used in accordance 13 with the permit guidelines. 14 2. Obtain any supplemental information needed to comply with the railroad's 15 requirements. 16 3. Railroad Flagmen 17 a. Submit receipts to City for verification of working days that railroad flagmen 18 were present on Site. 19 M. Dust Control 20 1. Use acceptable measures to control dust at the Site. 21 a. If water is used to control dust, capture and properly dispose of waste water. 22 b. If wet saw cutting is performed, capture and properly dispose of slurry. 23 N. Employee Parking 24 1. Provide parking for employees at locations approved by the City. 25 0. Coordination with North Central Texas Council of Governments (NCTCOG) Clean 26 Construction Specification 27 1. Equipment Requirements 28 a. All construction equipment being used to perform work on the Contract shall 29 meet EPA emissions standards ofTier 3 or equivalent, or cleaner. Model Form 30 A.14. Schedule for Phase-In ofTier 1-Tier 4 Non-Road Engines is included in 31 Appendix A. Compliance may be achieved through the use of equipment 32 powered by an EPA-certified engine, through engine repowers, or through the 33 use of retrofits which have been verified by the EPA and/or California Air 34 Resources Board. A list of available retrofits is available online at EPA's 35 website "Verified Technologies List for Clean Diesel." 36 b. Equipment that meets one or more of the following conditions may be exempt 37 from these requirements: 3 8 1) Equipment powered by an engine that is less than or equal to ten (1 0) years 39 old. 40 2) Equipment that must be used to fulfill use or reporting requirements for a 41 grant program or other clean air initiative. Documentation of such 42 obligations must be submitted to City for verification. 43 3) Equipment that is designated as low-use equipment, which is defined as 44 any piece of construction equipment which is used for less than ten ( 1 0) 45 hours per week on a single public works contract. A Low-Use Exemption 46 Weeldy Reporting Form will be required for all equipment for which this 47 exemption is claimed. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 10 4) Equipment that is being used to address a critical or emergency public works need, including, but not limited to, broken water mains or sanitary sewer lines. This exemption is limited to work performed in a situation in which the procurement of construction services is performed on an emergency basis, as provided for by State law. 2. Operational Requirements a. All diesel fuel used to perform work on the public works contract shall be Ultra-Low Sulfur Diesel (ULSD) fuel which also complies with Texas Low Emission Diesel (TxLED) program requirements. This may include TxLED- compliant Biodiesel blends. b. The Contractor shall limit idling of equipment to no more than five (5) minutes, unless the idling is applicable to one or more of the following exceptions: 1) is being used for emergency response purposes; 2) is idling as a necessary component of mechanical operation, maintenance, or diagnostic purposes; or 3) is idling for the health or safety of the equipment operator. c. To the greatest extent possible, Contractor shall stage equipment away from, and minimize operation near, sensitive receptors including, but not limited to, fresh air intakes, hospitals, schools, licensed day care facilities, and residences. 3. Reporting Requirements a. On or before the day construction activity commences, the Contractor shall submit to the City an inventory report containing identifYing data for each piece of equipment to be used on the worksite. A form for submitting such information will be provided by the City. This inventory may be used by the City to conduct site inspections and/or verifY compliance with specification elements. b. If additional equipment is brought on-site after construction begins, the Contractor shall provide this same inventory information to the City for the new equipment on or before the day it begins work on-site. c. Reports shall be provided for all equipment used on-site. 4. Enforcement Requirements a. All construction equipment used at the Site is subject to inspection by the City at random. Contractor is responsible for ensuring that all subcontractors meet the requirements of this specification. 36 1.5 SUBMITTALS 37 A. Submittals shall be in accordance with Section 01 33 00. 38 B. All submittals shall be approved by the City prior to delivery. 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Construction Notice Flyer 41 B. Notice ofTemporary Water Service Interruption CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 1.7 CLOSEOUT SUBMITTALS [NOT USED] 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 10 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 -PRODUCTS [NOT USED] 8 PART 3 -EXECUTION [NOT USED] 9 END OF SECTION 10 Revision Log DATE NAME SUMMARY OF CHANGE 11 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #71 18 013513-9 SPECIAL PROJECT PROCEDURES 2 3 4 5 6 Date: 7 8 EPN No.: ___ _ 9 Project Name: 10 Limits of Construction: 11 12 13 14 15 EXIDBIT A (To be printed on Contractor's Letterhead) 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF Page 9 of 10 17 DENTON, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21 OF THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 <CITY INSPECTOR> AT< TELEPHONE NO.> 32 33 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 2 3 4 5 6 7 8 9 Date: EPN No.: Project Name: EXHIBITB DENTON 01 35 13-10 SPECIAL PROJECT PROCEDURES Page 10 oflO 10 11 12 13 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION 14 15 Due to utility improvements in your neighborhood, your water service will be 16 interrupted on ----------------------- 17 between the hours of ________ and __________ _ 18 19 20 IF YOU HAVE QUESTIONS ABOUT THIS DISRUPTION, PLEASE CALL: 21 22 23 <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 24 25 OR 26 27 <CITY INSPECTOR> AT < TELEPHONE NO.> 28 29 THIS SERVICE INTERRUPTION WILL BE AS SHORT AS POSSIBLE 30 31 Thank you, 32 , Contractor CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IFB #7118 01 45 23-1 TESTING AND INSPECTION SERVICES Page 1 of3 SECTION 01 45 23 2 TESTING AND INSPECTION SERVICES 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Denton Standard Specification 8 "None" 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered incidental to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. In accordance with Article 13 of the General Conditions, Contractor is 17 responsible for performing, coordinating, and payment of all inspections, tests, 18 re-tests, or approvals. 19 b. In accordance with Article 13 of the General Conditions, City is responsible for 20 performing and payment for first set additional independent testing chosen by 21 the City to be performed. 22 1) If the first independent test performed by the City fails, the Contractor is 23 responsible for payment of subsequent testing until a passing test occurs. 24 a) Final acceptance will not be issued by City until all required payments 25 for testing by Contractor have been paid in full. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS 28 A. Testing 29 1. Complete testing in accordance with the Contract Documents. 30 2. Coordination 31 a. When testing is required to be performed by the City, notify City, sufficiently 32 in advance, when testing is needed. 33 b. When testing is required to be completed by the Contractor, notify City, 34 sufficiently in advance, that testing will be performed. 35 3. Distribution of Testing Reports 36 a. Electronic Distribution 37 1) Provide all reports to Project Manager and their duly appointed 38 representative electronically via email. 39 4. Provide Project Manager's duly appointed representative with trip tickets for each 40 delivered load of Concrete or Lime material including the following information: CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 014523-2 TESTING AND INSPECTION SERVICES Page 2 of3 a. Name of pit 2 b. Date of delivery 3 c. Material delivered 4 B. Inspection 5 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 6 perform work in accordance with the Contract Documents. 7 1.5 SUBMITTALS 8 A. Submittals shall be in accordance with Section 01 33 00. 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 10 A. Materials Testing Reports sealed by a Professional Engineer or Professional 11 Geoscientist licensed in the State ofTexas. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2-PRODUCTS [NOT USED] 19 PART 3-EXECUTION [NOT USED] 20 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 2 3 END OF SECTION Revision Log 01 45 23-3 TESTING AND INSPECTION SERVICES Page 3 of3 DATE NAME SUMMARY OF CHANGE CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 50 00-I TEMPORARY FACILITIES AND CONTROLS Page I of4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Denton Standard Specification 14 "None" 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0-Bidding Requirements, Contract Forms and Conditions ofthe Contract 17 2. Division 1 -General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered incidental to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation ofWork. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and Project Manager and Project 39 Manager's duly authorized representative. 40 c. Coordination CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work, including 7 testing of Work. 8 1) Provide power for lighting, operation of equipment, or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel 13 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary heat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off-site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting, and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 D. Temporary Fencing 44 1. Provide and maintain for the duration or construction when required in contract 45 documents CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 50 00-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 E. Dust Control 2 1. Contractor is responsible for maintaining dust control through the duration of the 3 project. 4 a. Contractor remains on-call at all times 5 b. Must respond in a timely manner 6 F. Temporary Protection of Construction 7 1. Contractor or subcontractors are responsible for protecting Work from damage due 8 to weather. 9 1.5 SUBMITTALS [NOT USED] 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USE])] 16 1.12 WARRANTY [NOT USE])] 17 PART 2 -PRODUCTS [NOT USED] 18 PART 3-EXECUTION [NOT USE])] 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 INSTALLATION 23 A. Temporary Facilities 24 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 50 00-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of4 3.5 [REP AIR] I [RESTORATION] 2 3.6 RE-INSTALLATION 3 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a I 0 condition equal to or better than prior to start of Work. II 3.12 PROTECTION [NOT USED] I2 3.13 MAINTENANCE [NOT USED] I3 3.14 ATTACHMENTS [NOT USED] I4 END OF SECTION I5 16 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20 2018 SUMMARY OF CHANGE IFB #7118 01 57 13-1 STORM WATER POLLUTION PREVENTION Page 1 of3 SECTION 01 57 13 2 STORM WATER POLLUTION PREVENTION 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Denton Standard Specification 8 "None" 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Storm Water Pollution Prevention Plan 15 a. Measurement for this Item shall be by lump sum. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item shall be paid for at the lump sum price bid for "Storm Water Pollution 19 Prevention Plan". 20 c. The price bid shall include: 21 1) Preparation of Storm Water Pollution Prevention Plan 22 2) Implementation 23 3) Permitting fees 24 4) Installation 25 5) Maintenance 26 6) Removal 27 1.3 REFERENCES 28 A. Abbreviations and Acronyms 29 1. Notice oflntent: NOI 30 2. Notice of Termination: NOT 31 3. Storm Water Pollution Prevention Plan: SWPPP 32 4. Texas Commission on Environmental Quality: TCEQ 33 5. Notice of Change: NOC 34 A. Reference Standards 35 1. Reference standards cited in this Specification refer to the current reference 36 standard published at the time of the latest revision date logged at the end of this 37 Specification, unless a date is specifically cited. 38 2. Integrated Storm Management (iSWM) Technical Manual for Construction 39 Controls CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of3 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. General 3 1. Contractor is responsible for resolution and payment of any fines issued associated 4 with compliance to Stormwater Pollution Prevention Plan. 5 2. As a condition of approval, applicants conducting land disturbing activities will 6 complete the online construction site survey. This survey can be found at 7 https:/ /www .surveymonkey.com/r/HT2BDHZ 8 B. Construction Activities resulting in: 9 1. Less than 1 acre of disturbance 10 a. Provide erosion and sediment control in accordance with Drawings. 11 2. 1 to less than 5 acres of disturbance 12 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 13 Permit is required 14 b. Complete SWPPP in accordance with TCEQ requirements 15 1) TCEQ Small Construction Site Notice Required under general permit 16 TXR150000 17 a) Sign and post atjob site 18 b) Prior to Preconstruction Meeting, send 1 copy to City Watershed 19 Protection Department, Joetta Dailey (940) 349-7153 or David Hunter 20 (940) 349-7123. 21 2) Provide erosion and sediment control in accordance with: 22 a) Drawings 23 b) TXR150000 General Permit 24 c) SWPPP 25 d) TCEQ requirements 26 3. 5 acres or more of Disturbance 27 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 28 Permit is required 29 b. Complete SWPPP in accordance with TCEQ requirements 30 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 31 a) Sign and post at job site 32 b) Send copy to City Watershed Protection Department, Joetta Dailey 33 (940) 349 7153 or David Hunter (940) 349 7123. 34 2) TCEQ Notice of Change required if making changes or updates to NOI 35 3) Provide erosion and sediment control in accordance with: 36 a) Drawings 37 b) TXR150000 General Permit 38 c) SWPPP 39 d) TCEQ requirements 40 4) Once the project has been completed and all the closeout requirements of 41 TCEQ have been met a TCEQ Notice of Termination can be submitted. 42 a) Send copy to City Watershed Protection Department, Joetta Dailey 43 (940) 349-7153 or David Hunter (940)349-7123. 44 1.5 SUBMITTALS 45 A. SWPPP 46 1. Submit in accordance with Section 01 33 00, except as stated herein. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of3 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 2 as follows: 3 1) 1 copy to the Project Manager 4 a) Project Manager will forward to the City Watershed Protection 5 Department, Joetta Dailey (940) 349-7153 or David Hunter (940) 349- 6 7123 for review. 7 B. Modified SWPPP 8 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 9 in accordance with Section 01 33 00. 10 1.6 ACTION SUBMITTALSf[NFORMATIONAL SUBMITTALS [NOT USED] 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USE])] 17 PART 2 -PRODUCTS [NOT USE])] 18 PART 3-EXECUTION [NOT USE])] 19 END OF SECTION 20 21 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 SUMMARY OF CHANGE IFB#7ll8 OI 58 13-I TEMPORARY PROJECT SIGNAGE Page I of3 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Denton Standard Specification 8 "None" 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Temporary Project Sign 15 a. Measurement 16 1) Measurement for this Item will be per each project sign installed. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 and measured as provided under "Measurement" shall be paid for at the 20 unit price bid per each "Temporary Project Sign." 21 c. The price bid shall include: 22 1) Installation of Temporary Project Sign 23 2) Excavation 24 3) Hauling 25 4) Disposal of excess Materials 26 5) Maintenance and Repair of Signs During Construction 27 6) Removal and Disposal of Temporary Project Sign 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7II8 1.12 WARRANTY [NOT USED] 2 PART2-PRODUCTS 015813-2 TEMPORARY PROJECT SIGN AGE Page 2 of3 3 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 5 A. Design Criteria 6 1. Provide free standing Project Designation Sign as indicated below: l====f.os 2 11r ~ 2' 1,5' ,. 1' 15' 1,5' CITY 1- ItvPROV DEN f\j h-23.5' CITY OF DE~ITOI\J CITY ENGINEER W. TODD ESTES, P.E. -'L40)349-891 0 OF DENTON J. Jl: ~.CAPITAL 3 ~ 2' 1.~ 2.\-~~ MPROVEMENTS -f. 1.~ . r-;\- L PROGRAM DENTON -----1-r-i PROJECT NAME l' J' CONTRACTOR 2' 2' 1\J AM E 2.5' ADDRESS ,. 2.5· 1' WWI'I.improvingdenton.com PHOI\JE 2.5" 3.15' b4rl 0.5' 7 15 8' The flag shall resemble the Texas Flag. The background of the stars and the "City of Denton" lettering shall be blue. The lower bar of the flag shall be red, and the upper bar shall be white. The dimensions, from the farthest ends, shall be 12-inches vertically and 23.5-inches horizontally. The flag shall appear in the dimensions shown. The contractor 14 may request a digital copy in either jpg or .tifformat. 16 2. The Project Designation Sign shall be placed at strategic points with lettering as 17 needed to adequately describe the work. 18 3. Signs shall be painted white with blue letters and symbols. Letter size shall conform 19 to dimensions shown on sign drawing. Exceptions or variations from the sign 20 shown above shall not be allowed. 21 B. Materials 22 1. Sign 23 a. Constructed of%-inch fir plywood, grade A-C (exterior) or better .. CITY OF DENTON IFB #7118 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3-EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Provide vertical installation at extents of project. 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of3 IO 2. Signs shall be placed prior to beginning the Work and maintained until the end of II the project. I2 3. Relocate sign as needed, upon request of the City. 13 B. Mounting options 14 a. Skids 15 b. Posts I6 c. Barricade I7 3.5 --3.12 [NOT USED] I8 3.6 MAINTENANCE 19 A. General 20 1. Maintenance will include painting and repairs as needed or directed by the City. 2I 3.7 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 01 60 00-1 PRODUCT REQUIREMENTS Page 1 of2 SECTION 01 60 00 2 PRODUCTREQUffiEMENTS 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and Product Material Submittal Checklist 7 B. Deviations from this City of Denton Standard Specification 8 "None" 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located online as follows: 16 1. https:/ /www.citvofdenton.com/CoD/media/City-of- 17 Penton/Business/Development%20Review /Materials-List. pdf 18 B. Only products specifically included on City's Product Material Submittal Checklist in 19 these Contract Documents shall be allowed for use on the Project. 20 1. Any subsequently approved products will only be allowed for use upon specific 21 approval by the City. 22 C. Any specific product requirements in the Contract Documents supersede similar 23 products included on the Product Material Submittal Checklist. 24 1. The City reserves the right to not allow products to be used for certain projects even 25 though the product is listed on the Product Material Submittal Checklist. 26 D. Although a specific product is included on Product Material Submittal Checklist, not all 27 products from that manufacturer are approved for use, including but not limited to, that 28 manufacturer's standard product. 29 E. See Section 01 33 00 for submittal requirements of Product Data included on Product 30 Material Submittal Checklist. 31 1.5 SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] CITY OF DENTON STANDARD CONSTRUCTlON SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB#7ll8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2-PRODUCTS [NOT USED] 5 PART 3 -EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log 016000-2 PRODUCT REQUlREMENTS Page 2 of2 DATE NAME SUMMARY OF CHANGE 8 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 66 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of3 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Denton Standard Specification 12 "None" 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1-General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered incidental to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATNE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELNERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 34 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 35 containers designed and constructed to protect the contents from physical or 36 environmental damage. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 66 00-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of3 1 5. Clearly and fully mark and identify as to manufacturer, item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. Handle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 C. Storage Requirements 8 1. Store materials in accordance with manufacturer's recommendations and 9 requirements ofthese Specifications. 10 2. Make necessary provisions for safe storage of materials and equipment. 11 a. Place loose soil materials and materials to be incorporated into Work to prevent 12 damage to any part of Work or existing facilities and to maintain free access at 13 all times to all parts of Work and to utility service company installations in 14 vicinity of Work. 15 3. Keep materials and equipment neatly and compactly stored in locations that will 16 cause minimum inconvenience to other contractors, public travel, adjoining owners, 17 tenants and occupants. 18 a. Arrange storage to provide easy access for inspection. 19 4. Restrict storage to areas available on construction site for storage of material and 20 equipment as shown on Drawings, or approved by Project Manager or their duly 21 authorized representative. 22 5. Provide off-site storage and protection when on-site storage is not adequate. 23 a. Provide addresses of and access to off-site storage locations for inspection by 24 Project Manager or their duly authorized representative. 25 6. Do not use lawns, grass plots or other private property for storage purposes without 26 written permission of owner or other person in possession or control of premises. 27 7. Store in manufacturers' unopened containers. 28 8. Neatly, safely and compactly stack materials delivered and stored along line of 29 Work to avoid inconvenience and damage to property owners and general public 30 and maintain at least 3 feet from fire hydrant. 31 9. Keep public and private driveways and street crossings open. 32 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 33 satisfaction of Project Manager or their duly authorized representative. 34 a. Total length which materials may be distributed along route of construction at 35 one time is 1,000 linear feet, unless otherwise approved in writing by Project 36 Manager. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 66 00-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page3 of3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 -PRODUCTS [NOT USED] 4 PART 3 -EXECUTION 5 3.1 -3.6 [NOT USED] 6 3.2 FIELD [oR] SITE QUALITY CONTROL 7 A. Tests and Inspections 8 1. Inspect all products or equipment delivered to the site prior to unloading. 9 B. Non-Conforming Work 10 1. Reject all products or equipment that are damaged, used or in any other way 11 unsatisfactory for use on the project. 12 3.3 SYSTEM STARTUP [NOT USED] 13 3.4 ADJUSTING [NOT USED] 14 3.5 CLEANING [NOT USED] 15 3.6 CLOSEOUT ACTIVITIES [NOT USED] 16 3.7 PROTECTION 17 A. Protect all products or equipment in accordance with manufacturer's written directions. 18 B. Store products or equipment in location to avoid physical damage to items while in 19 storage. 20 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 21 the manufacturer. 22 3.8 MAINTENANCE [NOT USED] 23 3.9 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB#7118 01 70 00-I MOBILIZATION AND REMOBILIZATION Page I of3 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 3 7 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 70 00-2 MOBILIZATION AND REMOBILIZATION Page 2 o£3 1 B. Deviations from this City ofDenton Standard Specification 2 "None" 3 C. Related Specification Sections include, but are not necessarily limited to: 4 1. Division 0 -Bidding Requirements, Contract Farms and Conditions of the Contract 5 2. Division 1 -General Requirements 6 1.2 PRICE AND PAYMENT PROCEDURES 7 A. Measurement and Payment 8 1. Mobilization and Demobilization 9 a. Measurement 10 1) This Item will be measured by the lump sum as the work progresses. 11 b. Payment 12 1) For this Item, the adjusted Contract amount will be calculated as the total 13 Contract amount less the lump sum for mobilization. Mobilization shall be 14 made in partial payments as follows: 15 a) When 1% of the adjusted Contract amount for construction Items is 16 earned, 50% of the mobilization lump sum bid will be paid. 17 b) When 5% of the adjusted Contract amount for construction Items is 18 earned, 75% of the mobilization lump sum bid will be paid. Previous 19 payments under the Item will be deducted from this amount. 20 c) When 10% of the adjusted Contract amount for construction Items is 21 earned, 100% of the mobilization lump sum bid will be paid. Previous 22 payments under the Item will be deducted from this amount. 23 d) A bid containing a total for "Mobilization" in excess of 10% of total 24 contract shall be considered unbalanced and a cause for consideration 25 of rejection. 26 c. The price bid shall include: 27 1) Mobilization of equipment to Site 28 2) Performance Bond 29 3) Payment Bond 30 4) Maintenance Bond 31 5) Remobilization as identified in the Contract Documents 32 6) Demobilization 33 d. No payments will be made for standby, idle time, or lost profits associated this 34 Item. 35 2. Remobilization for suspension of Work not identified in the Contract Documents, 36 as required by City 37 a. Measurement and Payment 3 8 1) This shall be submitted as a Contract Claim in accordance with Article 10 39 of Section 00 72 00. 40 2) No payments will be made for standby, idle time, or lost profits associated 41 with this Item. 42 1.3 REFERENCES [NOT USED] 43 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 44 1.5 SUBMITTALS [NOT USED] 45 1.6 JNFORMATIONAL SUBMITTALS [NOT USED] CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 70 00-3 MOBILIZATION AND REMOBILIZATION 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 -PRODUCTS [NOT USED] 8 PART 3 -EXECUTION [NOT USED] 9 END OF SECTION 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE Page 3 of3 IFB #7118 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking to be provided by the Contractor. 7 2. Requirements for coordination with City to allow performance of as-built survey at 8 the Site. 9 B. Deviations from this City of Denton Standard Specification 10 "None" 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 -Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1-General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Staking 17 a. Measurement and Payment 18 1) Work associated with this Item is considered incidental to the various Items 19 bid. No separate payment will be allowed for this Item. 20 2. As-Built Survey 21 a. Measurement and Payment 22 1) Work associated with this Item is considered incidental to the various Items 23 bid. No separate payment will be allowed for this Item. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 26 1.5 SUBMITTALS 27 A. Submittals, if required, shall be in accordance with Section 01 33 00. 28 B. All submittals shall be approved by the City prior to delivery. 29 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 30 A. Certificates 31 1. Provide certificate certifYing that elevations and locations of improvements are in 32 conformance or non-conformance with requirements of the Contract Documents. 33 a. Certificate must be sealed by a registered professional land surveyor in the 34 State ofTexas. 35 B. Field Quality Control Submittals 36 1. Documentation verifYing accuracy of field engineering work. 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSl1RANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 2. Coordination 6 a. It is the Contractor's responsibility to coordinate staking such that construction 7 activities are not delayed or negatively impacted. 8 3. General 9 a. Contractor is responsible for preserving and maintaining staking. 10 b. If in the opinion of the City, a sufficient number of stakes or markings have 11 been lost, destroyed or disturbed, by Contractor's neglect, such that the 12 contracted Work cannot take place, then the Contractor will be required tore- 13 stake the deficient areas. 14 B. As-built Survey 15 1. As-built Survey will be performed by the City. 16 2. Coordination 17 a. Contractor to verify that control data established in the design survey remains 18 intact. 19 b. It is the Contractor's responsibility to coordinate As-built Survey such that 20 construction activities are not delayed or negatively impacted. 21 c. Contractor shall coordinate construction operations with City sufficiently in 22 advance and make provisions for City to perform as-built survey on various 23 items indicated in Paragraph B.3.b. 24 d. Contractor shall restore or replace all necessary control data damaged during 25 construction operations. 26 1) Contractor shall perform replacements and/or restorations. 27 3. General 28 a. As-built survey will be performed in order to maintain complete and accurate 29 logs of control and survey work as it progresses for Project Records. 30 b. The Contractor will ensure coordination is maintained with the City to allow 31 performance of as-built survey to obtain construction features including, but not 32 limited to, the following: 33 1) All Utility Lines 34 a) Rim and flowline elevations and coordinates for each manhole or 35 junction structure 36 2) Water Lines 37 a) Top of pipe elevations and coordinates for waterlines at the following 38 locations: 39 (1) Every 250 linear feet 40 (2) Horizontal and vertical points of inflection, curvature, etc. (All 41 Fittings) 42 (3) Cathodic protection test stations 43 ( 4) Sampling stations 44 (5) Meter boxes/vaults (All sizes) 45 (6) Fire lines 46 (7) Fire hydrants and valves 47 (8) Gate valves and Butterfly Valves CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of4 (9) Plugs, stubouts, dead-end lines 2 (10) Air Release valves (Manhole rim and vent pipe) 3 (11) Blow off valves (Manhole rim and valve lid) 4 (12) Pressure plane valves 5 (13) Cleaning wyes 6 ( 14) Casing pipe (each end) 7 b) Storm Sewer 8 (1) Top of pipe elevations and coordinates at the following locations: 9 (a) Every 250 linear feet 10 (b) Horizontal and vertical points of inflection, curvature, etc. 11 c) Sanitary Sewer 12 (1) Top of pipe elevations and coordinates for sanitary sewer lines at 13 the following locations: 14 (a) Every 250 linear feet 15 (b) Horizontal and vertical points of inflection, curvature, etc. 16 (c) Cleanouts 17 c. As-built survey will be performed in order to maintain complete and accurate 18 logs of control and survey work associated with meeting or exceeding the line 19 and grade required by these Specifications. 20 d. The Contractor will ensure coordination is maintained with the City to allow 21 performance of as-built survey and verify control data including, but not limited 22 to, the following: 23 1) Verification that established benchmarks and control are accurate. 24 2) Use of Benchmarks to furnish and maintain all reference lines and grades 25 for tunneling. 26 3) Use oflines and grades to establish the location of the pipe. 27 4) Submit to the City copies of field notes, if requested, used to establish all 28 lines and grades and allow the City to check guidance system setup prior to 29 beginning each tunneling drive. 30 5) Provide access for the City, when requested, to verify the guidance system 31 and the line and grade of the carrier pipe on a daily basis. 32 6) The Contractor remains fully responsible for the accuracy of the work and 33 the correction of it, as required. 34 7) Monitor line and grade continuously during construction. 35 8) Record deviation with respect to design line and grade once at each pipe 36 joint and submit daily records to City. 37 9) If the installation does not meet the specified tolerances, immediately notify 38 the City and correct the installation in accordance with the Contract 39 Documents. 40 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 41 1.11 FIELD [SITE] CONDITIONS [NOT USED] 42 1.12 WARRANTY [NOT USED] 43 PART 2-PRODUCTS [NOT USED] 44 45 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB#7118 2 3 4 5 6 7 8 PART 3 -EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR I RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of4 9 A. It is the Contractor's responsibility to maintain all stakes and control data in accordance 10 with this Specification. 11 B. Do not change or relocate stakes or control data without approval from the City. 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME 8/31/2012 D. Johnson CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 SECTION 01 74 23 2 CLEANING 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 017423-1 CLEANING Page 1 of 4 6 1. Intermediate and fmal cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Denton Standard Specification 9 "None" 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 -Bidding Requirements, Contract Farms and Conditions of the Contract 12 2. Division 1 -General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered incidental to the various Items bid. 16 No separate payment will be allowed for this Item. 17 1.3. REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2-PRODUCTS 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 -EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR I RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 017423-2 CLEANING Page 2 of4 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 IFB #7ll8 017423-3 CLEANING Page 3 of4 6. Transport and deposit vegetative material removed as a result of work operations 2 off-site at a legal site in accordance with all applicable federal, state, and local laws 3 and regulations. 4 a. Removed vegetation will not be allowed to remain in piles or mounds on the 5 easement or surrounding property. 6 7. Handle materials in a controlled manner with as few handlings as possible. 7 8. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 8 this project. 9 9. Remove all signs of temporary construction and activities incidental to construction 10 of required permanent Work. 11 10. If project is not cleaned to the satisfaction of the City, the City reserves the right to 12 have the cleaning completed at the expense of the Contractor. 13 11. Do not bum on-site. 14 B. Intermediate Cleaning during Construction 15 1. Keep Work areas clean so as not to hinder health, safety or convenience of 16 personnel in existing facility operations. 17 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 18 3. Confine construction debris daily in strategically located container(s): 19 a. Cover to prevent blowing by wind 20 b. Store debris away from construction or operational activities 21 c. Haul from site at a minimum of once per week 22 4. Vacuum clean interior areas when ready to receive finish painting. 23 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 24 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 25 may become airborne or transported by flowing water during the storm. 26 C. Interior Final Cleaning 27 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 28 foreign materials from sight-exposed surfaces. 29 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 30 3. Wash and shine glazing and mirrors. 31 4. Polish glossy surfaces to a clear shine. 32 5. Ventilating systems 33 a. Clean permanent filters and replace disposable filters if units were operated 34 during construction. 35 b. Clean ducts, blowers and coils if units were operated without filters during 36 construction. 37 6. Replace all burned out lamps. 38 7. Broom clean process area floors. 39 8. Mop office and control room floors. 40 D. Exterior (Site or Right of Way) Final Cleaning 41 1. Remove trash and debris containers from site. 42 a. Re-seed areas disturbed by location of trash and debris containers. 43 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 44 that may hinder or disrupt the flow of traffic along the roadway. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB#7118 017423-4 CLEANING Page 4 of4 1 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 2 junction boxes and inlets. 3 4. If no longer required for maintenance of erosion facilities, and upon approval by 4 City, remove erosion control from site. 5 5. Clean signs, lights, signals, etc. 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 SECTION 017719 2 CLOSEOUT REQUIREIVIENTS 3 PART 1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Denton Standard Specification 8 "None" 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of4 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered incidental to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to Project Manager. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7ll8 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART2-PRODUCTS[NOTUSED] 4 PART 3 -EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 of4 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the Project Manager and their duly appointed 16 representative that the Work is completed. 17 a. City reserves the right to deny request for Final Inspection if City determines 18 that the entire Work is not sufficiently complete to warrant a Final Inspection 19 b. The City will make an initial Final Inspection with the Contractor present. 20 c. Upon completion of this inspection, the City will notify the Contractor, in 21 writing within 1 0 business days, of any particulars in which this inspection 22 reveals that the Work is defective or incomplete. 23 2. Upon receiving written notice from the City, immediately undertake the Work 24 required to remedy deficiencies and complete the Work to the satisfaction of the 25 City. 26 3. Upon completion of Work associated with the items listed in the City's written 27 notice, inform the City, that the required Work has been completed. Upon receipt 28 of this notice, the City, in the presence of the Contractor, will make a subsequent 29 Final Inspection of the project. 30 4. Provide all special accessories required to place each item of equipment in full 31 operation. These special accessory items include, but are not limited to: 32 a. Specified spare parts 33 b. Adequate oil and grease as required for the first lubrication of the equipment 34 c. Initial fill up of all chemical tanks and fuel tanks 35 d. Light bulbs 36 e. Fuses 37 f. Vault keys 38 g. Handwheels 39 h. Other expendable items as required for initial start-up and operation of all 40 equipment CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 017719-3 CLOSEOUT REQUIREMENTS Page 3 of4 D. Notice of Project Completion 2 1. Once the City Project Representative finds the Work subsequent to Final Inspection 3 to be satisfactory, the City will issue a Notice of Project Completion. 