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R2019-182 2019-08-12 RESOLUTION NO. R2019-182 A Resolution of the City Council of the City of Pearland, Texas, awarding a unit-supply bid for manhole rehabilitation services to National Works, Inc., in the amount of $850,000.00, for the period of August 5, 2019 to August 4, 2020. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: Section 1. That unit-supply bids for manhole rehabilitation services have been received and tabulated. Section 2. That the City Council hereby awards a unit-supply bid to National Works, Inc., in the estimated amount of $850,000.00 Section 3. The City Manager or his designee is hereby authorized to execute a contract for manhole rehabilitation services. PASSED, APPROVED and ADOPTED this the 12th day of August, A.D., 2019. 171 TOM REID " - MAYOR ATTEST: C- Alt-alL:(-4., 5c- 4--414±i MARIA RODRIGUEZ INTERIM CITY SECRETARY APPROVED AS TO FORM: a1) -- DARRIN M. COKER CITY ATTORNEY Project Manual for: Manhole Rehabilitation Project BidNo.: 0619 43 June, 2019 Prepared By: Rajendra Shrestha City of Pearland 3519 Liberty Dr. • ..• • .• ..•, Y 6 • (I Project Manual for: Manhole Rehabilitation Project • Bid No.: 0619 43 August, 2019 Prepared By: Rajendra Shrestha City of Pearland 3519 Liberty Dr. • CITY OF PEARLAND BRAZORIA COUNTY, TEXAS TABLE OF CONTENTS SECTION TITLE DIVISION 0 — BIDDING AND CONTRACT DOCUMENTS Invitation to Propose Instructions to Bidders Bid Proposal Standard Form of Agreement Performance Bond Payment Bond One -Year Maintenance Bond Partial Waiver of Lien General Conditions of Agreement Special Conditions of Agreement Wage Scale for Engineering Construction NO OF PAGES DIVISION 1 GENERAL REQUIREMENTS 01100 01140 01200 01290 01310 01350 01380 01420 01430 01440 01450 01500 01505S 01505 01555 01562 01563 01564 01600 01630 01760 01770 Summary of Work 2 Contractor's Use of Premises 4 Measurement and Payment Procedures 3 Change Order Procedures 4 Coordination and Meetings 3 Submittals 6 Construction Photographs 3 Referenced Standards 5 Contractor s Quality Control 2 Observation Services 1 Testing Laboratory Services 2 Temporary Facilities and Controls 9 Special Provision to Sec 1505, Mobilization 1 Mobilization 1 Traffic Control and Regulation 4 Waste Material Disposal 3 Tree and Plant Protection 4 Control of Ground Water and Surface Water 8 Material and Equipment 3 Product Options and Substitutions 3 Project Record Documents 2 Contract Closeout 2 00100 3 00200 7 00300 3 00500 7 00610 2 00611 2 00612 2 00615 1 00700 31 00800 2 00811 3 00010 - 1 of 2 CITY OF PEARLAND TABLE OF CONTENTS NOTE: The Specification Sections listed below are standard to all City of Pearland Projects and are incorporated into this Project Manual by reference, as if copied verbatim. The Contractor shall be responsible for reading and understanding any and all Specification Sections that are pertinent to this project and may obtain the latest version of each Specification Section from the Engineering Services section of the City of Pearland website. Any Specification Section listed below and marked with an asterisk (*) are provided as part of this Project Manual. DIVISION 2 02529* 02542* 02633 02634 02635 02636 SITE WORK Sanitary Sewer Manhole Rehabilitation Concrete Manholes and Accessories Adjusting Manholes, Inlets, and Valve Boxes Ductile Iron Pipe and Fittings Steel Pipe and Fittings Polyurethane Coating on Steel or Ductile Iron Pipe DIVISION 3 — CONCRETE 03300 03310 Cast In Place Concrete Structural Concrete INSPECTION AND OBSERVATION SHEETS Sheet 1* Map Sheet 2* Manhole Depth Chart END OF SECTION 00010-2of2 CITY OF PEARLAND INVITATION TO BID Section 00100 INVITATION TO BID CITY OF PEARLAND, TEXAS Lowest Responsible Bidder Sealed Electronic Bids will be accepted for the following project, in the City's E-bid System. Electronic bids shall be submitted through the City's web site at: https://pearland.ionwave.net. All interested Bidders are required to register as a "supplier" on the City's E-bid System at the above web address and clicking on "Supplier Registration". Registration provides automatic access to any changes to the Plans, Specifications or Bid time and date. However, submission of an E-bid requires completing a short registration questionnaire found on this web site. For more information regarding registration instructions, see INSTRUCTIONS TO BIDDERS, Section 00200, included in the project bid documents viewable on the web site. Questions regarding electronic bidding should be directed to City Purchasing Officer at ebids@pearlandtx.gov. All Bids submitted electronically will remain confidential until the opening date and time when they will be opened and read into the public record. Bids, shall be submitted on the form provided in the E-bid System and submitted electronically through this system to the City Purchasing Office, City of Pearland, City Hall Annex located at 3523 Liberty Drive, Pearland, Texas 77581. Electronic bids will be accepted until 2:00 p.m., Thursday, June 27, 2019. All Bids shall reference the following project information in the appropriate locations in provided electronic format. All properly submitted bids shall be publicly "opened" and read aloud into the public record following the closing of the acceptance period for the construction of: Manhole Rehabilitation Project City of Pearland, Texas BID NO.: 0619-43 A non -mandatory pre -bid conference will be held at the City of Pearland City Hall Annex at 3523 Liberty Drive, Pearland, Texas 77581 at 10:00 a.m. on Tuesday, June 18, 2019. The project will entail the rehabilitation of sanitary sewer manholes, located at various location throughout the City. Upon award of a contract, the successful Bidder will be required to utilize the City's web based project management software, "Pro-Trak" for the administration of the construction project, including but not limited to, all transmittals and material submittals, RFI's, RFC's, Change Orders, Applications for Payment and all project communications with the City, its Construction Manager and Engineer. This system has certain hardware, internet access and operation requirements that form the basis for all project communications, documentation and records for the project. For more information, see INSTRUCTIONS TO BIDDERS, Section 00200. Electronic Bid Documents: including Contract Documents, Plans and Technical Specifications are available for download on the City's Website at: https://pearland.ionwave.net upon 10-2012 00100 - 1 of3 CITY OF PEARLAND registration. The documents are NOT viewable without registration. also available at the following locations. City of Pearland, City Hall Purchasing Department 3519 Liberty Drive Pearland, Texas 77581 Amtek Plan Room 4001 Sherwood Houston, TX 77092 The Associated General Contractors of America, Inc 2400 Augusta, Suite 350 Houston, TX 77057 Virtual Builders Exchange 7035 W. Tidwell Building J, Suite 112 Houston, TX 77092 McGrawHill Construction — Dodge Reports INVITATION TO BID These same documents are (281) 652-1600 (713) 956-0100 (713) 334-7100 (832) 613-0201 1-800-393-6343 No plan fees or deposits are required for plans and bid documents obtained through the City s h- bid System BIDDERS MUST REGISTER AS A SUPPLIER ON THE CITY'S E-BID SYSTEM IN ORDER TO SUBMIT A BID EVEN IF BID DOCUMENTS ARE OBTAINhD VIA ONE OF THE PLAN HOUSES Bidders accept sole responsibility for downloading all of the required documents, plans, specifications bid forms and addenda required for bidding No bid may be withdrawn or terminated for a period of ninety (90) days subsequent to the bid opening date without the consent of the City of Pearland. Unless otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s). Bid Security and Bonds: Bid Security in the form of Cashier's Check, Ceitified Check, or Bid Bond payable to the City of Pearland in the amount of 5% of the total base bid price must accompany each proposal. Bidders submitting bids electronically through the E-bid System shall scan and up -load a copy of the sealed Bid Bond as an attachment to their bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Office within 48 business hours of the Bid Opening. Bid Security shall be delivered to Office of City Purchasing, Finance Department, City Hall Annex, 3523 Liberty Drive, Pearland, Texas 77581. The successful Bidder must furnish Performance and Payment Bonds as required by Chapter 2253 of the Texas Government Code or other applicable law, as amended, upon the form included in the Contract Documents, in the amount of one hundred percent (100%) of the contract price, such bonds to be executed by a corporate surety duly authorized to do business in the State of Texas, 10-2012 00100 - 2 of 3 CITY OF PEARLAND INVITATION TO BID and named in the current list of "Treasury Department Circular No. 570", naming the City of Pearland, Texas as Obligee. Additionally, the successful bidder shall be required to provide a one year Maintenance Bond for the improvements installed as part of this work, as provided in the Special Conditions of Agreement. Equal Opportunity: All responsible bidders will receive consideration for award of contract without regard to race, color, religion, sex, or national origin. Selection Criteria: The Contract is to be awarded on the basis of Lowest Responsible Bidder. In identifying this criteria the City will consider 1) lowest total bid price for all work listed and specifically requested, including but not limited to: Base Bid, Fxtia Work items and selected Alternates. The City of Pearland reserves the right to award a contract based on any combination of the above considered to be in its best interests or to reject any or all bids A bid that has been "opened" may not be changed for the purposes of correcting an error in the bid price. Young Loifing, TRMS City Secretary, City of Pearland First Publication date June 5, 2019 Second Publication date June 12, 2019 10-2012 00100 - 3 of 3 CITY OFPEARLAND INSTRUCTIONS TO BIDDERS Section 00200 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1 The term "Owner" hereinafter is defined as the City of Pearland and is used interchangeably with the term "the City". Both terms are synonymous and refer to the City. 1.2 The term "Bidder" means one who submits a Bid Proposal directly to Owner, as distinct from a sub -bidder, who submits a bid to a Bidder. The term "Successful Bidder" means the lowest responsible Bidder to whom the Owner (on the basis of Owner's evaluation as hereinafter provided) makes an award. The term "Bid Documents" includes the Invitation to Bidders, Instructions to Bidders, the Bid Proposal, and the proposed Contract Documents (including all Addenda issued prior to receipts of bids). 1.3 The term "E-bid System" refers to the City's electronic bidding system. This is a web - based system that provides all Bid Documents electronically to potential Bidders and forms the pathway for interested Bidders to submit bids in response to advertisement and invitation. The term "e-bid" and/ or "electronic bid" means the Bidders' electronic response submitted on the electronic Bid Proposal to the Owner by way of the E-bid System. The terms "electronic bid" or "e-bid" are used inter -changeably to describe the above bid process to submit an authorized bid to the City in response to an Invitation to Bidders. 1.4 The term "Pro-Trak" means the City's web -based contract administration and construction records management system used by involved parties to administer the project. This system serves as the web accessed centralized information distribution hub for communications and document management, pay application processing and record retention for all project documentation. Operational instructions for this system will be issued to the successful Bidder at the pre -Construction Meeting. 1.5 All other definitions set out in the Contract Documents are applicable to terms used in the Bidding Documents. 1.6 Unless otherwise expressly provided herein, all references to "day(s)" shall mean consecutive calendar day(s). 2. Registration for E-bid System 2.1 The Owner's E-bid System is accessible via the City's web site at https://pearland.ionwave.net. Bid documents can be viewed by simply selecting a specific 10-2012 00200 - 1 of 8 CITY OFPEARLAND INSTRUCTIONS TO BIDDERS project from the BID OPPORTUNITIES list and clicking on that project AFTER registration as a Supplier. Potential Bidders MUST REGISTER as a "Supplier" by clicking on the Supplier Registration button and completing the registration form. Registrants must provide data for all categories marked with a "*" and must select the following project bid categories: Building Construction Services, New (includes Maintenance and Repair) Construction Services, General " Construction Services, Heavy " Construction Services, Trade (new construction) Select the appropriate Time Zone for the Bidder's location and whether that location observes Daylight Savings time. Complete the registration information providing all required contact information and establish password security for the E-bid System. Once complete, "suppliers" will receive emails notifying of bid opportunities. Downloading any project bid data will automatically place the bidder's contact information on the list of plan holders list and the E-bid System will automatically send any and all updates, changes or addenda associated with that project. 2.2 The electronic Bid Proposal can only be submitted through this system. The form can be printed for Bidder's use, but the Bid Proposal MUST be submitted on the electronic form within the E-bid System. 2.3 Questions regarding use of the E-bid System may be directed by email to: ebids(2i pearlandtx.gov. 44 GG 3. Copies of Bidding Documents 3.1 Complete sets of "electronic" Bidding Documents are available for download to registered Bidders at No Cost from the City's E-bid System at: www.cityofpearland.org/bids. Interested Bidders must register as a "Supplier" on this site in order to receive the Bid Documents, and all Addenda or other notifications of changes, including communications from the Owner or Engineer. All Bid Documents are available to download and print. 3.2 The Bidder accepts sole responsibility for ensuring that he obtains a full set of these documents by completing the registration and executing a full and complete download of the project documents. Downloading of Bid Documents automatically ensures receipt of any and all subsequent communications from the City or its Engineer. 3.2 Copies of Bidding Documents are available or may be viewed at any of the Plan Houses listed in the Invitation to Bidders. It is recommended that all interested Bidders, whether bidding directly to the Owner or Sub -bidders bidding to a Bidder, register as a Supplier and download the project Bid Documents. 