4 E. Supporting Documentation 5 1. Coordinate with the City Project Representative to complete the following 6 additional forms: 7 a. Final Payment Request 8 b. Statement of Contract Time 9 c. Affidavit ofPayment and Release of Liens 10 d. Consent of Surety to Final Payment 11 F. Letter of Final Acceptance 12 1. Upon review and acceptance ofNotice of Project Completion and Supporting 13 Documentation, in accordance with General Conditions, City will issue Letter of 14 Final Acceptance and release the Final Payment Request for payment. 15 G. Warranty Inspection for Wastewater Mains 16 1. A second television inspection conforming to the standards laid out in 17 NCTCOG Item 507.5.2 shall be started by the Contractor no sooner than 630 18 calendar days and finished no later than 690 calendar days after the date of 19 acceptance for the project by the City of Denton. 20 2. The second inspection shall include a complete televised inspection of each 21 manhole interior constructed or installed on the project (including cored 22 manholes). 23 a. Should the second inspection indicate repairs that need to be made, these will 24 be performed by the Contractor at no cost to the City. 25 3. Failure of the Contractor to perform the second inspection or to make repairs 26 indicated by the second inspection shall be sufficient grounds for the City to take 27 action through the terms of the Maintenance Bond for the project to perform the 28 second inspection and make any repairs indicated. 29 3.5 REPAIR/RESTORATION [NOT USED] 30 3.6 RE-INSTALLATION [NOT USED] 31 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] 38 3.14 ATTACHMENTS [NOT USED] 39 END OF SECTION CITY OF DENTON STANDARD CONSTRUCTION SPECIHCATION DOCUMENTS Revised September 20. 2018 IFB #7118 2 017719-4 CLOSEOUT REQUIREMENTS Page 4 of4 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 SUMMARY OF CHANGE IFB #7118 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of5 SECTION 01 78 23 2 OPERATION AJ'ID MAINTENANCE DATA 3 PART 1 -GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. liTigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Denton Standard Specification 13 "None" 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 -General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered incidental to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in fmal form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 'h inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 78 23-2 OPERATION AND MAINTENANCE DATA d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. Page 2 of5 2 3 4 5 6 7 8 9 1) Provide typed description of product, and major component parts of equipment. 10 11 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupmgs. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of5 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition IO 2) Color and texture designations II 3) Information required for reordering special manufactured products I2 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to I5 product 16 3) Recommended schedule for cleaning and maintenance I7 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 2I 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 4I 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 78 23-4 OPERATION AND MAINTENANCE DATA Page 4 of5 1. Chatts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 -PRODUCTS [NOT USED] 5 PART 3 -EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB#7118 01 78 39-1 PROJECT RECORD DOCUMENTS Page 1 of4 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS 3 PART1-GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 B. Deviations from this City of Denton Standard Specification 10 ''None" 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0-Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1-General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered incidental to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 22 Project Manager. 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE 27 A. Accuracy of Records 28 1. Thoroughly coordinate changes within the Record Documents, making adequate 29 and proper entries on each page of Specifications and each sheet of Drawings and 30 other Documents where such entry is required to show the change properly. 31 2. Accuracy of records shall be such that future searches for items shown in the 32 Contract Documents may rely reasonably on information obtained from the 33 approved Project Record Documents. 34 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 35 information that the change has occurred. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 78 39-2 PROJECT RECORD DOCUMENTS Page 2 of4 4. Provide factual information regarding all aspects of the Work, both concealed and 2 visible, to enable future modification of the Work to proceed without lengthy and 3 expensive site measurement, investigation and examination. 4 1.10 STORAGE AND HANDLING 5 A. Storage and Handling Requirements 6 1. Maintain the job set of Record Documents, which shall include the Drawings and 7 the Project Manual, completely protected from deterioration and from loss and 8 damage until completion of the Work and transfer of all recorded data to the final 9 Project Record Documents. 10 2. In the event of loss of recorded data, use means necessary to again secure the data 11 to the City's approval. 12 a. In such case, provide replacements to the standards originally required by the 13 Contract Documents. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2-PRODUCTS 17 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 RECORD DOCUMENTS 19 A. Job set 20 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22 B. Final Record Documents 23 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24 the City 1 complete set of all Final Record Drawings in the Contract. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 -EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 MAINTENANCE DOCUMENTS 32 A. Maintenance of Job Set 33 1. Immediately upon receipt of the job set, identify each of the Documents with the 34 title, "RECORD DOCUNIENTS-JOB SET". The Job set shall include the 35 Drawings and the Project Manual. CITY OF DENTON STANDARD CONSTRUCTION SPEC1FICA TION DOCUMENTS Revised September 20. 2018 IFB #7118 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 B. 2. Preservation 017839-3 PROJECT RECORD DOCUMENTS Page 3 of4 a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings and Specifications a. Record any deviations from Contract Documents on Drawings and in the Specifications if applicable. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. Final Project Record Documents 1. Transfer of data to Drawings and Specifications a. Carefully transfer change data shown on the job set of Record Drawings and Project Manual if applicable, to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 IFB #7118 01 78 39-4 PROJECT RECORD DOCUMENTS Page 4 of4 c. Call attention to each entry by drawing a "cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20. 2018 SUMMARY OF CHANGE IFB #7118 Technical Specifications NCTCOG -4TH EDITION -AMENDMENTS Page 1 of26 NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOURTH EDITION, DIVISION 200~800 AMENDMENTS The following specifications and defmitions are intended to amend The October 2004 edition of the North Central Texas Council of Governments Standard Specifications for Public Works Construction, and where conflicts exist these notes shall rule: 201 201.11 202.5 202.6 203.3 203.7 301.2 301.5 302.9 303 305.1 305.2 50l.l 501.7 501.7.4 501.14 501.15 501.17 501.24 502.1-A 502.1-B 502.1-C 502.3 502.6.2 502.6.3 502.8 502.10.3-A 502.10.4 502.12.4 503.2 503.3 507.4.5 507.5.2 801 SSOl SS02 SS03 CITY OF DENTON Description Temporary Erosion Control Stabilized Construction Entrance Sodding Seeding Turf Grass General Site Preparation Embankment Lime Treatment Flexible Sub-base or Base Asphalt Pavement (Materials Only) Portland Cement Concrete Pavement Concrete Curb & Gutter Concrete Sidewalks Underground Conduit Materials Ductile Iron Pressure Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Water Pipe Polyvinyl Chloride (PVC) Pressure Rate Pipe & Fittings for Wastewater Polyvinyl Chloride (PVC) Wastewater Pipe & Fittings Fiberglass Wastewater Pipe & Fittings Concrete Manholes (Cast-in-Place) Concrete Manholes (Precast) Fiberglass Manholes Fire Hydrant Assembly Resilient Seated Gate Valve Air Valves Polyethylene Wrap for Metal Pipe and Fittings Water Service Connections (Small Diameter) Sanitary Sewer Services Core into Existing Manhole Tunnel/Casing Pipe Spacers Boring and Tunneling Sewer Pipe Coupling Television Inspection Barricades, Detours, and Warning Signs Cut and Plug Existing Sewer Lines Abandon Existing Manhole Remove Existing Manhole ST Al"'DARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Item 201 Temporary Erosion Control NCTCOG-4TH EDITION-AMENDMENTS Page 2 of26 General: This item shall govern the control measures required to prevent and control soil erosion from the work site. Construction Requirements: The contractor shall be responsible for providing temporary erosion control during the construction process according to the specifications and procedures outlined under NCTCOG Item 201. An erosion control plan must be submitted by the contractor and approved by the project engineer prior to beginning construction. The erosion control plan must specifY the type and location of all erosion control devices and methods. The contractor is free to use any of the erosion control options specified under NCTCOG Item 201 to control erosion. Erosion control devices and methods must follow the specifications outlined under NCTCOG Item 201 and the corresponding detail drawings in Division 1000. All erosion control devices must be maintained and inspected through the construction process. All erosion control devices shall be inspected every 7 calendar days during construction. In the event that silt or construction debris does escape the immediate construction areas, the contractor shall be responsible for cleaning it up within 24 hours of the incident. This includes soil tracked out of the construction areas by the contractor's vehicles. If the project inspector sees that a certain erosion control method or location is not working, he may direct the contractor to correct the erosion control devices accordingly. Duration: All erosion control devices must remain in place until the disturbed soil in the work site is stabilized. Stabilization may be obtained through one of the following options: Seeding of the work zone until 70% of the disturbed area has vegetative coverage, sodding the disturbed area, placement of an erosion blanket over the disturbed area, or the application of organic mulching material to cover the disturbed area. All erosion control devices will require removal once approval is provided by Watershed Protection. NCTCOG Reference: Item 201 Payment: Payment will be at the contract unit price per linear foot of pipe installation protected by temporary erosion control measures. Removal of temporary erosion control measures is considered incidental. Item 201.11 Stabilized Construction Entrance General: This item shall govern the construction of a stabilized construction entrance to the work site to minimize the tracking of soil from the work site to City streets and roads. Materials: Stone and filter fabric shall meet the requirements ofNCTCOG Item 20 1.11.2. Construction: The construction entrance shall be constructed according to NCTCOG Drawings 1070A and 1070B and in accordance with the provisions ofNCTCOG Item 201.11.3. NCTCOG Reference: Item 201 Payment: Separate payment for stabilized construction entrances shall not be made. This shall be considered a subsidiary cost ofltem 203.3 General Site Preparation. Item 202.5 Sodding General: This item provides for the preparation and placement of turf grass blocks or plugs upon all areas where vegetation is removed or damaged due to the construction of public service lines, facilities, roads or sidewalks. Installation: Sod grass shall be placed according to the specifications listed under NCTCOG Item 202.5 and to the extents listed on the plans if so indicated. City approval on the location, amount and type of sod is required prior to placement. Failure to obtain City approval prior to placement may be cause for the City to reject payment. This item includes labor, material, equipment, water, and fertilizer necessary to establish the sod grass prior to acceptance. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG Reference: Item 202.5 NCTCOG-4TH EDITION-AMENDMENTS Page 3 of26 Payment: Payment for this item shall be at the contract unit price for each square yard of sod grass placed. Price shall be full compensation for furnishing of all materials and labor, including water and fertilizer required to establish the sod grass. Item 202.6 Seeding Turf Grass General: This item provides for the preparation and seeding of turf grass of all areas where vegetation is removed or damaged due to the construction of public service lines, facilities, roads or sidewalks. Installation: Turf grass shall be seeded on areas that have been stripped of vegetative cover due to construction activities. City approval on the location, amount and type of seed grass is required prior to placement. Failure to obtain City approval prior to placement may be cause for the City to reject payment. Turf grass may be seeded according to any of the methods listed under NCTCOG Item 202.6. This item includes labor, material, equipment, water, and fertilizer necessary to establish the broadcast seed prior to acceptance. Seed plantings must be sprouted prior to project acceptance and the Contractor must maintain the seeded area until 70% cover is achieved. NCTCOG Reference: Item 202.6 Measurement: Measurement and payment for seeding shall be based on the square yardage of seeded area. Payment: Payment for this item shall be at the contract unit price for seeding per square yard. Price should be full compensation for furnishing of all materials including water for seeding fertilizer slurry and maintaining growth. Item 203.3 General Site Preparation General: This item shall consist of preparing the right-of-way or public easements for construction operations by the removal of all obstructions and disposal of the materials by the contractor. Disposal of removed materials is the responsibility of the contractor. Obstructions to be removed under this item are listed in NCTCOG Item 203.3.1. Exceptions to the obstructions list shall be noted on the plans or in the Special Contract Requirements. The contractor shall keep tree removal within the permanent utility easement or right-of-way to a minimum, only removing trees necessary to install the improvements unless otherwise noted on the construction plans. All properties shall be restored to the same or better condition than prior to the construction. Existing fencing, railing, gates and barriers that require removal during construction will be replaced with equal or better fencing, railing, gates and barriers at the end of the project. Payment for replacement fencing, railing, gates and barriers is considered subsidiary to this line item. NCTCOG Reference: Item 203.3 Payment: Payment for this item shall be at the contract lump sum for General Site Preparation. Item 203.7 Embankment General: This item shall consist ofthe placement and compaction of approved soils to the standards and surface grades as indicated by the construction plans or Special Contract Requirements. Construction: Embankment shall be constructed in accordance to NCTCOG Item 203.7.2. The base soil surface on which the embankment will be constructed shall be scarified or plowed to a minimum depth of 6 inches prior to the placement of any embankment layers. Embankment shall be compacted in layers not to exceed 8 inches in depth. Embankment shall be compacted to the requirements specified in the Special Contract Requirements. NCTCOG Reference: Item 203.7 CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 4 of26 Payment: Payment for this item shall be at the conn·act unit price for each cubic yard of embankment material placed and compacted. Payment shall include all labor, equipment and materials required to place the embankment material and to establish the surface grades indicated on the construction plans. Item 301.2 Lime Treatment General: This item establishes the requirements for the treatment of pavement subgrades with hydrated lime. General requirements are found in NCTCOG section 301.2 with modifications listed below. Materials: Dry hydrated lime or slurry lime (commercial Grade 2 or Grade 3). Quicklime will be allowed upon City approval. Construction: All subgrade surfaces shall be shaped within 0.2 feet of finished grade before liming operations start. Soft areas of the subgrade shall be removed and replaced with suitable soil prior to lime treatment. Lime shall be mixed at the minimum rate and to the minimum subgrade depth indicated on the plans or in the specifications. The final lime treated mixture shall pass the gradation requirements in the table below: Sieve Size Passing 1 %-in 100% %-in 85% No.4 60% The mixed material shall be compacted to the density specified in NCTCOG Item 301.2.3 .6. A minimum of 72 hours of curing time after the initial mixing of the subgrade will be required before remixing is allowed and the placement of base courses or other construction activities are permitted. The treated subgrade shall be kept moist during the curing process to prevent cracking of the treated surface. If the pavement or other base courses are not to be placed within 14 days of final mixing, a seal coat conforming to NCTCOG Item 302.3.5.1 and NCTCOG Tables 302.3.5.l.(a) and 302.3.5.1.(b) shall be applied to the treated subgrade surface. Payment: Payment shall be at the contract unit price per square yard of subgrade treated. Item 301.5 Flexible Subbase or Base (Crushed Stone/Concrete) General: This item shall govern the composition and placement of flexible base for use as a foundation course for other pavement courses or as a surface course. Flexible base may be used in lieu of treated subgrade if approved by the City Engineer and confirmed by the geotech report. At a minimum, depth of compacted flexible base shall meet minimum treated subgrade depth as shown on the City of Denton standard details. Material: The material shall be crushed stone, naturally occurring gravel or crushed concrete. The material shall adhere to the Grade 1 material requirements of Table 301.5.2.(a) of the NCTCOG specifications. Any material source shall be approved by the City before any work occurs. Construction: Preparation of the subgrade, course applications, density, and finish shall be in accordance with NCTCOG Item 301.5 .2. If the existing sub grade is unsuitable, the sub grade materiel shall be removed and replaced with suitable subgrade material from the work site or with select backfill specified by the Owner's Representative. Payment: Payment shall be at the contract unit price per square yard of flexible base or subbase constructed in place to the full depth specified on the plans. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Item 302.9 Asphalt Pavement (Materials Only) NCTCOG -4TH EDITION -AMENDMENTS Page 5 of26 General: This item shall govern the use of allowable asphalt pavement materials required for the construction of asphalt pavement. Aggregate Composition: Coarse aggregate, fine aggregate, sand and mineral filler shall adhere to the standards of NCTCOG Item 302.2. Aggregate gradation requirements shall conform to the asphalt mix design indicated on the plans or in the Special Contract Requirements. Bituminous Materials: Unless the plans or Special Contract Requirements specify otherwise, the asphaltic binder for asphalt pavement shall be PG 64-22 asphalt cement. Fibrous Reinforcement: Unless the plans or Special Contract Requirements specify otherwise, fibrous reinforcement of asphalt pavement will not be allowed. Paving Mixture: The paving mix design shall conform to the standard plan details or Special Contract Requirements. In general, only Type B, C, and D mix designs shall be allowed. Prime Coat: A priming coat is not required between pavement courses unless specifically called for on the plans or in the Special Contract Requirements. Tack Coat: Tack coat shall be a slow setting emulsified asphalt conforming to Type CSS-1h in NCTCOG Table 302.3 .4.( c) unless otherwise specified in the plans or Special Contract Requirements. Item 303 Portland Cement Concrete Pavement General: This item shall govern the composition and construction of Portland cement concrete pavement to the standards and dimensions required by the plans and specifications. Materials: Aggregate Composition: Coarse and fine aggregates for concrete shall conform to the provisions ofNCTCOG Item 303.2.1. Portland Cement: Portland cement shall conform to the provisions ofNCTCOG Item 303.2.2. Chemical Admixtures: Chemical admixtures shall conform to the provisions ofNCTCOG Item 303.2.3. Air entrainment admixtures shall be utilized to ensure total air content of the concrete between 4% and 6%. Water reducing and set retarding admixtures shall be approved on a project by project basis. Mineral Admixtures: Mineral admixtures shall conform to the provisions ofNCTCOG Item 303.2.4. Maximum fly ash amount shall not exceed 25% by weight per cubic yard of concrete. Mineral Filler: Mineral filler will be allowed under the provisions ofNCTCOG Item 303.2.5 and Table 303.2.5.(a). Fibrous Reinforcement: Fiber reinforcement is required for concrete sidewalk. Fiber shall be Fibermesh® 300 Synthetic Fiber as produced by Propex Concrete Systems or an approved equivalent. Application shall be 1.5 lbs of fiber per cubic yard of concrete with 1.5-inch long strands. Application shall follow the manufacturer's guidelines. Steel Reinforcement: Steel reinforcement shall be of the size and quantity as shown on the City of Denton standard details unless called for on the plans or in the Special Contract Requirements. Steel reinforcement shall conform to the standards ofNCTCOG Item 303.2.9. Curing Materials: Curing material shall be a ASTM 309 Type 2, white pigmented curing compound unless otherwise noted on the plans or in the Special Contract Requirements. The use of mats, paper or film shall not be permitted for curing purposes. The compound and its application shall conform to NCTCOG Item 303.2.13. The compound shall be applied per the manufacturer's guidelines. Mi-r Design: Mix design shall be as called for on the plans or in the Special Contract Requirements. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 6 of26 Construction: Concrete shall be mixed, delivered and placed per the requirements ofNCTCOG Items 303.3, 303.4 and 303.5. Concrete shall not be placed if the temperature is less than 40 degrees F and falling but may be placed if the temperature is above 35 degrees F and rising. Contractor is responsible for any adverse impacts on the quality and strength of concrete placed due to weather related conditions. Under no circumstances shall concrete be placed upon frozen subgrade. Concrete must be placed within the time limits prescribed byNCTCOG Table 303.5.5.(a). Hand finishing of concrete pavement is only allowed in areas inaccessible to a fmishing machine. See Section 3.l.A of the City of Denton Transportation Criteria Manual regarding placement method. Curing compound shall be applied immediately upon conclusion of finishing per NCTCOG Item 303.5.7. Curing compound shall be applied to the side pavement edge after the forms are removed and before the placement of soil. Excessive voids or honeycombing of the pavement edge may be cause for the rejection of the pavement section. When required, contraction or dummy joints shall be sawed into the concrete per the plans within 24 hours of placement. Unless otherwise noted in the plans or Special Contract Requirements, all vehicle traffic shall be excluded from the new concrete pavement for a minimum of 14 days. Payment: Payment shall be at the contract unit price per square yard of concrete placed at the design pavement thickness. Price shall include all concrete, steel reinforcement, form work, fmishing work, jointing, sawing, sealing, and cleaning. Integral or monolithic concrete curb placed with the pavement shall not be included; it shall be paid for separately. Item 305.1 Concrete Curb & Gutter General: This item shall consist of Portland Cement Concrete Curb and Gutter installed separately from new concrete pavement. Materials: Concrete shall conform to the class called for on the plans or in the current City standard detail drawings. Steel reinforcement dowels, where required, shall be as called for on the plans or in the current City standard detail drawings. Construction: No concrete shall be placed if the temperature is less than 35 degrees F. Concrete curb and gutter shall be installed per the plans and according to the provisions ofNCTCOG Item 305.1.3. Expansion joints shall be required every 200 feet of curb length per NCTCOG Item 305.1.3.4. One longitudinal dowel bar of#4 reinforcing steel two feet in length shall be required at every expansion joint. Backfilling: The curb and gutter shall be backfilled within seventy-two (72) hours of pouring. The backfill shall be of suitable material and compacted in a manner acceptable to the City. All backfill material shall be free of clods and rocks and compacted to a level even with the top of curb. Payment: Payment shall be at the contract unit price for concrete curb and gutter complete and in place. The unit price shall include backfilling of soil behind the curb. The unit price does not include the excavation or disposal of material required to install the curb and gutter. Item 305.2 Concrete Sidewalks General: This item governs the composition and construction of new concrete sidewalks. References: The contractor shall refer to Item 305.2 of the NCTCOG Specifications, and the Texas Accessibility Standards Section 4, Accessible Elements and Spaces: Scope and Technical Requirements for details not specifically called out in this specification, the plans, or the Special Contract Requirements. Construction: Sidewalk shall be installed per the plans and the most current City standard sidewalk details. Unless otherwise noted on the plans or Special Contract Requirements, the Contractor shall be responsible for identifying the extent of the public right-of-way or easements in which the sidewalk will be installed. Where a permanent obstruction is encountered and existing right-of-way or easement is insufficient for the full width of the proposed sidewalk, the sidewalk width may be reduced to thirty-six inches for the length of the obstruction. The path of the sidewalk around an obstruction shall utilize a gradual curve so as not to create a sharp bend around the obstruction. Where new concrete sidewalk adjoins an existing concrete sidewalk, curb and gutter, or driveway approach, an expansion joint shall be placed at the interface and the new sidewalk shall be connected to the existing concrete item with 6 inch long, #3 steel reinforcement dowel bars placed every 24 inches into mechanically drilled holes. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG -4TH EDITION -AMENDMENTS Page 7 of26 The completed sidewalk must have an unobstructed vertical clearance of eighty inches for the entire length and width of the sidewalk. Trees, shrubs and brush that must be trimmed to complete this task must be cut and removed in a professional manner. Materials: Concrete mix design and steel reinforcement shall be as called for on the plans, in the current City standard detail drawings, or in the Special Contract Requirements. Fiber Reinforcement and curing compound shall conform to the provisions ofltem 303 Portland Cement Concrete Pavement. Payment: Payment shall be made at the contract unit price per square yard of concrete sidewalk complete in place. Price shall include concrete, fiber reinforcement, reinforcing steel, joint material, and backfilling of soil along sidewalk. Contract unit price does not include the removal and disposal of any material required to install the new concrete sidewalk, including existing sidewalk. Item 501.1 Underground Conduit Materials General: This item establishes the permissible conduit material types and size restrictions for water, sanitary sewer and drainage applications. No other conduit types shall be permitted unless specifically called for in the plans or Special Contract Requirements. Water: Conduit shall be either AWWA C900 PVC pipe, AWWA C151 Ductile Iron pipe, AWWA C303 Bar- wrapped Concrete Steel Cylinder pipe, or A WWA C200 Steel Water pipe. Size and thickness restrictions for each pipe material type are given in the table below: Pipe Material AWWAC900 AWWAC151 AWWAC303 AWWAC200 Diameter Range (in) 6-12 16-24 16 and larger 36 and larger Min. Thickness Class DR-14 Special Thickness Class 52 Design Specific Design Specific Sanitary Sewer: Conduit shall be either A WW A C900/C905 PVC pipe (pressure rated applications only), ASTM D3034 PVC pipe, ASTM F679 PVC pipe, ASTM D3262 Fiberglass pipe, or ASTM F714 Solid Wall Polyethylene Plastic pipe (pipe-bursting applications only). Size and thickness restrictions for each pipe material type are given in the table below: Pipe Material AWWAC900 AWWAC905 ASTMD3034 ASTMF679 ASTMD3262 ASTMF714 Diameter Range (in) 6-12 14 and larger 6-15 18 and larger 18 and larger 6 and larger Min. Thickness Class DR-18 DR-18 SDR-35 PS46 PS46 DR-llh Drainage: Conduit shall be either ASTM C76 Reinforced Concrete pipe, ASTM A760 Corrugated Aluminized Type 2 Steel pipe, or ASTM C789 and ASTM C850 Precast Reinforced Concrete Box Sections. Size and thickness restrictions for each pipe material type are given in the table below: Pipe Material ASTMC76 ASTMA760 ASTM C789 or C850 CITY OF DENTON Diameter Range (in) 18 and larger 18-42 As manufactured STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Min. Thickness Class Class III Design Specific Application Specific Item 501.7 Ductile Iron Pressure Pipe NCTCOG-4TH EDITION -AMENDMENTS Page 8 of26 General: This item shall govern the materials of construction and installation of Ductile Iron Pressure Pipe for use in potable water distribution. Material: Unless otherwise noted on the plans or in the Special Contract Requirements, ductile iron pressure pipe shall conform to A WW A C-151 standards and have push-on joints conforming to A WW A C 111 standards. Where a pipe joint requires a mechanical joint connection or a flanged joint connection, an appropriately jointed pipe segment shall be furnished conforming to A WWA Clll or A WWA CliO standards. Pipe shall have a bituminous exterior coating and be exterior corrosion protected using an inner encasement of8 mil "V-bio" enhanced polyethylene and an outer encasement of 4 mil cross linked polyethylene encasement per A WW A C-105. Pipe shall be interior corrosion protected using a cement mortar lining per A WW A C-1 04. Installation: Pipe and fittings shall be installed at the locations and in the quantities indicated on the plans or in the Special Contract Requirements. Pipe without a design profile shall be installed at the minimum depths required by the current City of Denton Water Criteria Manual. Pipe shall be installed according to the provisions ofNCTCOG Items 505 "General Conduit Installation" and 506 "Water Conduit Installation". Trench width and depth shall be governed by the appropriate trench detail drawing in the plans or the current City trench detail drawing. Installation under existing pavement shall require a pavement saw cut conforming to NCTCOG Item 402.3 "Sawing". The ductile iron pressure pipe and fittings shall be wrapped in two layers of polyethylene encasement prior to installation. The inner encasement shall be 8 mil "V -bio" enhanced polyethylene and the outer encasement shall be 4 mil cross linked polyethylene. Embedment and backfill shall be as required by the appropriate trench detail drawing in the plans or the current City trench detail drawing. All fittings shall utilize mechanical joint restraints. All fittings shall include concrete thrust blocking for full design thrust. For 16 inch diameter and greater water lines, the water lines shall be restrained at the ductile iron fittings for full design thrust requirements. For 16 inch diameter and greater water lines the Contractor shall provide lay schedules developed by the pipe manufacturer showing the required restraint at fittings and at additional joints based on the design calculations for full thrust design. The lay schedule and design calculations from the pipe manufacturer shall be a part ofthe pipe submittal. Unless the plans or Special Contract Requirements indicate otherwise, thrust restraint shall be as follows: 1.) For pipe diameters greater than 12 inches but less than 30 inches, both concrete thrust blocking and mechanical joints restraints. Calculations for the mechanical joint restraints shall be determined by the pipe supplier and furnished for review by the City prior to installation. 2.) For pipe diameters equal or greater than 30 inches, mechanical joints restraints only. Calculations for the mechanical joint restraints shall be determined by the pipe supplier and furnished for review by the City prior to installation. The concrete thrust blocking shall be installed at all pipe bends, tees, or pipe ends according to the thrust blocking details in the plans or the current City standard thrust blocking details. The maximum length of open trench at all time shall be 200 feet. Open trench at the end of the working day must be plated or barricaded from public access. Testing and Disinfection: Pipe shall be hydrostatically tested according to the provisions ofNCTCOG Item 506.5 "Hydrostatic Test" and NCTCOG Table 506.5.(a). Pipe shall be purged and disinfected according to the provisions ofNCTCOG Item 506.7 "Purging and Disinfection of Water Conduits" and A WW A C651. Disinfection may be accomplished by either the continuous feed or slug feed methods. Interior surface of pipe shall be swabbed with a 1 to 5 percent hypochlorite disinfecting solution. Contractor shall submit a plan for flushing and disinfection for review and approval or make modifications to the plan. Payment: Payment for this item shall be at the contract unit price per linear foot of water pipe installed. Unit price shall include pavement cut and repair, trench excavation, embedment, pipe and fitting, installation, backfill, thrust blocking, testing and disinfection, and temporary and permanent pavement repair if required, including but not limited to curb and gutter, driveway approach, sidewalks, and asphalt or concrete pavement repair. A separate unit price may be utilized to differentiate pipe installed under pavement from pipe installed in unpaved areas. Asphalt or concrete saw cut and removal shall be included in the unit price for water pipe installed under pavement. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Item 501.7.4 Ductile Iron Fittings NCTCOG -4TH EDITION -AMENDMENTS Page 9 of26 General: This item shall govern the material requirements of ductile iron fittings for use in water service supply. Installation of ductile iron fittings is described under the ductile iron and PVC pipe installation specifications. Materials: Unless otherwise noted on the plans or in the Special Contract Requirements fittings shall be made of ductile iron and conform to either A WW A C 110 for standard fitting sizes 16" and larger or A WW A C 153 for compact fitting only for 12" and smaller. Fitting sizes and dimensions shall be as called for on the plans. Fittings shall have a bituminous seal coating and a cement interior lining in accordance with A WW A C 104. Fittings shall be wrapped in an inner encasement 8 mil "V -bio" enhanced polyethylene and an outer encasement 4 mil cross linked polyethylene after installation. Fitting connection types shall be as called for on the plans or where unspecified, mechanical joint by mechanical joint. Bolting hardware shall conform to NCTCOG Item 501.7.4. Mechanical joints shall utilize T style bolts only. Flange connections shall utilize hex bolts only. Payment: There is no separate pay item for ductile iron fittings as they are considered a subsidiary cost of water or wastewater line pipe installation unless specified otherwise in the plans or Special Contract Requirements .. Item 501.14 Polyvinyl Chloride (PVC) Water Pipe General: This item shall govern the materials of construction and installation of PVC pipe for use in potable water distribution. Material: Unless otherwise noted on the plans or in the Special Contract Requirements, pipe shall meet A WWA specification C-900 for diameter sizes 4" through 12" with a minimum wall thickness of DR 14. PVC pipe shall be blue in color. Any discoloration in the pipe shall be sufficient cause for rejection. Installation: Pipe and fittings shall be installed at the locations and in the quantities indicated on the plans or in the Special Contract Requirements. Pipe without a design profile shall be installed at the minimum depths required by the current City of Denton Water Criteria Manual. Pipe shall be installed according to the provisions ofNCTCOG Items 505 "General Conduit Installation" and 506 "Water Conduit Installation". Trench width and depth shall be governed by the appropriate trench detail drawing in the plans or the current City trench detail drawing. Installation under existing pavement shall require a pavement saw cut conforming to NCTCOG Item 402.3 "Sawing". Embedment and backfill shall be as required by the appropriate trench detail drawing in the plans or the current City trench detail drawing. Unless the plans or Special Contract Requirements indicate otherwise, thrust restraint shall be concrete trust blocking only. The concrete thrust blocking shall be installed at all pipe bends, tees, or pipe ends according to the thrust blocking details in the plans or the current City standard thrust blocking details. The maximum length of open trench at any time shall be 200 feet. Open trench at the end of the working day must be plated or barricaded from public access. Testing and Disinfection: Water pipe shall be hydrostatically tested according to the provisions ofNCTCOG Item 506.5 "Hydrostatic Test" and NCTCOG Table 506.5.(a). Pipe shall be purged and disinfected according to the provisions ofNCTCOG Item 506.7 "Purging and Disinfection of Water Conduits" and A WW A C651. Disinfection may be accomplished by either the continuous feed or slug feed methods. Interior surface of pipe shall be swabbed with a I to 5 percent hypochlorite disinfecting solution. Contractor shall submit a plan for flushing and disinfection for review and approval or make modifications to the plan. Payment: Payment for this item shall be at the contract unit price per linear foot of water pipe installed. Unit price shall include pavement cut and repair, trench excavation, embedment, pipe and fitting, installation, backfill, thrust blocking, testing and disinfection, and temporary and permanent pavement repair if required, including but not limited to curb and gutter, driveway approach, sidewalks, and asphalt or concrete pavement repair. A separate unit price may be utilized to differentiate pipe installed under pavement from pipe installed in unpaved areas. Asphalt or concrete saw cut and removal shall be included in the unit price for water pipe installed under pavement. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 20 I 8 NCTCOG -4TH EDITION -AMENDMENTS Page 10 of26 Item 501.15 Polyvinyl Chloride (PVC) Pressure Rated Pipe & Fittings for Wastewater General: This item shall govern the materials of construction and installation of PVC pipe and fittings for use in pressurized wastewater applications. Material: Unless otherwise noted on the plans or in the Special Contract Requirements, pipe shall meet A WW A specification C-900 for diameter sizes 4" through 12" and A WWA specification C-905 for diameter sizes 14" and greater. Minimum wall thickness shall be DR 18. PVC pipe shall be green in color if the application is for raw wastewater and purple if the application is for reuse. Any discoloration in the pipe shall be sufficient cause for rejection. Fittings shall be A WW A C907 PVC or A WW A C 11 0/C 153 ductile iron with Protecto 401 protective coating. Installation: Pipe and fittings shall be installed at the locations and in the quantities indicated on the plans or in the Special Contract Requirements. Pipe without a design profile shall be installed at the minimum depths required by the current City of Denton Wastewater Criteria Manual. Pipe shall be installed according to the provisions of NCTCOG Items 505 "General Conduit Installation" and 507 "Wastewater Conduit Installation". Trench width and depth shall be governed by the appropriate trench detail drawing in the plans or the current City trench detail drawing. Installation under existing pavement shall require a pavement saw cut conforming to NCTCOG Item 402.3 "Sawing". Embedment and backfill shall be as required by the appropriate trench detail drawing in the plans or the current City trench detail drawing. The Contractor shall provide lay schedules developed by the pipe manufacturer showing the required restraint at fittings and at additional joints based on the design calculations for full thrust design. The lay schedule and design calculations from the pipe manufacturer shall be a part of the pipe submittal. Unless the plans or Special Contract Requirements indicate otherwise, thrust restraints shall be as follows: 1.) For pipe diameters less than or equal to 12 inches, concrete thrust blocking only. 2.) For pipe diameters greater than 12 inches but less than 30 inches, both concrete thrust blocking and mechanical joints restraints. Calculations for the mechanical joint restraints shall be determined by the pipe supplier and furnished for review by the City prior to installation. 3.) For pipe diameters equal or greater than 30 inches, mechanical joints restraints only. Calculations for the mechanical joint restraints shall be determined by the pipe supplier and furnished for review by the City prior to installation. The concrete thrust blocking shall be installed at all pipe bends, tees, or pipe ends according to the thrust blocking details in the plans or the current City standard thrust blocking details. The maximum length of open trench at any time shall be 200 feet. Open trench at the end of the working day must be plated or barricaded from public access. Testing and Disinfection: Pipe shall be hydrostatically tested according to the provisions ofNCTCOG Item 506.5 "Hydrostatic Test" and NCTCOG Table 506.5.(a). Payment: Payment for this item shall be at the contract unit price per linear foot of pressure rated wastewater pipe installed. Unit price shall include pavement cut and repair, trench excavation, embedment, pipe and fitting, installation, backfill, thrust blocking, testing, and temporary and permanent pavement repair if required, including but not limited to curb and gutter, driveway approach, sidewalks, and asphalt or concrete pavement repair. A separate unit price may be utilized to differentiate pipe installed under pavement from pipe installed in unpaved areas. Asphalt or concrete saw cut and removal shall be included in the unit price for water pipe installed under pavement. C1TY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 11 of26 Item 501.17 Polyvinyl Chloride (PVC) Wastewater Pipe & Fittings General: This item describes the materials of construction and installation of solid wall unplasticized polyvinyl chloride (PVC) wastewater pipe and fittings for gravity flow applications. Submittals: Submittals shall demonstrate that the solid wall PVC wastewater pipe and fittings meet all of the required standards of this item. Materials: A. Pipe and fittings shall meet the requirements of ASTM D3034 for pipe and fittings up through 15 inches in diameter. For diameters greater than 15 inches pipe and fittings shall meet the requirements of ASTM F679 with a pipe stiffness of 46 psi at 5% deflection. B. Wall thickness shall be SDR-35 unless otherwise noted on the plans or in the Special Contract Requirements. C. Fitting wall thickness shall match the main line pipe wall thickness. D. Pipe and fittings shall be green in color. Any discoloration in the pipe shall be sufficient cause for rejection. Installation: Pipe and fittings shall be installed at the locations and in the quantities indicated on the plans or in the Special Contract Requirements. Pipe without a design profile shall be installed at the minimum depths required by the current City of Denton Wastewater Criteria Manual. Pipe shall be installed according to the provisions of NCTCOG Items 505 "General Conduit Installation" and 507 "Wastewater Conduit Installation". Trench width and depth shall be governed by the appropriate trench detail drawing in the plans or the current City trench detail drawing. Installation under existing pavement shall require a pavement saw cut conforming to NCTCOG Item 402.3 "Sawing". Embedment and backfill shall be as required by the appropriate trench detail drawing in the plans or the current City trench detail drawing. Testing and Inspection: Pipe shall be air tested according to the provisions ofNCTCOG Item 507.5.1.3 "Low Pressure air Testing". Pipe shall be deflection tested according to the provisions ofNCTCOG Item 507.5.1.4 "Flexible Pipe (Deflection) Testing". Pipe shall be inspected by television in accordance with City of Denton Amendment Item 507.5.2. Payment: Payment for this item shall be at the contract unit price for each linear foot of solid wall PVC wastewater pipe installed. Unit price shall include pavement cut and repair, trench excavation, embedment, pipe and fitting, installation, backfill, testing, and temporary and permanent pavement repair if required, including but not limited to curb and gutter, driveway approach, sidewalks, and asphalt or concrete pavement repair. A separate unit price may be utilized to differentiate pipe installed under pavement from pipe installed in unpaved areas. Asphalt or concrete saw cut and removal shall be included in the unit price for sanitary sewer pipe installed under pavement. Item 501.24 Fiberglass Wastewater Pipe & Fittings General: This item describes the materials of construction and installation of fiberglass (glass-fiber reinforced thermosetting-resin) pipe and fittings for use in wastewater applications. Submittals: Submittals shall demonstrate that the fiberglass wastewater pipe and fittings meet all of the required standards ofthis item. Materials: A. Pipe intended for gravity flow applications shall meet the requirements of ASTM D3262 for pipe stiffness of 46 psi at 5% deflection. Fittings shall conform to ASTM D3 840 standards and match the pipe stiffness. B. Pipe intended for pressure flow applications shall meet the requirements of ASTM D3754 for pipe stiffness of 46 psi at 5% deflection. Fittings shall conform to ASTM D5685 standards and match the pipe stiffness. C. Minimum wall thickness shall conform to Class PN25/SN46 for gravity flow pipe and Class PN150/SN46 for pressure flow pipe unless otherwise noted on the plans or in the Special Contract Requirements. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG -4TH EDITION -AMENDMENTS Page 12 of26 D. Joints shall utilize a gasketed coupling capable of spanning both ends of the pipe to be joined and conforming to ASTM D4161. The coupling pressure class shall match or exceed the pipe pressure class. Installation: Pipe and fittings shall be installed at the locations and in the quantities indicated on the plans or in the Special Contract Requirements. Pipe without a design profile shall be installed at the minimum depths required by the current City of Denton Wastewater Criteria Manual. Pipe shall be installed according to the provisions of NCTCOG Items 505 "General Conduit Installation" and 507 "Wastewater Conduit Installation". Trench width and depth shall be governed by the appropriate trench detail drawing in the plans or the cunent City trench detail drawing. Installation under existing pavement shall require a pavement saw cut conforming to NCTCOG Item 402.3 "Sawing". Embedment and backfill shall be as required by the appropriate trench detail drawing in the plans or the cUITent City trench detail drawing. Testing and Inspection: Pipe shall be air tested according to the provisions ofNCTCOG Item 507.5.1.3 "Low Pressure air Testing". Pipe shall be deflection tested according to the provisions ofNCTCOG Item 507 .5.1.4 "Flexible Pipe (Deflection) Testing". Pipe shall be inspected by television in accordance with City of Denton Amendment Item 507.5.2. Payment: Payment for this item shall be at the contract unit price for each linear foot of fiberglass wastewater pipe installed. Unit price shall include pavement cut and repair, trench excavation, embedment, pipe and fitting, installation, backfill, testing, and temporary and permanent pavement repair if required, including but not limited to curb and gutter, driveway approach, sidewalks, and asphalt or concrete pavement repair. A separate unit price may be utilized to differentiate pipe installed under pavement from pipe installed in unpaved areas. Asphalt or concrete saw cut and removal shall be included in the unit price for sanitary sewer pipe installed under pavement. Item 502.1-A Concrete Manhole (Cast-in-Place) General: This item governs the construction of monolithic poured concrete manholes used in the wastewater collection system. References: NCTCOG Item 502.1 "Manholes" NCTCOG Item 702 "Concrete Structures" Submittals: Submittals are required for the pipe-to-manhole connector, concrete mix design, bitumastic gaskets, grout, frame and cover, grade adjustment riser (if required), drop fittings and pipe (if required), and interior liner (if required). Material: A. Concrete -Concrete shall conform to the strength requirements called for on the plans or in the cUITent City standard manhole detail. B. Pipe-to-Manhole Connector-Connector shall be elastomeric PVC or rubber that meets ASTM C923 standards. C. Bitumastic Gasket-Bitumastic gasket shall be 0-ring or preformed plastic or butyl rubber conforming to NCTCOG Item 502.7 "Preformed Flexible Conduit Joint Sealant". D. Grout-Grout shall be non-shrink, high strength grout that meets ASTM C1107 standards. E. Frame and Cover -Frame and cover shall be grey or ductile iron castings conforming to the requirements ofNCTCOG Table 806.4.1.2.(a) "Iron Castings Standards". Workmanship shall adhere to NCTCOG Item 806.4.2. The frame and cover shall have a minimum clear opening of 30 inches and conform to the cUITent City standard frame and cover detail for dimensions and style. F. Grade Adjustment Riser-Grade adjustment riser shall be precast concrete manufactured in accordance to ASTM C478, HDPE or polypropylene. HDPE and polypropylene risers shall have a minimum traffic loading of AASHTO HS-25. HDPE and polypropylene risers shall only be used for manholes under existing or proposed pavement. Riser shall have a minimum clear opening of30 inches and be free of defects. G. Drop Manhole Pipe and Fittings-Pipe and fittings for drop manholes shall conform to the same standards as those for the mainline pipe material. Fitting and pipe dimensions shall match the size of the incoming pipe and shall conform to the cUITent City standard drop manhole detail. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Installation: NCTCOG -4TH EDITION -AMENDMENTS Page 13 of26 H. Interior Lining-Acceptable interior lining systems for concrete manholes are SpectraShield by CCI Spectrum, Inc., and SprayWall by Sprayroq, Inc. No other products are allowed. A. Manholes shall be constructed at the locations and to the dimensions indicated on the construction plans. Manholes shall be constructed according to the plan details or the current City standard manhole detail for the relevant manhole type. B. Rock foundation for concrete manholes shall be Aggregate Grade 4 crushed rock as described in NCTCOG Item 504.2.2.1. Thickness shall be as called for on the plans or in the current City standard detail. C. Manhole construction shall follow the guidelines ofNCTCOG Item 502.1.4 and NCTCOG Item 702.4 except where indicated below. D. Construction joints are not allowed for cast-in-place concrete manholes. If a construction joint is required due to delays in concrete delivery, weather or any other cause the City Inspector or Engineer shall direct the type of construction joint to be installed before proceeding with the remaining concrete placement. Cost for the creation of the construction joint and any associated delay in the construction of the manhole shall be solely the responsibility of the Contractor. E. Concrete placement is only permitted if the temperature is equal to or greater than 40 degrees F and rising. F. Cast-in-Place manholes shall not be backfilled for at least 12 hours after the forms have been removed. G. The fmal elevation of the frame and cover shall conform to the elevation called for on the plans with the following allowable modifications. Manholes installed in existing pavement shall have the top of the frame cover match as closely as possible the pavement elevation. Manhole covers in parkway, lawns, or other improved lands shall be at an elevation of not more than 1 inch nor less than one half 1/2 inch above the surrounding ground unless otherwise specified by the plans. Backfill shall provide a uniform slope from the top of the manhole casting for not less than 3 feet each direction to fmished grade of the ground. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation of not more than 12 inches or less than 6 inches above the surrounding ground unless otherwise specified by the plans. Manholes in proposed paved areas shall have grade stakes with the fmish elevation of the street. The final elevation of the frame cover shall conform to the fmal elevation of the street. H. Frame and cover shall be placed with a minimum of one layer ofbitumastic gasket between the manhole cone/grade adjustment riser and the frame. No gaps will be allowed in the bitumastic gasket. Where concrete grade adjustment risers are required, bitumastic gaskets shall be placed between each riser layer, the frame bottom and the cone top. Where HDPE or polypropylene grade adjustment risers are utilized, the riser shall be installed and sealed per the manufacturer's specification. Gasket's and/or sealants shall provide a watertight seal between the adjoining elements. I. Interior and exterior grouting is required for all construction joints, between grade adjustment riser layers, and between the frame and manhole cone. Grouting shall have a smooth fmish and provide a watertight seal capable of permitting the manhole to pass the low pressure air test. J. Drop manholes and vented manholes shall be constructed as shown on the plans or in accordance with the current City standard detail. K. Backfilling requirements around the manhole shall conform to the standard trench detail relevant to the location of the manhole. L. Interior lining of a manhole shall be conducted only after the manhole has passed the low pressure air test described in NCTCOG Item 502.1.5.2. Lining shall be performed by a contractor certified by the manufacturer to field apply their product. Field Quality Control: A. No water shall be allowed to stand in the channel or on the shelf of a new manhole. B. The manhole shall be visually inspected inside and on the exterior portions above ground. Any form lines or honey combing shall be smoothed and grouted. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 20 l8 NCTCOG-4TH EDITION-AMENDMENTS Page 14 of26 C. The manhole shall be vacuum tested according to NCTCOG Item 502.1.5.2. Payment: Payment for this item shall be made at the contract unit price for each concrete manhole constructed or installed. The unit price shall include all labor, equipment, and materials necessary to construct, install and backfill around the manhole as indicated on the plans. The unit price shall also include any pavement, curb, sidewalk or driveway cut and repair required to install the manhole. Drop, Vented or Lined manholes shall be separate pay items also covered under this specification. The Drop, Vented or Lined Manhole shall be at the contract unit price for that item and include all labor, equipment, and materials necessary to construct the Drop, Vented or Lined Manhole, including all pipe and fittings necessary to make the drop or vent outlet. Item 502.1-B Concrete Manholes (Precast) General: This item governs the installation of precast concrete manholes used in the wastewater collection system. References: NCTCOG Item 502.1 "Manholes" NCTCOG Item 702 "Concrete Structures" Submittals: Dimensioned submittals are required for the precast manhole sections. Material submittals are required for the pipe-to-manhole connector, bitumastic gaskets, wall wrap, grout, frame and cover, grade adjustment riser (if required), drop fittings and pipe (if required), and interior liner. Material: Installation: CITY OF DENTON A. Concrete-Precast concrete sections shall conform to ASTM C478 standards. B. Pipe-to-Manhole Connector -Connector shall be elastomeric PVC or rubber that meets ASTM C923 standards. C. Bitumastic Gasket -Bitumastic gasket shall be 0-ring or preformed plastic or butyl rubber conforming to NCTCOG Item 502.7 "Preformed Flexible Conduit Joint Sealant". D. Grout-Grout shall be non-shrink, high strength grout that meets ASTM C 1107 standards. E. Frame and Cover -Frame and cover shall be grey or ductile iron castings conforming to the requirements ofNCTCOG Table 806.4.1.2.(a) "Iron Castings Standards". Workmanship shall adhere to NCTCOG Item 806.4.2. The frame and cover shall have a minimum clear opening of 30 inches and conform to the current City standard frame and cover detail for dimensions and style. F. Grade Adjustment Riser -Grade adjustment riser shall be precast concrete manufactured in accordance to ASTM C478, HDPE or polypropylene. HDPE and polypropylene risers shall have a minimum traffic loading of AASHTO HS-25. HDPE and polypropylene risers shall only be used for manholes under existing or proposed pavement. Riser shall have a minimum clear opening of 30 inches and be free of defects. G. Drop Manhole Pipe and Fittings-Pipe and fittings for drop manholes shall conform to the same standards as those for the mainline pipe material. Fitting and pipe dimensions shall match the size of the incoming pipe and shall conform to the current City standard drop manhole detail. H. Interior Lining -Acceptable interior lining systems for concrete manholes are SpectraShield by CCI Spectrum, Inc., and SprayWall by Sprayroq, Inc. No other products are allowed. An interior liner is always required on precast concrete manholes. I. Wall Wrap-Wrap shall be 6" wide extruded butyl adhesive tape, with a minimum 30 mil thickness and either an EPDM or HDPE plastic backing. A. Manholes shall be installed at the locations and to the dimensions indicated on the construction plans. Manholes shall be installed according to the plan details or the current City standard manhole detail for the relevant manhole type. B. Rock foundation for manholes shall be Aggregate Grade 4 crushed rock as described in NCTCOG Item 504.2.2.1. Thickness shall be as called for on the plans or in the current City standard detail. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION -AMENDMENTS Page 15 of26 C. Manhole installation shall follow the guidelines of NCTCOG Item 502.1.4 and NCTCOG Item 702.4 except where indicated below. D. One layer ofbitumastic gasket is required between each precast concrete manhole section. E. The fmal elevation of the frame and cover shall conform to the elevation called for on the plans with the following allowable modifications. Manholes installed in existing pavement shall have the top of the frame cover match as closely as possible the pavement elevation. Manhole covers in parkway, lawns, or other improved lands shall be at an elevation of not more than 1 inch nor less than one half 1/2 inch above the surrounding ground unless otherwise specified by the plans. Backfill shall provide a uniform slope from the top of the manhole casting for not less than 3 feet each direction to fmished grade of the ground. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation of not more than 12 inches or less than 6 inches above the surrounding ground unless otherwise specified by the plans. Manholes in proposed paved areas shall have grade stakes with the finish elevation of the street. The fmal elevation of the frame cover shall conform to the final elevation of the street. F. Frame and cover shall be placed with a minimum of one layer of bitumastic gasket between the manhole cone/grade adjustment riser and the frame. No gaps will be allowed in the bitumastic gasket. Where concrete grade adjustment risers are required, bitumastic gaskets shall be placed between each riser layer, the frame bottom and the cone top. Where HDPE or polypropylene grade adjustment risers are utilized, the risers shall be installed and sealed per the manufacturer's specification. Gaskets and/or sealants shall provide a watertight seal between the adjoining elements. G. Interior and exterior grouting is required at each manhole section joint, around the pipe penetration holes, between grade adjustment riser layers, and between the frame and manhole cone. Grouting shall have a smooth fmish and provide a watertight seal capable of permitting the manhole to pass the low pressure air test. H. Wall wrap is required to cover each external manhole section joint. The manhole exterior shall be cleaned and any chips or protrusions removed. A general purpose liquid or spray adhesive shall be applied to the exterior manhole wall 3 inches on either side of the section joint. The butyl wall wrap shall then be pressed or rolled over the section joint. I. Drop manholes and vented manholes shall be constructed as shown on the plans or in accordance with the current City standard detail. J. Backfilling requirements around the manhole shall conform to the standard trench detail relevant to the location of the manhole. K. Interior lining of a manhole shall be conducted only after the manhole has passed the low pressure air test described in NCTCOG Item 502.1.5.2. Lining shall be performed by a contractor certified by the manufacturer to field apply their product in accordance with the manufacturer's specifications. Field Quality Control: A. No water shall be allowed to stand in the channel or on the shelf of a new manhole. B. The manhole shall be visually inspected inside and on the exterior portions above ground. Any form lines or honey combing shall be smoothed and grouted. C. The manhole shall be vacuum tested according to NCTCOG Item 502.1.5.2. Payment: Payment for this item shall be made at the contract unit price for each precast concrete manhole installed. The unit price shall include all labor, equipment, and materials necessary to construct, install and backfill around the manhole as indicated on the plans. The unit price shall also include any pavement, curb, sidewalk or driveway cut and repair required to install the manhole. Drop, Vented or Lined manholes shall be separate pay items also covered under this specification. The Drop, Vented or Lined Manhole shall be at the contract unit price for that item and include all labor, equipment, and materials necessary to construct the Drop, Vented or Lined Manhole, including all pipe and fittings necessary to make the drop or vent outlet. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG -4TH EDITION -AMENDMENTS Page 16 of26 Item 502.1-C Fiberglass Manhole General: This item governs the material of construction and installation of fiberglass manholes used in the wastewater collection system. Fiberglass manholes are to have prefabricated inverts and stubouts and be watertight. References: NCTCOG Item 502.1 "Manholes" Submittals: Dimensioned submittals are required for each fiberglass manhole. Material submittals are required for each fiberglass manhole. Material submittals are required for the concrete base mix design, bitumastic gaskets, grout, frame and cover, grade adjustment riser, and drop fittings and pipe (if required). Material: Installation: CITY OF DENTON A. Concrete-Concrete shall conform to the strength requirements called for on the plans or in the current City standard fiberglass manhole detail. B. Bitumastic Gasket-Bitumastic gasket shall be 0-ring or pref01med plastic or butyl rubber conforming to NCTCOG Item 502.7 "Preformed Felxible Conduit Joint Sealant". C. Fiberglass Manhole-Manhole shell shall conform to ASTM D3753 standards and NCTCOG Item 502.1.1.2 requirements. Each manhole submittal shall be dimensioned and show all stu bouts. D. Grout-Grout shall be non-shrink, high strength grout that meets ASTM Cll07 standards. E. Frame and Cover -Frame and cover shall be grey or ductile iron castings conforming to the requirements ofNCTCOG Table 806.4.1.2.(a) "Iron Castings Standards". Workmanship shall adhere to NCTCOG Item 806.4.2. The frame and cover shall have a minimum clear opening of 30 inches and conform to the current City standard frame and cover detail for dimensions style. F. Grade Adjustment Riser-Grade adjustment riser shall be HDPE or polypropylene. HDPE and polypropylene risers shall have a minimum traffic loading of AASHTO HS-25. No other material is allowed. Riser shall have a minimum clear opening of30 inches and be free of defects. G. Drop Manhole Pipe and Fittings-Pipe and fittings for drop manholes shall conform to the same standards as those for the mainline pipe material. Fitting and pipe dimensions shall match the size of the incoming pipe and shall conform to the current City standard drop manhole detail. A. Fiberglass manholes are only permitted where specifically called for on the plans or in the Special Contract Requirements. B. Fiberglass manholes shall be installed at the locations and to the dimensions indicated on the construction plans. Manholes shall be manufactured according to the plan details or the current City fiberglass manhole detail for the relevant manhole type. C. Rock foundation for manholes shall be Aggregate Grade 4 crushed rock as described in NCTCOG Item 504.2.2.1. Thickness shall be as called for on the plans or in the current City standard detail. D. Fiberglass manhole installation shall follow the guidelines ofNCTCOG Item 502.1.4. E. Field joining of fiberglass manhole sections is only permitted when necessary to repair or adjust the manhole shell or invert. Joining shall be performed using a repair kit provided by the manhole manufacturer specifically for fiberglass repair. F. Concrete placement is only permitted if the temperature is equal to or greater than 40 degrees F and rising. G. Frame and cover shall not be directly placed on the fiberglass cone section, A grade adjustment riser is required between the frame casting and the cone. H. The fmal elevation of the frame and cover shall conform to the elevation called for on the plans with the following allowable modifications: Manholes installed in existing pavement shall have the top of the frame cover match as closely as possible the pavement elevation. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION -AMENDMENTS Page 17 of26 Manhole covers in parkway, lawns, or other improved lands shall be at an elevation of not more than 1 inch not less than one half 1/2 inch above the surrounding ground unless otherwise specified by the plans. Backfill shall provide a uniform slope from the top of the manhole casting for not less than 3 feet each direction to fmished grade of the ground. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation of not more than 12 inched and or less than 6 inches above the surrounding ground unless otherwise specified by the plans. Manholes in proposed paved areas shall have grade stakes with the fmish elevation of the street. The fmal elevation of the frame cover shall conform to the fmal elevation ofthe street. No portion of the fiberglass manhole shell shall be left exposed above ground. I. Frame and cover shall be placed with one layer ofbitumastic gasket between the manhole cone/grade adjustment riser and the frame. No gaps will be allowed in the bitumastic gasket. Where HDPE or polypropylene grade adjustment risers are utilized, the risers shall be installed and sealed per the manufacturer's specification. Gaskets and/or sealants shall provide a watertight seal between the adjoining elements. J. Interior and exterior grouting is required between each grade adjustment riser layer, between the frame and riser, and between the riser and manhole cone. Grouting shall have a smooth finish and provide a watertight seal capable of permitting the manhole to pass the low pressure air test. K. Drop manholes and vented manholes shall be constructed as shown on the plans or in accordance with the current City standard detail. L. Backfilling requirements around the manhole shall conform to the standard trench detail relevant to the location of the manhole. Field Quality Control: A. No water shall be allowed to stand in the channel or on the shelf of a new manhole. B. The manhole shall be vacuum tested according to NCTCOG Item 502.1.5.2. If the fiberglass manhole is indicated as being a watertight manhole on the plans it must be able to pass the vacuum test with no measurable loss in air pressure to be accepted. Payment: Payment for this item shall be made at the contract unit price for each fiberglass manhole installed. The unit price shall include all labor, equipment, and materials necessary to construct, install and backfill around the manhole as indicated on the plans. The unit price shall also include any pavement, curb, sidewalk or driveway cut and repair required to install the manhole. Drop or Vented manholes shall be separate pay items also covered under this specification. The Drop or Vented Manhole shall be at the contract unit price for that item and include all labor, equipment, and materials necessary to construct the Drop or Vented Manhole, including all pipe and fittings necessary to make the drop or vented outlet. Item 502.3 Fire Hydrant Assembly General: This item shall govern the manufacture and installation of fire hydrants and the associated fittings, appurtenances and valves for water supply service. Materials: Fire hydrants shall be Dry-Barrel type manufactured in compliance with A WWA standard C-502 and NCTCOG Item 502.3 .1. Shut-off shall be with the flow. Operating nut shall be industry standard 1 W' pentagon (five-sided) that opens left (counter-clockwise). The main pumper nozzle shall be 4 Yz" in size and the two side nozzles shall be 2 Yz" in size. Fire hydrant color is to be blue caps and silver body. Lead pipe to the main shall be 6- inch A WW A C900 PVC water pipe conforming to Item 501.14 unless otherwise called for on the plans. Gate valve shall be a 6-inch resilient wedge gate valve (refer to City of Denton approved material checklist) conforming to Item 502.6.2 unless otherwise called for on the plans. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 18 of26 Installation: Fire hydrants and their associated lead line assemblies shall be installed at the locations and to the dimensions indicated on the plans or in the Special Contract Requirements. Fire hydrant assemblies shall be installed per the plan details or the current City standard detail. Installation shall follow the guidelines ofNCTCOG Item 502.3.2 except where those guidelines conflict with the plans, details or Special Contract Requirements. Payment: Payment shall be at the contract unit price for each fire hydrant assembly installed, complete in place. Unit price shall include excavation, backfill, the fire hydrant, the lead line, the gate valve, all appurtenances and fittings, and the valve box installation. Item 502.6.2 Resilient Seated Gate Valves General: This item shall govern the materials of construction and installation of resilient seated gate valves and their associated housings and appurtenances for water supply service. Material: Gate valves shall conform to A WW A C509 standards for valve sizes 3 inches through 12 inches. Gate valves shall conform to A WW A C515 standards for valve sizes 14 inches through 24 inches. Fittings, concrete mix design, valve box housing, vault frame and cover, and appurtenances shall be as indicated on the plans or in the Special Contract Requirements. Gate valve components shall conform to the provisions ofNCTCOG Item 502.6.2, where applicable. Each valve shall have the manufacturer's name plate cast into the body or bonnet showing the pressure rating, serial, model number, and the year manufactured. The year manufactured shall be equal to or one year less than the year of installation. The wedge encapsulation rubber shall be EPDM. Valve body and bonnet shall be epoxy coated, inside and out, with fusion bonded epoxy conforming to A WW A C550. Valve ends shall be as called for on the plans. Valve gear operators shall be as indicated on the plans, in the Special Contract Requirements or in the current City standard detail drawing. Valve boxes shall be three-piece screw type, cast or ductile iron conforming to ASTM A48 Class 35B strength requirements. Installation: Gate valves shall be installed at the locations and to the depths indicated on the plans or Special Contract Requirements. Gate valves shall be installed per the detail drawing on the plans or the current City standard detail drawing. Gate valves shall be installed in the vertical position unless otherwise noted on the plans or in the Special Contract Requirements, Gate valves shall be installed in accordance to NCTCOG Item 502.6.6 "Line Valve Installation". Gate valves shall be wrapped in shall be wrapped in an inner encasement 8 mil "V -bio" enhanced polyethylene and an outer encasement 4 mil cross linked polyethylene prior to burial. Payment: Payment shall be at the contract unit price for each gate valve installed, complete in place. Unit price shall include excavation and backfill for vaults, fittings and appurtenances, valve box installation and vault construction (if required per the plans). Item 502.6.3 Air Valves General: This item shall govern the manufacture and installation of air release, air/vacuum, and combination air valves and their associated housings and appurtenances for use in water distribution or wastewater collection systems. Material: Air valves shall meet the material requirements of AWWA C512 and NCTCOG Item 502.6.3.3 except that rubber shall be EPDM instead ofBuna-N. Unless otherwise noted on the plans or in the Special Contract Requirements the air valve inlets and outlets shall conform to the provisions ofNCTCOG Item 502.6.3.4. Air valves shall be rated for a minimum operating pressure of200 psi. Air outlet piping, fittings, concrete mix design, valve box housing, vault frame and cover, and appurtenances shall be as indicated on the plans or in the Special Contract Requirements. Wastewater Air Valves: Air valves for use in wastewater collection systems must be designed specifically for that purpose. Unless otherwise noted on the plans or in the Special Contract Requirements, wastewater air valves must be A.R.I. Model D-025 Combination Air valves for 2 inch size and A.R.I. Model D-023 Combination Air valves for 3 inch or greater size. The model D-025 shall have a nylon body while the model D-023 shall have a stainless steel body. The D-023 models shall also have a non-slam valve. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG -4TH EDITION -AMENDMENTS Page 19 of26 Installation: Air valves shall be installed at the locations and to the dimensions shown on the plans or in the Special Contract Requirements. The plans shall indicate the type of air valve to be installed. Air valves shall be installed per the detail drawing on the plans or the current City standard detail drawing. Air valves shall be installed in accordance to NCTCOG Item 502.6.6 "Line Valve Installation". Payment: Payment shall be at the contract unit price for each air valve installed, complete in place. Unit price shall include excavation, all appurtenances and fittings, valve box installation, and vault construction (if required per the plans). Item 502.8 Polyethylene Wrap for Metal Pipe and Fittings General: This item governs the installation of protective film wrap required for metal pipe, fittings and appurtenances. Material: Polyethylene wrap sheets shall confonn to A WW A Cl05 standards and be a minimum of shall be wrapped in an inner encasement 8 mil "V -bio" enhanced polyethylene and an outer encasement 4 mil cross linked polyethylene. Installation: Installation shall be per NCTCOG Item 502.8 except that every metal pipe or fitting shall be double- wrapped. The inner layer shall be wrapped in an inner encasement 8 mil "V -bio" enhanced polyethylene and an outer layer 4 mil cross linked polyethylene. Payment: There is no separate payment for polyethylene wrap, it is considered a subsidiary cost to the bid item for which it is required. Item 502.10.3-A Water Service Connections (Small Diameter) General: This item shall govern the materials of manufacture and installation of water service connections up to 2 inches in size on new water distribution lines. Water Service connections for service lines in excess of 2 inches are handled under Item 502.10.3-B "Water Service Connections (Large Diameter)". Connections to existing or "live" water distribution lines shall not be covered by this item and are typically performed by City forces Materials: Material items for water service connections shall conform to the plans or current City standard details in dimension and type. Specific item requirements are listed below: Tapping Saddle: Saddle shall be a double strap brass/bronze saddle with a tapered (CC) tap thread conforming to AWWAC800. Corporation Valve: Corporation valve shall be a ball type valve made of brass conforming to A WW A C800 with a tapered (CC) inlet thread and a pack joint outlet connection. Service Line Tubing: Service line tubing shall Type K copper for 1" service lines and SDR-9 HDPE conforming to A WW A C90 1 standards for 2" service lines. Meter Valve: Meter valve shall be a 90-degree angled ball valve made of brass conforming to A WWA C800 with a pack joint inlet connection and a locking wing on the valve operator. Water Meter Cans: Can size shall be based on water meter size, not service line size. Water meter cans shall have a galvanized steel or cast-iron body with a notched meter outlet opening. Lids shall be cast iron with a key lock. Minimum can depth shall be 18 inches. %" and 1" meter cans shall have minimum inside diameter of 24 inches. 1 liz" and 2" meter cans shall have a minimum inside diameter of27.5 inches. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 20 of26 Installation: Tapping saddle, corporation valve, service line tubing, meter valve and water meter can shall be installed per the plans or current City standard detail. Construction of the service connection shall conform to NCTCOG Item 502.10.3 for the appropriate main line pipe material type except that direct tapping of PVC pipe is not allowed, it must be done with a service saddle. Service line installation under existing pavement shall be performed by directional drilling unless otherwise noted on the plans or Special Contract Requirements. The meter can shall be located in public right-of-way between the curb or pavement edge and the sidewalk. In cases where there is no sidewalk the can shall be installed with the outlet side at the right-of-way line. Meter cans shall be installed in unpaved surfaces only. Water meter installation is performed by the City. Payment: Payment for this item shall be at the contract unit price for each service connection installed. Payment shall include excavation, backfill and the installation of all items listed above. Item 502.10.4 Sanitary Sewer Services General: This item describes the materials, construction and installation of sanitary sewer service lines and fittings. References: NCTCOG Item 502.10.4 Submittals: Submittals shall contain enough information to show that the service line pipe and fittings meet the corresponding main line pipe specification standards and that the cleanout housing meets the dimensional standards of the standard detail. Materials: Installation: A. B. C. D. 1. 2. 3. 4. 5. 6. 7. Service line pipe and fittings shall meet the requirements of the corresponding main line pipe to which it is connected. Cleanout box shall be as indicated on the plans or in the current City standard details. All pipe and fittings shall be green in color. Any pipe that is discolored may be rejected. Each joint of pipe shall have the manufacture's name, applicable ASTM standard, the nominal diameter, standard dimension ratio, and the extrusion date printed on the pipe. Submittal shall contain explanation of how to read manufacturer's date codes. Wastewater service lines shall be installed at the locations and to the sizes indicated on the plans. In the event that the plans do not indicate this information, the service lines shall be installed following the current service line standards indicated in the Denton Wastewater Criteria Manual and the current City service line location detail. Service line and fittings shall be installed according to the details on the plans or the current City standard service line detail. Service lines shall be installed per NCTCOG Item 502.10.4 where applicable, and in accordance with the specifications governing mainline pipe installation. Trench width shall be a minimum of the outside diameter of the pipe plus 8 inches. The maximum trench width for any service line size shall be 18 inches. Embedment and backfill shall be as required on the standard service line detail drawing. Service lines installed under existing pavement shall require temporary pavement repair in accordance to the trench detail for existing pavement unless otherwise noted on the plans or in the Special Contract Requirements. The service line shall be pressure tested in accordance with NCTCOG Item 507.5 .1.3 up to and including the new cleanout riser. Payment: Payment for this item shall be at the contract unit price for each service line installed including embedment and backfill. All labor, equipment, and materials needed to properly install the sewer service shall be included in the contract price. Item 502.12.4 Core into Existing Manhole General: This item describes the procedure for coring into an existing manhole in order to install a new pipe connection. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION -AMENDMENTS Page 21 of26 Submittals: Submittals shall demonstrate that the pipe-to-manhole connector and grout meet the required standards of this item. Material: A. B. Execution: A. B. C. D. E. F. G. H. Pipe-to-Manhole Connector-Connector shall be elastomeric PVC or rubber that meets ASTM C923 standards. Grout-Grout shall be non-shrink, high strength grout that meets ASTM C 1107 standards. The new pipe connection shall be made using a coring method that utilizes a mechanical saw or drill. The use of pipe hammers or jackhammers is not allowed. The manhole wall shall be cored or cut to the elevation indicated on the plans. The cut or cored area shall be of sufficient size to allow the insertion of the new pipe and the pipe-to-manhole connector. If required, the bench area shall also be cut or cored to the width of the new conduit to ensure a continuous grade from the new conduit invert into the manhole invert. Care should be taken to minimize the hole size so that the amount of grouting is kept to a minimum. The Contractor shall keep debris from entering the wastewater flow stream in the existing manhole. This shall be done by either using a flow-through plug on the existing manhole pipe connections or by bypass pumping around the manhole. A pipe-to-manhole connector shall be attached to the sanitary sewer pipe where the sanitary sewer pipe and the manhole meet. The new sanitary sewer shall not protrude more than one inch into the manhole. The core hole and bench cut (if required) shall be thoroughly cleaned before the application of grout around the new pipe connection. Grout shall be applied to the full thickness of the manhole wall all around the new pipe connection to produce a watertight seal. The pipe-to-manhole connector shall be completely encapsulated within the grouted area. If a bench cut was required, the cut area shall be smoothed with grout. The excavated area shall be backfilled in accordance with the standard trench detail appropriate to the surface condition. Payment: Payment for this item shall be at the contract unit price for each cored pipe connection created in an existing manhole, including excavation, backfill, patching grout, connection materials furnished and cleanup of grout around and in the manhole. Item 503.2 TunneVCasing Pipe Spacers General: This item shall govern the manufacture and installation of pipe spacers for pipe installation in or casings. Material: Casing spacers shall be either high density polyethylene (HDPE) spacers conforming to ISO 9001:2000 strength and quality standards, or two-piece carbon or stainless-steel shell spacers. Spacers shall be completely circumferential in shape and coverage of the carrier pipe. Steel shell for steel spacers shall be a minimum 14-gauge thickness. Steel casing spacer runners shall be made of a dielectrically inert material. Carbon steel spacers shall have a corrosion resistant coating. Installation: Spacer placement shall be in accordance with the plans or the current City standard detail for casing pipe installation. Spacers shall be fastened onto the carrier pipe following the manufacturer's recommendation and/or guidelines. Payment: There is no separate payment for tunnel or casing pipe spacers or their installation. This is considered a subsidiary cost of the carrier pipe installation. Item 503.3 Boring and Tunneling General: This item shall govern the materials of construction and installation of underground conduit by boring or tunneling. Installation of underground conduit by jacking is not allowed unless specifically called for in the plans or Special Contract Requirements. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 22 of26 Casing Pipe Material: The casing pipe material, its dimensions and coating/lining shall conform to the specifications indicated on the plans or in the Special Contract Requirements. Tunnel Liner Plate: Steel liner plate shall be allowed for tunnel diameters equal to or greater than 48 inches. Liner shall be 2-Flange type meeting AASHTO M218 or ASTM Al011. Thickness of the linear plate shall be determined by the linear plate manufacturer for the specific application and copies of the calculations provided to the City for review. Regardless of calculation the minimum plate thickness shall be 12 gauge. Coating/lining shall conform to the specifications indicated on the plans or in the Special Contract Requirements. Casing Pipe or Tunnel End Seal: Casing pipe or tunnels shall be sealed with non-shrink, high strength grout that meets ASTM C1107 standards. Alternatively, rubber end seals with stainless steel tightening bands are also permitted. Installation by Boring: Boring shall conform to all relevant portions of NCTCOG Item 503.3.3 "Construction Methods for Jacking, Boring or Tunneling". Vertical and horizontal alignment tolerance levels shall be as follows unless otherwise indicated on the plans or in the Special Contract Requirements: Horizontal: 1% of bore length for both water and sewer. Vertical: +/-0.5% of indicated grade for water; +/-0.2% of indicated grade for sewer with minimum allowable grade being 0.1% in the direction of flow. A 2-inch pilot hole bore shall be required prior to the casing pipe bore to establish alignment and grade. If the pilot bore exceeds the horizontal or vertical tolerance levels then the pilot hole shall be filled with grout and a new pilot hole bored. The casing pipe shall be advanced behind the auger bore utilizing the pilot hole as a guide. Disposal of excavated material is the responsibility of the contractor per Item 107.25. Installation by Tunneling: Tunneling shall conform to all relevant portions of NCTCOG Item 503.3.3 "Construction Methods for Jacking, Boring or Tunneling". Vertical and horizontal alignment tolerance levels shall be as follows unless otherwise indicated on the plans or in the Special Contract Requirements: Horizontal: 1% of bore length for both water and sewer. Vertical: +/-0.5% of indicated grade for water; +/-0.2% of indicated grade for sewer with minimum allowable grade being 0.1% in the direction of flow. A pilot hole is not required in advance of tunneling. Tunneling shall utilize a guided tunnel boring machine (TBM) or shielded hand tunneling with a grade and alignment steering control mechanism. The casing pipe shall be advanced behind the tunneling operations as close as possible to minimize the area of unprotected excavation. Disposal of excavated material is the responsibility of the contractor per Item 107.25. Welding: Casing pipe joints shall be welded in accordance to A WW A C-206 standards and shall utilize full circumferential butt welds. After welding, the pipe liner and coating shall be repaired by using a field applied coating of an approved lining material. Field weld joints shall be visually inspected by a certified independent weld inspector for quality of welds in accordance with A WW A C-206. Payment: Payment shall be made at the contract unit price per linear foot of casing pipe installed by boring or tunneling. The installation of the carrier pipe shall not be included in this bid item. Casing spacer placement and end seals shall not be included in this bid item; those items shall be subsidiary to the carrier pipe installation cost. Payment shall include all excavation, backfill, and welding required to install the encasement pipe or tunnel. Item 507.4.5 Sewer Pipe Coupling CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 23 of26 General: This item describes the materials and installation of pipe couplings to join plain end sewer pipes of the same or different pipe material together. The use of couplings is not allowed for a connection greater than 48 inches in diameter. Submittals: Products: A. Only those manufacturers whose sewer pipe couplings have been approved by the City of Denton will be allowed for use in the City's wastewater collection system. B. Submittals shall contain enough information to show that the sewer pipe coupling is the same as what has been approved by the City of Denton and meets or exceeds all standards listed within this specification. Acceptable Manufacturers and Products Installation: A. Onset Pipe Products, Inc., Shear Guard® Coupling, sizes 4" through 12", for both similar and dissimilar pipe materials and O.D.s. B. Straub Pipe Couplings, Inc., Flex model with EPDM gaskets, sizes 15" through 48", for similar pipe materials only. C. Multi Fittings Corporation, Plastic Trends Inc., or the Pipe Manufacturer, Manufactured Gasketed Coupling with rigid housing, sizes 15" through 48", for dissimilar pipe materials or pipe O.D.s. A. Pipe ends to be joined shall be thoroughly cleaned to remove all dirt or foreign material. B. The pipe coupling shall be installed per the manufacturer's guidelines. The coupling shall not be tightened to the extent that it causes deformation of either pipe end. C. Pipe couplings shall be encased in Class B concrete, according to the standard detail drawing. D. The Inspector shall inspect the installed coupling for tightness of fit prior to covering with concrete. Payment: Payment for this item shall be included in the unit price for pipe installation. Item 507.5.2 Television Inspection General: This item describes televised inspection of all new sanitary sewer lines and sanitary sewer services prior to final acceptance and at the end of the warranty period. Execution: A. B. c. D. E. F. G. H. Submittal: A. B. c. The Contractor or a third party hired by the Contractor shall perform the televised inspection of the new sanitary sewer line. The person performing the inspection must be PACP (Pipeline Assessment & Certification Program) certified. The City of Denton Inspector shall be present during the television inspection, unless otherwise authorized in writing. The televised inspection shall commence only after the line has passed both air and mandrel test and the line has been thoroughly cleaned and vacuumed. Televised Inspection shall follow the procedures outlined in NCTCOG Item 507.5.2. The camera shall be centered in the middle of the pipe throughout the inspection. Inspection that is excessively off-centered may be cause for rejection. The camera shall proceed at a rate no faster than 30 feet per minute. Inspections that proceed at a greater rate may be rejected. The camera shall be stopped at each lateral connection and the camera head shall be rotated to inspect each lateral connection fully. Video and log sheet information must comply with NCTCOG Item 507.5.2.1. Log sheet report must utilize P ACP reporting standards. Video submittal shall be a digital mpeg file unless otherwise directed by the City's representative. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Criteria for Repair: NCTCOG-4TH EDITION-AMENDMENTS Page 24 of26 The Contractor shall make repairs or clean the line if the City notes problems, including but not limited to the following: A. Pulled or slipped joints. B. Rolled gaskets. C. Water infiltration. D. Cracked or damaged pipe. E. In pipes with gradients less than 0.7 percent, a maximum one-half inch of standing water will be allowed in 6" through 24" diameter pipes. In pipes with gradients 0.7 percent or greater, no standing water is allowed. The depths of standing water allowable for mains that are greater than 24" in diameter will be evaluated by the City. F. Structural damage to the pipe. G. Services coming into the main at an angle other than according to the details. H. Services not installed on lots indicated by plans. I. Pipe has debris, soil or residue. Another televised inspection run at no additional cost is required after any repairs. Warranty Inspection: A second television inspection by the Contractor shall be started no sooner than 630 calendar days and finished no later than 690 calendar days after the date of acceptance for this project by the City of Denton. Should the Contractor fail to turn in a second original television inspection video with proper documentation to the City by the 690th calendar day, written notice to perform a second television inspection shall be given by the City to the Contractor and the Surety. If the Contractor or Surety fail to perform a second televised inspection within 10 calendar days of notification, then the City shall have the right with or without further notice, to perform a second television inspection or cause the same to be done, either by contract or otherwise at its option, and to pay for the cost of the second television inspection. If such cost of repairs, so made, shall not be paid by the Contractor or Surety upon receipt of notice of the amount thereof, the said City shall have the right of action on the Performance Bond; or in case the second television inspection shall not actually be made by the City after such failure on the part of the Contractor or Surety, the City shall have the right to ascertain and determine the cost of such repairs and to maintain an action against the said Contractor or Surety, or both under said bond, to recover the amount so determined in any court of competent jurisdiction, and the amount so determined shall be conclusive upon the Contractor and Surety in any action upon said bond. Payment: Payment for both the final acceptance and final warranty televised inspection of sanitary sewer and services shall be included in the price of new sanitary sewer pipe and services installed. Item 801 Barricade, Detours, and Warning Signs General: This item provides for the cost of necessary barricading, warning signs and detours for the Contractor to perform public improvement work. A traffic control plan prepared by a civil engineer licensed in the State of Texas, conforming to the M.U.T.C.D., is to be submitted to the City prior to the start of construction. Barricading will conform to the M.U.T.C.D. At no time shall any property's access be completely blocked. The contractor will be required to notify by written notice all affected property owners or tenants at least 48 hours in advance of construction adjacent to each property. While driveways are closed due to utility construction, signage must be placed indicating the alternate driveway location. Signs marking temporary or alternate driveway locations should state the name of the business in block letters at least 4 inches high and include an arrow indicating the entrance. Driveway indicator signs may be mounted on T -posts. Traffic must be allowed to continue with as little interruption as possible. Street closings must be scheduled at least one week in advance so they may be advertised in the Denton Record-Chronicle. The Inspector must be supplied with a phone number that may be used if barricading becomes unsafe during non-working hours. Refer to the requirements listed under the General Provisions. NCTCOG Reference: Items 107.19 and 801 Payment: Payment for this item shall be at the contract lump sum for all work, equipment and signage necessary to completely barricade the project. Item SSOl Cut and Plug Existing Sewer Lines General: This item describes the cutting and plugging of abandoned sections of sanitary sewer. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 Materials: Execution: NCTCOG-4TH EDITION-AMENDMENTS Page 25 of26 A. Concrete shall be Class "B" as defined by NCTCOG Item 702.2.4.2. B. Grout shall conform to ASTM Cll07 standards. C. Manufactured cap or plug shall be PVC or HDPE conforming to the material the pipe to be abandoned. standards of A. Wherever indicated on the plans, the existing line to be abandoned shall be exposed and a two foot section of pipe shall be removed. If the cut and plug location is adjacent to a manhole that is to remain in service the pipe cut shall be no closer than two feet from the manhole wall. B. The removed section of abandoned pipe shall be filled with concrete until both ends of the abandoned pipe are effectively sealed. C. Concrete shall be prevented from entering the manhole invert through the use of a pipe plug or some other suitable blocking agent. D. If the pipe to be abandoned is greater than 24 inches in diameter a manufactured cap or plug may be utilized to seal the abandoned pipe ends in lieu of concrete. The manufactured cap or plug must be grouted onto the abandoned pipe end to ensure a watertight seal. E. The excavation hole shall be backfilled per the standard trench detail appropriate for the surface condition. Payment: Payment for this item shall be at the contract unit price for each location where an abandoned sanitary sewer is cut and plugged. The unit price shall include excavation, backfill, cutting and plugging of pipe and all material required. Item SS02 Abandon Existing Manhole General: This item describes the procedures for the abandonment of existing manholes. Materials: A. B. Execution: A. Concrete-Concrete shall conform to all sections ofNCTCOG Item 702.2.4.2 for Class B concrete. Sand-Sand shall conform to Item 504.2.2.6 of the NCTCOG standards. Removal items or sections shall be indicated on the standard manhole abandonment detail. Removed items and sections shall be the property of the Contractor and must be disposed of in accordance to NCTCOG Item 107.25. B. Manhole outlets shall be plugged and the manhole filled according to the standard manhole abandonment detail. C. The area above the abandoned manhole shall be compacted with backfill according to the standard manhole abandonment detail. Payment: Payment shall be at the contract unit price for each existing manhole abandonment completed. The unit price shall include all the necessary labor, equipment, and materials needed to properly abandon the manhole. Excavation and backfill are included in the unit price. Item SS03 Remove Existing Manhole General: This item describes the procedures for the removal of existing manholes. Execution: A. Excavation shall be made around the manhole to be removed to a depth equivalent to the concrete base of the manhole. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 NCTCOG-4TH EDITION-AMENDMENTS Page 26 of26 B. Connecting sewer lines shall be cut or broken where they enter the existing manhole. C. All parts of the manhole shall be removed and disposed ofby the Contractor in accordance to NCTCOG Item 107.25. D. Each connecting sewer line shall be plugged with Class B concrete or capped with a manufactured watertight cap where the line is greater than 24 inches in diameter. Plugging shall follow the requirements ofitem SSO 1. E. The excavation hole shall be backfilled according to the standard trench detail for the appropriate surface cover condition. Payment: Payment shall be at the contract unit price for each existing manhole removal completed. The unit price shall include all the necessary labor, equipment, and materials needed to properly remove the manhole and plug all connecting sewer lines. Excavation and backfill are included in the unit price. CITY OF DENTON STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 20, 2018 RFP # 5552 EXHIBIT2 Technical Specifications for Supply of Concrete Streetlight Poles A. PURPOSE The City of Denton is providing information that will allow prospective suppliers to prepare proposals to supply Concrete Streetlight Poles. The products will be received and distributed from the Denton Municipal Electric Pole Yard, located at 1701C Spencer Rd, Denton, TX 76205. Orders will be placed as needed over the contract term. B. PROPOSALS Proposals shall be provided using the Exhibit 1 Pricing Sheet, with supporting documentation as required. Additional information clarifying the supplier's product may be attached to the proposal. Pricing shall include all costs to deliver goods as specified in this specification. Any special fees or commissions, and all freight for delivery to the City of Denton Warehouse and unloading costs must be included in the quoted price. Item pricing shall be mutually exclusive, thus the City of Denton reserves the right to choose the best valued item from different vendors. C. QUALITY CONTROL The manufacturer shall be responsible for the quality control of the manufacturing processes to assure that all requirements of these specifications are met. However, the purchaser reserves the right to observe, to inspect and to require additional quality control investigations, either by its personnel or an independently employed quality control investigator, at any or all stages of fabrication at the manufacturer's facilities. Failure to adequately maintain fabrication and quality of fabrication until completion shall be grounds for cancellation of the order or any part thereof. Field failure or field repairs required due to quality control failures or manufacturing procedures shall be the responsibility of the manufacturer. D. WRITTEN WARRANTY and GUARANTEES Written guarantees shall include any limitations as to the nature of failure or time limitations. The guarantee shall begin upon receipt of the accepted units, not on the date of manufacture. Guarantees shall indicate whether or not it is made on a full replacement basis or a prorated basis and if prorated then what are the terms. Manufacturer/supplier guarantees that the goods furnished under this specification are of high quality and agrees to replace any goods found to be defective during inspection, installation, or service for a minimum period of 12 months after unit is delivered to Denton. All replacements by the manufacturer/supplier shall be free of charge F.O.B. at the same delivery point called for in the original order. Replacements must be handled in a professional and timely manner and in no case shall a replacement unit take longer than 60 days to arrive in Denton after first being submitted for replacement. Offeror guarantees that all products quoted and furnished under this agreement will be accepted at any normally used United States approved repair and warranty shop should one be available for the manufacturer's product quoted. The City of Denton will not accept a manufacturer's product that was rejected or substandard and then sold to a broker for either resale or scrap that would not be fully warranted by the original manufacturer. RFP 5552 The offeror must be an approved distributor by the manufacturer of these products, and is authorized to sell the products to the City of Denton. The offeror also guarantees that the City will be represented by the Manufacturer, should an issue arise, and that all manufacturer's warranties will be in effect for the life of the contract. E. SPECIAL DELIVERY REQUIREMENTS Delivery of good shall be made within two (2) weeks of receipt of order. F. ACCEPTABLEMANUFACTURERS DME will only accept proposals from specific manufacturers Jisted in the approved manufacturers list below. 1. Lonestar Prestress Mtg., Inc. 2. CPI Concrete Products For aesthetic and operational reasons, all of the concrete poles of both street pole types shall be the same design as previously utilized on Denton Municipal Electric's electric distribution system. The City has implemented a pre-approval process for substitution commodities and services. The commodity approval form can be obtained via email (rebecca.hunter@cityofdenton.com). Supporting documentation or samples must be submitted for review by Purchasing, Engineering, field crews, QAG (Quality Assurance Group), and the manager of DME. Testing may be required and may take substantial time to review. Vendors are encouraged to submit forms and samples for consideration on the next solicitation for similar items. There are two types of poles included in this RFP: 1. 35-foot long, square faced pre-stressed white concrete street light poles with each one having a single eight foot long tapered aluminum single arm bracket with attachment hardware. The resulting contract from this solicitation will supply all the 35-foot long white concrete pole street light poles and single eight-foot aluminum arm brackets required by Denton Municipal Electric throughout the year on an as needed basis. The 35-foot long white concrete street light poles shall be designed for mounting a cutoff cobra- head luminarie approximately 29-feet above grade with an 8-foot long tapered aluminum arm bracket. The concrete street pole shall be suitable for a direct soil embedment of 6-feet. The concrete poles are intended for residential streetlight and city park application use and replacement. 2. 20-foot long, pre-stressed exposed aggregate concrete streetlight poles in the Waterford Series style. The poles shall be suitable for direct embedment into the ground without a special foundation. An exposed river rock aggregate with brown dye (San Jacinto Brown) added to the concrete shall be the finish for these poles. The resulting contract from this solicitation will supply all the 20-foot long exposed aggregrate concrete street light poles required by Denton Municipal Electric throughout the year on an as needed basis. The dimensions of the required streetlight poles are presented in the attached drawings. Individual purchase orders will define the number of new commercially 35-foot long white concrete street light poles with tapered aluminum single arm brackets and the 20-foot pre-stressed, Exposed RFP 5552 Aggregate Concrete Streetlight Poles-Waterford Series that are to be fumished periodically throughout the agreement term as the need arises. A purchase agreement will last for a period of three years from the date of award by the City Council of the City of Denton. The manufacturer shall provide warranties or guarantees of the proposed equipment and material. The bidder shall fumish the City of Denton with such warranties or guarantees upon request by the City of Denton. TECHNICAL SPECIFICATIONS FOR 35-FOOT CONCRETE POLES AND ALUMINUM ARM: The 35 foot long white concrete street poles shall meet or exceed the latest applicable American Concrete Institute "Building Code Requirements for Structural Concrete" (ACI 318-Latest Edition), unless otherwise specified. Poles shall be designed in accordance with the Prestressed Concrete Institute "Guide for Design of Prestressed Concrete Poles", and Prestressed Concrete Institute MNL- 116, "Manual for Quality Control for Plants and Production of Precast Prestressed Concrete Products". The following ASTM Standards shall apply: ASTM C105 Portland Cement; ASTM C494 Admixtures; ASTM C33 or C330 Aggregates; ASTM A615 Reinforced Bars; ASTM A82 Cold Drawn Spiral Wire; ASTM A416 Prestressing Strand, 270K; ASA Aluminum Association #6063-T6; along with all other appropriate National Electric Manufacturers Association Standards or industry standards. The manufacturer is responsible for poof of compliance with the latest version of the ASTM standards. The prestressed concrete poles shall have the following construction features: EMBEDMENT: All poles shall be prestressed concrete and suitable for direct embedment into the ground without special foundations. Poles will typically be buried at a six-foot depth for the 35 foot long pole but that could vary slightly due to soil conditions that are encountered. SHAPE AND LENGTH: Poles shall be squared in cross-section, with chamfered comers, and shall have a taper of 0.162 inch per foot. Cross-sectional dimensions shall not deviate by more than 3/8 inches. The pole length shall have a nominal overall shaft of35 feet. The allowable tolerance for overall length shall be + 3 inches and -2 inches. FINISH: The surface of the pole shall be smooth, uniform and consistent for the entire length of the pole. No cracks will be allowed. Squared comers and sharp edges shall be tooled to form smooth, chamfered comers and edges. The top surface of the pole shall be troweled until all projections, depressions, and irregularities have been removed and the entire surface has a smooth texture and neat lines. The pole color shall be Portland White. All small cavities shall be cleaned, saturated with water and then filled with mortar. A small cavity is defined as one larger than Vi inch but smaller than % inch in diameter, and opening the side of the damaged area on a 1 to 1 slope using a mechanical grinder, cleaned thoroughly and filled with a high-strength non-shrink concrete repair material. Poles with other defects may be repaired only upon authorization or they will be rejected and must be promptly replaced at the manufacturer's full expense including freight for both the new and rejected pole. SEALING STEEL STRANDS: The end of each reinforcing strand (in the tip and base) shall be bumed back to a minimum depth of \ti inch. The holes left by the removal of the strand shall be thoroughly cleaned of any loose residue. The holes shall then be completely filled with no-shrink grout and smoothed evenly with tip or butt surface. RFP 5552 COVER: The prestressing strands shall have a minimum concrete cover of 1 inch. The centerline axis along the faces of the poles shall be clear of embedded steel except for stirrups, spiral reinforcement and fabrication devices, so that % inch diameter holes may be drilled without interference from the strands. SWEEP: A straight line joining the edge of the pole at the butt and the edge of the pole at the top shall not vary in distance from the surface of the pole at any point by more than 3/8 inch for each 10 feet of the pole length from the taper design. HOLE DRILLING: Poles shall be drilled in accordance with the approved drawings. The location of holes shall not deviate by more than 3/8 inch. Holes drilled after removal from molds shall be drilled from both sides of the pole and shall be uniform at the entrance and exit locations. Holes drilled from opposite sides must be in the same plane and be centered on both faces. ALUMINUM BRACKET: Each pole shall come with a side mounted 8-foot long tapered aluminum single arm bracket that can be bolted to the pole using 5/8" x 6" galvanized machine bolts with flat washers, lock washers and nuts (all hardware shall be provided by the manufacturer). The luminaire support shall be a two inch, ASA schedule #40 per Aluminum Association #6063-T3, IPS aluminum pipe similar to the pictures attached in the Appendix. The arm shall provide a nominal overallluminaire mounting distance from the pole base of not less than 36 feet, which will provide a nominal30-foot height above grade. HANDHOLD: Each pole shall come with a 3 inch by 8 inch by 6-inch deep, recessed handhold box with aluminum cover. Two, 1-112 inch diameter raceways shall enter the box from below originating on opposites of the pole and one % inch raceway will leave the box from the top. The top raceway will connect the box to the aluminum arm at the pole top. The two bottom raceways will enter the pole 4.5 feet from the pole butt and on opposite sides of the pole from each other. The hand hole shall be centered 8 feet from the pole butt as shown in the Appendix. Handhold shall be large enough to adequately house all wiring, possible fusing and grounding connections. NAME PLATE: The vendor shall provide a non-corroding identification plate on each pole. The plate shall be located 12 feet from the butt and on the same side of the pole as the light bracket. The identification plate shall have the manufacturer's name, the pole catalog number, and a five-digit pole identification number. Denton Municipal Electric (DME) will provide the vendor with the pole identification numbers after the bid has been awarded. STRENGHT REQUIREMENTS: The concrete used in the pole shall have a compressive strength at time of shipment of not less than 4,000psi, and a 28-day compressive strength of not less than 7 ,OOOpsi. The concrete chloride content, including all ingredients, shall be 0.4 pounds per cubic yard or less. All poles shall be capable of withstanding a single point pickup while laying in a horizontal position when being lifted at a point 30% of the overall length down from the tip of the pole. GROUNDING: A standard ground wire in the hand hole shall be securely bonded to a continuous steel bar running the length of the pole. The ground wire in the hand hole shall be a #6 stranded copper ground wire. The length of the #6 stranded ground wire shall be of sufficient length so that it will be able to be extended out of the hand hole by at least 6 inches so connections can be made. Material shall comply with the most recent revision of the following ASTM Standards: RFP 5552 CEMENT: Pmiland cement shall conform to the current specifications for "Portland Cement" (ASTM Designation C 150). Cement shall be stored in a dry, well-ventilated location protected from weather. Color shall be Portland White. AGGREGATES: Crushed rock aggregates shall meet current requirements of "Specification for Concrete Aggregates" (ASTM Designation C33). WATER: Water used in mixing concrete shall be clean and free from a deleterious amount of silt, oil, acids, alkalies or organic materials. STEEL: High-tensile prestressing wire shall conform to the current specifications for "Uncoated Seven-Wire Stress-Relieved Strand for Prestressed Concrete "(ASTM Designation A416), Grade 250 or ASTM A421. The strands shall be protected from physical damage or deterioration. BAR: Bars for reinforcement shall conform to "Deformed Billet Steel Bars for Concrete Reinforcement" (ASTM Designation A615). WIRE: Wires for reinforcement shall conform to "Cold-Drawn Steel Wire for Concrete Reinforcement" (ASTM Designation A615). PLATE STEEL: Plate steel shall conform to "Structural Steel" (ATSM Designation A36). CURE: The primary cure time shall be of such length that sufficient compression strength of concrete is attained to prevent slippage of the prestressing cables. The cure method shall prevent loss of moisture in the standard. Upon removal of the standard from the mold, it shall be protected from the sun and wind for a period 48 hours for proper curing. The standards shall receive an additional air cure time of 15 days before shipment and installation. PRESTRESSING: After concrete has attained the required compression strength, the high-tensile prestresssing strand shall be released so that its tension is a maximum of 70% of its ultimate strength at time of stress transfer. SURFACE TREATMENT: The surface may be exposed from the mold after sufficient concrete curing and the resulting surface shall be uniform in lines and surface texture. Seam marks from concrete mold shall be removed and pole inspected for any voids or imperfections. BONDING: Reinforcing steel, strand, wire, and studs bolts, anchor lugs or plates shall all be electrically bonded. Arms shall be bonded through the use of this electrical bond and be accessible to the handhold ground wire. TESTING: Test shall be made and records shall be maintained in accordance with the requirements of Prestressed Concrete Institute MNL-116, "Manual for Quality Control for Plants and Production of Precast Concrete Products". HARDWARE: All hand hole fasteners must be stainless steel Yt"-20 x %"Allen (Hex) pan head bolt- 3/4" long, hot dip galvanized as per ASTM Al53 or zinc alloy as per AC41A. All structural steel shall be hot dip galvanized in accordance with ASTM A123 and shall conform to ASTM A36. RFP 5552 TECHNICAL SPECIFICATIONS FOR 20-FOOT PRE-STRESSED EXPOSED AGGREGATE CONCRETE STREETLIGHT POLES: The 20-foot Pre-stressed Concrete Streetlight Poles-Waterford Series shall meet or exceed the latest applicable ASTM standards. The 20-foot Pre-stressed Concrete Streetlight Poles -Waterford Series shall conform to the latest revisions of ASTM C105, ASTM C494; ASTM C33 or C330, ASTM A615; ASTM A82; ASTM A416 standards. American Concrete Institute Standard "Building Code Requirements for Reinforce for Reinforce Concrete" (ACI 318 -Latest Edition). The Prestressed Concrete Institute "Guide for Design of Prestressed Concrete Poles". The manufacturer is responsible for poof of compliance with the latest version of the ASTM standards. DESIGN: A registered engineer experienced in concrete pole design shall perform all pole design and structural calculations. The poles shall be designed with an overall length and strengths as specified in the bid proposal. All poles shall be pre-stressed concrete and suitable for direct embedment into the ground without special foundations. MATERIAL: a). Concrete used in poles shall have a compressive strength at transfer of not less than 4,000 PSI, and a 28-day compressive strength of not less than 7,000 PSI, unless otherwise specified. b). Low Alkali Cement; Cement for concrete shall be Low Alkali Type I/II. c). Chloride Content ofthe concrete mix, including all ingredients, shall be 0.4 pounds per cubic yard, or less. d). Corrosion Resistance: All inserts or attachments, if required, shall be of non-corrosive material or galvanized. STRENGTH REQUIRMENTS: Pole shall be design for wind pressures determined in accordance with ASCE 7-02 for a 3-second gust wind speed of 140 mph. The rated strength is that load which, if applied, in a direction perpendicular to the pole axis two feet below the pole tip and with the bottom of the pole (ten percent of its length plus two feet from the butt) held firm, will produce the first sign of a hairline crack. The ultimate strength is the load at which point failure occurs. All poles shall be capable of withstanding single point pickup from the horizontal position when lifting from a point 30% of the overall length down from the tip. FINISH: The finish will be exposed river rock aggregate with brown dye added to the concrete (not painted or sprayed on), similar to the Lonestar Prestress Mfg., Inc.'s San Jacinto Brown finish. After poles are removed from the molds, all surfaces are to be water blasted to expose the aggregate. All small cavities shall be cleaned, saturated with water and then filled with mortar. A small cavity is defined as one larger than 1/4 inch but smaller than 3/4 inch in diameter, and less than 3/8 inch deep. Larger non-structural cavities and spalls shall be repaired by opening the side of the damage area on a 1 to 1 slope using a mechanical grinder, cleaning thoroughly and filling with a high-strength non-shrink concrete repair material. SHAPE AND LENGTH: Poles shall be squared in cross-section, with chamfered comers, and shall have a standard taper of 0.162 inches per foot. Cross-sectional dimensions shall not deviate by more than 3/8 inch. The allowable tolerance for overall length shall be + 3 inches and -2 inches. The width of the bottom face of the pole (as it is cast) may be less than the top face. RFP 5552 SEALING STEEL STRANDS: The end of each steel-reinforcing strand (in the top and butt) shall be burned back to a minimum depth of ~ inch. The holes left by the removal of the strand shall be thoroughly cleaned of any residue. The holes shall then be completely filled with non-shrink grout and smoothed evenly with tip or butt surface. COVER: The pre-stressing strands shall have a minimum concrete cover of 1 inch. CENTERLINE AXIS: The centerline axis along the faces of the pole shall be clear of embedded steel except for stirrups, spiral reinforcement and fabrication devices, so that% inch diameter holes may be drilled without interference from the strands. SWEEP: Sweep is the deviation of a pole from straightness. A straight line joining the edge of the pole at the butt and the edge of the pole at the top shall not be distant from the surface of the pole at any point by more than 3/8 inch for each ten feet of length. HOLE TOLERANCES: Poles shall be drilled in accordance with approved drawings. The location of the holes shall not deviate by more than 3/8 inch. The distance between equipment mounting holes shall not deviate by more than Y4 inch. Holes drilled after removal from molds shall be drilled from both sides of the poles and shall be uniform in entrance and exit. Holes drilled from opposing sides of the pole must be in the same plane and be centered on both faces. Field drilling shall be permitted on the centerline of either axis. PVC INTERNAL RACEWAY: A PVC conduit for installation of a secondary voltage wire will be cast with the 20ft Pre-stressed Exposed Aggregate Concrete Streetlight Poles-Waterford Series. The conductor entrance will be 24" from the butt of the pole. The PVC conduit shall be a minimum of 1 "inch from the entrance to the hand hole box. From the hand hole box to the tenon pipe, the PVC conduit shall a minimum of W'. The PVC conduit shall be off-centered to allow centerline drilling if necessary. The entrance outlets are to be at 45-degree angles. The conductor entrance and hand hole box are to be on the same side of the pole. HAND HOLE BOX: Each pole shall come with a 3 inch by 8 inch by 6 inch deep, recessed handhold box with a 4 inch by 12 inch aluminum cover. One, l-inch diameter raceway shall enter the box from below the pole and one 1/2 inch raceway will leave the box from the top. The top raceway will connect the box to the tenon pipe at the pole top. The bottom raceways will enter the pole 2 feet from the pole butt. The handhole shall be centered 6 feet from the pole butt as shown in the Appendix. Handhole shall be large enough to adequately house all wiring, possible fusing and grounding connections. The hand hole box and the conductor entrance are to be on the same side of the pole. CORNERS: All comers shall be%" chamfered. BIRTHMARK: All poles shall be permanent marked legibly and permanently on the pole face with a metal tag affixed thereto. The metal tag for the face of the pole shall be round, noncorrosive, and tight- fitting and recessed 1/4 inch. Mounting height shall be above the ground line will be specified on the approved drawing. The metal tag shall have the following information: 1. The supplier's code or trademark. 2. Class numeral and numerals showing the length of the pole. 3. Date 4. Weight RFP 5552 RECESSED: On the face of the pole there shall be a recessed area 5 W' inches by 1 %"inches for a DME specified pole tag to be mounted. TENON PIPE: The hot dipped galvanized tenon pipe shall be, 3"x2-3/4" after weld attachment and 2- 3/8"0.D. x 2-1/2" located on the tip ofthe pole. Per attached drawing. INSERTS: The inserts shall be 3/8" bolt 1 Yz" insert per attached drawing. The inserts shall mount stop sign and street name signs. Per attached drawing. APPROVED MANUFACTURERS: Lonestar Prestress Mtg., Inc. CPI Concrete Products For aesthetic and operational reasons, all of the concrete poles of both street pole types shall be the same design as previously utilized on Denton Municipal Electric's electric distribution system and will only be accepted from the manufacturers listed above. RFP 5552 APPENDIX A New 8 foot long tapered aluminum streetlight arm bracket RFP 5552 APPENDIX A New 8 foot long tapered aluminum streetlight arm bracket RFP 5552 APPENDIX A 35-foot long white concrete streetlight pole w/ 8 foot tapered aluminum arm bracket RFP 5552 APPENDIX A Typical 20ft long (San Jacinto Brown finish) concrete streetlight pole (Exposed aggregate finish) RFP 5552 APPENDIX A -~--~ -~------------------- ~ .. . Close-up view of exposed aggregate surface on 20 foot pole and tag provisions RFP 5552 DME JIUJ/lCJPJ.Uf'Y: CITY OF DENTON I 6'-0' J APPENDIX B ONESTAR PRESTRESS MFG., INC. 9316 Reid Luke Houston, TX 77064 TEL <713) 896-0994, FAX (713) 896-0411 C.Af'. Na.: 35110112009032T -r RISE I D 6'-0' --/t~--1\-~__:t___-1+---l\--GROUND LINE CABLE ENTRANCE 0 T 4'-6' HT DESCRIPTION T A . _ _L_ APPROVED BY• QTY, 'JEIGHT> 1750 LBS, 40 FINISH GREY 35-foot long white concrete streetlight pole w/ 8 foot tapered aluminum arm bracket RFP 5552 35'-0' APPENDIX B TYPICAL POLE LAYOUT w/ TAPERED ARM BRACKET ---8---.....-----::T 4.0'x 4.0' 8+' SQUARE o -,<; 9.si f-lL (K w (L ~ (\J \[) ~ c:) (K w n. <1: f- t.J _J D Q 6'-0' 3/4' PVC V TUBING I= w 11/16' DIA HOLE TYP NAME PLATE 4.00' 1SQUAREr Q_3/4' CHAMFER \-3/4' RACE\o/AY \ 3'x B'x 6' \ •x 12' COVER ENTRANCE ACCESS DESCRIPTION 1-112' RACE\o/AY 1-1/2' RACE\o/AY -L___l__!8-~ __._+ ___ ,_____ 35'-0" POLE SIDE MOUNT APPROVED BY• I-..,E"'"'lG--H--T• ___ 17_5_0 -L-BS-.-~ QTY, 4 0 9.67'x 9.67' SQUARE Fli>IISH 'WHITE 35-foot long white concrete streetlight pole w/ 8 foot tapered aluminum arm bracket RFP 5552 ELECTRIC ENGINEERING CITY [IF DENTON APPENDIX B ONESTAR PRESTRESS MFG., INC. 9316 Reid Luke Houston, TX 77064 TEL. <713) 896-0994, FAX <713) 896-0411 ore. NO.' 1083-6 D I~ CAT. NO.; DATI: 7/9/01 <2-3/8' DD> SLIPFITTER STANDARD 2' NPS ~ 1-~---------M_A_S_T __ A_R_M __ L_E_N_G_T_H __________ ~~: ~ -:.-" w "" ~ ~ \__ 1/2' ENTRY HOLE <FOR EXTERIOR USE> ~ :::;:: ~ 0 D<E ,,,. V''E EN''' "DC~ <FOR INTERIOR USE> MOUNTING PLATE FOR SQUARE POLE ALUMINUM TAPERED OVAL MAST ARM TO MEET THE ANSI Cl36.13 SPECIFICATIONS FOR METAL BRACKETS USED ON RDAD~AY LIGHTING DESCRIPTION STREET LIGHTING ARM AI\ID MIJUNTING APPROVED BYo QTY, \lEIGHT• FINISH 8 foot tapered aluminum arm bracket RFP 5552 APPENDIX B CITY OF DENTON ONESTAR PRESTRESS MFG., INC. 9316 Relcl lake Houston, TX 77064 IJVO. NO.: 1051-3 cr:JS'I'IJME/1; PllOIIXlrr SPECIAL SIGN-l!ANNER LAYOUT EL. <713) 896-0994, FAX <713) 896-0762 DENTON MUNICIPAL ELECTRIC 20'-0' I I :: ,, ~-~~--II b II II II I I It II II II 5'-0' If~"= II I b 1: II It cH == " II ---'---1 I b 'I II ~:! :1=== I I I I I I I 2-3/B'O.D.X iH/2' 1\JDTE: Tenon to be 3'x2-3/4' nfter welded nttnchMent - I \ It I I I I It II 1/2' PVC SLEEVE /A 0.716' I.D. 4 <TYP.) -n I I 3/8' INSERT II v 4 <TYP.) IH' Vi I 3/8' INSERT ,q "11 ttV 1ft' :loJI I I II Qll II II 1/2' PVC r---.I..!.. V0 SLEEVE !---tt· /A 0.716' I.D. ly ~~~ ~1/2PVC ~ RACEWAY TOP DETAIL 3'x 8'x 6' DEEP II II II II I' I 1' RACEWAY HANDHDLE ~/ RECESSED COVER DETAIL 1/2' RACEWAY-...~-i-J....:>,.-'1 .. " I I I I 6'-0' 4'-0' II II 'II II II II II II II II II II II II II II II II II II II II ~~ 12'-0' -...L..I-1 I I I I I I I I I ~-~ ,-n-~ ENTRANCE ACCESS COUPLING II 1111 ~~~~-:~~-~-~~~~'l~l~r---•GROUND LINE I II I I I I" I n I ft;fl I ~--~· RACE\/AY /A\ I: I \,·' 1 11 I y ' I ~~~ K T l_h_. 2'-0' -'--'---'--! BASE f-l-.J........_-L..J _ _!__.J........I...L....L._---JL...L..._ DESCRIPTION• 2 0 I \,./ATE R F D R D SIGN/LIGHT/BANNER POLE \/EIGHT• _ ___:9:.;7..;:6:_::::L::;BS::._ __ --J !lTY. fiNISH• SAN JACINTO BROWN APPROVED llYo 7.5'X7.5' POLE FACE VIEW LEFT SIDE VIEW DRA'WING N.T.S. RFP 5552 I - APPENDIX 8 The Waterford Series Special Sign Layout Distance From Top Foot Inches Total Inches [ I I Quadrant A Quadrant B Quadrant C 15 4 Quadrant 0 Details Details Dlatam:e From Top Detaile Feet Inches Tohdlnehta I I l r ( I / - RFP 5552 APPENDIX 8 ID'J@'IT'IE~~ ID'J@ ~[!,@'if'~ @l).'j] OOOOb.\~B tiDOO ~'IT'tiDrPJ ~D@llKil I ~ D " ~a DI!Cf: THE WATERFORD SERIES SPECIAL SIGN LAYOUT DISKVOLP~ 10F1 PROJECT I: • DON McLAUGHLIN ~ APPRCMD: DON lldAUGHUN SfET: RFP 5552 Appendix A Right of Way Strip Maps ~~8 OENTo.N c:JW PARTNERS LTD. /NST. NO. /998-003660/ O.R.O.C.T. ------------------ OENTlJN c:JW PARTNERS LTD. INST. NO. /998-0036601 O.R.O.C.T. PARCEL NO. 1-DE-1 I I H/CKOF!Y VEJ/Tl/RE CIIOUP INST. NO. 21101-1/11095 O.R.O.C.T. ------....... --------- PUBliC S4FFJY TRAININC FACIUTY LOT 2, Bf.OCX A /NST. NO. 2009-224 P.R.O.C.T. --- --- ------------ ------------ ---------------....... /q,-~ ....... ~"" -'V#!) ------<%-4 ;if'<#- <#-C'a~ ~'ap ~a 112 ~.Vu,y-Ct "«C'7:9}'""P-#r !: ~.9 ?,>qy U,<o"C' -'V~ "'-e;-Z, S?o !'S u,y<'S --- --- ,~ {;:-Cj '"' ~a',_ .p· r c,'t' --------------- HICKOF!Y VEJ/Tl/IIE CIIOIJP /NST. NO. 21101-110095 O.R.O.C.T. 20' UTIUTY EASEMENT LEGEND -RIGHT -OF -WAY (ROW) ~ DRAINAGE EASEMENT (DE) ~ TEMPORARY CONSTRUCTION -EASEMENT (TCE) ~ SLOPE EASEMENT (SE) GRAPHIC SCALE r-.•.• 1"=50' 50 0 50 100 CITY OF DENTON RIGHT-OF-WAY MAP VINTAGE BOULEVARD STA. 1+00 TO STA. 21+00 VINTAGE BOULEVARD FROM I.H.-35W TO U.S. HIGHWAY 377 ~"'t;:::J Graham Associates, Inc. CONSULTING ENGINEERS & PLANNERS OOJStxAAGSDRNE.SUflESOJ ARU'«JT0/1, 'ID'AS70011 {817)640-a535 TBPERRiot:f.I1911TBPLSFIRM: 1015:Ja.OO !U! ::::::.~ :::"',~;,-:-~~~~l_ ______________________________________________________________________________________________________________________________________________________ _L __ ~~~------~~~~~---L--~ SHEET 3 PUBliC SAFElY TRAING FACiliiY lOT 2, BLOCI( A INST. NO. 2009-224 P.R.O.C.T. 42()1 YIHTACE 8lVIJ CITY OF OENlVN /NST. NO. 39823 P.R.O.C.T. PUBUC SAFElY TRAINING FACiliiY LOT 2, BLOCK A INST. NO. 2009-224 P.fi.O.C.T. PUBUC SAFElY TRAING FACiliiY LOT 2, BlOCK A INST. NO. 2009-224 P./I.O.C.T. Iff/ VINTACE.' 8lVIJ CITY OF OENlVN INST. NO. 2005-6(}562 0./I.O.C.T STA. 36+91.94 P.T. N:7,112,312.593 E:2.376,! 19.443 4111 YINTAC£ 8lVIJ CITY OF OENlVN INST. NO. 2005-60562 O.fl.b.C.T LEGEND -RIGHT-OF-WAY (ROW) ~ DRAINAGE EASEMENT (DE) TEMPORARY CONSTRUCTION EASEMENT (TCE) ~ SLOPE EASEMENT GRAPHIC SCALE 1"=50' ~---50 0 50 100 CITY OF DENTON RIGHT-OF-WAY MAP VINTAGE BOULEVARD STA. 21+00 TO STA. 37+50 VINTAGE BOULEVARD FROM I.H.-35W TO U.S. HIGHWAY 377 DRAWN BY: GAl OA TE: 7119/201~ Graham Associates, nc. CONSULTING ENGINEERS & PLANNERS &:»SIX FtAGS ORNE, SVJTE 500 AAtJNGTOO, TE'tAS 7ro11 {.M1) ~ TB?EAm: F·I19:1Ji'Sf'lSFIRM:: 101W.OO PROJECT NO. 96().1006 SHEET 2 OF 5 SHEET 4 STA. 37+99.24 P.C. N:7,112,326.385 £:2,376,225.846 PUBUC SAFElY TRAINING FACIUTY LOT 2, BLOCK A INST. NO. 2009-224 U II V!NTAC£ BLVO CITY OF OENTVN INST. NO. 2005-50562 O.R.O.C.T I I r I ? I NORTH TEXAS CONTRACTING, INC. INST. NO. 2018-111125 O.R.O.C.T. ........................................................ 44+00 .......... ) -VINTAGE BOULEVARD I . ., .. 10' PIPEUNE R.O.W. ESI.IT. INST. NO. 2004-R155828 ZO'XJO' DME ESMT D.P.R.D.C.T. CC# 145559 O.R.D.C.T. STA. 44+61.15 P.C. N:7,112,343.633 £:2,376,887.313 NORTH TEXAS CONTRACTING, INC. INST. NO. 2018-111125 O.R.O.C.T. VOL 5406, PG. 6378 O.R.O.C.T. .I_-::_ _ _.,_ -fS SiDE.WAi:K -1' I.WNTAINANCE I 1 0' PIPELINE fASEliENT _j 1 __ R.O.W. ESMT /100 SHAC84J/K ORNE I I i I CC# 2004-155828 FZORENC/0 .t I.IAII!A A. HEIIRERA I I ! I P.R.D.C.T. INST. NO. 2015-81687 -H j ~ _ _q.R.o.c.r. --1 i I :::,t-/':~o~ II ~~ . L~ -:J INST. NO. 2011-1-I.JUl 50 .O.W. ~~ --""' ~~--n ~r~ : ~r:,'(!jO~ I I ~ I I ~'if''\. -H I"P!;"~~9~--I ~ I c~----H~ ~~ 1 , I "' en ./048 P!JITNENS INST. NO. /998-0095955 O.R.O.C.T. I I : ~--,-~ ~ -11,\ ,l_ ~ J~~A~~~-LA~E-~- 1 11 )A~-t ~-i--:~ f-=-:::--f-= =---=t =---=-=r-- .J.J28 TAM4RACK WI£ SHANNON A. .t ST/.IAIIT W. !I08EJITSON INST. NO. 20/S-90101 O.R.O.C.T. RIGHT-OF-WAY (ROW) DRAINAGE EASEMENT (DE) TEMPORARY CONSTRUCTION EASEMENT (TCE) SLOPE EASEMENT (SE) GRAPHIC SCALE ~--50 0 1"=50' 50 100 CITY OF DENTON ffi0; n §~ i}i~ ~U ~~~ ~5~~ RIGHT-OF-WAY MAP VINTAGE BOULEVARD STA. 37+50 TO STA. 48+00 VINTAGE BOULEVARD FROM I.H.-35W TO U.S. HIGHWAY 377 Graham Associates, Inc. CONSULTING ENGINEERS & PlANNERS 600S«I1AGSORIVE,SUfTE500 AAl!NGTOO, TE1AS76011 (817}&40-aSlS TBPE FIR1tF-1191ITBPlSAR.\t 101S33-00 SHEET ~ ~~~ DRAWN BY: GAl PROJECT NO. !J60.1006 ~-DATE: 7/1912019 SHEET 3 OF 5 s~~~ l--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~---=~~~--------~------------~~--~ ~iili:li'i 5 PLCftm 8Y: JOHN LE!=J'IAR PLOITED ON: 7/19/2019 3:32 PM F!LE NAME: J:\OENTON\VlP..'fAG£ BlVD\CAD\SHEEfS\ROW\STRIP MAPS\ROW IMP 4.DWG SHEff SIZE: ANSI t-lJll 8LE£U D (J4,(1!J X 22.00 lNCflfS) 1' " 1' // \ \~// ,./ ' \ / \ \ \ .... / ~o•~ \ \ X,. ~· .• ~~."' o~~rfJ"',. \ , \' ./, ~~ ": efJ~ !o-~~o.c~· ,. .ft' \ & ' ,. ,. .N.. •• ~~"""'r ~ ~ ./ y..0'; \ ~01~s~· )l'~o~~ ~,~-c~,s \ '6\ , 0 '~\,.1~9~vc-r.o~t~-t ,. ~\ ' ~~ ~ > c'#~O· 1\p.G· ,. \' ~, S, ;#· 0· / ~· \ ~ \ -~ '); ~ / ~0~~0·~ 66 )2\'-1---' xCO~ ' \ ' ~ ,. 5 ~>J\ ~~!l<'e ~\ \J\JZ' \ \' ~ 11Z11f~~-~~\.c~· // \ , ~· ~, \ \ · ·-$-'.{} \\ ,~s · / "/ ~ lfl'~us' \ ' \ ~t,& x~ ·, .. \ \~ / euG\(ll\~~~~'\11,0 \\ \ ~ c'/. ~,a " .~c ., 1121 ~~2o1B' /\\ <fo 6 ~~~-,o~ ,. ,':-\ ~'2> ~sc~o~. ~o0.~_0.c~· / \ ~ 11\._, fl. ~O c~·,. ' \ ~ \\! 1 / t}J'IE 1 ' ~1)8~~-~O·o~ l)i:t ~~S ~ \ ·, I\ I~ / / J(ll:IOR~ 0pER ~ \ 1 ~v,. \ 111 ........ ~~~ 96 \\ \ ,~3111 e~o~S~111oz9 \ ~1l' < •\'~ '1, o6,lo.~~ ~~6'~~ ~ \ \ \. ~ J»>~~!. ~o·o~.o.c.l-/ ~ "'",...).. j ~"''IJII>"·~o ~ .... \' \ \' , \1•'' · ~/ v .r,:., &1'-'{ ~0· ?-p.G~ ,. I\ \ \ ~ / ----:-""oRN I)N~J.£ \ 1 . "~ \ \ 1~s~· o-.....--~<#. J\ \ \ y ~13 auc•0E:AN R£'10 \ 1 , \ \/,.,. ~~~~~~9~s~' '\ \ ¥-\,~ \~ Joc\'N t~NG2~~:~o532° \ \ \ \(', ;~\ ~0· 2~-~~-/ \\ ~A\'3\ \~ \NSf· NOD-~----\"\ \ ,_ \\ ~·~~s•· o.R· ~/ \\ 0 \ ~~ __ ··"£ \ 1 ~ \ ~ . ,tJ£ 0 \\ "?' I , ~ !(THORN V"' 1 / / c~ V".· iJi \\\ "" ~ ' -~ 1\ 3109 ave u u YI))J< 1 \ ~\~ '<( ~;tJ~o~~~20 ~\ :~~\ \, ~~ 1N~GNg0.~.~:tt6~ _ -JA\ ....-\ "" .n~\ aJ~ ~~s1· o.R.D· -,......-,. \ ~"'"<'tAo·' ' ~~ -...----c "Y-; ?,-," / I' . -<> o I I -!)No I ~· "'.> __.........-£ 1 \ ".?..P't,C::.. \ euc/(THORN0 JJ,4JOR \ I \ ~ \ I ~ --rAMIFAcK ~ K~~WJ].S ~ \ . ~ J\.~\ r ~~ JO &<2f:f-s4027 -j\ \ I 'E \ I\ b~oa. JOH~o~5-11g23 \,\ "' L\ '3) \ ~ INsT· N~.R.o.c.f. -- \ 1 9:-' \ \ sJ-iANN \NsT· N°0.R.o.C.f. --...----1\ \ ~ ~ \ ~ _ --LANf ~ ~ ' \ \ ~ \ \ ----:K tJJif \\\ O i \ ~~ 31D)p~t~0:/bR~BB ~~~ \ I ~\ ~ 3020 :~~~~6J156 '\' "\ \ Ill INST. N~.f.t~T.31 ~~ ,.,\ 1 \ \ \ 1NsT· N~_i0.c.r. ~I I Ill~"' \ ~ -----~ al ~ \ \ ' ---I 12~ 15 i l 11 3025 BuCf(TIIoRN LANE -§l\ '8 --~ · ~\ IN/A ATI<fNSON :» ~~I \ ~I 3016 rAM'fiACK ~~L£CK Ill !:!lb h\ l\1 IN:,CNo. 2013-36843 ~1 '"'--. 1 1 seRIES 1, sERIES oF -1 \ \ \ I o.R.o.c.r. .,~~ ·,.;o· ,09 1 pROPERgf?J_f,f-0407~ .1 1 1\l ___ ----"'..,c 1 INST. NO.2 • I r,r-"f,~:o_ll \ I I Q.R.o.c.T. IJ \ j rll 3021 BUCKTHORN LANE '"''f -----I c;"' i .l-ANTO!NETTE <k VAN E. SA/.IS ..,9. ' I =< 0 > ~"' I' !NST. NO 2016-136412 \ ~ 'i';;l I I I J012 liUWG4CK LANE II I 8l [!;\ '! llil!!; ~ II . O.R.O.C.T. \I "' I I' 1 INST. NgR.2J.h~-792J9 I ~:J ~ ~ ~ !IIIII J •0;", ;u;;;;;;;, -:w~ -, l I HAYAT E. NINOIJ) REVOCAB:~TRUST !':; , j 12 "= o );..___ \ .r BRIAN T. GOURL£Y \ ~ I' -----I I . I~ INST. NO. 20U-55809 \ I i ,_ 3+00 ................................. I I l O.R.O.C.T. Hlb[.}f-Hoo""'· -----~~1\f N .MEAbb.ws IR"II-H--~-----~ .................... .,. ..... -:---,..., ( J r---, r· .o~ II 1 ---S+oo "< ......... ,~ , , ----I --+-. L. ~-9 --0 ~ ~~!'i~ \ ~s --~"' II . i':> I !>.?1" \ lil::!jV> 'Jl n::::~"' ~ 12"' a I' 1 ~~~~ \ I' \ §l~~ Hkl /'r/-~ ~ ... ~~ \ \ ,.., : l g ) ~~2: I ,._<::~ \ 1 fX!sr.frJ· I ~~~~ ' \ \ 8 1/1 f . R.o.w. } ~~,..~I , \ 1, i 1 ~lq s::.~~"' ~ \ \ \ I I ! ' 1:'/d::: ~ ~~j I \ I i f '·12"'a ll> I \ \ /t ;~· l§l~~ ~" \ \ \ d i ll '"'~ ~ ~) )Y I i B: d~ ,.., ~~I I 11 I iii /1/ I ;::, ~I ! I IT"--I I ~I f --~ I I . . 'I / ,; I I f ~~~~~-J, / j { I ~ / 'I ! I ~ ;,"'-- \, 1/\, / { /1 r:;~ .... ~i!l'< /\ ' • t1i ~ ''/:• ~. \ f ~$ f'j I '< I \\ \.. / . e /; ;/ ~ ~ /; \ \ / 1\ I/ / ,... :!1 Jl \.'f.xl " / ~~ 'v' ".I 1/ / "';, /\ \,/ ( / ~h f '( '\ / I S"'ls:::i /h \/ \, ::::~~ ! /\ \ ~~$l l o!?/1 \ \ ~ ~ / I,&/ \ \ ;., ~ // / \ \ i'> ~ /./ \\\\ r:;~ .: l / \ \ \ ~~-// \.\\\\/\ ~s~ ' \ !l?~~;}ft~~~~ 1/ \\ (~ \ 8 ~& \ ;§~ /;.q_ "" \ lt:: ~ ~~ ,... i!l>i ;i;:i'l~ u.o "~1::: v~ ' ,...~~ oo ' ~~ ... ~ ~ \ ,..y.o; . ~, ;"\:)~::b~~-?b· ~ ~~ ~f.l! :"-it:;)~~~ ~ ~~ " ~,:., .i'! ~~~~'!:: ~~\ -:» ~~ ~~:!~ ·~~ ~~~ ~~~ .,. ~~~ ""' ·~ ..... "''~"~\. ~-a, \,\ '!:'- \ I I e '!:: ~~b ~~~~~ ~t~~;\1 ~~;.,~~ -l'l'<l:" ~~\ilf& -~ h--~-~~----~~~'c !sHANNON A. <k ST/JART W. ROBll/lSON 'If I I INST. NO. 2015-90101 It I I... ltv!' I O.R.O.C.T. ~ I' msf: --------"h.,.,-----I ·"' / .....:.v"~-ao ~:;..o. •• r ............... JJ24 liUWG4CK LANE . ~ I / I i h-~ ~I i ,. _..q_ <~e I I DAVID N. <k USA f,f. PHILliPS ~~..:\ Jl ,// I ,.::. I I INST. NO. 2015-6200 -;:o.;~ "'<;:];, /, / ~i!i 'I ..1>-~ O.R.O.C.T. . .,...,.~..., I / II t;l -."'-'9~ ---------~ / 1 I.J /Af!!l?o ... ,,_ "%. I/ : oc ··~?. 40-ov,g 'f/ JJ20 /AU4/G4CK LANE ~/, ! · <o? ~4yc OO'EY R. <k SHANNON FLANIGAN ;'l / / 1 .... / ~ ' , <l-f?<?C'~'&sg<;!P 1 1 / INST. NO. 2015-66-197 ljj / lry i'i ~ :s_, o.R.o.c.r. 1 1 t e1 !~ ..tlos , I 1 ;' ill . I I • <9(1;),.,__ ' I -------------rt / .I ,; l<;4Y.s. o4:ip41i-·~ I JJ16 liUWG4CK lANE I ! ?. 4t). tJ.ty £ 4¥.;-, I I ROBERT T. <k !G4CHAE1. c. CARF.4T-<' tl/1 f I I 4---«/::}!;1.,, "jl I I INST. NO. 2015-685J8 tf fl I I I JF,'; ----:_·1.' ~ /I H-O.R.O.C.T. ~ I I I I !!;-~ -, I --------"" ____}, i 'h . .;, -4>t 6'~ -~I I I \:?. o ---.r I ; 1 ->'C#Ry '17h't:lf',y l#i -:--,. I JJ12 liUWG4CK LANE a i 1 f I I ~I 41<s'1: No. :k s~~T ~ II ;' I I MATTs. .t SHANNON L t.IAIIN!NG ·-~ I I i t!;?j I IJ.R.1J.;~-t.co5ao I !i' I !NST. NO. 2015-591J9 ~ 12. I i g, . . I ;' I O.R.O.C.T. '-''Cl.fl f f -~ I \. -----------71'1 1 ! I j !L O~s-;(Ss,2!l1!'!2Jm • . I JJ08 liUWG4CK LANE I ! i -..4Vsz.uoL _,,~#llcW I WILI.IAN H. JONES I i --,-;:-:=:!tff2 I INST. NO. 2015-J2095 Ill I I ff ~4 ~T...-~· -J /c-... ___ _ I D.R.O.C. T. I I i I , I DERRIC.! BIIC~N LANE ~ ' -1 ---0 --IJ I f 1 f t---1/ !Nsr ~/~~;%:_e~Jljf'JJ7Vtr I ' llil 0 I v I I i ~~ Mo.c.r. '4 r -- --------; 181 --~--I 5f I JJ007iUWG4CKLANE II i i 1/ I I \:?,~ I I I I MICHAEl. c. <k CHR/STIII4 0 REEDY I I I : I ; I J2J7 BUCKTHORN LANE I I ~"" I I I INST. NO. 2015-o4i29:i l j bl 1./JMM PROPERTIES, LLC.~ ~ I O.R.O.C.T. I i I INST. NO. 2015-!!J190 I ~ I , I , I O.R.O.C.T. r -----I i ~ ' ~"' I J2J6 liUWG4CK LANE i Ill!!; !!1 ------, --I LORENA K/00 <k BRIAN DOUGlAS I i ! 12 "' 0 J2JJ BUCKTHORN LANE I ~ INST. NO. 2015-517# II I i I J §l ~L~ I PAUL N. JACKSON, THE KAREN ).1 I ~ O.R.O.C.T. I i t"'' ,.., L JACKSON REV. TRUST I ' I -----------:J I i g' II INST. NO. 2016-156066 I I I I I _Jl . I r-OR.O.C.T. I J2J27iUWG4CKLANE ~"! i' ------I -- 1 JOHN 0. <k RUTH N. BROWN I Ill !!; !!1 ! I I J229 BUCKTHORN LANE I I I INST. NO. 2015-606J5 II 112 ~ ~ : I ' I BRENT SICKING -r1 I li ~ O.R.O.C.T. I~~"' i I I INST. NO. 2010-12J300 I I OJI I I ----------jf ,..,>< : l J! O.R.O.C.T. I C I J22B liUWG4cK lANE 111 ~ 1 I ti ------i1 ol' H-roMMY <!< TELE/14 WRIGHT : : A -- INST. NO. 2018-102JJ8 I I ! l I J225 BUCKTHORN LANE I -j, O.R.O.C.T. 1 ~ I J:;; 1!!:! II KENNETH E. <k IDA S. McMURRY! 1 61 1 t§ ----------10 I ;z: I g: I INST. NO. 2018-75721 I :::0' I 18 II < HE;)-! ~ O.R.O.C.T. I -1 ~ J224 liUWG4CK LANE o • : L.. 1 I FREOERICKG.tV<kAMYEHLER 11 r ~ ...... 11 ------_;j r, 1...1.3-- I I INST. NO. 2015-25112 p"'"' '" ' --:1 J>l Q .. ~ O.R.O.C.T. Ill ~~;to\ ; 11 3221BUCKTHORNlANE I I :z i:<>l'>% -----:J I "' . 0 1 1 JlliEAIY t.1. cowNs I m. .,.,1"" "' ------II :-<?!~. ; I INST.N0.2016-!!0U6 I 1\:i ~ J220 TAM4!14CK LANE Ill el~P I i ~ O.R.O.C.T. -+f ! I i~~ 'PH JR. <k 1./ARCARET A. SMOUCA Oil tn ; ------I c >< INST. NO. 2015-7970 K : - O.R.O.C.T. Ill ]:1> I ~l II J217 BUCKTHORN LANE I I ' 1+1 1 ______!.( I :::U·t + ' I WilLIAM SMALL I I "' I -------------,1 0. 8j I INST. NO. 2017-121139 I I I ~ J216 TAM4!14CK LANE § ' I O.R.O.C. r. I ' "' I I PHILliP f,f. <k /.IONIC4 0. IYHfTE ~c;"' j -~· II -------H I II I INST. NO. 2015-487J7 II =< :f! 'I : rr--. I O.R.O.C.T. ~I ~,.., i 11 J21JBUCKTHORNLANE~1 ' IT -------EXIST 131;• I DOUGlAS J. <k JESS!C4 N. lt4LDj I 5 • I I J212 liUWG4CK LANE I R w ' I INST. NO. 2015-107660 R q w SHARON E. <k BRIAN L ROBllllS I '1' '1 I O.R.O.C.T. I . I. . I INST. NO. 2011-116249 I . i ------' .J_ O.R.O.C.T. I !l:i I I I I -· -----------:J . ± i II J209 BUCKTHORN LANE . I II ! lS i 62J PROPERTIES LLC J208 liUWG4CK LANE i INST. NO. 2015-J8248 !G4YMONO P. "' JUDITH A. FRANCE I I i I i h O.R.O.C.T. ' I I INST. NO. 2014-127245 I ' ~ --------r-<' I O.R.O.C.T. I J ~ I I 1-l---. - ---------1+ . ' II J205 BUCKTHORN LANE I I I I I I i fECJIE HUANG I J2(H liUWG4CK LANE I i LINST. NO. 2014-1J820 lJ I SEAN t.l. <k liWYA H. McCLORY I i O.R.O.C.T. 1 INST. NO. 2015-J409 j i ------ O.R.O.C.T. ____Jl t. ~n ~~ I I 1_1_-. ------~ 8j II J201 BUCKTHORN LANE I I I I 3200 liUWG4CK LANE • i KEY!N A. &: Tlll4 KELCEY ALEX <k VERENICE s. PINEDA r: i I INST. NO. 2015-~14505 I ~ INST. NO. 2015-97BJ6 IV O.R.O.C.T. ) : l O.R.O.C.T. ------! --II ,..., , I -----~ __ ,,., -'·· 3+oo .......... ++iio..... II s 1oo ...... s+ciii";;, ....................... .-t 7+oo i ·~ ... ~ ... ~r--t---............... ~ .. : .......... MO.S~ER NUT ROAD tr-----~ 18 ~ -~- 1 ! 1 . J/20 TAM4/14CK LANE : nl 1 : 1 1 11 J J:~~~1 .. q B~UCKTHORN LANE I ~ \ : 1 1 1 ~-- TONYA f,f. RJY I I { \ I JEAN ANN WILOt.IAII I I I : I INST. NO. 2015-79210 I I l· II INST. NO. I ' : O.R.O.C.T. II ' . II O.R.O.C.T. ~ I n---~ I ~. t-I I l · -----' I I' ------iii ; ~~ I I I MATCH LINE STA. 58+00 D m. 0 ~ I · r 1 ~03 • • 0 ~ I ~ ~ ~ en ~ o ----i< :J: (/) 1);:'-l 0 ::2 nG:>:C:::;?>:z fi 5 (/)~ ?; G> ~~ ~03~:z-~»---; n Ul -o ~-o z :!'i ~§~55 01 :; ~ )> ~ ~---~ o ~ , ,., ~ eo 6 ~2!'!§1!3~Glo~~ ~ f;; >' ~::o , I' r·i!li'!"' -1 m o -1 '-"' (/) ~-< >' ::;;: ~~ilg;! ;;;-0 o:J --; OJ 6 "'""' ~ ~ 0 (/) )> "~>:"'en c 0 0 0 ,., ,., o ,., -< ~I ;Jl ~~-;;;Iii g en~ en c ~ 0 ~ ~Vi %i m o " m -· • ' r < "' _, z ~ !:'! ffi ~E~::o ~ ::r: !;2 );! m :x> ":::j o u;-::o _, 25 ~ ~h~m G))>. <)> -< 5 ~ ~ ~ z 8~ ,_ ::r: ::0 (j) ..... 0 oiP ~~:EO~:::O t;:j ~ ~ 5 "n :g ffi~ )> 0 CJ & "' ~ ::0 -< 0 t::cj -q § en ~ Z g ..... ~ 0 m ~I I I I I z !:'! :J --~---------- BURCH FMIILY FAR/I LTO INST. /lOS. 21XJ1-10039 .!< 21XJ7-/1004/ O.R.O.C.T. / I _; ! / I ; / I . j ! I I ; ' , ... ----·-:. 0 0 + cr> t---===--=---=-=---=---=---=---=-i=---=---=---======================:::==~~~~~~~~~~r ,/ ._ _, ~ 5' OME ~ rUTYES!.IT -------= =-= =----=-=--= =--=-=---= =-= =----=-==---= ::----=-=---= =-= =----=-=--= ::--=-------= =-= =----=-=--= ::--=------= ~ =----=-==---= -L--------- BIJRCH FMIIlY FAR/I LTO INST. /lOS. 2001-/0039 .t 2007-/10041 O.R.O.C.T. BURCH Ff./lllY FAR/I LTO INST. NOS. 2007-10039 .t 21XJ1-IIIXJII O.R.O.C.T. I I ;I 200' R.d,w. ~ . i ( I I I I 1 ~----, I i I I I 1.._ I ~- / -- LEGEND RIGHT-OF-WAY (ROW) DRAINAGE EASEMENT (DE) TEMPORARY CONSTRUCTION EASEMENT (TCE) SLOPE EASEMENT (SE) GRAPHIC SCALE ~---~ 50 0 1"=50' 50 100 CITY OF DENTON ~·; %r'" STA. 68+00 TO STA. 86+14.25 VINTAGE BOULEVARD ~ ~--~ VINTAGEBOULEVARD ~ i· ~ --~-FROM I.H.-35W TO U.S. HIGHWAY 377 :i1 ;< ..«+:."' --~--:::_ :::--.... ~ I] Graham Associates, Inc. ii ""~ --..o-"" .... ., .... ,.~~ Oi "i ~¥" ----I --i .,st<IUGSOONE.S1!1TE"" /x ~_{. ----...:. :::---_ ~ AR!..l!K>TOif,TEXAS76011(&1T)640-S535 ~-§ ----::--==-==---=--=:..::::::.-::-------<>---------__ TBPEAR..\tF·119tfTBPLSFIRM:IOIS33-00 ,!:; -~~·~ ~=oo -~ 7 ~ ~ o BU.'~'H FMIIlY FAR/I lTO I 5 oF 5 ~~~~ l _______________________________ ~:S:T.~/IO~~~·~::l~a~:~:·J~r.~J<200~l:-~/I~OO:~~~----------------------------------------------------j_ ____________ l[ ______ l_ ________ j_ __ L_ __ ~--------~-------------------------------r===~D~~~E~:l~/1~~W~19~------~S~HE~E~T_:~~----~--~ ;~~~ :~i; S~z·-· ~~~~ RIGHT-OF-WAY MAP SHEET ~ f': ~~-~~ ii ~; ~~3. O.iDq ~~~ *5:;j-~ '::1"'0:::. OOIINIE BRAE STREET 0E11T011 c:JW PARTIIERS LTO. I !liST. 110. /998-00J5501 I -----""~ ____ _) PIJOUC WETY lRA/11/IIG FACIUTY LOT 2, BlOCK A /liST. 110. 2009-224 P.R.O.C.T. I I I r I ? I IIORTH TEXAS CO/ITRACTO.RS /liST. 110. 2018-111125 O.R.O.C.T. IIORTH TEXAS CONTRACTORS !liST. 110. 2018-111125 O.R.O.C.T. 4700 SHAG84/IK DRIVE I flOREJ/C/0 .t AlAR/A A. HERRERA I !liST. !lf;R.2J.~~i.87687 I I I --H r-1 4~04-SHAG84/IK ~~ I AOilYA .t SURAl/A KEOtA I /liST. 110. 2017-14JU7 I I i-----O.R.O.C.T.---H I I 1 I I i----------H I I I I I ~------H I I I j I 50' PRIVATE ACCESS, ~ - ---- -_(_( PUBUC DRAINAGE &: ~ ~ PUBUC UTlUTY r--- -1 EASEMENT I I I \ \ L...L_ _ _! __ ~ I I I 20' DENTON COUNTY I 1 R.O.W. &: EASEMENT I VOL. 404, PG. 91 VOL. 1531, PG. 432 ELECTRIC COOPERATIVE INC.l I I I ~~ I _J I ___________________ ..!_ ___ ~--~- L_---------------~--r - GRAPHIC SCALE ~--50 0 1"=50' 50 100 CITY OF DENTON RIGHT-OF-WAY MAP VINTAGE BOULEVARD STA. 42+53.21 TO STA. 48+00 VINTAGE BOULEVARD FROM BONNIE BRAE STREET TO S.H. 377 Graham Associates, Inc. CONSULTING ENGINEERS & PLANNERS 600SOCRAGSORNE,Sli!TE5f)) ARU'IGTOO, TEXAS76011 (817)640-0535 TBPEARI.t-F·I1911TBPI.SFJRM:: 101SJ.3.00 SHEET : ~!! DRAWN BY: GM PSHROEEJETCT 8 N0 0 . F960- 1 t 0 006 "'~"' •• DATE: 71!9/2019 ~~~---L--------------------------------------------------------------------------------------------------------------------------------------------------------------·--------------L---~~~~-------L~----------~--~ ss~~ rl.U..G:V> 8 ~ ~ ~ ,;;_ §-;; ffi~, n 3~ ::i~·t u.ffio [j] RIGHT-OF-WAY (ROW) DRAINAGE EASEMENT (DE) TEMPORARY CONSTRUCTION EASEMENT (TCE) SLOPE EASEMENT (SE) 3516 HORNBEAJ.I STREET CONNIE PRESTDN !NST. II(). 2017-IJ2028 O.R.O.C.T. 2512 HORNBEAJ.I STREET r;;, GIWIAI.t JR. <!' EUZABETH KYI£ ~ !NST. II(). 2016-85087 O.R.O.C.T. 4504 JOE IWY WAY MEAf)()WS AT HfCf(ORY CREEK HOMEOWNERS AS>OC. !NST. II(). 201/i-/J/609 O.R.O.C.T. 4509 JOE IWY WAY MEAf)()WS AT HICKo.R.Y CREEK HOMEOWNERS AS>OC. !NST. NO. 2016-/J/609 O.R.O.C.T. GRAPHIC SCALE ~---50 0 1"=50' 50 100 CITY OF DENTON RIGHT-OF-WAY MAP SOUTH BOt\lt\IIE BRAE STREET STA. 75+50 TO STA. 83+50 FROM 500' SOUTH OF VINTAGE BLVD. TO OLD SOUTH BONNIE BRAE STREET ~~-OAA-~'~ !!I! -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_jl_~o~A~~~:~711~~w~1~9 ______ _j~sH~E~ET~9~o~F~t~o--~--9~ §~\I~ g Graham Associates, inc. CONS~I~.N2_,lj.~~.~SJ PLANNERS ARlJIIGTml TEN\570011 (a11}&«l-853S TBPEFJRU·f.1191tTBPlSFIRM:1015J.3.00 PROJECT NO. 960-1006 SHEET ~~~~ OENllJN CJW PNITNEIIS LllJ. INST. NO. 1!198-0IJJ661)1 o.n.o.ar. I I I I I I I I I I I I I I I I I I I I I I I : I I I I I :! ~ 1: I I ~ ,, I I ~If I I ~ lr : 1 r ! . I I I a ~ I /1 I I / )).1 : .JS()(} f/IESUNG {)liM; / / / I I PErfffsf ~-~':l"!fkfHU / / I I (),/1./),C,T. / / I I / / / / I I / / I I / / I I I I / / I I I -t-/ / I --I - - -I _f/ ----..:y" / f501 V£fii.OT 01/M I I _ -=r ____ r _ , ',( sl£'/EN r. "' lAUIIEN K. IUUilYI RIESLING DRIVE ~ < ' INST. NO, 2011-20461 I ---~ ----· \' OJI.o.ar. I I -------1il I \ I ----~----/~~ i f5()$/,l£f/l./)f01/M "T"i 1 ~~ : • ~ IBIIIlC< 4: KfiYSTAL srarMr I I '): I I lilY lV 1FIUSf I I i-<[>· <,_. I INST. NO. 20011-76851 I .~,~ ~·~r;;'ir ~ 'I I 0./I.O.C.f. I .~. ;y~. a::: : ~· I Cl' ----t----------~~--1 : l~i I :~i 50' '.o.w. _I ______ _ --4513 !.IEl?lOT 01/M Cl/f/ISTVPH£!1 tJ. SINS !NST. NO. 2tXI5-159166 0.1/:f),al I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 30' CROSS-lEX ~ I I I I I I I I I I I I I I I I / / BtOOIIREllJ //0/,IES lP !NST. /10, 2015-72692 IJ.R.O.C.T. --- LEGEND RIGHT-OF-WAY (ROW) DRANAGE EASEMENT (DE) TEMPORARY CONSTRUCTION EASEMENT (TCE) SLOPE EASEMENT (SE) GRAPHIC SCAlE l·=so· ~---50 0 50 100 CITY OF DENTON RIGHT-OF-WAY MAP SOUTH BONNIE BRAE STREET STA. 83+50 TO STA. 92+00 FROM 500' SOUTH OF VINTAGE BLVD TO OLD SOUTH BONNIE BRAE STREET DRAWN BY: GAl PROJECT NO, 96().1006 DATE: 711!112019 SHEET 10 OF 10 SHEET 10 Appendix B Geotechnical Report for Roadway · ONNIE BRAE STREET Geotechnical & EnvironmEntal Engineering Construction Materials Testing laboratory Testing Mr. Jim Wagnon, P.E. Graham Associates, Inc. 600 Six Flags Drive, Suite 500 Arlington, TX 76011 Dear Jim: GEOTECHNICAL ENGINEERING REPORT BONNIE BRAE STREET VINTAGE ROAD TO 1-35 E DENTON, TEXAS June 29, 2011 Project No. 1564 The results of our geotechnical engineering study including pavement design for the proposed Bonnie Brae Street are presented in the following report. This work was performed in general accordance with our proposal. Thank you for this opportunity to provide engineering services on this project. If you have any questions, please let us know. Sincerely, Thomas D. Baker, P.E., R.P.L.S. Sr. Geotechnical Engineer/Principal TBPE Firm No. F-000329 TBPLS Firm No. 100956-00 Distribution: Above - 4 hard copies + PDF Mr. Mark Burckhard, P.E., Graham Associates, Inc.-PDF LANDTEC ENGINEERS, LLC 1700 Robert Road Suite 101 Mansfield, Texas 76063 817.572.2818 1564 Bonnie Brae Pvmt Design TABLE OF CONTENTS Section Page No. Report Summary ii 1 Introduction 1 2 Field Exploration and Laboratory Testing 3 3 Subsurface Conditions 5 4 Subgrade Recommendations 8 5 Pavement Design 12 6 Earthwork Recommendations 14 7 Recommended Testing and Frequency 23 8 General Comments 26 APPENDIX A-Plan of Borings, Boring Logs & General Notes APPENDIX B-Summary of Laboratory Tests, Sieve Analysis, Stabilization Additive Series & Soluble Sulfate APPENDIX C-Pavement Design Analysis APPENDIX D-Boring Logs HC-1 through HC-10 (Bridge Borings) ----------------------------------------LANDTECSNGINEERS 1564 Bonnie Brae Pvmt Design REPORT SUMMARY The following is a brief summary of the principal findings in the geotechnical engineering report for the Bonnie Brae Road project in Denton, Texas. The proposed six lane divided arterial will extend from Vintage Road on the south to I-35E on the north. The new section will include reinforced concrete pavement. The SUMMARY is intended to be a brief overview and the report text provides specific information. 1. The proposed subgrade vertical alignment includes fill and cut sections as well as at grade sections. Other sections of the subgrade will be elevated (deeper fills) through the Hickory Creek drainage area, both north and south of the bridge over Hickory Creek. 2. Potential subgrade soil types will vary from highly plastic clays and medium plasticity lean clays. In some areas the subgrade could consist of severely weathered and weathered limestone in cut sections, especially in the area north of Hickory Creek Bridge. Where subgrade is achieved by filling along the roadway, the soil types are expected to vary considerably from clays of high plasticity to lean clays with lower plasticity. 3. A Portland cement concrete pavement section has been analyzed using the computer program WinPAS (Pavement Analysis Software) Version 1.0.4 by the American Concrete Pavement Association. The program is based on the 1993 AASHTO "Guide for the Design of Pavement Structuresn. Pavement sections have been analyzed for 40 year design ltfe. A pavement thickness of 10.0 inches was determined using WinPAS. 4. Pavement subgrade stabilization methods discussed in the report include traditional lime as well as use of Cern-Lime® with a minimum stabilization thickness of 8 inches. 5. Recommendations are provided for earthwork along the new roadway including soil types, placement procedures, compaction and testing. Please see the report and appendices for the specific information. ----------------------LANDTEC ENGINeeRS 1564 Bonnie Brae Pvmt Design ii 1 INTRODUCTION 1.1 Project Description and Overview This report presents the results of a geotechnical study for the proposed construction of Bonnie Brae Street in Denton, Texas. The project extends from Vintage Street on the south to I-35E on the north. The borings were drilled along the future roadway to determine the general soil and rock conditions for the roadway and for the proposed utilities. Soil tests performed for this project include Atterberg Limits, sieve analysis, unit dry weight, moisture content and soluble sulfate. A series of Atterberg limits tests with increasing percentages of stabilization additive with lime were performed. The proposed arterial street will be constructed using reinforced Portland cement concrete pavement placed on a prepared subgrade. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop recommendations for the type or types of subgrade treatment and pavement for the roadway project. To accomplish its intended purposes, the study has been conducted in the following phases: {1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; {2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and, (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. 1.3 Report Format and Previous Geotechnical Report The first sections of the report describe the field and laboratory phases of the investigation. The remaining sections present our recommendations to guide design ----------------------LANDTEC ENGINEERS 1564 Bonnie Brae Pvmt Design 1 and construction. Boring logs, laboratory test results, general information and tables are presented in the appendices at the end of the report. The geotechnical engineering report for the Bonnie Brae Bridge over Hickory Creek was submitted on April 20, 2011 and is report number 1564-HC. The report presents recommendations for the bridge foundations, allowable loading (end and skin friction) and general information concerning the earth embankments. LANDTEC ENGlNEERS 1564 Bonnie Brae Pvmt Design 2 2 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials along the proposed roadway were explored by a total of 26 borings drilled to depths ranging from 20 to 40 feet between March and May 2011. The boring logs (labeled BB-1 through BB-26) and a key to terms and descriptions on the logs are provided in Appendix A. A total of 10 borings were drilled for the bridge across Hickory Creek and these borings (labeled HC-1 through HC-1 0) are also included herein. The borings were drilled with a truck mounted drilling rig using continuous flight and hollow stem augers. The drilling and sampling operations were supervised by a senior geotechnical engineer. Soil descriptions on the boring logs are a compilation of field data as well as from laboratory testing of samples. The stratification lines represent the approximate boundary between soil types and the transition can be graduaL Periodic observations were made in the borings to observe for shallow subsurface seepage. Water level readings, made at the completion of the borings, are noted on the respective logs. Water levels measurements refer only to those observed at the times and places indicated, and can vary with time, geologic condition, construction activity, rainfall and other factors. Relatively undisturbed samples of cohesive soils encountered in the borings were taken using a thin wall Shelby tube sampler. Depths at which these samples were taken designated "U" are indicated in the "Sample" column of the boring logs. After a Shelby tube was recovered from a boring, the sample was extruded in the field, examined visually and logged. A representative portion was selected, wrapped and sealed to prevent loss of moisture and to protect the sample during transportation. Estimates of the consistency of the cohesive soil samples were obtained in the field using a hand penetrometer. The result of a hand penetrometer reading is recorded at a corresponding depth in the "Penetrometer, TSF" column of the boring logs. When the capadty of the hand penetrometer is exceeded, the value of 4.5+ is recorded. ------------------------------------------LANDTECENGfNESRS 1564 Bonnie Brae Pvmt Design 3 Harder materials, generally including the limestone and shale, were evaluated in place by the Texas Department of Transportation (TxDOT) cone penetrometer test (CPT). Either the number of blows required to produce 12 inches of penetration, or the inches of penetration due to 100 blows of the hammer are noted on the boring log designated "T" in the "Penetration Resistance" column. 