3.3 Complete sets of Bidding Documents must be used in preparing Bid Proposals; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from 10-2012 00200 - 2 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS the use of incomplete sets of Bidding Documents including, but not limited to all Addenda issued prior to bid. 3.4 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bid Proposals on the Work, and do not confer a license or grant for any other use. 4. Qualifications of Bidders 4.1 In determining to whom to award a contract, the City of Pearland may consider, in addition to the other selection criteria identified in section 16 of these Instructions to Bidders, the following Qualifications of Bidder, and each Bidder must be prepared to submit within two (2) days of Owner s request any or all of such Qualifications requested: 1) A brief narrative of previous experience of the Bidder with projects of a similar nature and scope* 2) A list, including owner name and project location, of on -going projects and contracts for construction of projects of the Bidder which are not yet substantially complete; 3) A list of proposed subcontractors and suppliers for the project being bid; 4) A list of name, address and telephone number of references for projects completed by Bidder; and 5) A Financial Statement of Bidder, consisting of the balance sheet and annual income statement of Bidder for the Bidder's last fiscal year end preceding the submission of the Bid Proposal, which has been audited o1 examined by an independent certified public accountant. The Financial Statement of Bidder shall be used to determine a Bidder's net working capital which is defined as current assets less current liabilities. A Bidder's net working capital shall be considered evidence of the Bidder's ability to provide sufficient financial management of the project being bid. The Bidder's Financial Statement shall be clearly and conspicuously marked as "confidential", and shall be deemed and treated as confidential and excepted from the Public Infol nation disclosure requirements of Texas Government Code Section 552.001 et seq., as such information, if released, would give advantage to a competitor or bidder, and/or would cause substantial competitive harm to Bidder. 5. Examination of Contract Documents and Site 5.1 It is the responsibility of each Bidder before submitting a Bid Proposal to (a) examine the Bidding Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local laws and regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Fngineer of all conflicts, errors, omissions or discrepancies in the Contract Documents, (f) to recognize and plan for use of the City's "Pro-Trak" software to administer the construction process and perform the work of the project. 5.2 Any reports of explorations and tests of conditions at the site which have been utilized by the Fngineer in preparation of the Contract Documents will be made available to Bidders for review, but such reports are not part of the Contract Documents. Bidder may not and should not 10-2012 00200 - 3 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS rely upon the accuracy of the data contained in such reports, interpretations or opinions contained therein, or the completeness thereof, for the purposesof bidding or construction. 5.3 Information and data reflected m the Contract Documents with respect to underground utilities, equipment or other underground facilities at or contiguous to the site is based upon information and data furnished to Owner and Engineer by owners of such underground facilities or others, and Owner does not assume responsibility for the accuracy o1 completeness thereof. 5.4 Before submitting a Bid Proposal, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work and which Bidder deems necessary to determine its Bid Proposal prices for performing and furnishing the Work in accordance with the Contract Time, Contract Price and other terms and conditions of the Contract Documents 5.5 On request in advance, Owner will provide each prospective Bidder access to the site to conduct such explorations and tests as each prospective Bidder deems necessary for submission of a Bid Proposal. Prospective Bidders shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. 5.6 The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and -other lands designated for use by Contractor in performing the Work are identified in the Contract Documents All additional lands, access thereto or contractual arrangements for use by the Contractor required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. 5.7 The submission of a Bid Proposal will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid Proposal is premised upon performingand furnishing all of the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in, required by or reasonably inferred from the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6. Interpretations and Addenda 6.1 All questions about the meaning or intent of the Contract Documents are to be directed to Engineer Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered or transmitted by electronic means to all registered Bidders in the City's E-bid System. Questions received less than five (5) days prior to the date for opening of Bid Proposals may not be answered. Only questions answered by 10-2012 00200 - 4 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2 Addenda may also be issued to modify the Bidding Documents as deemed advisable by Owner or Engineer. Addenda will automatically be made available to all registered Bidders that have downloaded Bid Documents from the City's E-bid System. 7. Bid Security 7.1 Each Bid Proposal must be accompanied by bid security made payable to Owner in an amount of five percent (5%) of the Bidder's maximum Bid Proposal price, in the form of a certified check, cashier's check or a Bid Bond ("Bid Security"). 7.2 Bidders submitting bids through the E-bid System shall scan and up -load a copy of their Bid Security (sealed Bid Bond, Certified Check or Cashier's Check) as an attachment to their electronic bid. Original documents for Bid Security shall be requested by the City from the lowest two bidders and delivered to the City's Purchasing Officer within 48 business hours of the Bid Opening. Bid Security shall be delivered to: Office of City Purchasing, Finance Department, 2nd Floor City Hall, 3519 Liberty Drive, Pearland, Texas 77581. 7.3 The Bid Security of the Successful Bidder will be retained until such time as Bidder has executed the Standard Form of Agreement, and furnished the required Performance and Payment Bonds, whereupon the Bid Security of both bidders will be returned. If the Successful Bidder fails to execute and dehver the Standard Form of Agreement and furnish the required performance and payment bonds within ten (10) days after the Notice of Award, Owner may annul the Notice of Award and shall be entitled to make a claim against the Bid Security. The Bid Security of other Bidders will be retained until the Contract is awarded and the Standard Form of Agreement becomes effective, or all bids are rejected, whereupon Bid Security furnished by all such Bidders will be returned 8. Contract Time 8.1 The number of days in which the Work is to be Substantially Completed, as set forth in the Bid Proposal folur and the Standard Foirn of Agreement, subject to such extension of time as may be due under the terms and conditions of the Contract Documents ("Contract Time"). All references to "time ' or "days" shall be interpreted as consecutive calendar days. 9. Liquidated Damages and Early Completion Bonus 9.1 Provisions for liquidated damages and early completion bonus, if any, are set forth in the Standard Form of Agreement. 10 Substitute or "Or -Equal" Items 10.1 The Contract, if awarded, will be on the basis of the selected materials and equipment described in the Plans or specified in the Specifications without consideration of possible substitute or ' or -equal" items. Whenever it is indicated in the Plans or specified in the Specifications that a substitute or 'or -equal" item of material or equipment may be furnished or used by the Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Agreement becomes effective. All "or -equal" references 10-2012 00200 - 5 of 8 CITY OFPEARLAND INSTRUCTIONS TO BIDDERS shall be interpreted to mean "or approved equal". The procedure for submission of any such application by Contractor and consideration by Engineer is set forth in the Contract Documents. 11. Bid Form 11.1 The Bid Proposal form (Section 00300 — Bid Proposal) is included with the Bidding Documents when downloaded. This Document must be printed and signed, as required below, and then uploaded as an Attachment to the Bid. All E-bids must be submitted on the City's official E-bid System Bid Proposal document. All blanks on the Bid Proposal form must be completed or filled in. The Bidder shall bid all Alternates, if any. Incomplete Bid Proposals may be cause for rejection. 11.2 Bid Proposals by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied be evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.3 Bid Proposals by partnerships must be executed in the partnership name and signed by a general partner, whose title must appear under the signature, and if a corporate general partner, executed as required above for corporations and the official address of the partnership must be shown below the signature. All names must be typed or printed below the signature. Once executed the document is to be uploaded as an attachment to the Bid. 11.4 The Bidder shall acknowledge receipt of all Addenda (the number of which must be filled in on the Bid Proposal form). 11.6 The address and telephone number for communications regarding the Bid Proposal must be shown on the Bid Proposal form. 12. Submission of Bid Proposals 12.1 The place, date and/or time designated for opening Bid Proposals may be changed in accordance with applicable laws, codes and ordinances. Any such changes to the Bid Schedule shall be made by Addenda. 12.2 Electronic Bids shall be submitted per the requirements, instructions, terms and conditions as stated in the registration and submittal instructions of the City's E-bid System electronic bidding software. All Bidders utilizing this system MUST register as a potential supplier, (Bidder). E-Bids are submitted directly via the City's Web based system located at https://pearland.ionwave.net. Bid Proposals submitted after the bid date and time will be rejected. 13. Modification and Withdrawal of Bid Proposals 13.1 Prior to submission, E-bid Bid Proposals may be modified or withdrawn without prejudice. 13.2 Once submitted, Bid Proposals may only be modified by an appropriate document duly executed (in the manner that a Bid Proposal must be executed) and delivered to Office of City 10-2012 00200 - 6 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS Purchasing, Finance Department, 2nd Floor City Hall, 3519 Liberty Drive, Pearland, Texas 77581 and submitted any time prior to the opening of Bid Proposals. 13.3 A Bidder may not modify or withdraw its Bid Proposal by facsimile or verbal means. A withdrawn Bid Pioposal may be resubmitted prior to the designated time for opening Bid Proposals. No bid may be withdrawn or terminated for a period of sixty (60) days subsequent to the bid opening date without the consent of the City of Pearland. 13.4 If, within twenty-four (24) hours after Bid Proposals are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material mistake in the preparation of its Bid Proposal, that Bidder may request to withdraw its Bid Proposal and the bid security may be ieturned or at the discretion of the Owner, Owner may make a claim against the bid security. Thereafter, that Bidder will be disqualified from further bidding on the Project to be provided under the Contract Documents. 14. Opening of Bid Proposals 14.1 Bid Proposals will be opened and (unless obviously non -responsive) read aloud publicly. An abstract of the amounts of the base Bid Proposals and major alternates (if any) will be made available to Bidders after the opening of Bid Proposals. Bid Proposals, in their entirety, shall be open for public inspection after the contract is awarded, with the exception of any trade secrets or confidential information contained therein, provided Bidder has expressly identified any specific information contained therein as being trade secrets or confidential information 15. Bid Proposals to Remain Subject to Acceptance 15.1 All Bid Proposals will remain subject to acceptance for sixty (60) days after the day of the Bid Proposal opening, but Owner may, in its sole discretion, release any Bid Proposal and return the bid security prior to that date. 16. Award of Contract 16.1 Owner reserves the right to reject any and all Bid Proposals, to waive any and all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder Owner may reject a bid as non -responsive if: 1) Bidder fails to provide required Bid Security; 2) Bidder improperly or illegibly completes or fails to complete all information required by the Bidding Documents; 3) Bidder fails to sign the Bid Proposal or improperly signs the Bid Proposal; 4) Bidder qualifies its Bid Proposal; 5) Bidder tardily or otherwise improperly submits its Bid Proposal 6) Bidder fails to submit the Qualifications of Bidder as required under section 3 of these Instructions to Bidders; 01 7) Bid Proposal is otherwise non -responsive. Contracts are awarded on the basis of one of the following criteria: A) provision of the "Best Value ' or B) Lowest Responsible Bidder 16.2 Best Value. In determining the best value for the Owner, and in determining to whom to award a contract, Owner may consider: 1) purchase price; 2) reputation of the Bidder and Bidder's goods or services; 3) quality of Bidder's goods or services; 4) extent to which the goods 10-2012 00200 - 7 of 8 CITY OF PhARLAND INSTRUCTIONS TO BIDDERS or services meet the Owner's needs; 5) Bidder's past relationship with the Owner; 6) impact on the ability of Owner to comply with laws and rules relating to contracting with historically underutilized businesses and nonprofit organizations employing persons with disabilities; 7) total long-term cost to Owner to acquire Bidder s goods or services; 8) the Qualifications of Bidder; and 9) any other relevant criteria specifically listed in the Bidding Documents. A contract to be awarded to the Bidder offering the Best Value may be let on either a lump sum basis o1 a unit cost basis dependent on the Bid Proposal format. 