2.2 laboratory Testing Representative samples of the soils were tested in the geotechnical soils laboratory. Liquid limit and plastic limit tests (Atterberg limits) and percent passing No. 200 sieve were performed on soil samples from the borings in order to classify them according to the Unified Soil Classification (USC) System. Strength properties of the soil were evaluated by performing unconfined compression tests. The results of these tests are reported as Qu values (in tons per square foot). Moisture and density determinations were also made on samples to determine the in situ conditions. Results of the laboratory tests including classification, strength. unit weight and moisture are presented on each respective boring log in Appendix A. Soluble sulfate tests were performed on representative samples of the anticipated future subgrade soils. A series of Atterberg Limits tests were performed on selected samples of subgrade soils to determine the reduction in Plasticity Index versus increasing percentages of stabilization additive. In this case hydrated lime was selected. Results of the geotechnical laboratory tests are included in Appendix B. ----------------------LANDTEC 8\IGINEERS 1564 Bonnie Brae Pvmt Design 4 3 SUBSURFACE CONDITIONS 3.1 Subsurface Stratification Specific types and depths of subsurface strata encountered in the borings are shown on the attached boring logs. The general subsurface conditions encountered in the borings consist of the following. The borings encountered medium to high plasticity dark brown, brown, reddish brown and tan clays to various depths below existing grade. The near surface clays are underlain by medium plastic tan lean clay (limy clay), tan shaly clay (with high plasticity) and severely weathered limestone. Weathered limestone with tan limy clay seams and layers was encountered below the clays in several borings. Gray shaly limestone, limestone with shale layers, shale and clayey shale, was encountered below the weathered materials. The subsurface descriptions presented here are of a generalized nature and describe only the major stratification and features. The individual boring logs included in Appendix A should be reviewed for specific information. 3.2 Shallow Subsurface Seepage Observations Shallow subsurface seepage was observed in "BB" borings 3, 4, 5 and 6 approximately 1 0 to 18 feet below existing grade during drilling. These borings are south of Hickory Creek. Subsequent observations in these borings revealed water levels approximately 1.5 to 8 feet below existing grade. Seepage was also observed in "BB" borings 14, 15, 23, 24 and 26, at depths of approximately 5 to 19'. Shallow subsurface seepage can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. Water traveling through the soil (subsurface water) is often unpredictable. This could be due to seasonal changes in shallow subsurface water and due to the unpredictable nature of subsurface seepage paths. Therefore, it is necessary during construction for ---------------------LANDTEC ENGINEERS 1564 Bonnie Brae Pvmt Design 5 the contractor to be observant for shallow subsurface seepage in excavations in order to assess the situation and make necessary changes and/or recommendations. 3.3 Material Characteristics The dark brown and brown clays have measured Liquid Limits (LL's) of 50 to 60 and Plasticity Index (PI) values of 29 to 39. The clay classifies as "CH" according to the Unified Soil Classification (USC) System. The tan lean (limy) clays had LL's ranging from approximately 37 to 43 and PI's ranging from 20 to 27, classifying as "CL" on the USC System. The tan & gray shaly clays had PI's ranging from 29 to 37 and classify as "CH" soils. Unconfined compressive strengths ranging from 0.4 ton per square foot (tsf) to 6 tsf were measured in compression tests on the clays. The sulfate tests revealed values of approximately 30 to 161 mg/kg (ppm). Results of sulfate tests are attached herein. Published information on sulfate-induced heave in lime or cement treated soils tend to indicate that there is low potential for sulfate induced heave where levels of soluble sulfates are below approximately 2000 ppm (TxDOT now uses 3000 ppm as the threshold) in the soil and proper drainage is maintained. Therefore, chemical stabilization of the future subgrade soils should not create a potential for sulfate induced heave of the subgrade soils based on the test results performed for this project and provided that proper drainage of the stabilized soils is maintained. Laboratory Test results are either presented on the individual boring logs or in Appendix B. 3.4 Area Geology Based on observations and review of available geological maps, logging and observation of soil and rock samples, the proposed roadway generally lies within alluvium deposits of the Hickory Creek drainage area and the Grayson geological formation. The alluvial deposits typically consist of clays, silts, sands, silty and clayey sands, sand and gravel, and a combination of these. LANDTEC ENGINEeRS 1564 Bonnie Brae Pvmt Design 6 The Grayson is approximately 50 feet thick and consists of clays and marls overlying limestone in various stages of weathering. The clays are expansive and can undergo significant shrink-swell potential with changes in moisture content. ------------------------------------------LANDTECENGINeERS 1564 Bonnie Brae Pvmt Design 7 4 SUBGRADE RECOMMENDATIONS 4.1 General Subgrade Considerations The following paragraphs provide information for subgrade preparation and paving for the proposed roadway. Portland cement pavement will be used for this project over a stabilized subgrade. The final subgrade soil type will be dependent on the amount of cut and fill along the roadway. The final subgrade soil type could consist of highly plastic clay, lean clay, severely weathered limestone or a mixture of clay and weathered limestone rock. For sections of the road where the subgrade is composed of severely weathered to weathered limestone, the typically approach is to undercut the limestone and place flexible base material to provide uniform support for the concrete pavement. In areas of the subgrade where a mix of clay and limestone rock exists, an application of the selected stabilization additive is often used to treat the clay part of the mix. The area between BB-11 and BB-12 has an existing stock pond in the right-of-way and the pond should be "mucked out" to solid ground and backfilled with appropriate soils. Soils in the area of BB-1 0 were very wet in May 2011. 4.2 Pavement Subgrade Once the subgrade elevations have been achieved in the field, the subgrade should be observed to determine the overall soil and/or rock conditions. The soil should be sampled to determine the final overall subgrade conditions and the Plasticity Index (PI). The site specific amount of stabilization additive will need to be determined by the project geotechnical engineer, and will require sampling, classification tests and lime series tests, Proctor tests and recommendations as to the type of chemical treatment and percent added per square yard for the recommended depth. The subgrade soil type over the length of the proposed roadway will vary from in situ soils consisting of clay to fills with combinations of clay, lean clay and possibly some severely weathered to weathered limestone. These clay soils have poor subgrade characteristics and can become soft and pump with an increase in moisture content. For ------------------------------------------LANDTECENGINEERS 1564 Bonnie Brae Pvm1 Design 8 a reinforced Portland cement concrete pavement placed directly on subgrade, the clay soils will need to be stabilized with a chemical additive. Laboratory testing of the anticipated future subgrade soils consisted of Atterberg limits tests and percent passing No. 200 sieve. In addition, a series of liquid and plastic limit tests were conducted on the natural subgrade soils in order to determine optimum stabilization additive contents for the purpose of soil stabilization below paving. In these tests, soil plasticity index was evaluated as a function of the percentage of dry soil weight. These test results are included in APPENDIX B and present data for hydrated lime as the stabilization additive. This information was used along with engineering judgment and experience to estimate an application rate for soil treatment. Based on the test results, an application rate of approximately 40 pounds of stabilization additive per square yard of surface area for the 8-inch subgrade thickness is recommended. The plasticity index of the lime/soil mixture should be 15 or less. The estimated application rate is based on a soil unit dry weight of 100 pcf and 6 percent stabilization additive. This application rate can be used for estimating purposes. The actual application rate should be determined at the time of construction by sampling the finish subgrade soil and testing to determine the optimum stabilization content. The stabilized subgrade should extend a minimum of 12 inches outside the curb line. This will improve the support for the edge of the pavement and also lessen the "edge effect'' associated with shrinkage during dry periods . The use of sand or select fill as a leveling course below pavement in expansive clay areas should be prevented. The porous soils can allow water inflow between the pavement and subgrade, causing heave and strength loss within the subgrade soil. Construction of the stabilized subgrade should follow the most recent version of Item 260 of the TxDOT Standard Specifications for lime stabilization. Guidelines for using Cem-Ume as the stabilization additive are provided in Appendix E. The subgrade should be compacted to a minimum of 100 percent of Standard Proctor (ASTM D 698) at a moisture content ranging from optimum to tour (4) percentage points above optimum (0 to +4 ). The moisture content and density of the completed subgrade section must be maintained until the paving is complete. An asphalt emulsion should be -----------------------------------------LANDTECGNGINeeRS 1564 Bonnie Brae Pvmt Design 9 applied to the subgrade to prevent moisture loss and to protect the surface from loss of material due to traffic. 4.3 Pavement Performance Since the near-surface soils consist of moderate to highly expansive clays in some areas along the route, some movements within the pavement section could occur. Shallow subg rade treatments as recommended above are for improvement of the subgrade for load-carrying purposes. These shallow treatments provide only minimal reduction in expansive soil movements. An expansive soil stabilization depth of several feet is usually necessary to significantly reduce the potential vertical movements from expansive soils. With a properly designed pavement and proper pavement maintenance, these expansive soil movements should not significantly reduce the functional life of the pavement. Rigid pavement should be designed with adequate reinforcement, and load transfer devices (e.g., smooth dowels) across all joints, including saw joints. A maximum joint spacing of 15 feet in each direction is recommended for saw joints. Proper drainage also should be provided both during and after construction. The pavement should be maintained properly, including the use of a flexible joint material to seal cracks that can occur during the life of the pavement. Depth checks should be made at the rate of one test per 250 to 300 linear feet of roadway lane direction in order to determine the subgrade treatment depth is to the required thickness. Depth checks will be made by using a special driven steel probe with grove or other similar device to accurately determine the compacted subgrade thickness. Phenolphthalein will be used to check for reaction and a tape will be used to measure the thickness. Alternate methods such as use of hand auger and actual survey of top and bottom of treated subgrade are also acceptable. If the completed subgrade is machine milled to achieve a smooth, level surface, depth checks must be performed again to verify the milling machine has not reduced the minimum required subgrade thickness. Depending on the outcome of the additional depth checks, the Engineer may require the subgrade to be reworked with additional stabilization additive. ------------------------------------------LANDTECeNG~EERS 1564 Bonnie Brae Pvmt Design 10 Finishing of the completed section should be accomplished by rolling as directed with a pneumatic tire or other suitable roller sufficiently light to prevent hairline cracking. Once the subgrade is completed, any area of the finished subgrade that is below the final desired grade (shy of grade) based on survey, blue tops, string line, laser, etc. (and meets the minimum required thickness) will not be allowed to have lime treated soil (trimmings) added to achieve grade. This is also called "scabbing on material" and will not be allowed. Any low area will require additional depth of pavement. The Contractor should make provisions for maintaining the compacted subgrade in a moist condition for the curing time of two (2) to three (3) days, depending on weather conditions and as directed by the engineer. The requirement is to maintain the in situ moisture, approximately two (2} percentage points above optimum throughout the treated section. This is to be accomplished by addition of an asphalt emulsion material at the rate of 0.10 to 0.20 gallons per square yard as determined by the Engineer. The asphalt emulsion used shall be of the type and grade shown as on the plans or as approved by the Engineer. During this curing time, all construction vehicles shall be prohibited from the subgrade. The contractor should maintain the completed subgrade within the limits of the contract in good condition, satisfactory to the Engineer as to grade, crown and cross section until su ch time as the next course is constructed. All irregularities or other defects that may occur shall be repaired by the Contractor as his expense. --------------------------------------------LANOTECENGINEERS 1564 Bonnie Brae Pvmt Design 11 5 PAVEMENT DESIGN 5.1 Pavement Design Input Parameters Pavement thickness analyses were performed using the computer program WinPAS (Pavement Analysis Software) Version 1.0.4. The program is based upon the 1993 AASHTO "Guide for the Design of Pavement Structures". Reference to AASHTO indicates American Association of Highway Transportation Officials. A Design Equivalent 18-Kip Single-Axle Loads (E-18s) of 14,401,988 was determined for the 40 year main lane design life. This includes 10% trucks. WinPAS input data used for this analysis is presented on Table 1 in Appendix C. 5.2 Pavement Sections The following pavement sections are provided at this time. Main Lanes 1 0 inches of Portland Cement Concrete Pavement 8 inches of stabilized subgrade Side Streets I Collectors 8 inches of Portland Cement Concrete Pavement 8 inches of stabilized subgrade T em para rv Asphalt Transitions 2 inches of HMAC, TypeD, Surface Course 4 inches of HMAC, Type B, Binder Course 8 inches of Lime Stabilized Subgrade Portland cement concrete for the rigid pavements should be minimum 3,600 psi at 28 days, and should meet all City of Denton Standards. ---------------------LANDTEC ENGINEERS 1564 Bonnie Brae Pvmt Design 12 5.3 Subgrade and Pavement Requirements General recommendations for subgrade and paving materials are provided as follows: • Lime Stabilized Subgrade -If hydrated lime is used as the stabilization additive, follow TxDOT Item 260 and apply the hydrated lime at an application rate of approximately 40 pounds of hydrated lime per square yard for the 8 inch thickness. The actual amount of lime stabilization will be dependent on the final subgrade soil type. Compact to a minimum of 100 percent of Standard Proctor (ASTM D 698) at a moisture content between optimum and four percentage points above optimum (0 to +4 ). • Crushed Limestone Flexible Base Material-TxDOT Item 247, Type A, Grade 2 or better. The material should be compacted to a minimum of 95 percent of Modified Proctor (ASTM D 1557), at or slightly above optimum moisture. If re- cycled concrete base material is used it must comply with the requirements of Item 247, Type F. • Compacted Subgrade -After achieving final grades the subgrade must be compacted to a minimum of 100 percent of the maximum dry density determined by the Standard Proctor test (ASTM D 698) to a moisture content ranging from optimum to four (4) percentage points above optimum (0 to +4). See Section 7 for the recommended testing and frequency of testing for soils, subgrade and base materials. Proper finishing of concrete pavement requires the use of sawed and sealed joints. Sawing of joints should begin as soon as the concrete has hardened sufficiently to permit sawing without excessive raveling. All joints should be completed before uncontrolled shrinkage cracking occurs. The first transverse saw-cut joint should be made near the center of the entire section placed on that particular day. The next two saw cuts should then be made approximately half way from the center saw cut to the end of the section on each side. The process should be repeated successively on each side of previously cut joints to consistently cut in half the remaining panels with each saw cut. This process should be continued until all transverse saw cuts are completed. This will result in providing the most rapid and effective stress relief for the pavement, and will help limit random shrinkage cracking. The Joints should be cleaned and sealed before opening to the traffic. A proper testing and observation program during construction is also vital to the overall long-term performance of the pavement. --------------------------------------------~DTECENGnNEERS 1564 Bonnie Brae Pvmt Design 13 6 EARTHWORK 6.1 General Excavations along the roadway will encounter moderate to high plasticity clays, severely weathered limestone, weathered and unweathered limestones depending on the amount of cut and fill. The limestone rock should be broken down to a maximum rock size of 4- inches when used as fill material. Rock should be excluded from the top one (1) foot of final grade in fill sections. The excavated materials should be blended and mixed in order to create a homogeneous mixture of soils with suitable shear strength, stability and low shrink-swel\ potential. During earthwork operations, some adjustment in the method of placement, mixing, processing, discing, watering and compaction will be required in order to achieve the desired engineering properties. Site earthwork should be monitored by the project geotechnical engineer working with the engineer's field testing representative and the earthwork contractor. General site grading should be such that water will not pond under or next to paving following periods of rainfall. Water standing near structures may result in greater magnitudes of movement than have been anticipated. In general, a slope of one and one-half to three percent should be maintained along the ground surface both during and after construction. General site grading should be such that water will not pond under or next to structures, paving, etc. following periods of rainfall. Water standing near structures may result in greater magnitudes of movement than have been anticipated. In general, a slope of one and one-half to three percent should be maintained along the ground surface both during and after construction. 6.2 Subgrade Preparation Stripping should consist of the removal of all topsoil, roots, vegetation and rubbish not removed by the clearing and grubbing operation. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to --------------------------------------------LANDTECENGINEERS '564 Bonnie Brae Pvmt Design 14 determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement. Clay soils have poor subgrade characteristics and can become soft and pump with an increase in moisture content. If soft clay soils are encountered at the time of construction, they will need to be undercut and replaced with suitable fill material. If conditions at this depth are soft and wet, additional soils will have to be removed down to firm soil. The firm soil should be scarified to a minimum depth of 8 inches and recompacted to a minimum of 95 percent of maximum dry density at moisture contents between optimum and 5 percentage points above optimum, as determined by ASTM D 698 (Standard Proctor), in accordance with procedures recommended previously in this section. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar equipment weighing approximately 25 tons. The proof rolling operations should be observed by the project geotechnical engineer or his representative. Slopes which will receive fill should be loosened by scarifying or plowing to a depth of not less than six inches. The fill material should be benched into the existing slope in such a manner as to provide adequate bonding between the fill and slope, as well as to allow the fill to be placed in horizontal lifts. In areas of the subgrade which, in the opinion of the project geotechnical engineer, are too soft, wet or otherwise unstable to allow fill construction to begin, the use of plating and/or plating in combination with a geogrid may be required. Providing detailed recommendations for plating and/or use of geogrids for this project is beyond the scope of our work. The traffic of heavy equipment, including heavy compaction equipment, may create pumping and general deterioration of the soil. Occasionally some soils have to be excavated, mixed and dried, and replaced. At times, excavating and replacing with selected soils and/or chemically treated materials is required before an adequate --------------------------------------------LANDTECENGINEERS 1564 Bonnie Brae Pvmt Design 15 subgrade can be achieved. Therefore, it should be anticipated that some construction difficulties will be encountered during periods when these soils are saturated. 6.3 Placing of Fill Material Fill materials should be placed on a properly prepared subgrade as specified. The combined excavation, placing, and spreading operation should be done in such a manner to obtain blending of material, and to provide that the materials, when compacted in the fill will have the most practicable degree of compaction and stability. Materials excavated from cut sections and/or borrow sources and hauled to construct fills must be mixed and not segregated, except where such segregated soil zones are required. All fill should be placed in horizontal lifts. Filling along (parallel to) slopes should not be permitted. In areas where slopes will be constructed using fill, the fill should extend beyond finished contours and cut back to grade. If the surface of the fill is too smooth and hard to bond properly with a succeeding layer, the surface should be roughened and loosened by discing before the layer is placed. Where fill is to be placed next to existing fill, that fill should be removed to unweathered, dense material. Each layer should be benched and disced as adjoining lifts are placed. Material hauling equipment should be so routed over the fill surface to distribute the added compaction afforded by the rolling equipment, and to prevent the formation of ruts on the fill surface. The surface of the fill should be graded to drain freely and maintained throughout construction. During the dumping and spreading process, the contractor should maintain at all times a force of men adequate to remove all roots and debris and all rocks greater than four inches in maximum dimension from the fill materials. No rocks should be allowed within the final eight inches of subgrade. In the event of slides in any part of the fill prior to final acceptance of the work, the contractor should remove material from the slide area and should rebuild such portion of the fill as requested by the engineer. LANDTEC ENGINEERS 1564 Bonnie Brae Pvmt Design 16 6.4 Moisture and Density Control Following the spreading and mixing of the fill, it should be processed by discing throughout its thickness to break up and provide additional blending of materials. Discing should consist of at least two passes of the disc plow. Additional passes of the disc plow should be made necessary to accomplish breaking up and blending the fill. The recommended loose lift thickness is eight inches. The moisture content of the soil should be adjusted, if necessary, by either aeration or the addition of water to bring the moisture content within the specified range. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. Any layers which become damaged by weather conditions should be reprocessed to meet specification requirements. The compacted surface of a layer of fill should be lightly loosened by disclng before the succeeding layer is placed. When the moisture content and the condition of the fill layer are satisfactory, compaction should be made with a tamping-foot roller (sheepsfoot with cleaner teeth) similar to a Caterpillar 815 or 825 Compactor. The tamping-foot length should be a minimum of eight inches. Vibratory tamping foot rollers (sheepsfoot rollers) may be required for compaction of some types of fill material, particularly the sandy soils. The roller should weigh no less than 2,000 pounds per linear foot of drum width. The fill material should be compacted to a minimum of 95 percent of the maximum dry density as determined by the moisture-density relations test method ASTM Designation D 698. The moisture content should range between two percentage points below optimum to five percentage points above optimum (-2 to +5) for soils with a plasticity index (PI) of less than 20. For soils with a PI of 20 or greater, the moisture content should range between optimum and five percentage points above optimum {0 to +5). The moisture content ranges specified are to be considered as maximum allowable ranges. The contractor may have to maintain a more narrow range (within the maximum allowable) in order to consistently achieve the specified density for some soils or under some conditions. The moisture content and density of all fill material should be maintained at the specified range of moisture and density. Fill behind below-grade walls should be compacted with hand-operated tampers or light ----------------------lANDTEC ENGINEERS 1564 Bonnie Brae Pvmt Design 17 compaction equipment immediately adjacent to the wall. A loose lift thickness of four to six inches is typically required for hand-Dperated tampers. Backfill on structures receiving fill on both sides should be kept within two feet of the opposite side. Field density tests should be taken as each lift of fill material is placed. A minimum of one field density/moisture content test should be performed each 250 linear feet of lane direction. A minimum of two tests per lift should be required. Horizontal and vertical control of each moisture-density test location is recommended. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnical engineering technician working in conjunction with the project geotechnical engineer. The contractor should assist the technician in taking tests to the extent of furnishing labor and equipment to prepare the areas for testing and curtailing operations in the vicinity of the test area during testing. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the sole responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. In general, final fill or cut slopes constructed in the soils at the site should be maintained on slopes no steeper than 4 horizontal to 1 vertical (4H:1V). In some cases a 4H:1V slope may not be stable depending on the soil type, height of slope and subsurface seepage issues. In these cases, a site specific slope analysis will be required, especially for slopes over about 8 feet. Even with proper compaction, deep fills and trench backfills are subject to some long term settlement. Experience has indicated that some settlement of the well compacted fill should be anticipated for fills greater than about five feet thick. The settlement will result in movement of supported pavements placed on fill, and shear loads on pipes passing through the fill into the structure. Total settlement of the fill on the order of 1 to 2 percent of the total compacted fill thickness may occur. For example, 100 inches of fill would be expected to settle in the range of 1 to 2 inches. This fill settlement could result in some movement of sidewalks, pavement. drives, etc. The fill settlement could also increase the vertical load on and possible deflection of utilities crossing through the fill. --------------------------------------------LANDTECENGINEERS 1564 Bonnie Brae Pvmt Design 18 All slopes, whether temporary construction slopes or permanent fill slopes, should be designed to allow drainage at planned areas where erosion protection can be provided, instead of allowing surface water to flow down unprotected slopes. Vegetative ground cover should be provided as soon as practical on completed slopes. 6.5 Trench Backfill Trench backfill for utilities should be properly placed and compacted. Dense or dry backfill can swell and create a mound along the ditch line while loose or wet backfill can settle and form a depression along the ditch line. Distress to overlying structures, pavements, sidewalks, etc. can occur if heaving or settling happens. A granular bedding material is recommended for pipe bedding. Clean coarse sand or well graded crushed rock make good bedding materials. Care should be taken to prevent the backfilled trench from becoming a French Drain and piping surface or subsurface water beneath structures or pavements. The use of concrete cut-off collars or clay plugs may be required to prevent this from occurring. Trench backfill should be placed in horizontal lifts. The backfill should be compacted in uniform lifts of 8 to 12 inches and be tested for moisture and density. We recommend that each lift be tested with spacing of approximately 200 feet along the trench. Compaction should be to a minimum of 95 percent and a maximum of 100 percent of Standard Proctor density (ASTM D698) at a moisture content ranging from one percentage point below optimum to four percentage points above optimum (-1 to +4). Trench backfill should be placed to 100% of standard proctor for backfill depths more than 10 feet. 6.6 Acceptance of Imported Fill The owner must approve any soil hauled onto this project from off-site sources by obtaining a written and notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification must be furnished to the owner prior to furnishing soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks shall not be used as fill on this project. ---------------------LANOTec eNGINEERS 1564 Bonnie Brae Pvmt Design 19 6. 7 Excavations Excavations for utilities, pipelines, foundations, bore pits for pipe jacking and open cuts could encounter unstable soils and shallow subsurface seepage. In general, suitable temporary excavation slopes across the site will vary. Due to the variable subsurface conditions and groundwater, one slope angle will not be stable at all locations across this large site. Some soil conditions at the site will become unstable using typical slope angles. Unstable soils include, but are not necessarily limited to, (1) jointed, fissured, and slickensided materials; (2) soils with pockets or layers of sand or gravel; (3) limestone with vertical and angular fracture planes; and (4) soils and rocks with groundwater seepage occurring. Slopes in these types of soils may become unstable during periods of wet weather or as loads are applied to the top and/or along the slope. The stability is also affected by weather conditions, excavation depth, adjacent structures, construction equipment, and the length of time the excavation will remain open. Caution is advised when making excavations since cave-ins could occur and create an unsafe worker condition. Soils can typically be excavated with conventional earthmoving equipment. However, excavation equipment varies and field conditions may vary. Generally the weathering process is erratic and variations in the weathered and unweathered limestone rock or profile can occur in short vertical and horizontal distances. Therefore, it is possible that some weathered and unweathered rock will be difficult to excavate and will require difficult excavation techniques. Penetration into and through the rock typically requires large heavy duty track hoes with rock tooth buckets, the use of hoe ram attachments and rock saws. Foundation installation will require rock tooth auger bits, and could also require core barrels, drop chisels and other hard rock tools. Excavations should be shored to provide stability up-slope and to protect construction workers. In all cases, the requirements of the Occupational Safety and Health Administration (OSHA) must be followed. It is important for the contractor to monitor the slope stability by observation and measurement, and to prevent excessive loads (especially heavy vibratory loads) from being applied to the slope. The contractor should be responsible for maintaining the slopes in a safe condition during construction and the use of slope stability monitoring equipment is recommended. This report has not been prepared for trench safety and/or excavation and fill slope design. --------------------------------------------LANDTECENG~ESRS 1564 Bonnie Brae Pvmt Design 20 In the Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly enforced and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. LandTec Engineers, LLC does not assume responsibility for construction site safety or the contractor's or other parties' compliance with the local, state, and federal safety or other regulations. 6.8 Shallow Subsurface Seepage Shallow seepage was observed in several borings. Therefore, shallow subsurface seepage could be encountered within excavations depending on the depth of the excavation and rainfall prior to construction. Basically, it is anticipated the seepage can be allowed to drain into a sump or ditch within the excavation and the water can be pumped. The decision as to the method for handling seepage water, depends upon such factors as the soil characteristics within the excavation depth. site hydrogeology, the size and depth of the excavation, method of excavation and side slopes, the proximity of existing structures, their depth and foundation type, and the design and function of the proposed structure. LANDTEC ENGINEERS 1564 Bonnie Brae Pvmt Design 21 Choice of a particular method or a combination of methods for dewatering any given excavation will require an analysis of the subsurface soil and seepage conditions, the requirements of the work, and the contractor's experience with dewatering excavations. Once these facts are known, consideration can be given to the various methods available for handling ground water and a selection can be made as to a suitable method. A certain amount of flexibility is important in the dewatering process. Although a geotechnical study has been made, some unanticipated subsurface conditions could exist. LANDT-e<: eNGINEERS 1564 Bonnie Brae Pvmt Design 22 7 RECOMMENDED TESTING AND FREQUENCY 7.1 General The following field and laboratory testing, and frequencies are recommended. These are not intended to encompass all testing requirements for the project, but merely to guide in the overall quality control of the project and are not necessarily limited to the following. 7.2 Earthwork Fill material placed within the roadway and embankment areas should be compacted in maximum of eight (8)-inch loose lifts to a minimum of 95% of Standard Proctor at a moisture content ranging from two (2) percentage points below optimum to five {5) percentage points above optimum (-2 to +5) for soils with a Plasticity Index (PI) of 20 or less. For soils with PI over 20, the moisture content should be optimum to five over (0 to +5). Field density tests should be performed on the compacted fill at the rate of one test per each 250 linear feet of lane direction per lift. A minimum of two (2) tests per lift should be required, regardless of the area. 7.3 Pavement Subgrade Once the final grades are achieved, the subgrade should be observed to determine the soil type. Subgrade samples should be obtained and tested in the laboratory to determine the appropriate stabilization additive and optimum content needed. During application and mixing, depth checks and gradation tests should be made by the testing laboratory. Gradation tests should be performed for each 250 linear feet of roadway per lane direction with a minimum of one test per section. A check for correct depth of stabilization should also be made. Compact the stabilized subgrade to a density of not less than 100 percent of the maximum dry density determined by Standard Proctor (ASTM 0698) at a moisture content ranging from optimum to four percentage points above optimum (0 to +4). Maintain the moisture content and integrity of the completed subgrade section until the pavement is placed. ----------------------lANDTEC EI'IIGlNEERS 1564 Bonnie Brae Pvmt Design 23 Field density tests should be taken at the rate of one test per each 250 linear feet of lane direction with a minimum of two (2) tests per section. 7.4 Trench Backfill Trench backfill for utilities should be properly placed and compacted. Dense or dry backfill can swell and create a mound along the ditch line. Loose or wet backfill can settle and form a depression along the ditch line. Distress to overlying structures, pavements, side walks, etc. can occur if heaving or settling happens. A granular bedding material is recommended for pipe bedding. Clean coarse sand, well rounded pea gravel, or well graded crushed rock make good bedding materials. Care should be taken to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures or pavements. The use of concrete cut-off collars or clay plugs may be required to prevent this from occurring. If the on-site soils are used for trench backfill, they should be compacted to between 95 and 100 percent of Standard Proctor (ASTM D 698) at a moisture content ranging from optimum to four percentage points above optimum (0 to +4). Field density tests should be taken at the rate of one test per lift, per each 200 linear feet of trench. 