16.3 Lowest Responsible Bidder. In determining Lowest Responsible Bidder, Owner will consider: Lowest Total Bid price for all work including Base Bid Extia Work and Alternates, if any, and any other cost criteria. Additional evaluation criteria may include. the Qualifications of the Bidders, whether or not the Bid Proposals comply with the prescribed requirements and such alternates, unit prices and other data, as may be requested in the Bid Proposal form or prior to the Notice of Award. Discrepancies in the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. A contract to be awarded to the Lowest Responsible Bidder may be let on either a lump sum basis or a unit cost basis dependent on the Bid Proposal format Acceptance of any and all bids may be conditioned on compliance with the requirement for attendance of the mandatory pre -bid meeting. 16.4 In either case, Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid Proposal and to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents, to Owner's satisfaction, within the Contract Time. 17. Contract Security 17.1 When the Successful Bidder delivers the executed Standard Foini of Agreement to Owner, it must be accompanied by the Performance, Payment, Maintenance and Surface Correction Bonds required by the Contract Documents Bonds may be on the forms provided herein or an equal foul' containmg no substantive changes, as determined by Owner. 18. Signing of Agreement 18.1 When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Standard Form of Agreement, and the required Performance and Payment Bond forms. Within ten (10) days thereafter Contractor shall sign and deliver the required number of counterparts of the Standard Form of Agreement to Owner with the required Bonds. Within ten (10) days thereafter, Owner shall deliver one fully signed counterpart to Contractor. There shall be no contract or agreement between Owner 10-2012 00200 - 8 of 8 CITY OF PEARLAND INSTRUCTIONS TO BIDDERS and the Successful Bidder until pioper execution and attestation of the Standard Form of Agreement by authoi ized representatives of the Owner. 19. Pre -bid Conference 19.1 A pre -bid conference will be held as indicated in the Invitation to Bid. Attendance at the pre -bid confeience is MANDATORY to fulfill the prerequisite requirements for Bidders bidding directly to the Owner. 20. Retainage 20.1 Provisions concerning retainage are set forth in the Contract Documents. END OF SECTION 10-2012 00200 - 9 of 8 1 CITY OF PEARLAND BID PROPOSAL Section 00300 BID PROPOSAL Part A Date: gfraph 9 Bid of NATicn4kL WORKS, INC, , an individual proprietorship / a corporation organized and existing under the laws of the State of Texas / a partnership consisting of , for the construction of: Manhole Rehabilitation Project City of Pearland, Texas BID NO.: (Submitted in Electronic format) To: The Honorable Mayor and City Council of Pearland City of Pearland 3 519 Liberty Drive Pearland, Texas 77581 Pursuant to the published Invitation to Bidders, and Instructions to Bidders, the undersigned Bidder hereby proposes to perform all the work and furnish all necessary superintendence, labor, machinery, equipment, tools and materials, and whatever else may be necessary to complete all the work described in or reasonably inferable from the Contract Documents for the Manhole Rehabilitation Project, with all related appurtenances, complete, tested, and operational, in accordance with the Plans and Specifications prepared by the Engineering and Capital Projects Department, for the unit prices or applicable prices set forth in Exhibit "A", the electronic bid form as contained in the City's E-bid system, which, once fully executed and submitted shall constitute a legal and executable proposal from the Bidder. It is understood that, in the event any changes are ordered on any part of the Work, the applicable unit prices bid shall apply as additions to or deductions from the total prices for the parts of the Work so changed. The Bid Security required under the Instructions to Bidders is included and has been uploaded as an attachment within the E-bid system and, that a fully executed, signed and sealed hard copy has been delivered to the Office of City Purchasing, Finance Department, City Hall Annex, 3 523 Liberty Drive, Pearland, Texas 77581. The Bidder agrees to submit to the Owner the Qualifications of Bidder, including the Financial Statement of Bidder, as required by the Instructions to Bidders if requested to do so as a condition of the Bid review. The Bidder binds himself, upon acceptance of his proposal, to execute the Standard Form of Agreement and furnish an acceptable Performance and Payment Bond and Maintenance Bond, each in the amount of one hundred percent (100%) of the total Contract Price, according to the forms included in the Contract Documents, for performing and completing the said work within the time stated and for the prices stated in Part B of this proposal along with all required insurance in the required amounts. • Bidder's Initial's: 10-2012 00300 - 1 of 2 CITY OF PEARLAND BID PROPOSAL The undersigned Bidder agrees to commence work within 10 days of the date of a written Notice to Proceed. It is understood that the Work is to be Substantially Complete within thirty (30) days after the date of the Notice to Proceed. Time for Substantial Completion shall begin on the date established by the Notice to Proceed. The Contractor will pay liquidated damages in the amount(s) specified in Document 00500 — Standard Form of Agreement, in the event the Work is not Substantially Complete within the Contract Time. The undersigned agrees that the amounts bid in this Bid Proposal will not be withdrawn or modified for ninety (90) days following date of Bid Proposal opening, or such longer period as may be agreed to in writing by the City of Pearland and Bidder. It is understood that in the event the Successful Bidder fails to enter into the Standard Form of Agreement and/or to furnish an acceptable Performance and Payment Bond and Maintenance Bond if required, each in the amount of one hundred (100) percent of the Contract Price, along with all required insurance in the stated amounts within ten (10) days of the Notice of Award, the Successful Bidder will forfeit the Bid Security as provided in the Instructions to Bidders. Unless otherwise expressly provided herein, all references to "day(s)" shall mean calendar day(s). The Bidder acknowledges that the following Addenda have been received. The modifications to the Bidding Documents noted therein have been considered and all costs thereto are included in the Bid Proposal prices. Addendum No.: Date: Addendum No.: Date: Addendum No.: Date: Addendum No.: Date: Bidder hereby represents that the only person or parties interested in this offer as principals are those named. Bidder has not directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding. Firm Name:. NATIOW*L NORI'S,!NC By: .JbH14 Lht3tst Title: GOO Address: 1018 SAN MhRCos wWy , I.uU10404TX 186K8 Phone No: 630 ' 815. 2110 ATTEST: Jon) Latite (Typed or,z. ted Sign.. re Dat END OF SECTION (Seal, if Bidder is a Corporation) 10-2012 Bidder's Initial's: 00300 - 2 of 2 CITY OF PEARLAND STANDARD FORM OF AGREEMENT Section 00500 STANDARD FORM OF AGREEMENT THIS AGREEMENT is by and between City of Pearland (hereinafter called OWNER or City) and NAT/MAL WORKS. AiCs• (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK CONTRACTOR shall complete all work as specified or indicated in or reasonably inferable from the Contract Documents (hereinafter the "Work"). The Work is generally described as follows: Manhole Rehabilitation Project City of Pearland, Texas BID NO.: 0619-43 Article 2. ENGINEER The Work has been designed by the Engineering and Public Works Departments who are hereinafter called ENGINEER and who is to assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME 3.1 The Work will be Substantially Complete (as defined in Article 1 of the General Conditions) within sixty (60) days (including weekends and holidays) from the date when the Contract Time commences to run as provided in paragraph 5.01 of the General Conditions (as revised in the Special Conditions if applicable), and completed and ready for Final Payment within thirty (30) days from the date when the Contract Time commences to run. No work will be allowed on Sundays. 3.2 Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 5 of the General Conditions. OWNER and CONTRACTOR also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER one hundred dollars ($100.00) for each day that expires after the time specified in paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion, if CONTRACTOR shall neglect, refuse or fail to complete the remaining Work 10-2012 00500 - 1 of 7 CITY OF PF,ARLAND STANDARD FORM OF AGREEMENT within the time set out in the Certificate of Substantial Completion or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER one hundred dollars $100.00 for each day that expires after the time specified in the Certificate of Substantial Completion for completion and readiness for Final Payment 3.3 Inspection Time. Working hours for the Pearland Inspection personnel ate from 7:30 a m to 4:30 p.m., Monday through Friday, excluding City approved holidays. The Contractor shall notify the OWNER of any required inspection overtime work at least 48 hours in advance and shall pay the overtime wages for the required City inspections. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for completion of the Work in strict accordance with the Contract Documents in current funds $ (the "Contract Price"). The Contract Price includes the Base Bid and Alternates) #_N/A_ as accepted by OWNER and edit as required as shown in Document 00300 — Bid Proposal. Article 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 6.0 "Measurement and Payment" of the General Conditions. Application for Payment will be processed by ENGINEER as provided in the General Conditions 5.1 Progress Payments OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER as provided below. All progress payments will be on the basis of the progress of the Work and actual quantity of Work completed, in accordance with Article 6 "Measurement and Payment" of the General Conditions. 5.1.1 Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage or actual quantity of Work complete, but, in each case less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with the General Conditions. The OWNER shall make payment within 30 days of receipt of application for payment by the ENGINEER. 5.1.2 Each progress payment shall be less retainage as specified in Paragraph 6.06 of the General Conditions, and further less all previous payments and all further sums that may be retained by the OWNER under the terms of this Agreement. It is understood, however, that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the CONTRACTOR, the OWNER may upon written recommendation of the ENGINEER pay a reasonable and equitable portion of the retained percentage to the CONTRACTOR, or the CONTRACTOR at the OWNER's option, may be relieved of the obligation to fully complete the 10-2012 00500 - 2 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT Work and, thereupon, the CONTRACTOR shall receive payment of the balance due him under the contract subject only to the conditions stated under `Final Payment " 5.2 Final Payment. Upon final completion and acceptance of the Woik in accordance with paragraph 6.09 of the Geneial Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 6.09. Article 6. INTEREST Interest on any overdue payment from OWNER to CONTRACTOR shall be paid in accordance with the provisions of Chapter 2251.025 of the Texas Government Code, as amended. Article 7. CONTRACTOR'S REPRESENTATIONS In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7.1 CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work. 7.2 CONTRACTOR has studied carefully all available surveys, assessments, reports of explorations, investigations, and tests of subsurface conditions and drawings of physical conditions of the site. Such technical reports and drawings are not Contract Documents, and Owner makes no representations or warranties as to the accuracy of such documents or information, or to whether or not they are complete, comprehensive, or all-inclusive. 7.3 CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraphs 7.2 above) which pertain to the subsurface or physical conditions at or contiguous to the site or otherwise may affect the cost progress, performance or furnishing of the Work ,and CONTRACTOR assumes the risk of such subsurface and physical conditions, and shall furnish the Work at the Contract Price within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, explorations, tests, reports and studies or similar information or data are or will be required by CONTRACTOR for such purposes. 7.4 CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said underground facilities are or will be required by CONTRACTOR in order to perform 10-2012 00500 - 3 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT and finish the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents. 7.5 CONTRACTOR has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract Documents. 7.6 CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies in the Contract Documents of which Contractor knew or should have known, and CONTRACTOR shall perform the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents, including any written resolution of any such conflict, error or discrepancy by ENGINEER. In the event of a conflict that was not brought to the OWNER s or ENGINEER's attention prior to the bid, the CONTRACTOR is assumed to have bid the most expensive alternative. Article 8. CONTRACT DOCUMENTS The Contract Documents, which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work, consist of the following, each of which are incorporated herein by reference: 8.1 Standard Form of Agreement (Section 00500). 8.2 Performance, Payment, and/or Maintenance Bonds (Sections 00610, 00611, and 00612). 8.3 General Conditions of Agreement (Section 00700), including Attachment No. 1 Workers' Compensation Insurance Coverage, Attachment No. 2 Agreement for Final Payment and Contractor's Sworn Release, and Attachment No. 3 Owner's Insurance Requirements of Contractor. 8.4 Special Conditions of Agreement (Section 00800). 8.5 Plans, consisting of sheets numbered 1 through N/A noted as maps and inspections. 8.6 Instructions to Bidders and CONTRACTOR's Bid Proposal, including any Addenda referenced therein. 8.7 Technical Specifications for the Work. 8.8 The following, which may be delivered or issued after this Agreement becomes effective: Any Change Orders or other documents amending, modifying, or supplementing the Contract Documents in accordance with the General Conditions. There aie no Contract Documents other than those listed above in this Article 8. The Contract Documents may only be amended, modified or supplemented as provided in the General Conditions. 