7.5 Summary of Testing General Earthwork Density: Moisture: Lift Thickness: Field Density Tests: Subgrade Sampling Minimum of 95% of Standard Proctor -2 to +5 (soils with PI < 20) & 0 to +5 (soils with PI >20) 8 inch loose lifts 1 test per each 200 linear feet of lane direction per lift Upon the completion of final subgrade and after installation of utilities, sample the subgrade each 200 to 300 linear feet per lane direction to eight (8)-inch depth or as directed by the geotechnical engineer. Perform Atterberg Limits and pH tests versus the selected stabilization additive for several different percentages, i.e. 2, 4, 6 and 8 percent, on selected representative samples. ---------------------LANDTeC ENGINEERS 1564 Bonnie Brae Pvmt Design 24 Stabilized Subgrade Density: Minimum of 100% of Standard Proctor 0698 Moisture: 0 to +4 Lift Thickness: 8 inches Field Density Tests: 1 test each 250 linear feet of roadway per lane direction Field Gradation: 1 per each 250 linear feet per lane direction Depth Check: 1 per each 250 linear feet per lane direction Trench and Culvert Backfill Density: Minimum of 95% and Maximum of 100% of Standard Proctor (ASTM 0 698) Moisture: -1 to +4 Lift Thickness: 8 to 12 inches Field Density 1 test per lift each 200 linear feet of trench; 1 test per Tests: lift each 2,500 square feet of surface area for culvert backfill; in fill sections under paving, the top 2 feet of backfill must be compacted to a minimum of 100%. Crushed Limestone Flexible Base Density: Minimum of 95% of Modified Proctor (01557) Moisture: -1 to +3 Lift Thickness: 8 inches (maximum) Field Density 1 test per each 250 linear feet per lane Tests: direction with minimum of 2 tests per lift --------------------------------------------LANDTECENGJNEERS 1564 Bonnie Brae Pvmt Design 25 8 GENERALCOMMENTS In any geotechnical study, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the boring. However, during construction, anomalies in the subsurface conditions are quite often revealed. Therefore, it is recommended that the project geotechnical engineer be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the project geotechnical engineer to stay abreast with the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. It is proposed that construction observation commence at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the geotechnical I materials engineer. This results in a clear, direct line of communication between the owner or his representative and the geotechnical I materials engineer. The services described in this report were performed consistent with generally accepted geotechnical engineering principles and practices. No other warranty, expressed or implied, is made. These services were performed in agreement with our client. This report is solely for the use and information of our client unless otherwise noted. Any reliance on this report by a third party is at such party's sole risk. Opinions and recommendations contained in this report apply to conditions existing when services were performed and are intended only for the client, purposes, locations, time frames, and project parameters indicated. We do not warrant the accuracy of information supplied by others, or the use of segregated portions of this report. The conclusions and recommendations in this report are invalid if: • the design loads change; • the structure is relocated; ----------------------------------------------LANDTeCeNGINEERS 1564 Bonnie Brae Pvmt Design 26 • the report is used for adjacent or other property or buildings; • grades, ground-water levels, or both, change between the issuance of this report and construction; • any other change is implemented that materially alters the project from that proposed when this report was prepared The boring log does not provide a warranty of the conditions that may exist at the entire site. The extent and nature of subsurface soil and ground-water variations may not become evident until construction begins. Variations in soil conditions between borings could possibly exist between or beyond the points of exploration or groundwater elevations may change, both of which may require additional studies, consultation, and possible design revisions. Any person associated with this project who observes conditions or features of the site or surrounding areas that are different from those described in this report should report the differences immediately for consideration and evaluation. This report was prepared solely for the use of our client and should be reviewed in its entirety. It is recommended that LANDTEC be retained to review those portions of the plans and specifications for this project that pertain to geotechnical recommendations contained in this report as a means to determine whether the recommendations have been interpreted as intended. This is typically done when the plans are at th e 50 to 75 percent design level. --------------------------------------------LANDTECENGINEERS 1564 Bonnie Brae Pvmt Design 27 APPENDIX A Project: Bonnie Bme Street Denton, Texas Project Number: 1564 ~ =•I ~ _Jl! -5-~ _ U6 U7 ·.··: ·---f...::'-'--·._,:· U8 _..:_. Location: See Plan of Borings Surface El.: 607.0 MATERJAL DESCRIPTION CLAY, brown & gray, stiff, moist (FILL) SAND, tan & gray w/ traces of clay, moist (FILL) LEAN CLAY, tan, stiff, moist t d) s 0 .b4-< ~!!l .., p., '1:l fa :r: 2.5 1.5 4.5 601.0 1.0 599.0 3.0 co '$. 00 ·.c J.t.c i!' g--.., ..,"' > 5~ 0 ~ P..;:Q ~ BORING LOG BB-01 Sheet I of I :§ ...l -~ il:: 22.4 98.1 54 19 35 87 0.7 17.7 ~ _J12_~ f-10-!QTI ~ -~~~~~~----~----~----~~~5~9~6~.0~---~--~~---+--~--~--4---+---~~--~ f-_ LEAN CLAY, tan w/gray, stiff to very stiff, dry to moist I--~ ~ _0J c-]5-01 f-- f-- --fiTI 3.5 18.3 110.1 36 17 19 89 2.6 4.5 --~ 5~ -20~~~~------------------------------~~1----~--+---r---~--~~---4---+---+---+--~ I-- ~ - ~ - I-- f-25- ~ - f-- f-- -- a -30- 55-- !:;-- ql--g~ - ~35- jf-- ;;::~ - q~ -~~ - !n f-40- '.9 f--~~ - ~--~-- lll-45-.... .., f--~ ii) 1--- ~ 1-- ~ - > ~50-Ul ....l f--e!. ~ f-- ~ - Q ~ -~ ~ Remarks: Dry @ completion & dry after 24 hours. '-55 0 Completion Depth: 20 ft 0 ....l 0 ~ 0 Ill Date: 311511 I LANDTEC Soil and rock descriptions oo this boring log are a compliation of data collected m both the field and the laboratory. The stratilicatioo lines represent the approximate boundary between soil types and the transition can be gradual. FIGUREA2 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-02 Project Number: 1564 Sheet 1 of 1 Location: See Plan of Borings ..: j I!) [/) E ~ I!) ·~~ u I!) 1'!0 ~ .<;::: :§ d) Ul [/) Surface El.: 597.4 13 0 0 C1)~ .5 ] bO~ i'$23 <2 I!) ;:J 0 '.;::l~ c t:l .EJ...r ~ .... s·-.... . l l3<+-< ....1 ....1 'rn IZl S't 4 .._ £:--I!) g -~! cit .€ gjO 0 s::2l I!) Ill ;. :'52 .g rr I!) fi~ 0 0 s:: ._g tl-.~ OS:: [/) ! tl-. 0 :;Eo t:l ::l gj U., .sr ~· A ""' tl-.-~ u ~ E: E 0 0 0~ ~ ~ ....1 z [/) tl-. s:: MATERIAL DESCRIPTION ;:J 1--&!-LEAN CLAY, tan, calcareous, very stiff, dry 4.5+ 12.2 111.6 2.4 ~ w/iron stains 1--4.0 f--~ 1--~ 1-5 -~ 3.0 1--~ 1--e!a 3.0 37 17 20 86 1--~ 1--U9 2.5 f--10-~ f--585.4 1-- 1--~ I LEAN CLAY, tan, very stiff, dry, calcareous f--w/gravel 3.25 1-15-~ 12.0 f--581.4 1--~ GRAVEL w/c1ay, tan, sandy, dense, dry 1--+-- 1--S13 577.4 50 1-20 . f-- 1-- 1-- f-- f--25- 1-- f-- f-- 1-- 1-30- f-- 1-- .I-- 1-- 1-35- 1-- 1-- •f-- 1-- 1-40- f-- f-- 1-- f-- f--45- 1-- 1-- f-- 1-- I-50- 1-- 1-- 1-- f-- f--55 Completion Depth: 20 ft Remarks: Dry@ completion & dry after 24 hours. Date: 3/15/11 .. . . Soil and rock descnpttons on thiS bormg log are a compliabon of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual FIGUREA3 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-03 Project Number: 1564 Sheet I of I Location: See Plan of Borings ..: .1' 4) (/} ll ..c: ~ C!J ;;. u 1:10 ~ ·~ ~ ~ blli'; ·;;; tM Q) (/} Surface El.: 583.8 e 0)~ :§ '§ "Cl :cJll Cll oo ..s ~ 4) :::> 0 ·.a r.z.. c 0 2 ..," :s: ..... ;J ·~ Cii .... " .s 0.. --.b.._. jg~ C!J -~ 5 ....l .£ E't ~ 0 gll ;;. ~ c& :9 0 gjO & C!J C!J ::J: 0 0 .... '+=l ·~ IJ..,~ 01'1 (/} 1 IJ.., 5 0 0 ::E§ 0 ;:I gj U4l 4) 3 ';:{(· 0 "Cl IJ..,-P:: u ~ ;:;:: gj 0 0 0~ 1ii a:l ;:;:: z (/} 1'1 MATERIAL DESCRIPTION ::r: :::> Ul CLAY, dark brown, very stiff, dry 4.5+ --m--ill 4.5 19.4 104.6 50 21 29 92 2.7 U4 579.8 f-5-~ LEAN CLAY, brown & tan, very stiff, dry 4.0 1--.!:!§. w/calcareous material f--Jl]_ 4.25 43 17 26 91 -!!ll -U9 4.0 f-10-~ - -570.8 1-!·} SAND & GRAVEL, tan, medium dense, wet f--Sll 20 13.7 16 1-15-- f--566.8 f--~ - - SHAL Y LIMESTONE, gray w/tan, moderately --rm hard, moist w/gray shale layers 100/ -20 563.8 ~ 1- 1- 1-- 1-- 1-25- 1-- 1-- 1-- f-- L30- L - f-- .~ - 1-- f-35- - - - 1-- 1-40- 1-- 1-- f-- 1-- f-45- 1-- 1-- - '-- r-50-L - -- -- - - -55 Completion Depth: 20 ft Remarks: Seepage observed@ 14' during drilling. Water level@ 8' in Date: 3/15111 24 hours. .. . . Soil and rock descnpi!Ons on thtS bormg log are a compliatxm of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual FIGUREA4 Project: Bonnie Brae Street Denton, Texas Project Number: 1564 Location: See Plan of Borings Surface El.: 576.9 MATERIAL DESCRIPTION CLAY, dark brown, stiff, moist .: 11> 'Q) e 0 ~""' ~$1 OJ p.. '0 fa :I: 1.5 0.5 1.5 2.25 568.9 1--~ 1--~ 1--~ 1--~ 1-5 -~ 1--~ 1--~ ,_ U8 LEAN CLAY, tan & gray, stiff, moist 1.5 1-10-Jill] w/calcareous material & gravel ..... ~ ~ 0 0 0 ·~~ ~ t:l .~:::--> g ~ ~ 0 0 OJ.9 11> P..a:~ ~ BORING LOG BB-04 Sheet 1 of 1 ..r 11> >< > :§ ..... :§ 11> 11> "Ci)c..-c v'C!! ·a '0 bl)~ [(j~ OJ .s ili ~""' ;.::3 -~en ... . ....:l .€ S't ·8 .a c8. :sl u gjO -~ u p..~ 0 ~ ;:s§ t:l ::s '+l U., 3' l{j ~-ot5 u ·Ei p:: 0 ~ p:: :5 ::> 33.2 88.0 1.2 31.7 92.0 60 23 37 95 0.5 21.6 ,_ -m~ 1-- ,_ -~F~a~~~~~~~~--~~~~--~5M~.9+---I--~--+--4--~--+--+--~--+--+~ f-_ SHAL Y LIMESTONE, gray, hard, moist to dry f-- r-15 [I I f.-.1=;.. 1 00/ r--=--(::r==l 559.9 I" 1--F-±~--~~~~~------~~--~~~--~~~---~---+---+---+---+---+---+---+--~--~--~ 1-_ ~ SHALE, dark gray, very stiff to moderately 1--hard, dry 1--ln21--556.9 75 l-20~~~~--------------------------~~~---~~4---~-+---+--~--+--,~-+--~~ r-- 1-- 1-- f-- 25- 1- r-- r-- 1-- oL30- SS-- !:;--q_ ~~-- ~ t-35- ,..~t-- §1-- •1--"'~ r-- ~ 40- ~~--_r-- l!lr--~f-- Ill r-45-::2:; ~-- en -6-- ~-- > t-50-~ - !91-- 5t--~f--?f-55~~--~-------------------,------------~--_L--~--~--L-~--~ __ _L __ _L __ ~ __ l_~ § Completion Depth: 20 ft o Date: 3/15/11 Remarks: Seepage observed@ 10' during drilling. Water level measured 5'@ completion. Water level@ 4' after 24 hours. ~ 0 lll'="LAN--=""=-=-=o::-:-r=e=:c=-------:::-so-=u-an""'d-roc--:k-d:-es-cnp!IO-:-. -:-. _ns_o_n -:-th:-JS :-bo--:nn-g7Io-g-are_a_c-om-p71ia--:tio-n-of""'da:-ta-c-o""Ue""'cte""'d,...,.m--:bo-th-:-.-th-e fi""'e:-:-ld-an""'d71h""'e Ia'"'bo_ra_t_ory-.-=Th=-e-------------,F"""r'""o"'"URE------AS.,....J stratification Jines represent the appro,imale boundary between soil types and the transition can be gradual Project: Bonnie Brae Street Denton, Texas BORING LOG BB-05 Project Number: 1564 Sheet I of I Location: See Plan of Borings ..... ~ .., CIJ .., ~ ;> u 4) ..... :-$?. :§ :§ .., ·;;;~ 4) Surface El.: 575.0 e s::o 0)~ ""d bOi'; Ul CIJ oo 0 "i) .s f{$21 ~ .., ;:::> 0 ·.;:;~ c Cl .a..:-~ .... s·-~~ .s l --.b.._. "'--.., ·8B ....:l ....:l .€ ."' CIJ :g 5!!1 .bUl ;> ~ c& ""d u gjO fr g~ 0 ·;:; ·~ u p...~ oc p... u :::E§ Cl -~ ug CIJ e .., .Sf :-$?.· Cl "0 ~ii5 ~ u ..... ....:l P:: 0 0 c.)CIJ £ Ia ·a P:: :z. c MATERIAL DESCRIPTION :r: ;:::> ;:::> &!. ~ CLAY, dark brown, stiff; moist -1.0 1-- -U2 1-+u3 1.5 31.8 89.0 60 24 36 95 0.5 1--+u4 1-571.0 1-5 -~ ~ CLAY, brown, stiff, moist 2.5 U6 569.0 1-U7 ~ CLAY, brown & tan, very stiff, moist w/gravel 4.5+ 24.1 100.6 54 20 34 81 1-- 1-lJ8 567.0 1-U9 177' SHALY CLAY, tan & gray, very stiff, dry, 4.0 1-IO it.JIC 1-Z-;; blocky 1--~ 563.0 -- 1--WJ 1--SHALE, brownish gray, very stiff, dry, fissle 1--4.5+ 20.5 109.5 56 23 33 99 1--~ 1--IS-1--- --558.0 --F? LIMESTONE, gray to light gray, hard, dry - 100/ 20 1!13 l 555.0 2" 1'---- 1-- 1-- 1-- 1-25- 1-- 1-- 1-- 1-- 1-30- 1-- 1-- .f-- 1-- 1-35- 1-- 1-- •I-- 1-- 1-40- 1-- 1-- 1-- 1-- 1-45- 1-- 1-- 1-- 1-- I-50- 1-- 1-- 1-- 1-- I-55 Completion Depth: 20 ft Remarks: Seepage observed@ 18' during drilling. Water level@ 1.5' Date: 3/14111 after 24 hours. .. .. Soil and rock descnp!IDns on thts boring Jog are a complia!IDn of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the tnmsition can be gradual. FIGUREA6 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-06 Project Number: 1564 Sheet 1 of 1 Location: See Plan ofBorings *~ {{ Q) en ~ Q) -~f+-1 u .... '$. :§ .1::: d) Surface El.: 575.8 8 s::: 0 a) 'if. '0 bO&') 1'$ en 0 0 'd) .§ [G!!l ~ 0 0 ·.g~ Q A iJ...r ::s::""' ..5 s·-~~ l --~""' ....1 ....1 'en tZl -s' .b--Q) g' -~ 5 c& .€ gjO 0 s:::!!l ;> 1 0 if Q) Q)~ 0 0 .... ·.::: 0 ~~ 8~ en ! ~ 50 0 ;:E§ A ] ·.::: A Q) gj ;;§?.· '§ ~-~ u .1::: ....1 ~ 0 0 .;cn t:Q ;§ p:; z ;§ MA1ERIAL DESCRIPTION :I: 1--~ I LEAN CLAY to CLAY, dark brown, stiff, dry 3.0 U2 to moist, silty & sandy -lB 1---lJ4 3.0 1--+--=--'- 1-5-~ 3.5 20.4 106.9 45 18 27 93 2.4 1-U6 569.8 1---m-~ LEAN CLAY, brown, stiff to very stiff, moist 3.5 1---~ 1--U9 3.0 19.4 109.1 41 18 23 93 3.1 r-IO-~ 1-- 1--~ 562.8 1-lUll 17-:r SHAL Y CLAY, gray & brown, very stiff, moist 4.5+ 24.9 f--uu f-7~ 1-15 ~ f---558.8 1--- 1---SHALE, dark gray, very stiff, moist to dry --1--fill 1-20 -_ 555.8 63 1-- 1-- - f--- f--25- 1-- 1-- 1-- -- '-30- r - - - .- - r-35- 1-- 1-- •I-- 1-- 40- - - - 1-- 1-45- 1--- 1--- 1-- 1-- I-50- 1-- 1-- 1-- 1-- I-55 Completion Depth: 20ft Remarks: Seepage observed@ 18' during drilling. Water level@ 6.5' Date: 3/14/11 after 24 hours. .. .. Soil and rock descnptlons on thiS bormg Jog are a compliatloo of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGURE A? Project: Bonnie Brae Street Denton, Texas BORJNGLOG BB-07 Project Number: 1564 Sheet 1 of I Location: See Plan of Borings Surface El.: 638.9 MATERIAL DESCRIPTION LEAN CLAY, reddish orange, very w/iron ore particles SANDY LEAN CLAY, orange & tan, very stiff, dry w/iron ore particles 4.5 632.9 4.5 CLAYEY SAND, orange, very stiff, dry w/limestone fragments & calcareous material 630.9 I WEA 1HERED LIMESTONE, tan, hard, dry I 00/ w/tan clay seams l" 621.9 100/ I" ;;{!. ~ Q > ~ 0 ~ ~ Q .§; 4) ~ > .-:::: .-:::: '(ii~ 4.) ~ .41 .§ j '0 16!1 a ..r ~ ..... .s .. -.....1 .~ .52 !1 i!' g. 0 01::: Q ·~ 0 ~8 ·.::: .-:::: ~ £ = ::::> 15.0 114.7 41 SHAL Y CLAY, tan gray & olive, very stiff, dry w/iron staining & w/dark red iron ore seams 4.5 21.7 105.6 59 22 37 98 3.4 4.5 611.9 ' SHALE, dark gray to olive gray, very stiff, dry w/iron stained fractures I 00/ 4--+~+------------------------------608.9 9.5" Remarks: Dry@ completion. Boring backfilled @ completion. Soil and rock descriptions oo !his boring log are a compliarioo of data collected in both !he field and !be laboratory. The stratilication lines represent !be approximate boundary between soil types and the transition can be gradual FIGURE AS Project: Bonnie Brae Street Denton, Texas BORJNGLOG BB-08 Project Number: 1564 Sheet 1 of I Location: See Plan of Borings .... ..s v IZl B 'Eh ~ v ·~~ u v s;lo '<f. ... .<;:: "t IZl Surface El.: 642.2 s C)'t?. ·u :§ .§ "'0 bO~ a'S.l!l ~ "' 00 ..s .!:a ::> 0 ·-JJ.. c 0 ai ~ ..... s·-.... " .s ~ ...._ ~ ..... ~---v ,...) ,...) .€ ."' IZl ~'fo 0 s;l.l!l ;:> g ·SB c-8. :'5l 0 :.qo 3-v"' 0 ·.p .,g p...~ 0 5 1 I!) 5~ ;:.EB 0 ;:1 IZl p... 0 ,g' ~ ~· U.~:~ 0 v ~ "'0 p...-~ u ;§ 0 0 ;§!Zl !a ~ ,...) p... z IZl p... MATERIAL DESCRIPTION :I: 1--m I CLAY, red & tan, very stiff, dry w/iron ore 4.5+ 1--m_ particles & sand seams 1--~ 22.2 99.8 55 23 32 66 1--e!li 4.5+ 1-5-Y?,_ U6 636.2 4.5+ - - -~ WEA1HERED LIMESTONE, tan, hard w/tan clay layers 634.2 -- 1--~ WEA1HERED LIMESTONE, tan, hard, dry 1-10 w/tan clay seams & layers 100/ T7 1-~ 3.5" 1-- 1-- 1-- -15 100/ -T8 (f 3" 0 625.2 1--~ SHAL Y LIMESTONE, light gray, hard, dry -- -T9 T 622.2 100/ -20 ~ 1-- 1-- 1-- 1-- 1-25- 1-- - - -- - - -30- - - --.- 1-- 1-35- 1-- 1-- •I-- 1-- 1-40- 1-- 1-- -- -- -45- 1-- 1-- 1-- 1-- I-50- 1-- 1-- 1-- 1-- -55 Completion Depth: 20 ft Remarks: Dry @ completion. Boring backfilled @ completion. Date: 3/16/11 .. . . Soil and rock descnpbons on !his bormg log are a compliabon of data collected m both the field and the laboratory. The stratiJication lines represent the approximate boundary between soil types and the transition can be gradual FIGUREA9 Project: Bonnie Brae Street Denton, Texas Project Nmnber: 1564 f--~~ U2~ =~fB 1-5-~Vj ~ l~~ f--10 . f--rll 12f~~ 1-- 1-- f-- Location: See Plan of Borings SurfaceEl.: 646.1 MATERIAL DESCRIPTION SANDY LEAN CLAY, reddish brown to orange, very stiff, dry CLAYEY SAND, reddish orange, very stiff, dry w/iron ore particles GRAVEL & reddish brown sandy lean clay, moist WEA TIIERED LIMESTONE, tan, hard, dry w/tan clay seams & layers 4.5+ 644.1 4.5+ 640.1 4.5+ 636.1 100/ 3" 100/ 2" 9.5 BORING LOG BB-09 Sheet I of I 20.0 I 11.1 39 21 18 40 2.1 r-15 T8~ 1---1--"-'--1-::;k-r 1--r ~T~~--~~~~~~~~~--~--~~--~~~---~---+---+---+---+---+---+---+---+---+--~ f-- f-- 629.1 SHAL Y LIMESTONE, light gray, hard, dry 100/ 1-20 T9 I 1--- f-- 1--- 1--- 1--25- f--- f-- f-- - 2i 1--30- Si--s-- ~ -u ~ - ~f--35- ,JI--- ii:l--- ~~--~ - 1;; 40- ~ - -tXl gjL - ~~--- ~ 45-:3-- Cii-- 6-- ~~--;;:; so- § - ~ -::>r-- 626.1 1.25" ~f--~f-SS_L~--~-------------------,------------~--_L __ J_ __ ~ __ L_~--~--_L __ _L __ ~ __ l_~ Remarks: Dry @ completion. Boring backfilled @ completion. 8 Completion Depth: 20 ft ~ Date: 3/16/11 ~ g~~~~~~----~~~~~77~~~~~~~~~~~~~~~~~~~~~~~----------~~~~ LANDTEC Soil and rock descnpllOns oo this boring log are a compliai:IOO of data collected m both the field and the laboralory. The FIGURE AI 0 srratificalion lines represenlthe approximale boundary between soil types and !he rransitioo can be gradual. Project: Bonnie Brae Street Denton, Texas BORING LOG BB-10 Project Number: 1564 Sheet I of 1 Location: See Plan of Borings ~ft .J' <!) en 'Eh ~ <!) -~~ ...., u Surface El.: 64 5. 6 s ~0 "it. GJ';]( :§ :§ bOi) <!) en ·u "0 ~.l!l "' 0 0 .s $ <!) ::::> 0 ·,a~ c 0 .... .J' ~ ..... a·-.... " .s 1 -.. .g ..... ~--<!) .~~ ~ ~ .€ ·men S'~ 0 s;::.l!l ;> g' c& :9 0 1{10 & <!) ~~ 0 Os;:: ::s '.;:l 0 p..~ 0 ~ -s p.. 0 ::E8 0 ] ~ UQ) 0 en <!) .sr ::R· oc75 "t:: p..-~ 8 0 0 ;>, !a I:Q ~ p.. z ~ en p.. MATERIAL DESCRIPTION :11 :::> f---Ul · CLAYEY SAND, reddish brown, soft, wet 644.1 1.0 16.6 115.6 22 13 9 48 0.4 r. w/iron ore particles f---CLAY, reddish brown, very stiff, dry to moist f---U2 w/iron ore gravel 4.5+ 24.2 101.4 51 21 30 65 1.5 f---- -5-U3 640.6 CLAY, tan & orange, very stiff, dry w/iron ore 4.5+ --- --U4 gravel 4.5+ 20.7 110.8 48 16 32 59 1.1 -f--636.6 f---us I LEAN CLAY, limy & shaly, tan, very stiff, dry 4.5+ 1--10-f--w/iron staining & occasional severly weathered 1--limestone seams f--- f--- f--~ 630.6 100/ -15 5" ~ SHAL Y LIMESTONE, gray, moderately hard, 1'--"---' L... -dry w/gray shale seams -- - -n 625.6 100/ 20 3" ['-='---! 1-- f-- f--- L... - f--25- f-- -- - -- 30- - -- f-- f---35- f--- -- ·-- - -40- -- -- - f--- f--45- f--- f--- f-- f-- f---50- L... - -- -- -- -55 Completion Depth: 20 ft Remarks: Dry@ completion. Date: 5/18/11 .. Soil and rock descnpoons on 1his bormg log are a compliaoon of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual FIGURE All ii) § ~ ~ ~ Project: Bonnie Brae Street Denton, Texas Project Nmnber: 1564 ~ ·~~ Location: See Plan of Borings Surface El.: 646.7 MATERIAL DESCRIPTION CLAY, reddish orange, stiff to very stiff, dry to moist w/iron ore gravel 2.0 4.5+ BORING LOG BB-11 Sheet 1 of I 20.0 104.4 1.0 22.4 101.8 45 21 24 62 1.6 23.9 108.0 61 24 37 36 1.2 1--f----ra ~ 5-U3~~~*-~~~~~~------~~~------~~+.~-~--~--~~---+---+---+---+--~--~--~ ~ -f----~ -U4~ 641.7 LEAN CLAY, limy, tan, very stiff, dry 4.5 638.7 4.5+ 14.7 I 17.0 42 18 24 83 4.0 1-~ -~~ :'•:,!§_1 ~=~I r-15-~ 1--~~ ~=-::-:--:---~~f-----+---+--+-----+---+------+---+---+----J----J ~ _ SHAL Y LIMESTONE, light gray, soft to ~ _ moderately hard, dry w/gray shale seams ~20 T8 f--Lr LEAN CLAY, limy & shaly, tan, very stiff, dry 4.5+ w/iron stained fractures & some severely 80 weathered limestone seams 100/ 630.7 7" 626.7 100/ I~ ~ - 1-- 1-- 1-- r-25- 1-- 1-- 1-- -- 1-30- 1-- -- - 1-- ~35- 1-- 1-- - - 1-40- 1-- 1-- 1-- - 1-45- 1-- -- - 1-- 50- ~ - 1-- 1--Q \:;:1--?I-55~-~---L--------------------,-------------_L __ _L __ _L __ ~--~--L_ __ L_ __ L_~--~--~--~ 8 Completion Depth: 20ft ~ Date: 5118111 Remarks: Dry @ completion. ~ g '="LAN-=-~o=T=ec==-----;;-so"""il-an""""d,-roc-:-k d7es-c"'""ripbons--:.:---oo--:this~bo-rm-:--g:-log_ar_e_a_c-om-p-::lia--,tJo,-n-o-=r-=-da-ta-c-:oDec:---,ted..,.,..m-::both-:-th-:-e--,fie::-:":'ld-an"'""d-::th-e '""labora,---tory:--. Th=-e-----"""""'FI,...,G""URE='".........,A-:1~2 stratification lines represent the approximate boundary between soil types and the transition can be gradual. Project: Bonnie Brae Street Denton, Texas BORING LOG BB-12 Project Number: 1564 Sheet I of 1 Location: See Plan of Borings ..: ..r 4.) en * :§ ~ 4.) > (.) ~0 ~ .t:: .t:: bJl5; 'Ci} 'H Q) en Surface El.: 647.2 e Q)'Cf. .§ .§ "0 ~.l!l VJ 00 4.) .E ~ ~ :::> 0 ·-~-t.. ~ Q Ei ... P:: ..... s·-.... " .b.,_. ~--.....:1 .....:1 ."'en ~t .Iff ~ --4.).!!1 g VJ c cg, .€ gjO 0 > ·o .B :s! 0 i"l 4.>"' 0 ·.::: ·~ p..~ 8! & en 1 p.. i"l~ 0 ~§ Q .§-~ ~-Q "0 P..;:Q ~ (.) ~ .....:1 0 0 oen fa p.. p:; z :5 en MATERIAL DESCRIPTION :I: 1--~ I LEAN CLAY, reddish & brown, very stiff, dry 645.7 4.5+ 1--$ h. w/iron ore gravel 4.0 20.9 1--~ LEAN CLAY, limy, tan, very stiff, dry 3.5 16.4 113.3 42 17 25 93 1.8 U4 w/calcareous material 4.5+ 16.0 1--tu5 1-5 --shaly below 4' 4.5+ 11.7 125.1 3.7 !-=-641.2 1--LEAN CLAY, limy & shaly, tan, very stiff, dry 1--u w/some severly weathered limestone seams 4.5+ l1.8 109.3 34 12 22 93 1--!-'='-"- 1--I--100/ 1-10-J1. 7" f-- 1--634.2 ~ -- r -~ ~ SHAL Y LIMESTONE, light gray, moderately 100/ -15 hard, dry w/gray shale seams 631.7 4.75" - -~ LIMESTONE, light gray, hard, dry 1-- - T9 ::r 627.2 100/ J-20 2.5" 1-- 1-- 1-- 1-- 1-25- 1-- I-- I-- f-- 1-30- 1-- f-- .I-- 1-- I-35- I-- 1-- •I-- f-- 1--40- 1-- f-- f-- f-- 1-45- f-- L... - -- -- 50- 1-- 1-- f-- I-- I-55 Completion Depth: 20ft Remarks: Thy @ completion. Date: 5/18/11 . . .. Soil and rock descnpnons on thiS bonng log are a complianon of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGUREA13 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-13 Project Number: 1564 Sheet I of I Location: See Plan of Borings ..: ' G) en ~ ~ ., ;> u ..... ~ :§ ..... ·;;;~ ~ en Surface El.: 639.2 8 I': 0 v~ ] '"0 bO~ "'!!! <2 "' ;:::> 0 0 0 c .... .s s·-~ . ., ·.:::~ ~ ...... l -l:l._ 0 .a ..... • .....:1 ·.,en ~"! .s --.,!!I tl--G) 0' .~ 5 c& .0 ~0 0 ;> :g ~ & § g~ 0 ~ 0 .... ·c:; A.~ 0§ 1 0 ~§ 0 ::I ·.;::: en A. ., 0 ., CT ;:f?.· u-l:l 0 '"0 A.-~ u 8 ;J ~ 0 0 uen la Ill A. ii:: z en :5 MATERIAL DESCRIPTION :I:: 1--~ i CLAY, reddish brown, very stiff, dry w/iron 637.7 4.5+ 36 21 15 46 I--$ h ore particles 4.5+ 19.9 I--~ LEAN CLAY, limy, tan, very stiff, dry 4.5+ 12.7 20 13 7 1-U4 w/calcareous nodules & limestone fragments 635.2 4.5+ 15.1 1-5 -~ ~ SEVERELY WEATIIERED to WEATIIERED 100/ LIMESTONE, tan, very stiffw/interbedded tan 5.5" I--shaly limy clay seams & layers I-~ 0 10.6 I--630.7 I-li' 1 WEATIIERED LIMESTONE, light tan to 100/ T7 1-10 ~ grayish tan, moderately hard, dry 3.5" 1-- r--626.7 r--:I[ LIMESTONE, light gray, hard, dry 1-~ ~ w/occasional gray shale seams 100/ 1-15-1.5'' r--622.7 I--~ CLAYEY SHALE, dark gray, stiff, dry r-- 1-T9 IT.L 619.2 100/ r-20 I~ r-- r-- 1-- r-- r-25- f-- 1-- 1-- - 2i -30- ~-- E;-- C?-(.) ~~--- ~1-35- o-ll-- ;;::t--- :31-- ~ I-- t;; 1-40- ~I-- a:~ I-- l:!l I--~ I-- al t--45-.... "" f--~ Vi I-- 6 I-- ~ r-- iii t--50-g I-- lil I-- :::> I--0 ~ I-- I-55 § Completion Depth: 20 ft Remarks: Thy@ completion. 0 Date: 5/18/11 ~ 0 al .. .. LANDTEC Soil and rock descnptxms oo this boring log are a compliabon of data collected m both the field aod the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual FJGUREA14 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-14 Project Number: 1564 Sheet 1 of I ' Location: See Plan of Borings ..:' ..I' 0 CZl * ~ >< 0 ·~~ u c::o <fC. .<;:: .<;:: 0 ~ ] CZl Stuface El.: 626.2 e oo fi)';f.. .§ .§ ] bOi) ~~ ~ ;:::> 0 ·.all.. c 0 .z...r ~ ..... s·-... . .s ~ ...._ ll<+-< ro...._ 0 .~ 5 ....l ....l .€ • "' CZl S't 0 c::~ ll"' > ~ c& :::1 N ~0 0 o"'"' ll<~ 0 !'J & 1 0 !'J~ 0 ~§ 0 ::l .g 0 CZl ll< 0 3 ~ ~· u.t:J "0 ll<itl p:: u 8 0 0 ocn !ii ll< p:; z CZl 8 MATERIAL DESCRIPTION ::X:: 1--U1 ~ LEAN CLAY, brown, very stiff, dry 4.5+ 16.4 105.2 43 15 28 59 2.0 624.2 1-I LEAN CLAY, tan, calcareous, very stiff, dry 1--U2 w/calcareous nodules 4.5+ 13.1 59 1--1-- 5 -U3 620.2 4.5+ 15.2 117.0 35 14 21 61 3.7 -U4 I LEAN CLAY w/gravel, tan, very stiff, moist 4.5+ 15.2 55 1--1--w/gravel seams 1--us 4.5+ 1-10-'--- 1--615.2 1--CLAY, shaly, tan, very stiff, dry w/iron stained 1--f--fractures & w/yellow silty sand seams 1--U6 4.5+ 23.8 106.5 53 22 31 98 2.2 1-15-f-- 1-- 1-- 1--1-- 1--U7 1-20 606.2 4.5+ 1- 1- 1-- 1-- 1-25- 1-- 1-- 1-- 1-- -30- -- 1-- .1-- 1--- 1-35- 1-- 1--- 'I-- 1-- 1-40- 1--- 1-- 1-- 1-- 1-45- 1-- 1-- 1-- 1-- I-50- 1--- 1--- 1-- 1-- I--55 Completion Depth: 20 ft Remarks: Seepage obseJ.Ved @ 8' during drilling. Date: 4/15/11 . . .. Soil and rock descnpllons on tins bormg log are a complianoo of data collected m both the field and the laboratory. The stratification Jines represent the approximate boundary between soil types and the transition can be gradual. FIGUREAIS Project: Bonnie Brae Street Denton, Texas BORING LOG BB-15 Project Number: 1564 Sheet I of I Location: See Plan of Borings ..:' ~ 0) U) ~ ~ 0) ·~~ u !':0 ~ :§ :§ 4) 111 U) Surface El.: 637.4 e ·~&: ru't!. ·~ "0 bl)~ 11J!!l ~ ;:::;, g.._. c 0 Eli ~ .... .s s·-~t l J;l--....l ....l ."' U) .;3 --Etl 0) 0' c& .~ ~0 0 ;> ·5£ :2 0 & g~ 0 ~ ·~ ·.3 p..~ 8! .D ~ ::E§ 0 ::s U) ! p.. 0) 0 .S' ~· 0 "0 P..i:Q ~ u ·a ....l E: ~ 0 0 o{J) a ;:::;, E: z :5 MATERIAL DESCRIPTION :I:: t--Ul ~ CLAY, dark brown, very stiff, dry 4.5+ t--+-- t--U2 4.0 30.3 92.8 55 23 32 88 1--633.4 _(12 ~ S:LA Y ~:&·.tan, very stiff, dry wllime.~tone 36~! 120.9 1111.8 0.8 1--rragmcm~ ~-rocks 631.4 1--CLAY, shaly, tan & gray to olive tan, very stiff, 50/ f--U4 3.5 2" 25.5 104.2 59 22 37 97 1.2 f--f--dry w/iron stained fractures & w/dark gray I~ clayey shale seams below 18' 1---us 3.25 23.2 106.6 2.0 f-1-f-- - f-- _c._ -U6 4.5+ 21.7 106.1 52 23 29 98 2.3 -1-- f-- t-- 1---f-- t--U7 617.4 14.5+ 20.7 104.2 f- 1--- 1--- 1--- t-- t-'- 1--- t-- 1--- ~~--- §~ 1- - ~~--- -~~ - i- - ~~ - - - )- ~t-- flll--- !!:II--- ~~---0 lllf-,_ ~~--- ~~ - - -~t-)- §I-- e::t-- t-- ~~ - 0 Completion Depth: 20 ft Remarks: Seepage observed@ 19' during drilling. Water level@ 19' 3 0 Date: 4/15/11 after completion. ~ 0 Ill -A. .. ..J I II:'-Soil and rock. descriptions on this borin!! log are a0~p~!':.::r da_ta coDected in both the field and the.la~ratmy. The FIGUREA16 stratification lines represent the boundary soil types and the transition can be gradual. Bonnie Brae Street Project: Denton, Texas BORING LOG Project Number: 1564 Location: See Plan of Borings :u" j Ul Q) u ..... <[!. Q) Sl.Uface El.: 648.8 s !:lO G) 'if!. "' Ul -~~ ~ 1l ;:J 0 Q ,a...r :s:""' ~""' 0 .g ~ .._ I!) .~~ 0 5$) I!) "' > g c-8. g. 5 ~ 0 0 l':l Ul 1 p... ~ ;:so 0 0 ] p...~ u .1;: Ul :5 MA1ERIAL DESCRIPTION ::r: --~ ~ LEAN CLAY, brown, very stiff, dry 4.5+ U2 646.8 -~ LEAN CLAY, orange & tan, very stiff, dry 4.0 19.6 98.0 - -~ w/iron ore particles - -U5 4.5+ 11.5 -5-U6 642.8 -WEATiffiRED LIMESTONE, tan, moderately --hard, dry w/tan clay seams & layers - - - - -10-~ 100/ f-~ 5.25" 1-- 1-- f-- t-15-T8 100/ 1-632.3 2" 1--~ GRAVEL w/ red clay, dry 630.8 1-ill] I SHALE, clayey, dark gray w/tan, very stiff, dry 4.5+ f-- -20-~ w/tan sand partings - -626.8 --1--SHALE, dark gray to olive gray, very stiff, dry --'JTI f--w/light gray silty sand partings & seams 4.5+ --W1 L._ 17.5 105.0 -25-r=-=-1----f-- ---- ------- - -30-ill --100/ -- --9" ---- ----.---- '--f-- -35-TI4 f--100/ f--f--10" .::..::....: f--'--f--·--f-- --h1s f--608.8 100/ -40 ~ -- -- -- -- f-45- 1-- 1-- f-- f-- I-50- 1-- -- -- -- -55 Completion Depth: 40 ft Remarks: Dry@ completion. Dry after 24 hours. Date: 3/16/11 .. .. Soil and rock descnpnons on this bormg log are a compliabon of data collected m both the field and the laboratory. The srratification lines represent the approximate boundary belween soil types and the rransition can be gradual BB-16 Sheet 1 of 1 1!.) ~ I!) -~ ] .-::: I!) on~ "'""' '1::l ~$) .§ .5 s·-... . o-l ."' Ul S't -~ gjO :9 ·~ p...~ 0 l':l g. gj -~ ;:!;.· UIU ;:s p::; gj 0 0 0~ p::; z :5 48 21 27 51 1.4 50 19 31 99 3.5 FIGUREAI7 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-17 Project Number: 1564 Sheet I of I Location: See Plan of Borings * i 4) Cll ~ 4) > u ~0 1 ~ ~ .... '(ij 4-t tl rn Surface El.: 653.0 e Q)~ ] ] "0 bOa'; ~!!I <2:l "' ::> g .... 00 .s s·-4) ·.a r.r... ~ 0 .z...r :s: ..... ... . .s j --~--.~ ·., Cll ~t ij!!l g .,l'l c& :ao :g > ·o~ :g 0 4>"' 0 ·a 0 ,:c.~ Ol'l & ,:c. c~ 0 ::E§ 0 ::s ~ ·a ug 0 Cll ! ~~ 4) C1' ~ ~· "0 ~ u .-::: ;J 0 0 urn 1a l'l ,:c. ii: z ~ MATERIAL DESCRIPTION :r: ::> ::> f--UI CLAY, brown, stiff, dry w/limestone fragments 2.25 -- -U2 2.5 20.2 60 21 39 73 --- -5-U3 4.5+ 18.2 114.3 5.9 -- -U4 645.0 4.5+ 1--~ WEATIIERED LIMESTONE, tan, hard, dry f-lO w/tan clay seams 100/ T5 t21 1-~ 4.5" - - - - 1-15 T6 100/ 1-~ 636.0 2.5" 1-- f-7-,~-SHALY CLAY, red, tan & gray, very stiff, dry & w/ thin sand seams f--U7 4.5+ 1-20 633.0 1-- 1-- - - 25- - - 1-- 1-- 0 f---30- ;a~ - b 1-- I:! r--u s f-- 35-j - ;i::l-- 0 ~ - ~ - - li; -40- ~ - -Ql ~ -~ f-- Ill f---45-.... 'D 1--"' u; 1-- 6 f-- ~ 1-- > I-50-Ill ..l 1--~ ~ -- --0 it= L - ;?; -55 0 Completion Depth: 20 ft Remarks: Dry @ completion. 3 0 Date: 3/26111 ~ 0 Ql .. . . LANDTEC Soil and rock descnplloDS on this bormg log are a complial:lon of data collected m both the field and lhe laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual FIGURE AlB Project: Bonnie Brae Street Denton, Texas BORING LOG BB-18 Project Number: 1564 Sheet I of I Location: See Plan of Borings ~ ..J d) Cl) G) ,.Q ~ d) > ..., u Surface El.: 649.8 s s::o ~ Q)~ ·a .-<;: :§ "tl blli> "(j)f+.,c d) ] Cl) 00 .§ ~.f!l .e ::> 0 ·a 11.. ~ 0 .a..J ~ ..... .s s·-... . .£3 i ..__ ~ .... 15---.....l .....l .€ . "' til !ft 0 ij.f!l > g -~~ c& :sa 0 !{10 fr 1:l ~ 0 0 s:: ·a ] p..~ 0 s:: til t p.. d) 0 ~ ;:Eo 0 3 !{! ~· ~~ 0 ~ P-ill u 8 A: 0 0 Cl) p.. z s:: MATERIAL DESCRIPTION ::::> v· CLAYEY SAND, dark brown to brown, firm, 1--Ul ~ moist w/sandy lean clay seams (possible FILL) 1.25 15.7 107.0 1--1-- 1--U2 <')( 645.8 0.25 16.7 107.0 20 13 7 52 0.4 1-~ CLAY, brown, stiff, moist 1-5 -U3 1.5 24.6 54 20 34 71 1--1-- 1--U4 641.8 4.5 52 19 33 71 1-~ LEAN CLAY, tan, calcareous, stiff, moist 1--us 2.5 1--10-1--639.3 r--Ed WEATIIERED LIMESTONE, tan, hard, dry L -636.8 1-~ SHAL Y CLAY, tan & gray, very stiff dry w/ 1--U6 iron ore seams 4.5+ 21.3 108.2 57 23 34 100 1.1 t-15 ~ 1-- 1--~ 1--1-- 1--U7 629.8 3.5 t-20 1-- 1-- 1-- 1-- 1--25- 1-- 1-- 1-- I-- 1-30- 1-- I-- .I- 1-- 1-35- 1-- 1-- ·t-- 1-- 1-40- 1-- 1-- 1-- I-- 1-45- 1-- I-- 1-- 1-- I-50- 1-- 1-- 1-- 1-- I-55 Completion Depth: 20 ft Remarks: Dry @ completion. Date: 3/26/11 . . .. Soil and rock descnpllons on this bormg log are a compliallon of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGUREAI9 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-19 Project Number: 1564 Sheet 1 of 1 Location: See Plan of Borings ~~ ...r "' {/} ~ ~ "' > u s::o ~ ~ :§ ·v.:(f...f 4) {/} Smface El.: 652.3 s G)~ ·u ] "0 bl)~ ~l!l ~ "' ;:J g .... 00 .s ·~ Ci5 "' ·,p~ Co Q a if ~ ..... ... . l "'--o-l S't if --~l!l .tl., "' 0' e;.g, .~ ~0 0 > ·SB "0 0 & "' "'13: 0 ~ ·;:; ·.:::: 0 ~~ 0 s:: 'S ~ 50 0 ::E§ Q ~ ·.:::: u~ {/} "' CT ;:R· Q "0 ~a:i ~ u ~ ;J ;:;::: :a "' 0 <)VJ £ !a ·a ;:;::: z s:: MATERIAL DESCRIPTION ::r:: ::> ;:J 1--U1 ~ SANDY LEAN CLAY, brown, stiff, dry 3.0 1- w/limestone fragments 650.3 1--U2 I LEAN CLAY, brown, stiff, moist w/iron ore 2.0 20.8 109.2 46 18 28 70 1.6 1--!-- particles & limestone fragments 1-5 -U3 646.3 3.0 19.8 1-~ LEAN CLAY, sandy, brown, stiff, dry w/iron 1--U4 4.5 16.6 115.2 41 15 26 42 1.8 1--~ ore particles 643.3 2.0 I-~ I WEATIIERED LIMESTONE, tan, hard, dry 100/ 1-JQ-w/tan clay seams 3.25" I-- I-- I-- f-- r-15-'TI 100/ I-2.5" I--0 634.3 I-~ SHAL Y CLAY, tan & gray, very stiff, dry 1--U8 632.3 4.0 r-20 I-- I-- - f-- 1-25- 1-- f-- 1-- r - 25 '-30 ~-- t3-- Cl -<.5 ~~-- 0 35-~ - ;;::r-- ~f-L!.l -~ f-40- ~~-- ml- l!:lf--~ - Ill 1-45-.... >D -"" <n 1-- 5 I- ~ I-- > I-50-~ I--!:!! ~ 1- I--0 1!:: - 13: I-55 g Completion Depth: 20 ft Remarks: Dry @ completion. ..l Date: 3/26/11 0 ~ 0 Ill .. LANDTEC Soil and rock descnptxms on IbiS bormg log are a compliabon ofdal3 collected m both the field and lhe laboratory. The slratification lines represent !he approximate boundary between soil types and the trnnsition can be gradnal. FIGUREA20 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-20 Project Number: 1564 Sheet I of I Location: See Plan of Borings .... ~ II) (/} il ~ II) :> u l=lo '#. .t:: .t:: ·u; 4-4 ~ (/} Surface El.: 649.5 s OJ 'if!. 'G) .§ .§ '1:l b06) ~ll c2 (I) ::> g 00 ,8....r ..s s·~ ~ ·.a~ f 0 ::::"" ~t ~ ...... ~---...l ...l .~ 'w (/} .£f ~~>"-' g .!!) !i c& gjO 0 !jll ~~ :> :sl -~ & 0 ol'l .~ t) ll<~ Ol'l (/} t Po. 0 ;:Eo 0 gj ·.a u,g II) 0 II) ~· 0 ] P-<;:Q ~ u 8 p:; IS 0 0 o(l} ...l z (/} Po. :§ MATERIAL DESCRIPTION ::r: 1--Ul ~ LEAN CLAY, dark brown, stiff to very stiff, 4.5 15.4 moist 1--+---- 1--U2 2.5 21.5 95.3 1.3 1--I-- 1-5-U3 643.5 4.5+ 1-~ LEAN CLAY, tan & brown, very stiff, dry 1--U4 w/calcareous material & limestone rocks 3.5 f--I-- 1--us 640.5 V-7 SIW. Y CLAY, light tan, very stiff, dry w/iron 3.5 1-]0 ~ stained fractures 1-- 1--636.5 -IZ:z SIW.Y CLAY, tan & gray, very stiff, dry 635.5 --U6 15--SIW.E, gray, stiff to very stiff, dry 4.5+ --_ f------ -l-->---- -U7 f--4.5+ 15.0 113.0 5.5 1-20 629.5 1-- 1-- 1-- 1-- t-25- 1-- f-- 1-- 1-- f-30- 1-- 1-- .f-- 1-- 1-35- 1-- 1-- •f-- f-- t-40- 1-- 1-- f-- 1-- t-45- 1-- f-- 1-- L - t-50- 1-- 1-- 1-- 1-- 55 Completion Depth: 20 ft Remarks: Dry@ completion. Date: 3 /26/ll .. .. Soil and rock descnptiOns on this bormg log are a compliai!On of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual FIGUREA2l Project: Bonnie Brae Street Denton, Texas BORING LOG BB-21 Project Number: 1564 Sheet 1 of I Location: See Plan of Borings ..... ..r <!) {/) ~ :§ ~ <!) -~~ u <!) .:o 'if!. ~ .-::: Q) "' {/) Surface El.: 650.8 s 00 OJ~ <!) ·s .5 "0 bij~ ~El ~ <!) ::> 0 ·.p~ c Cl _a..r ::: ..... ;:] ..s s·-.... " l --.b .... ~--...l .0 • U) {/) ~t .s <!)El <!) g "'r:: c& l(JC> 0 ;> ·o~ "0 0 5 <~>"' 0 ·:; ·.;:: ·c:; A<~ oc g. .c IJ,., G~ 0 ::E§ Cl l(j E ~~ {/) ~ <!) <:r ;;,<?.· Cl "0 IJ,.,-~ u 8 ;:] E:: 0 0 ,::0 z a IJ,., "' MATERIAL DESCRIPTION ::r: ::> 1--~ ~ LEAN CLAY, dark brown, very stiff, dry 4.5+ 17.8 43 21 22 79 648.8 - 1--~ I SANDY LEAN CLAY, brown & tan, very stiff, 4.5+ 11.1 106.7 27 18 9 73 3.3 1--w dry w/calcareous material 1-5 -4.5+ 9.1 t-=-644.8 1--~ WEATHERED LIMESTONE, tan, hard, dry 1-- f.-- w/tan clay seams & layers 1-- HO-tr4 100/ 1-~ 5" 1-- f.-- f.-- f--15 635.8 ~ ~ SHAL Y LIMESTONE, gray, hard, dry 100/ - -1.75" 1-- f.--631.8 f.- 1-20 T6 -SHALE, dark gray, very stiff, dry 630.8 76 1-- 1-- f.-- - 1-25- 1-- f.-- f.-- 1-- 1-30 f.-- f.-- - 1-- 1-35- 1-- 1-- 'I-- 1-- 1-40- 1-- 1-- f.-- 1-- r-45- 1-- 1-- 1-- 1-- r-so- 1-- 1-- 1-- 1-- I-55 Completion Depth: 20ft Remarks: Dry @ completion. Date: 3/26/11 .. . . Soil and rock descnp!IOns on this boring log are a compliab<m of data collected m both the field and the laboratory. Tbe stratification lines represent the approximate boundary between soil types and the transition can be graduaL FIGUREA22 --Ci !::> "' !5 Cl u ~ 0 ~ ...l ;;:: Cl 1-Ill ~ !;; ~ lXI l!l ~ lXI ;1; :!:! Vi § ~ Ill ...l ~ ~ 9 ~ Cl 0 ...l Cl ~ 0 lXI Project: Bonnie Brae Street Denton, Texas BORING LOG BB-22 Project Number: 1564 Sheet 1 of 1 -Ul -f----- 1--U2 · 1--1--- 1-5 rTI-~ 1-- 1-- 1-- I-- t-10 T4 I?? 1- I--~ I--1--- 1--us 1-15-1---~ 1-- 1--1---1-- 1--!----1-- I--U6 1-- t-20 - 1-- I-- I-- - t-25- - 1-- 1-- 1-- -30- - c.. - - I-- t-35- - - - - 40- I-- r-- 1-- - 45-- - 1-- 1-- 50- I-- - - ·- I-55 Location: See Plan of Borings Surface El.: 647.7 MATERIAL DESCRIPTION SANDY LEAN CLAY, brown, very stiff, dry w/limestone fragments & calcareous material WEATIIERED LIMESTONE, tan, hard, dry w/clay seams & layers 642.7 637.7 4.5 3.25 100/ 4.5" 14.9 110.3 37 14 23 59 2.1 13.8 114.2 SHALY CLAY, tan & gray, very stiff, dry, 86 w/vertical iron stained fracture full length of sample 4.5+ 20.6 94.4 631.7 SHALE, dark gray, very stiff, dry 627.7 45+ 16.3 107.0 Completion Depth: 20 ft Remarks: Dry@ completion. Date: 3/26/11 LANDTEC Soil and rock descriptions on this bormg log are a compliation of data collected m both the field and the laboratory. The stratification lines represent the approximate bonndary between soil types and the transition can be gradual FIGUREA23 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-23 Project Number: 1564 Sheet 1 of 1 Location: See Plan of Borings i .,J' 4> (/) a:; -a ~ G) > u s:::o '$. ..... :§ ·v;~ a:; en rn Surface El.: 649.7 s 0 0 G) if?. ·u '§ 't:l bOi:) 11JZI ~ G) ::> 0 ·.a Cl-t c 0 .a.,J' ::::: ..... ;.:i .s s·-... . l .b.._. «!-... ..J . en (/) S't .s -... G)Zl .ben G) g enS:: c& 0 ~0 0 > ·o2 :2 -~ & 5 G):s: 0 :~ fl..~ 0 s::: -s 50 u ;:g§ 0 ::s en ~~ 0 (/) fl.. G) .5r "' gj ;:R· 't:l fl..-..:: u 8 E:: 0 0 » fij Ill ..J E:: z s::: (/) MATERIAL DESCRIPTION :X: ::> U1 ~ CLAY, dark brown, stiff, moist, w/base 2.0 22.0 100.1 48 17 31 71 1--lJ2 material (FILL) 1--f--.=-= 1--~ 1-U4 645.7 1-5 -~ ~ LEAN CLAY, tan, calcareous, stiff, dry 19.7 105.2 34 15 19 51 1-U6 643.7 1.5 1--~ WEATifERED LIMESTONE, tan, hard, dry 1-w/ctay seams 641.7 1-U7 1-7-r SHALY CLAY, tan & gray, very stiff, dry 3.5 26.0 99.1 57 21 36 99 1.5 1-10 us f-77 w/iron staining 1--~ 1--~ 636.7 1- 1--~ 1--SHALE, clayey, dark gray w/tan, very stiff, dry 4.5+ 21.3 106.1 2.7 ~ 1--f-15-1--633.7 f--SHALE, dark gray to olive gray, very stiff to 1--1---moderately hard, dry 1---WJ -1--4.5+ 16.4 114.5 6.2 W' -629.7 1-20 1-- - 1-- 1-- 1-25- 1-- 1-- 1-- 1-- 1-30- 1-- 1-- - 1-- 1-35- 1-- 1-- 'I-- 1-- 1-40- 1-- 1-- 1-- 1-- 1-45- 1-- 1-- 1-- 1-- 1-50- 1-- 1-- 1-- 1-- 1-55 Completion Depth: 20ft Remarks: Dry@ completion. Water level @ 13' after 24 hours. Date: 3/15/1 I .. . . Soil and rock descnplloDS on IbiS bormg log are a compliai:IOn of data collected m bolh lhe field and lhe laboratory. The sttatificatioo lines represent !he approximate boundary between soil types and lhe transition can be graduaL FIGUREA24 Project: Bonnie Brae Street Denton, Texas BORING LOG BB-24 Project Number: 1564 Sheet 1 of I Location: See Plan of Borings ~ ~ d) IZI ~ d) ·~~ u .... ~ .<;:: .<;:: -.; IZI Surface El.: 652.4 s s::o QJ~ ·u .§ .§ "0 bQ~ ~.!!I ~ f/) oo ..s d) ;:J 0 ·~~ c Q iJ...r ~ ..... s·~ ~t l ~ ..... .....1 .....1 • rn IZI ,;3 ....... .1:3.._ d) g -~~ c-8. . .e gjO 0 fi.i!l > :sa () d) rn 0 ·..::: p..g Ofl & fi~ Os:: ·.3 IZI "8 p.. 0 ::.E8 Q 3 ~ ~· u.l:l Q "0 p..-~ 8 p:; 13 0 0 diZI £ fii a:l p:; z :3 MA1ERIAL DESCRIPTION II: f--U1 ~ CLAY, dark brown to brown, very stiff, dry 4.5 w/calcareous nodules & limestone fragments 650.4 f-~ \ (FILL) I f--U2 CLAY, dark brown, stiff, moist 1.75 23.5 102.0 49 16 33 78 0.8 f--f-- f-5-U3 646.4 2.0 - --U4 ~ CLAY, olive gray to brown, stiff, dry to moist, 1.75 29.8 95.2 62 21 41 81 1.3 blocky w/calcareous nodules, limestone 644.4 -~ 1\ fragments & iron ore particles I f--us CLAY, tan & olive tan w/ gray, stiff, moist 2.0 f-10-I--w/occasional thin hard limestone seams f-- f-- f-639.4 f--~ ~ CLAY, shaly, tan & gray, very stiff, dry w/tan 4.5+ 21.7 99.5 '59 20 39 99 1.5 -15-& rust colored silty sand seams 636.4 ---SHALE, dark gray to olive gray, silty & sandy, --m --T& _-very stiff, dry 4.5+ 39/6" -5015" 14.6 119.6 6.3 _...::..::._ -632.4 20 f-. - f-- f-- - '--25- -- -- -- - co 30- ;z; f-. - l5 f-- qf--(.) l=!f--~f--35-f-- <;!'--- 0 ~ - ~ - -40- ~ - Ill - l!l --~ -- Ill -45-... :gf-- ~f-- 5 f-. . - ~ f-- £;; f-50- @ -- ~ -- --0 ~ -- -55 0 Completion Depth: 20 ft Remarks: Thy@ completion. Water level@ 5' on 3118/11. 3 0 Date: 3/16/11 ~ 0 Ill .. .. LANDTEC Soil and rock descnpll<lns on this bormg log are a compliatlon of data collected m both the field and the laboratory. The stratification lines represent the approximate boundary between soil types and the transition can be gradual. FIGUREA25 ! Project: Bonnie Brae Street Denton, Texas BORING LOG BB-25 Project Number: 1564 Sheet l of I Location: See Plan of Borings ..: j u -~: '!i (I) 4) ~ u l) ~~ '$. ... .t:: 11~ f l) (I) Surface El.: 655.2 s 4)~ ~ .§ "t:l ~ J! ::::> g t' 0 a...r ~ .... .....:l .s -~~ t1 .s ~ -.. v""' n ~ .t1 § ~8. .0 0 5.19 ~ :'.i:l -~ :§ p.g J & Ol:l 0 ::1 (I) ..0 p., ::;;8 .sr ~ '$.~ g ~ 0 ~ "t:l et: ·2 .....:l li: Ia ::::> li: ::::> MATERIAL DESCRIPTION ~ 1--lUI \ ~~~~~p\:~~ w/sand ~Jfi)J & 654.2 I 4.5+ ! --!----LEAN CLAY, dark brown, very stiff, dry 18.8 1106.6: r -IU2 651.2 4.5+ 42 !Sf* 70 4.9 L -U3~ CLAY, dark brown to grayish brown, very stiff, -dry 649.2 4.5+ 23.7 101.9 54 19 35 76 1.8 -=~ CLAY, 0 l[:]z,tan, stiff, wet wlluneslone ' -~ material 647.2 4.5+ 12.6 1-_II? p WEAlllliKbU LIMESTONE, tan, hard, dry i.~~· 1-645.2 1--~ ~ WEATHERED LIMESTONE, mtctun:~.J, tan, tOOl 1-hard w/tan limy clay seanas & layers 5" 1--642.2 1- L - ' CLAYEYSHA)'.-E, dark gray, very stiff, dry j4.5+ 22.1 106.2 51 21 30 98 3.4 w/iron stained fractures 1-i- 1-- 1--637.2 L -f---SHALE, gray to dark gray, very stiff, dry, -l_::-_ slightly limy -:.w-]!-=--100/ --~,...--6.5" --J~J -- -'= -: 100/ --6" _-------=------_ ~-30-TIQ-_ 100/ 16.4 50 20 30 98 ;?l---_ 5" -__ !:)---_ I:! I--~-----u ~~----~-- 01-i-[ITI-_ 100/ 3~----F=-~--:--harder below 35' 3" <1:1-- 1-_ ~~----1-_ 1-~~40-ifrt_.:...:: 615.2 ~ ~c--.,.-- !!:!--~--~-45- ~-- -- L - -- -· 1-~= - - i=. - I -I 8 Completion Depth: 40 ft ~ Date: 4/IS/11 Remarks: Dry@ completion. ~ 0 lXI 1.& llt:L Soil and rock descriptions oo this borin!llog '!"' a0:J:p~~:.::~~~ collected in bod! the field and lhe labora!OI)'. The FIGUREA26 slratification tines represent the boundary types and !he lranSition can be gradu.al. Project: Bonnie Brae Street Denton, Texas BORING LOG BB-26 Project Number: 1564 Sheet 1 of I Location: See Plan of Borings ..: ~ 11) (/) B ~ 11) .i:: u 11) ... '(;'( .<;::: .<;::: bl)~ "'""' 4) SurfaceEl.: 654.7 !3 t:: 0 4>~ "0 ..2 (/) co '4) ~ ~ ~¥! ..e ~ 0 :;::~ c ~ .z...r ~ .... ..s e·-... " J:l,._. .(I)(/) S<~ .s ~ --5¥J ~--11) g .~ 5 c& .€ l{jO 0 > l () & ~~ 0 0 ... ·.p () ll<~ 0 t:: (/) .0 ll< u ~§ ~ l{l ·.p u~ ~ ! d)0 11) l{l ~· "0 P..li:i ~ u .t:: ...:I i:i: 0 0 o(/) § .:: i:i: z :3 MATERIAL DESCRIPTION ti: :::> 1-_JU_ ~ CLAY, tan & brown w/gravel, stiff, dry (FILL) 3.25 1-U2 652.7 1--~ ~ CLAY, dark brown, stiff, dry 2.0 23.7 99.7 50 17 33 79 1.6 1-U4 650.7 1-5 -~ ~ CLAY, brown & tan, stiff, dry 1.75 1--Jig 3.0 1--U7 1-+us 646.7 -tm ~ LEAN CLAY, tan, very stiff, dry w/calcareous 4.5+ 19.8 111.7 42 15 27 72 1.8 10-F- material & iron ore particles 643.7 1--~ WEATIIERED LIMESTONE, tan, hard, dry 1--w/c1ay seams 641.7 1-lUll 17'-r SHAL Y CLAY, brown & gray, very stiff, dry 4.5+ 1- 1-15 lUI f-77 w/iron stained fractures 22.6 105.1 2.5 1--~ 637.7 1--SHALE, dark gray, very stiff, dry 1--&ill - 1--4.5+ 1--lUI~ -634.7 1-20 1-- 1-- 1-- 1-- 1-25- 1-- 1-- 1-- 1-- 1-30- 1-- 1-- .f-- 1-- 1-35- 1-- 1-- 'I-- 1-- 1-40- 1-- 1-- 1-- 1-- 1-45- 1-- 1-- 1-- 1- I-50- 1-- 1-- 1-- 1-- I-55 Completion Depth: 20 ft Remarks: Dry@ completion. Water level @ 5' on 3/18111. Date: 3/l6/11 .. . . son and rock descnptJOns on lhts bormg log are a compliabon of data collected m bolh lhe field and lhe laboratooy. The stratification lines represent lhe approximate boundaiy between son types and lhe transition can be gradual FIGUREA27 GENERAL NOTES DRILLING AND SAMPLING SYMBOLS: u A s w c p T D Thin-Walled Tube-3" O.D., Unless otherwise noted Auger Sample Split Spoon -2" O.D., Unless otherwise noted Wash Sample Double Tube Core Barrel Packer Test THD Cone Penetrometer Denison Sample RELATIVE DENSITY CONSISTENCY OF COARSE-GRAINED SOILS: OF FINE-GRAINED SOILS: Penetration Resistance Blows/foot 0-4 4-10 10-30 30-50 over 50 Relative Density Very Loose Loose Medium Dense Dense Very Dense Unconfined Compressive Strength, Qu, tsf Less than 0.25 0.25 to 0.50 0.50 to 1.00 1.00 to 2.00 2.00 to 4.00 4.00 and higher Consistency Very Soft Soft Firm Stiff Very Stiff Hard TERMS CHARACTERIZING SOIL STRUCTURE: Slickensided Fissured Laminated Interbedded Calcareous Well graded Poorly graded Having inclined planes of weakness that are slick and glossy in appearance. Containing shrinkage cracks, frequently filled with fine sand or silt; usually more or less vertical. Composed of thin layers of varying color and texture. Composed of alternate layers of different soil types. Containing appreciable quantities of calcium carbonate. Having wide range in grain sizes and substantial amounts of all intermediate particle sizes. Predominantly of one grain size, or having a range of sizes with some intermediate size missing. NOTE: Slickensided and fissured clays may have lower unconfined compressive strengths because of planes of weakness or cracks in the soil. The consistency rating of such soils are based on penetrometer readings. DEGREE OF WEATHERING: Unweathered Slightly Weathered Weathered Severely Weathered Rock in its natural state before being exposed to atmospheric agents. Noted predominantly by color change with no disintegrated zones. Complete color change with zones of slightly decomposed rock. Complete color change with consistency, texture, and general appearance approaching soil. SUBSURFACE CONDITIONS: Soil and rock descriptions on the boring logs are a compilation of field data as well as from laboratory testing of samples. The stratification lines represent the approximate boundary between materials and the transition can be gradual. Water level observations have been made in the borings at the times indicated. It must be noted that fluctuations in the groundwater level may occur due to variations in rainfall, hydraulic conductivity of soil strata, construction activity, and other factors. LANDTEC ENGINEERS Figure A28 APPENDIX B Sheet I of 3 Maximum Water Dry Percent Unconfined Borehole Depth Liquid Plastic Plasticity Size %<#200 Class-Content Density Passing tompressiv Limit Limit Index (mm) Sieve ification (%) (pet) #40 Strength (tsf) BB-01 2.0 54 19 35 0.075 87 CH 22.4 98.1 0.7 BB-01 8.0 17.7 BB-01 13.0 36 17 19 0.075 89 CL 18.3 110.1 2.6 BB-02 0.0 12.2 111.6 2.4 BB-02 6.0 37 17 20 0.075 86 CL BB-02 14.0 12.0 BB-03 2.0 50 21 29 0.075 92 CH 19.4 104.6 2.7 BB-03 6.0 43 17 26 0.075 91 CL BB-03 13.0 0.075 16 13.7 BB-04 0.0 33.2 88.0 1.2 BB-04 4.0 60 23 37 0.075 95 CH 31.7 92.0 0.5 BB-04 8.0 21.6 BB-05 2.0 60 24 36 0.075 95 CH 31.8 89.0 0.5 BB-05 6.0 54 20 34 0.075 81 CH 24.1 100.6 BB-05 13.0 56 23 33 0.075 99 CH 20.5 109.5 BB-06 4.0 45 18 27 0.075 93 CL 20.4 106.9 2.4 BB-06 8.0 41 18 23 0.075 93 CL 19.4 109.1 3.1 BB-06 13.0 24.9 BB-07 2.0 41 14 27 0.075 55 CL 15.0 114.7 3.1 BB-07 6.0 30 13 17 0.075 28 sc 13.9 116.2 BB-07 19.0 59 22 37 0.075 98 CH 21.7 105.6 3.4 BB-08 2.0 55 23 32 0.075 66 CH 22.2 99.8 BB-09 0.0 9.5 BB-09 2.0 39 21 18 0.075 40 sc 20.0 111. 1 2.1 BB-14 0.0 43 15 28 0.075 59 CL 16.4 105.2 2.0 BB-14 2.0 0.075 59 13.1 BB-14 4.0 35 14 21 0.075 61 CL 15.2 117.0 3.7 BB-14 6.0 0.075 55 15.2 BB-14 13.0 53 22 31 0.075 98 CH 23.8 106.5 2.2 BB-15 2.0 55 23 32 0.075 88 CH 30.3 92.8 0.8 BB-15 4.0 20.9 111.8 BB-15 6.0 59 22 37 0.075 97 CH 25.5 104.2 1.2 BB-15 8.0 23.2 106.6 2.0 BB-15 13.0 52 23 29 0.075 98 CH 21.7 106.1 2.3 BB-15 18.0 20.7 104.2 BB-16 2.0 48 21 27 0.075 51 CL 19.6 98.0 1.4 BB-16 4.0 11.5 BB-16 24.0 50 19 31 0.075 99 CH 17.5 105.0 3.5 BB-17 2.0 60 21 39 0.075 73 CH 20.2 BB-17 4.0 18.2 114.3 5.9 BB-18 0.0 15.7 BB-18 2.0 20 13 7 0.075 52 CL-ML 16.7 107.0 0.4 -- Summary of Laboratory Results Project: Bonnie Brae Street Number: 1564 Sheet 2 of 3 Maximum Water Dry Percent Unconfined Liquid Plastic Plasticity %<#200 Class-rompressiv Borehole Depth Limit Limit Index Size Sieve ification Content Density Passing Strength (mm) (%) (pet) #40 <tsD BB-18 4.0 54 20 34 0.075 71 CH 24.6 BB-18 6.0 52 19 33 0.075 71 CH BB-18 13.0 57 23 34 0.075 100 CH 21.3 108.2 1.1 BB-19 2.0 46 18 28 0.075 70 CL 20.8 109.2 1.6 BB-19 4.0 19.8 BB-19 6.0 41 15 26 0.075 42 sc 16.6 115.2 1.8 BB-20 0.0 15.4 BB-20 2.0 21.5 95.3 1.3 BB-20 18.0 15.0 113.0 5.5 BB-21 0.0 43 21 22 0.075 79 CL 17.8 BB-21 2.0 27 18 9 0.075 73 CL 11.1 106.7 3.3 BB-21 4.0 9.1 BB-22 0.0 37 14 23 0.075 59 CL 14.9 1 10.3 2.1 BB-22 2.0 13.8 I 14.2 BB-22 13.0 20.6 94.4 BB-22 18.0 16.3 107.0 BB-23 0.0 48 17 31 0.075 71 CL 22.0 100.1 BB-23 4.0 34 15 19 0.075 51 CL 19.7 105.2 BB-23 8.0 57 21 36 0.075 99 CH 26.0 99.1 1.5 BB-23 13.0 21.3 106.1 2.7 BB-23 18.0 16.4 114.5 6.2 BB-24 2.0 49 16 33 0.075 78 CL 23.5 102.0 0.8 BB-24 6.0 62 21 41 0.075 81 CH 29.8 95.2 1.3 BB-24 13.0 59 20 39 0.075 99 CH 21.7 99.5 1.5 BB-24 18.0 14.6 119.6 6.3 BB-25 2.0 42 18 24 0.075 70 CL 18.8 106.6 4.9 BB-25 4.0 54 19 35 0.075 76 CH 23.7 101.9 1.8 BB-25 6.0 12.6 BB-25 13.0 51 21 30 0.075 98 CH 22.1 106.2 3.4 BB-25 30.0 50 20 30 0.075 98 CH 16.4 BB-26 2.0 50 17 33 0.075 79 CH 23.7 99.7 1.6 BB-26 8.0 42 15 27 0.075 72 CL 19.8 111.7 1.8 BB-26 14.0 22.6 105.1 2.5 HC-01 2.0 53 20 33 0.075 93 CH 22.5 103.5 1.6 HC-01 6.0 59 23 36 0.075 99 CH 15.5 114.1 HC-01 14.0 68 26 42 0.075 99 CH 17.7 109.9 HC-03 0.0 50 21 29 0.075 92 CH 21.3 98.4 2.1 HC-03 6.0 35 16 19 0.075 81 CL 15.1 112.4 4.2 HC-03 14.0 36 15 21 0.075 29 sc 12.2 118.6 HC-04 45.0 11.7 126.4 20.6 HC-04 50.0 12.9 123.5 13.2 HC-04 55.0 12.9 124.4 12.0 Summary of Laboratory Results Project: Bonnie Brae Street ' Number: 1564 Sheet 3 of 3 Maximum Water Dry Percent Unconfined Liquid Plastic Plasticity %<#200 Class-rompressiv Borehole Depth Limit Limit Index Size Sieve ification Content Density Passing Strength (mrn) (%) (pet) #40 (tsf) HC-05 2.0 49 21 28 0.075 89 CL 20.9 98.8 1.3 HC-05 8.0 21 15 6 0.075 26 SC-SM 10.2 HC-05 8.1 25.4 26 35 HC-05 13.0 17.3 HC-05 13.1 25.4 28 34 HC-06 6.0 48 22 26 0.075 95 CL 20.0 97.8 2.5 HC-06 6.1 4.76 96 100 HC-06 14.0 44 21 23 0.075 83 CL 24.2 93.2 HC-06 19.0 7.9 HC-07 2.0 44 19 25 0.075 75 CL 20.4 99.0 HC-07 8.0 46 19 27 0.075 78 CL 16.7 112.5 6.5 HC-07 14.0 13.5 HC-09 2.0 42 21 21 0.075 43 sc 14.5 90.6 HC-09 8.0 55 20 35 0.075 86 CH 21.4 107.8 2.3 HC-09 14.0 21.7 2.6 HC-09 19.0 49 19 30 0.075 99 CL 14.9 117.0 8.2 Summary of Laboratory Results Project: Bonnie Brae Street Number: 1564 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 ..!. 3/4 1/23/8 3 6 giO 1416 20 30 40 so 60 100 140 200 lxl02 I Jl '\: I I I I I I I I .5xl01 \ : 9xl01 : : ~ : .5x101 \ 8xl01 : : .5xl01 : : : 7xl01 \: ~ ·ell'IO' \ : ::r: : : &1do' \ :s: .~101 ill \ ~101 : \ : .~10' : : : ~101 : ~ ' .~x10 1 : :11 : 3xl01 : ~ : ~-.5xl01 : 2x101 : .5xl01 : : lxl01 : : : : : 5x10° 0 : 10 10 10 10" 10" w·J GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY I coarse fme coarse medium I fme Specimen Identification Classification LL PL PI Cc Cu • HC-05 8.1 Specimen Identification DIOO D60 D30 DIO %Gravel %Sand %Silt I %Clay • HC-05 8.1 25.4 2.819 0.204 31.0 42.9 26.1 GRAIN SIZE DISTRIBUTION Project: Bonnie Brae Street Number: 1564 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 .,!.314 1/23/8 3 6 8 10 14 16 20 30 40 50 60 100 140 200 lxl02 I II _\ I I I I I I I I .5xl01 1\ : 9xl01 \ .5xl01 ~ 8xl01 \ .5xl01 7xl01 .~xl01 \ :I: ~ ~101 : \ .;5-KIO' Ill \. &kJo• ~ \ .:SXIO' i\ z \. ~<101 tJ.l I'll. .'5'x!01 :I'. ~ 3xl01 ~ ---- .5xl01 2xl01 .5x101 : 1x101 : 5x10° : : 0 10 10 10 w· 10-10-J GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse medium I fine Specimen Identification Classification LL PL PI Cc Cu • HC-05 13.1 Specimen Identification 0100 060 030 010 %Gravel %Sand %Silt I %Clay • HC-05 13.1 25.4 3.949 0.151 36.5 35.7 27.9 GRAIN SIZE DISTRIBUTION Project: Bonnie Brae Street Number: 1564 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 I 3/4 1/2 3/8 3 6 ..l!.IO 14 16 20 30 40 50 60 100 140200 lxl02 I II I I I T IT I -------~ .5xl01 : 9xl01 : .5xl01 : : 8x101 : : .5x101 : : : 7xl01 : .~101 : : :I: : ~101 : : : : : : .~101 : : a:l : tiO' : : : .;tiD I : (ij : : : ~101 Ul : .3-'x!01 : 3x101 .5x101 : : : 2x101 : : : .5x101 : : : : lxl01 : : : 5x10° : : : 0 10 10 10 1o· 10· 10"3 GRAIN SIZE IN MJLLIMETERS I COBBLES GRAVEL SAND SILT OR CLAY coarse fme coarse medium I fine Specimen Identification Classification LL PL PI Cc Cu • HC-06 6.1 Specimen Identification 0100 060 D30 DIO %Gravel %Sand %Silt I %Clay • HC-06 6.1 4.76 0.0 3.8 96.2 GRAIN SIZE DISTRIBUTION Project: Bonnie Brae Street Number: 1564 %Lime Added 0 2 4 6 8 10 SUMMARY OF RESULTS SOIL-LIME I pH SERIES TESTS BONNIE BRAE STREET Vintage Road to 1~35E Denton, Texas Liquid Limit Plastic Plasticity (LL) Limit (PL) Index (PI) 60 23 37 54 30 24 52 35 17 51 38 13 48 38 10 49 40 9 Sample: CLAY, dark brown, Boring BB-4@ 1-4' pH 10.32 11.67 12.30 12.55 12.92 13.41 ------------------l.ANDTEC ENGINEERS %Lime Added 0 2 4 6 8 10 SUMMARY OF RESULTS SOIL-LIME I pH SERIES TESTS BONNIE BRAE STREET Vintage Road to I-35E Denton, Texas Liquid Limit Plastic Plasticity (LL) Limit (PL) Index (PI) 48 17 31 45 22 23 43 27 16 39 29 10 39 31 8 40 33 7 Sample: CLAY, dark brown, Boring BB-23 @ 1-4' pH 9.75 11.22 12.10 12.65 12.95 13.28 ------------------LANDTEC ENGINEERS -=~~F~o7!~!lfl~s~ic~L~?7b~~r~lr~o()~rv~,fl~In~c~.~~----------------------~~~~ 330 Loch'n Green Trail Arlington, Texas 76012-3458 Andrew T. Armstrong, PhD 817-275-2691 Fax: 817-275-1883 Marion K. Armstrong, MSPH, MBA, CIH KeUy L. Wouters, PhD April 5, 2011 Mr. Tom Baker Land tee Engineers 1700 Robert Road, Suite 101 Mansfield, TX 76063 Re: Environmental Testing Site: Bonnie Brae Street Project: Denton, Texas Submitted By: Company: PO No.: Mr. Tom Baker Landtec Engineers 1564 LABORATORY REPORT: B1EN1228-1 Report Sections: Laboratory Report, Analytical Data, Quality Control Data, Report Qualifiers/Definitions, Sample Receipt Checklist and Chain of Custody. Sample Descriptions: Laboratory Client Matrix Sample Sample Received Sample Identification Description Date Time Date Quantity B1-1228A-001A BB-1 1-2' Soil 03/16/11 NR 03/28/11 790 g B1-1228A-002A BB-3 1-2' Soil 03/16/11 NR 03/28/11 1,135 g B1-1228A-003A BB-5 1-2' Soil 03/16/11 NR 03/28/11 1,419 g B1-1228A-004A BB-7 2-3' Soil 03/16/11 NR 03/28/11 1,166 g B1-1228A-005A BB-9 2-3' Soil 03/16/11 NR 03/28/11 1,190g B1-1228A-006A BB-16 4-5' Soil 03/16/11 NR 03/28/11 1,401 g B1-1228A-007 A BB-24 2-3' Soil 03/16/11 NR 03/28/11 821 g Case Narrative: Analyses of the samples submitted have successfully met the quality control requirements established by Armstrong Forensic Laboratory's (Armstrong) internal policies and the analytical method(s) utilized, unless otherwise noted. Results are not Client Blank subtracted unless noted otherwise. The reported values relate only to the sample(s) submitted for analysis. Please note that Armstrong is not responsible for any Client errors resulting from improper or incorrect sampling procedures, atmospheric conditions at the time of sampling, from shipping conditions or methods. Unless otherwise noted, samples met laboratory acceptance criteria at the time of receipt. Tl1e analytical results in this report met all applicable accreditation requirements unless othenvise noted. A Data Flag will note any exceptions to the requirements. This report may not be reproduced, except in full, without the written approval of the laboratory. /df/l1A<·C _____ _ Michael D. Machen, PhD Quality Assurance Director Bl-1228-l.doc/ ttl 01 Providing a World of Services V-i Page one of seven Armstrong Forensic Laboratory, Inc. Report No: B1EN1228-1 Page 2 of7 Lab Number: B1-1228A-001A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1228A-002A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1228A-003A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1228A-004A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1228A-005A Sulfate Method: TXDOT 145E Analyte Sulfate Analytical Data Client ID: BB-11-2' Results 54 Reporting Limits 20 Client ID: BB-31-2' Results 46 Reporting Limits 20 Client ID: BB-51-2' Results 31 Reporting Limits 20 Client ID: BB-7 2-3' Results 147 Reporting Limits 20 Client ID: BB-9 2-3' Results 161 Reporting Limits 20 Units mg/kg Units mg/kg Units mg/kg Units mg/kg Units mg/kg Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Armstrong Forensic Laboratory, Inc. Report No: B1EN1228-1 Page3 of 7 Lab Number: B1-1228A-006A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1228A-007A Sulfate Method: TXDOT 145E Analyte Sulfate Client ID: BB-16 4-5' Results 80 Reporting Limits 20 Client ID: BB-24 2-3' Results 56 Reporting Limits 20 Units mg/kg Units mg/kg Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Date of Analysis: 04/01/11 Method Flag: Dilution Factor 1 Data Flag Armstrong Forensic Laboratory, Inc. Report No: B1EN1228-1 Page4 of7 Quality Control Data The data for this file have been reviewed to ensure that method and laboratory requirements have been met. The Client should review data for usability. If you have any concerns or questions on this data, please contact the QA Director. Sulfate Extraction Method: TXDOT 145E Analysis Method: Analyte TXDOT145E MB (mg/kg) Sulfate < 20 QC Batch ID: GA 653-188 Extraction Date: 03/29/11 Analysis Date: 04/01/11 LCS LCSD MS MSD RPD Data Flag (%) (%) (%) (%) (%) ·---'--------·-·-·-·-·----·-·-·---·---·-------·------·--·------·- 107 112 112 5.1 1!ffi~!o~Bg ~ -3--3-:-0~L:....och:;...:-' n..:::G,:.r::..:e:...;en:....:::,Tr-=ail::.: . ..:....::,.AJ.:::,.lin:.... . .:..:g..:.to..:::n,-:T,;.e'-'xa""""s:,:7:.;:60~1.,:..2--=-34""'5:-:-8-------------------An,---,dr:-e-w-T=.-Arms=--~trong, PhD 817-275-2691 fax: 817-275-1883 Marion K. Armstrong, MSPH, MBA, CIH Kelly L. Wouters, PhD May 11,2011 Mr. Tom Baker Land tee Engineers 1700 Robert Road, Suite 101 Mansfield, TX 76063 Re: Project: Site; Environmental Testing Bonnie Brae Street Denton, TX Submitted By: Company: Mr. Tom Baker Land tee Engineers LABORATORY REPORT: B1EN1870-1 Report Sections: Laboratory Report, Analytical Data, Quality Control Data, Report Qualifiers/Definitions, Sample Receipt Checklist and Chain of Custody. Sample Description: Laboratory Client Matrix Sample Sample Received Sample Identification Description Date Time Date Quantity B1-1870A-001A BB-18 2'-4' Solid 04/22/11 2:00pm 05/03/11 369 g B1-1870A-002A BB-14 2'-4' Solid 04/22/11 2:00pm 05/03/11 385 g B1-1870A-003A BB-20 2'-4' Solid 04/22/11 22:00 pm 05/03/11 486 g Case Narrative: Analyses of the samples submitted have successfully met the quality control requirements established by Armstrong Forensic Laboratory's (Armstrong) internal policies and the analytical method(s) utilized, unless otherwise noted. Results are not Client Blank subtracted unless noted otherwise. The reported values relate only to the sample(s) submitted for analysis. Matrix spikes did not meet AFL/Method acceptance limits. Data qualified based on laboratory spike recoveries. Please note that Armstrong is not responsible for any Client errors resulting from improper or incorrect sampling procedures, atmospheric conditions at the time of sampling, from shipping conditions or methods. Unless otherwise noted, samples met laboratory acceptance criteria at the time of receipt. 111e analytical results in this report met all applicable accreditation requirements unless othenvise noted. A Data Flag will note any exceptions to the requirements. This report may not be reproduced, except in full, without the written approval of the /aboraton;. /1·J1?t I I Michael D. Mac'hen, PhD Quality Assurance Director TCEQ T104704 240-07 A-TX LELAP Accreditation Certificate 04117 Bl-1870-l.doc/ ttl "6l Providing a World of Services ~ Page one of six Armstrong Forensic Laboratory, Inc. Report No: B1EN1870-1 Page 2 of 6 Analytical Data Lab Number: B1-1870A-001A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1870A-002A Sulfate Method: TXDOT 145E Analyte Sulfate Lab Number: B1-1870A-003A Sulfate Method: TXDOT 145E Analyte Sulfate Client ID: BB-18 2' -4' Results < 108 Reporting Limits 108 Client ID: BB-14 2'-4' Results Reporting Limits Units Date of Analysis: 05/11/11 Method Flag: E Dilution Factor Data Flag ----------·---- ppm Units 1 Date of Analysis: 05/11/11 Method Flag: E Dilution Factor Data Flag -----------·--··----·-·---· ··----------·-------·-- < 108 108 Client ID: BB-20 2'-4' Results 109 Reporting Limits 108 ppm Units ppm 1 Date of Analysis: 05/11/11 Method Flag: E Dilution Factor 1 Data Flag Armstrong Forensic Laboratory, Inc. Report No: B1EN1870-1 Page3 of 6 Quality Control Data The data for this file have been reviewed to ensure that method and laboratory requirements have been met. The Client should review data for usability. If you have any concerns or questions on this data, please contact the QA Director. Sulfate Extraction Method: -- Analysis Method: TXDOT 145E Analyte Sulfate MB (ppm) <108 LCS (%) 107 LCSD (%) 105 QC BatchiD: GA 665-036 Extraction Date: -- Analysis Date: 05/11/11 MS MSD RPD Data Flag (%) (%) (%) 177 167 1.5 Q APPENDIXC Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Denton, Texas Company: Contractor: n/a Project Description: Bonnie Brae Street (Main Lanes) Location: City of Denton, Texas Rigid Pavement Design/Evaluation PCC Thickness 9.92 inches Design ESALs 14,401,988 Reliability 85.00 percent Overall Deviation 0.39 Modulus of Rupture 620 psi Modulus of Elasticity 4,000,000 psi Load Transfer, J Mod. Subgrade Reaction, k Drainage Coefficient, Cd Initial Serviceability Terminal Serviceability Modulus of Subgrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 5,000.0 Resilient Modulus of the Subbase Subbase Thickness Depth to Rigid Foundation Loss of Support Value (0, 1 ,2,3) 15,089.0 8.00 0.00 0.0 psi psi inches feet Modulus of Subgrade Reaction 200.00 psi/in Engineer: LandTec Engineers 2.70 200 psi/in 0.95 4.50 2.50 Win PAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Denton, Texas Company: Contractor: n/a Project Description: Bonnie Brae Street (Collector) Location: City of Denton, Texas Rigid Pavement Design/Evaluation PCC Thickness 7.94 inches Design ESALs 3,738,978 Reliability 85.00 percent Overall Deviation 0.39 Modulus of Rupture 620 psi Modulus of Elasticity 4,000,000 psi Load Transfer, J Mod. Subgrade Reaction, k Drainage Coefficient, Cd Initial Serviceability Terminal Serviceability Modulus of Subgrade Reaction Ck-value) Determination Resilient Modulus of the Subgrade 5,000.0 Resilient Modulus of the Subbase Subbase Thickness Depth to Rigid Foundation Loss of Support Value (0, 1,2,3) 15,089.0 8.00 0.00 0.0 psi psi inches feet Modulus of Subgrade Reaction 200.00 psi/in Engineer: LandTec Engineers 2.70 200 psi/in 0.95 4.50 2.50 APPENDIX D Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas BORING LOG Project Number: 1564 Location: See Plan of Borings i ...r IZl u Cl) ..... ~ 4) IZl Surface El.: 574.3 8 1:10 ~ a:J;;t. <2 ~ 0 0 ·B& c .z...r ~ .... l ~ .... ~---~ .s --Cl) g .\!l5 c& 0 e.'!l o"' i; o"'"' e-IZl "S ll.. a~ 0 ;:ES ~ ~ "§ ll..;:Q ~ (.) 8 £ MA1ERIAL DESCRIPTION ::t: --~ ~ CLAY, dark brown, very stiff, dry w/calcareous 4.5 U2 nodules 572.3 -U3 CLAY, olive tan, very stiff, dry w/calcareous 3.0 22.5 103.5 --T4 nodules, iron stains & sand seams 44 r--rUs 4.5+ t--5-T6 63 r--U7 4.5+ 15.5 114.1 t--U8 566.3 4.5+ 1--g SHAL Y CLAY, tan, very stiff, dry, blocky 1--- -10 w/silty sand seams rTI. ~ 68 - - - -561.3 - -177' SHAL Y CLAY, brown, very stiff, dry, blocky -~no f2/:':7 slickensided 4.5+ 17.7 109.9 -15 Til ~ 60 r-- r--556.3 r--~\ SHAL Y LIMESTONE, tan & gray, moderately 555.3 t--hard, dry I r-20-TI2 100/ r-SHAL Y LIMESTONE, gray, hard, dry w/some 1.5" --~ limy shale seams --550.3 -- -25-~ r--SHALE, clayey, dark gray to gray, hard, dry 100/ --r--w/interbedded gray limy shale layers 4.75" r----1----'----r--f-- t--30-ill --100/ t---3" -.r---_ r--- t-_- r-35-[15 1---100/ '---r-t--2.5" --t---r----1-----1----40-till 1---1100/ r--1---532.3 2.75" t--~ SHAL Y LIMESTONE, gray to light gray, hard, r--dry w/limy shale seams & layers r-- f--45 lfi7 100/ t--~ 2.25" 1--- r-- r-100/ f--50 TIS T 524.3 2" ['--=----' t-- r-- '--- -- -55 Completion Depth: 50 ft Remarks: Dry@ completion. Date: 3/14/11 .. .. Soil and rock descnpbons on this bormg log are a complianon of data collected m both the field and the laboratory. The stratification Jines represent the approximate boundary between soil types and the transition can be gradual. HC-01 Sheet I of I Cl) ~ -~~ ] ] Cl) "0 t:>l)!) ~.'!l .a s·-... " .~ • "' IZl S'! 0 ~0 :g ~ ll..~ 0 1'1 3 ~ ~· u_g 0 0 oiZl ll.. p:; z :5 53 20 33 93 59 23 36 99 68 26 42 99 FIGUREA2 Project: Bonnie Brae Street Hickory Creek Bridge BORING LOG Denton, Texas HC-02 Project Number: 1564 Sheet I of 1 Location: See Plan of Borings ..: ., rn 2 ~ ~ ., .:0: u ., ~0 ?f. ..... ·§ "'""' .., "' rn Surface El.: 571.6 8 00 o'<f?. 'd) ] "0 blli) i'$!!3 ~ ., :::> 0 ·.;;;~J., ~ 0 .a..r ~ .... ;J ..s s·~ .... . t .!:::.._. ~--. "'II) ~~ £ --~!!l g -~ 5 c& .€ gjO 0 ;> :g 0 o"' 0 0 ..... -~ 0 p.~ 0~ & ., 5~ ::ES ;:I "8 p. 0 0 -~ ~g VJ ., .sr ~-0 "0 P.IIj ~ u ·a E:: 0 0 >. ....l z om VJ § ::> E:: 1=1 MATERIAL DESCRIPTION ::r: ;:::> 1---~ ~ CLAY, dark brown, very stiff, dry 3.5 1---lill 4.5 --it 567.6 21 - -lt ~ CLAY, light brown to tan, very stiff, dry 4.5 -22 --m 4.5 -Us 563.6 --W2: ~ CLAY, tan, very stiff, dry w/gravel seams 4.5+ 1- 1--·=~ 33 1-- 1---558.6 1--~ CLAYEY SAND, tan, stiff, dry w/gravellayers 1---ft3 I 21 '--,-m ~ 35 ------555.1 -- E5 SHAL Y LIMES1l)NE,_tan & gray, moderately --hard, dry w/gray limy shale seams --551.6 --w '-_-SHALE, clayey, dark gray, very stiff to 90 -_-moderately hard, dry w/some interbedded shaly _-limestone seams -_-:::--a _- ~ ,_ ill ~ 77 '0 ..... -_- 0 -_-q u ...J _- UJ _-5--1 :l!c... I-' !r _-100/ ....l _- 5" ....,r _-"" ql--_- l!.Jr -_- ~ -1-- i~ ,_ !TI ~ 100/ -_-4.5" _--_- ~~---I~ gr---_- i 1--J-ru ,_-530.6 100/ ~ 1--11 <;(111 ~ SHAL Y LIMESTONE, gray,_ hard, dry ==---i 1-- 1--- w/interbedded dark gray shale seams 1--- 1--1-~ 100/ § 1-ILU I 1.5" § 1---$ ~ 1--- 1-[21 ~ 521.6 100/ ~ 1-~ r - :;J '--- ::>--0 it--;;:_ 8 Completion Depth: 50 ft ~ Date: 3/11/1 I Remarks: Dry@ completion. ~ 0 Ill -A.--let. Soil and rock_ descriptions on this JOrinE.I<>!l' a compliation of data collected in both the field and tbe.la~tory. The stratification lines represent the boundary between soil types and the transition can be l'f3dual FIGUREA3 Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas BORING LOG HC-03 Project Number: 1564 Sheet I of 1 Location: See Plan of Borings .: " ~~It !' (/) ~ ~ l!.l ~~ u .... ';/?. ~ .<;::: 1:$ (/) Surface El.: 573.2 a s:=o .§ "0 bJl~ ~ ] ::::> g oo t' ..s s·~ '+=!"'"' ~ ."' (/) !J .s ~ .._ .., ..... g-~ lg§lf& .e gjO 0 fl.!!l l!.l~ i:i "0 0 & ·g. "+=I ·3 ll..~ (/) t ll.. flo ~ ] ;;,'?.· Q "0 ll..(ii ~ :l ll.. gj 0 z 18 ~ (/) ~ p:; MATERIAL DESCRIPTION 1--~ ~ CLAY, dark brown, very stiff, dry 4.0 21. 50 21 29 92 2.1 571.2 1- -f¥1 ~ CLAY, brown, stiff, dry 14.25 1- 1-569.2 22 1--~~ ~CLAY, light brown to tan, stiff, dry to !4.5+ mOist 24 -14.5+ 15.1 112.4 35 16 19 81 4.2 1-- 1--~ 564.2 1-@ LE{\N CLAY, tan w/gravel, soft to stiff, dry to t-10-mOISt 18 1-- 1--560.2 1--LEAN CLAY, tan w/gravellayers, stiff, moist f- ·=rm 12.2 118.6 36 15 21 29 1-25 f- f-- 1-- 1-)=~ ,_ 552.2 100/ 1--F= LIMY SHALE, gray, soft w/dark gray shale ~ 1--8 seams 550.2 1--SHALE, clayey, dark gray, soft, dry I l ::::1--1---(!) $1-,_ [~Til---100/ t-f--F-"J_-_ 6" €t--~----&]I--~----Sl--~--1-~r--l-l!TIF== 100/ ...l 7" .... r--- qr---r-- til 1--C)'--1--~r 1--:I-i-twt---100/ ~~---1--6.25" J_-_ Uf--1---1:2 1--~----~ 1--L--533.7 i Ho F SHAL Y LIMESTONE, gray, hard, 100/ flSF 1 ~ 1-w/interbedded gray to dark gray limy shale 2.25" 1--seams & layers I r--- 1-- Hs 100/ L~\Jf-1" ~ = ~ ~ 1-- 1-ff2ii--r-L 523.2 100/ 1-2" ~~---~ 1-- 1-- 1-- • f-g Completion Depth: 50 ft Remarks: Seepage observed @ 17' during drilling. I D"" 3 /IIIII Soil and rock,~:s_c~-on this borin~ loi3re a compliation of dam collecte~Hn both !be field and lhe.la~ratory. The LA. .. .Jit::\., FIGUREA4 strlltilieation Iiaes represent the boundary between soil types and the transition can be gmduat Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas BORING LOG HC-04 Project Number: 1564 Sheet l of 2 r--Ul ~ 1-U2 1--n- --r:;-:-:-'-5-~ T5 - -U6~ - -U7 HO-Ts 1---=-=- 1-- f-- L -rw r-15-hlo --~ L - -- Location: See Plan of Borings Surface El.: 572.1 MATERIAL DESCRIPTION CLAY, dark brown, stiff, dry CLAY, dark brown to brown, soft to stiff, dry CLAY, light brown to tan, stiff, dry to moist SANDY LEAN CLAY, tan, stiff, dry to moist w/gravel & iron ore 20-712 -UP~ LEAN CLAY, tan & yellow, soft, dry ----'--'- - - 0 '"' SAND & GRAVEL, tan, medium dense, wet - -•fY w/tan clay seams ~1--Sf3)o.D ;a -25 !J4~Q( ~~----·{Y 570.1 4·0 3.5 3.0 12 566.1 22 4.5+ 558.6 3.75 553.1 2.0 550.1 23 26 9 11 56 ., bO~ !3 ·-. Ul ~0 p.,~ ,o . o" 0 z qr--D~" 5441 Uf--~-~~·~4--=~~~--~~----~~~--~--~~~·~---f----f----+---+---+-~-+---+---+---+---+--_, ~ f-_ 1--SHALE, clayey, dark gray, soft, moist to dry ~ r--w/limy shale seams ji-30-[Isr--- ;;::'--t---- qr--1--~L -~16 --~--_- ~ -35-[_r7 - ~--t---- u-- - ~--C18 - 0 -::..: --u -i -40 I_l9 ~f--=-'-'-all-- E!lr--C20 ~f-- :;; 1--=-=-~:::_ SHAL Y LIMESTONE, gray, hard, dry w/interbedded limestone & limy shale seams & layers 532.1 100/ 7" 100/ 5.75" 100/ 1.25" 100/ 0.75" 100 97 100 85 88 60 11.7 126.4 20.6 ~ f-45 -tg=-of=J ~'-'--E-rl 1--~· ~ c2_r-19F-r~~~~~~~----~~~--~~-=52~4~.1~---r---,_1~0~0,_3~8~---+---+---r--,_--~--+-__, ~ ~ =ill~ ~ SHALE, dark gray to olive brown, hard, 100/ 2.5" G; r-50 r=-1 521.1 ~~---~~~~~~~----~--~~--~--~--~~~---f----T---+---+---+---+---+---+---+---+---; """ 1-_ 1--SHALE, dark gray to brownish gray, hard, dry :il k-"'241--;J '--~'-'' 0 -~f--1--:;,::_55 - 8 Completion Depth: 70 ft ~ Date: 3/10/11 ~ 0 98 55 12.9 123.5 Remarks: Seepage observed@ 18' during drilling. Water level measured 15' @ end of day. 13.2 al~~~~==------~~~~~~--~~~~----~~~~~~77~~~~~~-.-~~--------~~~~~ LANDTEC Soil and rock descnpbOns on thiS boring log are a compliation of data collected m both the field and the laboratory. The FIGURE A5a stratification lines represent the approximate boundary between soil types and the transition can be gradual Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas Project Number: 1564 1-_(G? --1---:._ 1--~26 -_ 1---_ t--60-9 - 1--~ - 1--~ 1--~28 = 1---_ 1-65-91-- 1--~ - 1--r f--1-_ll...30r--- ' -l=--;-1--'-70 rulf-- '-- - - 1-- 1-75 - f-- - ::1--~1-80-~~- §t--lrll--Sl--~1-85-....l ;;:: - C!-t!li-~~- IIlt--90-~f-- ~ :c 95 ~f-~ !!l -~ -:r: lOo- §t--- iii' ~ - !( - :> I 05--~ ~ Location: See Plan of Borings Surface El.: 572.1 MATERIAL DESCRIPTION SHALE, dark gray to brownish gray, hard, dry (continued) 502.1 tf 0 8 0 b""' ~!!J A. ] ::t: BORING LOG HC-04 Sheet 2 of 2 ....r d) '5h .-<;::: ] ~ d) -~ 0~ bllal "'""" "d) .§ '0 &'j!!l 0 !J....r ~""' .E s·-.... " ....:l z, ."' rn ~'Si ~ -~ 5 c& } 0 ~0 oE ·a "{) A.~ Ofj ::Eo 0 l3 ~ ~· U_p u 8 p:; 0 0 om z :§ ... "<f. r:: 0 oo ·a~ c cd.._ ., i:l"' ;;> r::i>' 0 0 .,o ., A-<2Q 0:: IUU/ 12.9 124.4 12.0 I" 97 63 100/ 1.25" 98 72 100/ I" 92 92 100/ rl.25':r---+---+---+---+---+---+---+---+-~ ~ Ilu~--L--L--------------------.-----------~--~ __ _L __ _L __ ~--L-~--~--_L __ J_ __ ~~ Completion Depth: 70ft Remarks: Seepage observed@ 18' during drilling. Water level 8 ..J Date: 3/10/11 measured 15' @end of day. ~ "'1::-LAN-::-=-=::D::cT=e=-c=--------::-so"""il-an-:d-roc-:k:-d-:-es-cnpllO..,., ....,. __ ns_o_n-:-thls-:-bo!--:-rm-g..,..lo-g are-a-c-om_p.,..lia...,.tlO-n-,of::-:da-:ta-c-olle::--cted-:-:-m-:-bo-lh'""!h.,..e-:fie::-:ld:-:-an-:-d-:-the-:la-:-bo-ra-to-ry-. -::Tb:-e--------=p=ro=URE='""A5.,....,.,..b stratification lines represent the approximate boundary between soil types and the transition can be ~JBdual. Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas Project Number: 1564 Ul 1--U:2 r--w Location: See Plan of Borings Surface EL: 569.1 MATERIAL DESCRIPTION CLAY, dark brown, stiff, dry 1--1'4 '-U5 Vt%· CLAYEY SAND and SANDY LEAN CLAY, ~ 5 -1=:;-T6 · · · brown, very stiff, dry w/gravel seams ~ -~-==v;:· U7 .. ~ -1JBV/ --wV/. toJH~ : _ ~:--··GRAVEL, w/tan clay layers, sandy, medium dense, wet 1--- 1--Sl2 l-IS Tl3 J:::;. SHAL Y LIMESTONE, tan & gray, hard, dry u 11 a g ., .... 6.\'.l ~ "0 ~ :X:: 4.5 s::o ;!!. 00 ";::ll.t.. c A i~ II} ~ > r:l ~ 0 0 <!0 <!) ~iii ~ ...r ~:§ C!)Q C!) BORING LOG HC-05 Sheet 1 of I <!) l1 > :§ ... ., ·rn "-' :§ "0 !>lli) "':3 .s e·~ ~ . .a ...... ;3: <;... ...l ...l ·~ '"' tZl ~t .\!! .§ c& ~0 "0 j o ~:~ A '3 ~~ 8g ·;::: ~8 .8' ~· -...l ~ Q 0 uiZl 8 ~ z ~ :5 20.9 98.8 49 21 28 89 1.3 10.2 21 15 6 26 I 17.3 I 28 .. r----- ,.. --;d-= = ~F+:J-+~s=HAL~7Y~L~IME~~s=m~NE=-,gr--ay_t_o~d~ar7k_gra __ y-,h~a-rd7,~~~---~--~--~--+---+---~--~~--~---+--_, 1-=':::-+---:dry~w-=-/s~~le_s_eam __ s ____ -=--:-------:-------"'=-=-=-=-t----i---+---+---+---+---+-~~-+---r---+----l --1--SHALE, clayey, gray, soft, dry to moist -2o rrw--- --~--:::: -t---~---!-~ 25-::;::,;:i--~~--~'--- §1--_- &jl--: --:::: 2;1---_ ~~30-ill -§: = = ILi -gc---_ ii!,.. -- 100/ 3" 100/ 8.5" 100/ 3.25" 530.1 : -·· ~r-35-[I7r-- ::! '--r-:-:-r--- u, -r--~--1--~--FI-T=+-~~~~~~~---:--~~~~----~~~--+-~---4----+---+--~--~--~ -~---+--~ u 1 SHAL Y LIMESTONE, gray, hard, dry w/gray 5: -40 =[! .· limy shale seams ~--e--~--~ ' 0 100/ I" 100/ 2.5" ~ 45 Frj ~· §1--~I Vi 1--1-'="F~-'--LIMY~ SHALE, gray, hard, dry wllirnestone 5 1--seams & layers & w/shale seams i=r- 522.1 100/ ~ r50 !'20 I Ill @1-- 519.1 I. 75"J----1f-----t--.---+---+-~-~-~-+--_, ~~ - (!) - !!=I--• ~~5s~~················1------------------r-----------~~--~--L-~--~--L-_L __ ~-----L~ 8 Completion Depth: 50 ft ~ Date: 3/10/11 Remarks: Seepage observed@ 14' dming drilling. Water level measured 14' @ completion. ~ 1::-LAN-.,..,::-:-=D::-:T=ec=-=-------::S-,:oa:-an-:d:-roc-:k-:descriptions,-.,... ""· -on-:.th:-:-IS-+borin--,...g-:lo-g_ar_e a-com-p-::-lia-:bon~of:-:da-:ta-co-:llect:-:-e-:-d m:-both:-::--:tb-e fie::-:-;ld-and-=the-:la-:-born-....,to-ry-. =n.-.----------:F""IG::::::-:URE=-:A-:J6 Stt'alifiearion lines represent the awroximate boundary between soil types and the 1ransitioo can be @llldual Project: Bonnie Brae Street Hickoty Creek Bridge Denton, Texas Project Number: 1564 Location: See Plan of Borings SurfaceEI.: 569.6 MA'IERIAL DESCRIPTION SANDY LEAN w/gravel ...:' !! <l.> s g.._. 523 #l.. "0 ~ ..., .g~ fl--!V"' !3~ jl.,~ 565.6 12 556.6 w/gravel layers 553.6. moderately hard, 551.6 -w/shaly limestone seams below 35' 519.6 11 14 11 100/ 6" 100/ 6" 100/ 4" 100/ 2.5" 100/ 2" 'iift. ~ 0 > g 0 ~ 24.2 7.9 95 78 92 80 95 85 98 34 95 75 93.2 BORING LOG HC-06 ~ .t:: .§ ] ...:l .e 0 ·.a 0 ~ ·a ~ 22 26 95 2.5 44 21 23 83 Remarks: Seepage observed @ 14' during drilling. FIGUREA7 ~ !2 ~ § ~ m Project: Bonnie Brae Street Hickory Creek Bridge BORING LOG Denton, Texas HC-07 Project Number: 1564 Sheet I of I Location: See Plan of Borings i ..r <!) C/.) ~ >< <!) -~~ u 4) ~::C: '$. ·§ :§ ., 0) C/.) Surface El.: 571.2 e (J)-;t. '0 bll[i ~2.1 "' oo .£i ~ ., ::J 0 ",:Jil.. e;. 2...J" ~ ..... :.::l s·-.... . -a .1::1.._. .u.._ .0 ,.J .£ ·the/.) P.£ .s .._ 4)2.1 lS"' 4) g "'c e;.& l(JO Soo ~ 0 > ·oB :2 .,g 5 0 ·~ p..:::: 05 if Vl .s::> p.. 5~ !:l ;:;s§ .0 & ..! ~-U.~::~ .0 13 ] P..i:Q ..: u ~ :.::l ..! 0 0 dv.l £ p.. ;z; p.. c MATERIAL DESCRIPTION ::I: ::J Ul LEAN CLAY, brown, soft to stiff, dry to moist 2.5 ~ - ~ -~ 20.4 99.0 44 19 25 75 ~ ..., ~ -_; T4 lli 4.5+ 9 s_, T6 ...J U7 16 ~ Us --u9 4.5+ 16.7 112.5 46 19 27 78 6.5 c--\ill 10-till I 17 1--- 1---558.2 1---I SANDY LEAN CLAY & ORA VEL, tan, stiff, 1--[ill 1--15-wet w/coarse sand seams 4.5+ 100/ 13.5 [13 1---r-= 0.25" 1--- i---552.7 _; -Sl4 1--SHALE, clayey, dark gray, soft w/moist seams 68 1--20-tfi51---59 '--r-=i--- ~ -i---· r---~ '--- ----25-D6~-100/ - - c:....::..c:._-9" ---- ------ ----, -- -30-1m ---i 100/ ----~ 7.5" -_- - l ----- -100/ -6.5" -- -~ 533.2. --SHAL Y LIMESTONE, gray, hard w/dark gray -100/ -40 limy shale seams & layers 0.25" - - -- -m i--==ti 100/ -45 3" - -~ -- ~ ffi ' 521.2 100/ -50 I ~2.5" 1 -······· - -- -_j I ~ - ~s5 1 Completion Depth: 50 ft Remarks: Seepage observed@ 15' during drilling. Water level Date: 3/8/11 measured 13'@ completion. LANDTEC .. . . Soil and rock descnptJOOS on flus boring log are a compliatJon of dalll collected m both !be field and !be laboratory. The stratification lines represent !be approximate boundary between soil types and lhe transition can be gmduat FIGURE AS Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas BORING LOG HC-08 Project Number: 1564 Sheet 1 .Qf__l I-- (;)!-- §>-- ~ ~5o --lrr=l2=:2!.-.l~=..LI gl-- 1::!1-- §f-- Location: See Plan of Borings Sutface El.: 571.3 MATERIAL DESCRIPTION CLAY, dark brown, soft to stiff, moist 2.5 2.5 566.3 4.5+ 9 CLAY, brown to light brown, stiff to very stiff, 25 dry to moist 4.5+ 4.5 20 558.3 CLAYEY SAND &ORA VEL, tan, wet 556.3 4.0 LIMY SHALE, dark gray, soft, moist w/shaly I 00/ limestone seams 8" 552.3 SHALE, clayey, dark gray, soft, dry to moist 1 4.0 SHAI..Y LIMESTONE, gray, hard, dry w/interbedded dark gray to gray limy shale seams & layers 532.3 60 45+ 100/ 6" 100/ 8" 100/ 7.5" 100/ 1.75" I I 521.3 100/ 2.0"r---~--~~--~--~---+---~---.~ f:!::l--I ~I-55~-.L ................ ~-------------------,------------_L--~ ................... L ............... ~~-------L--~-i_ __ L_~---, 8 Completion Depth: 50 ft Remarks: Seepage observed @ 14' during drilling. Water level i Date: 3/9111 measured 15'@ completion. g l::LAN-::-=-=:D""T=e~C=-----::S-:oil:-an~d,...roc~k,...d:-es-cnpi:JO.,... -:-. -ns-oo~th:-:IS-:lborin--:-g-:lo-g_sre_• com-plia-::.-:lion-of~da,...ta_c...,olle:-c~te-:-d m:-:-bo~th-::-th-e "::"fie";";ld-an-:d~lh~e la~bora~1o-ry-. -::::Th:-e-----~F=I"=G~URE=-:A9~ stratification lines represent the approximate boundary between soil types and the transition can be graduat Project: Bonnie Brae Street Hickory Creek Bridge Denton, Texas BORING LOG HC-09 Project Number: 1564 Sheet I of I Location: See Plan of Borings ~~ If& ~ [/.) ~ ~ ;> u .... 'if?. :§ :§ ·u;......, ..... Surface El.: 583.9 8 !'::0 0)~ '0 bOi) ~ [/.) ~.l!l ~ "' ~ 0 00 ..s s·-~ ·.::::::~ t' Cl .z..r .... . ~ -. b.._, ol-. o-l o-l .€ .Ill[/.) S't -s" ~ 1;l.l!l b., ;> 0' .~ !i :'52 ·~ ~0 & ~ ., il: 0 ~ OJ: ::I 0 ll<~ OJ: ell t:l.. 5o 0 ;:?;o ~ ·~ u~ ., .sr ~· 0 '0 t:l..-~ u .-::: o-l p:; " 0 ocn .£ Iii c:a J::: p:; z J::: MATERIAL DESCRIPTION ::z:: 0 ~ t--rm LEAN CLAY, brown w/limestone 4.5+ soft to stiff, dry t- =t¥1 4.5+ 14.5 90.6 42 21 21 43 t-579.9 15 1-- 1--trs ~ GRAVEL w/c1ay, brown, dry 1-577.9 33 -~ CLAY, shaly, olive tan to olive gray, soft to 1-stiff, dry wired iron ore seams 3.0 1-21.4 It 7.8 20 35 86 2.3 1-=ru9 55 f-3.5 '=~ 16 1- 1--!-=-'-= 1-- --w 4.0 21.7 2.6 -~ ~ 22 -- 1--565.9 t--r=_ SHALE, clayey, dark gray, soft, moist t--jQp , __ 14.5+ 14.9 117.0 49 19 30 99 8.2 t-1-lffi 1-_ 100/ t--1-_ 18.75" 1--~- 1--1-_ ~ t--1-_ 1--:_ t-i-tB1 1-_ 100/ I 1--1-_ 5.5" 1--1-_ 1--1-_ 1--1-_ 1-)-till I --::_ 100/ i 1--1-_ -hard below 30' 2.5" 1-_ 1--,-_ 550.9 f--r-1=::;_ SHAL Y LIMES't ~NI:!, gray, hard, dry f--'fE 100/ 1-~ w/interbedded dark gray to gray limy shale 3" ~ seams & layers t-- t-- I 1-- 1--rll 543.9 100/ t-~ t- t-- i t-- 1-- 1-- 1-·-~ 1--.::< 1--~ f--~ f--~ 1-1-~ 1- I t-- 1-- 1-- t-~ Completion Depth: 40 ft Remarks: Dry@ completion. I Date: 3/9/1 I Soil and roc~_descriptions oo_ th5 ~~ ! are a compliation of data collected in bolh the field and lhe.la'?"ratory. The _.... ....... Ill:'-stratification lines represent the · .. ;;. boundary between soil types and the transition can be graduaL FIGUREAlO Project: Bonnie Brae Street Hickory Creek Bridge BORING LOG Denton, Texas HC-10 Project Number: 1564 Sheet l of l Location: See Plan of Borings i ...I' C1) tf.) v tb ~ C1) ;> u ... ~ .-::: ] eot ·;;; '+-! v Surface El.: 630.3 8 c:: 0 rv'$. '1j "' tf.) oo "4) .§ ~.f!l <2 Q) :::> 0 ·.ap.. ~ g 1hf :s: .... ..s s·-.... " l ..._ ~ ..... .s--....:1 .£ .VJ tf.) S't .s 0 c::!!l ;> ·SE o& :g () :qo if 1, "' ::l~ 0 ~8 A 3 -~ () P..?:l os tf.) ll.< 0)0 () ·.a (f?.o u.l:l A .., l(l ] ll.<~ ..::: ·a il: otf.l tf.) :::> il: z :5 MATERIAL DESCRIPTION ::r: 1-Ul ~ LEAN CLAY, brown, hard, dry w!limestone 629.3 4.5+ 1--t-u ~ I\ fragments & rocks I 100/ 1-WEATIIERED LIMESTONE, tan, hard, dry 0.75" 1-~ w/clay seams 100/ 1-5 -~ 1.5" 1-- 1-- 1--621.3 1-l_rr SHALE, clayey, dark gray, soft, moist to dry 53 1-10-1-- -1---_ 1--1---1--- 1-T5 1-- t-15 -----78 1----1------- 1--~ -_ 100/ 1-20-!-=-=--_ 12" 1---_ 1-----1----100/ 1--"17 1--t-25-!-=-'--_ 4" -1--- 1---_ 1---_ 1--'T8 -_ 100/ 1-30--2.75" ~ --hard below 30' 1---- 1---_ ----596.3 1-;!2_ lli SHAL Y LIMESTONE, gray, hard, dry 100/ t-35-w/interbedded gray shale seams & layers 3" 1-- 1-- 1-- 1-100/ t-40-tllQ ~ 3" 1-- 1-- 1-- 1-100/ t-45 ri'll :.c: 585.3 I~ 1--~ LIMY SHALE, dark gray to gray, hard, dry 1-- 1-- 1--rr-u 580.3 100/ I-50 1.75" 1-- 1-- 1-- 1-- I-55 Completion Depth: 50 ft Remarks: Dry@ completion. Date: 3/8/1 I LANDTEC Soil and rock descriptions on this boring Jog are a compliation of data collected in both the field and the laboratory. The FIGURE All stratification Jines represent the approximate boundaty between soil types and the transition can be gradual.