10-2012 00500 - 4 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT Article 9. MISCELLANEOUS 9.1 Terms used in this Agreement which are defined in Section 1, "Definitions and Interpretations" of the General Conditions will have the meanings indicated in the General Conditions. 9.2 No assignment by a pasty hereto of any rights under or interests in the Contract Documents will be binding on another patty hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3 OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representative to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 9.4 CONTRACTOR agrees to warranty the Work for a period of one (1) year from Substantial Completion against defects in materials and workmanship. CONTRACTOR agrees to repair or replace any defective work within this warranty period immediately unless such repairs require long lead time materials and equipment in which case CONTRACTOR shall provide an agreeable schedule for repairs at no additional cost to OWNER. 9.5 The Work will be completed according to the Contract Documents and in accordance with codes, ordinances, and construction standards of the City of Pearland, and all applicable laws, codes and regulations of governmental authorities. 9.6 In the event any notice period required under the Contract Documents is found to be shorter than any minimum period prescribed by applicable law the notice period required shall be construed to be the minimum period prescribed by applicable law. 9.7 This Contract and the Contract Documents, insofar as they relate in any part or in any way to the Work undertaken therein, constitute the entire agreement between the parties hereto, and it is expressly understood and agreed that there are no agreements or promises by and between said parties, except as aforesaid, and that any additions thereto or changes shall be in writing. 9.8 The provisions of this Contract shall be applied and interpreted in a manner consistent with each other so as to carry out the purposes and the intent of the parties, but if for any reason any provision is unenforceable or invalid, such provisions shall be deemed severed from this Contract and the remaining provisions shall be carried out with the same force and effect as if the severed provision had not been part of this Contract. 10-2012 00500 - 5 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT 9.9 The headings of the paragraphs are included solely for the convenience of reference and if there is any conflict between the headings and the text of this Contract, the Contract text shall control. 9.10 The waiver of any breach hereof shall not constitute a waiver of any subsequent breach of the same or any other provision hereof. Failuie by the OWNER in any instance to insist upon observance or performance by CONTRACTOR shall not be deemed a waiver by CONTRACTOR of any such observance or performance. No waiver will be binding upon OWNER unless in writing and then will be for the particular instance only Payment of any sum by OWNER to CONTRACTOR with knowledge of any breach or default will not be deemed a waiver of such breach or default or any other breach or default. 9.1.1 The CONTRACTOR acknowledges that the OWNER (through its employee handbook) considers the following to be misconduct that is grounds for termination of an employee of the OWNER' Any fraud, forgery, misappropriation of funds, receiving payment for services not performed or for hours not worked, mishandling or untruthful reporting of money transactions, destruction of assets, embezzlement, accepting materials of value from vendors, or consultants, and/or collecting reimbursement of expenses made for the benefit of the OWNER. The CONTRACTOR agrees that it will not, dnectly or indirectly, cause an employee of the OWNER to engage in such misconduct. 10-2012 00500 - 6 of 7 CITY OF PEARLAND STANDARD FORM OF AGREEMENT IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and one to CONTRACTOR. This Agreement will be effective upon execution and attestation by authorized representatives of the City of Pearland and upon the following date: , 20 . OWNER: CITY OF By: Title: Date: ;N lr/ geC( CONTRACTOR: MADO!'JAz.. WOnics, 1NlC. By: JoHtj Likt4nE Title: CbO Date: eitijsci • Corporate Seal) ATTEST ATTEST Address for givin notices to7 8 5,04 Mraewis Kwy LUL►tG.T' 1.409 Phone: 8100 • 8IS • net Fax: no -en '2Zn© Agent for service of process: ,Jpb,uJ, 1./tmts intoKe. HEYNS END OF SECTION 10-2012 00500 - 7 of 7 BOND NO. 70173937 CITY OF PEARLAND PERFORMANCE BOND Section 00610 PERFORMANCE BOND STATE OF TEXAS COUNTY OF HRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That National Works, Inc. of the City of Luling , County of Caldwell and State of Texas, as principal, and The Guarantee Company of North America USAauthodzed under the laws of the State of Texas to: act as surety onbonds for principals, are heldXanddrfia n��Tbo� rya to City of Pearland as Obligee (Owner), in the penal sum of S 662,570.60 Five Hundred seventy & 60n0601 the payment whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, Jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner, effective as of the day of 20 , (the "Contract") to commence and complete the. construction of certainimprovements described as follows: Manhole Rehabilitation Project City of Pearland, Texas BID NO.: 0619-43 With Contract, including the Contract Documents as defined therein, is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said. Principal shall faithfully perform said Contract Work and shall, in all respects.. duly and faithfully observe and perform all and singular the covenants, conditions, and agreements in and by said Contract agreed and covenanted by the Principal to be observed and performed, and according to the true intentand meaning of said Contract and Contract Documents then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein. Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications or drawings accompanying the same, shall in any way affect its obligation on this bond,and it does hereby waive notice of any such change extension of time alteration or addition to the terms of the Contract, or to the Work to be per formed. thereunder. 1212007 00610 - 1 of 2 CITY OF PEARLAND PERFORMANCE BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 27th day of August , 2019 . Principal: National Works, Inc. Address: 1078 San Marcos Hwy Luling, TX 78648 Telephone: 830-875-2770 Fax: Surety: The Guarantee Company of North America USA Title: John W. Schuler, Attorney -in -fact Address: 350 Glenborough Dr Ste. 138 Houston, TX 77067 Telephone: 800-365-6065 Fax: 512-440-0989 NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED D FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL -FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 12/2007 00610 - 2 of 2 BOND NO 70173937 CITY OFPEARLAND PAYMENT BOND Section 00611 PAYMENT BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That National Works, Inc. of the City of Luling , Counts of Caldwell , and State of Texas, as principal, and The Guarantee Company of North America US ithorized under the • laws of the State of Texas to act. as surety on bonds for principals, are held and firmly bound alto City of Pearland as Obligee (Owner), in the penal ruin of $ 662 570.60 SixHundred ty Two Thou a Five HundredSixSeventy & 6O/� nO sou the pa}anent whereof, the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, jointly and severally, by these presents: WHEREAS, the Principal has entered into a certainwritten contractwith the Owner, .effective as of the day of 20. (the "Contract") to commence and complete the construction of certain improvements described as follows: Manhole Rehabilitation Project City of Pearland, Texas BID NO.: 0619-43 which Contract, including the Contract Documents as defined therein, is hereby referred to and. made a part hereof as fully and to the same extent as if copied at length herein NOW THEREFORE,. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall pay all claimants supplyinglabor or material to him or a subcontractor in the prosecution of the Work provided for in said Contract, then, this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the pro\ isions of Chapter 2253 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it were copied at length herein Surety, for value received, stipulates and agrees that no change,, extension of time, alteration or addition to the terms of the contract, or to the Work performed thereunder, or the plans, specifications, or drawings accompanying the same; shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension oftime, alteration or addition to the terms of the Contract, or to the Work to be performed thereunder.. 07/2006 00611 - 1 of 2 CITY OF PEARLAND PAYMENT BOND IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 27th day of August , 2019 . Principal: National Works, Inc. Address: 1078 San Marcos Hwy Luling, TX 78648 Surety: The Guarantee Company of NortAmerica USA By: CaNdi Title: John W. Schuler, Attorney -in -fact Address: 350 Glenborough Dr., Ste. 138 Houston, TX 77067 Telephone: 830-875-2770 Telephone: 800-365-6065 Fax: Fax: 512-440-0989 NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING ITS TOLL -FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 07/2006. 00611 - 2 of 2 BOND NO. 70173937 CITY OF PEARLAND ONE-YEAR MAINTENANCE BOND Section 00612 ONE-YEAR MAINTENANCE BOND STATE OF TEXAS § COUNTY OF BRAZORIA § KNOW ALL MEN BY THESE PRESENTS: That National Works, Inc. of the City of Luling , County of Caldwell and State of Texas, as principal, and The Guarantee Company of North America USA thorized under the laws of the State of Texas to act as surety on bonds for principals, are held Idd fir�l bind into City of Pearland as Obligee 662,570.60 Six un re ix wo ousan (Owner), in the penal sum of $Five Hundred seventy & 6onoofor the payment \\ hereof, the said Principal and. Surety bind themselves, and their heirs, administrators, executors, successors, and assigns, jointly and severally, by these presents: WHPREAS, the Principal has enteredinto a certain written contract with the Owner, effective as of the day of , 20 (the "Contract") to coimnence and complete the construction of certain improvements described as follows: Manhole. Rehabilitation Project City of Pearland, Texas BID NO. which Contract is hereby referred to and made a part hereof as fully and to the .same extent as if copied at length herein. NOW THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that. if the said Principal shall faithfully correct all such work .not in accordance with. the Contract Documents discovered within the one-year period from the date of substantial completion, then this obligation shallbe void; otherwise to remain in full force and effect; PROVI I )ED, HOWEVER, thatthis bond is executed pursuant to the provisions of Chapter 2253 of the Texas. Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Statute to the same extent as if it weie copied at length herein Suiety, for value received, stipulates and agrees. that no change, extension of time, alteration or addition to the terns of the contract, of to the work performed thereunder, or the plans, specifications or drawings accompanying the same, shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change extension of time, alteration or addition to the terms of the contract, or to the work to be peiforrned thereunder. 07/2006 00612 - 1 of2 CITY OF PEA RLA ND ONE-YEAR MAINTENANCE BOND IN WETNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 27th day of August , 20 19. Principal: National Works, Inc. Address: 1078 San Marcos Hwy Luling, TX 78648 Telephone: 830-875-2770 Surety: The Guarantee Company of North Ameica USA 71- By: Title: John W. Schuler, Attorney -in -fact Address: 350 Glenborough Dr., Ste. 138 Houston, TX 77067 Telephone: 800-365-6065 Fax: Fax: 512-440-0989 NOTICE: THE ADDRESS OF THE SURETY COMPANY TO WHICH ANY NOTICE OF CLAIM SHOULD BE SENT MAY BE OBTAINED FROM THE TEXAS DEPARTMENT OF INSURANCE BY CALLING- ITS TOLL -FREE TELEPHONE NUMBER; 1-800-252-3439. END OF SECTION 07/2006 00612 - 2 of 2 • GUARANTEE' The Guarantee Company of North America USA Southfield, Michigan POWER OF ATTORNEY NOW ALL BY THESE PRESENTS: That THE GUARANTEE COMPANY OF. NORTH AMERICA USA, a, corporation organized and existing underthe laws of the State of Michigan, having its pnncipal office in Southfield,Michigan, does hereby constitute and appoint John W. Schuler, Walter E. Benson, Jr., Steve Dobson Time Insurance Agency Inc. its true and lawful attomey(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and othervrritings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fullyand amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so, and may be revoked, pursuant to and by authority of Article IX, Section 9.03 of the By -Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31d day of December, 2003. The President, or any Vice President, acting with any Secretary or Assistant Secretary, shall have power and authority: 1. To appoint Attomey(s)-in-fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, contracts of indemnity and other wntings obligatory in the nature thereof; and 2. To revoke, at any time any such Attorney -in -fact and revoke the authority given, except as provided below 3. In connection with obligations in favor of the Florida, Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011, of which the following is a true excerpt: RESOLVED that the signature of any authonzed officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and its corporate seal to be affixed by its authorized officer, this 1st day of March, 2018. THE GUARANTEE COMPANY OF NORTH AMERICA USA �'rr f Nu STATE OF MICHIGAN County of Oakland On this 1st day of March, 2018 before me came the individuals who executed the preceding instrument, to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North Amenca USA; that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of said Company.. Stephen C. Ruschak, President 8 Chief Operating Officer Cynthia A. Takai Notary Public, State of Michigan County of Oakland My Commission Expires February 27, 2024 Acting In Oakland County Randall Musseiman Secretary IN WITNESS WHEREOF, I have hereunto set my hand at The Guarantee Company of North America USA offices thee day and year above mitten. 1, Randall Musseiman, Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA, which is still in full force and effect. eicti IN WITNESS WHEREOF, I have thereunto set my hand and attached the seal of said Company this 27thday of August 201,9 Randall Musselman, Secre THE GUARANTEE'~ TEXAS CONSUMER NOTICE 1. IMPORTANT NOTICE To obtain information or make a complaint 2. You may contact your agent at: 3. You may call The Guarantee Company of North America USA's toll -free telephone number for information or to make a complaint at: 1-866-328- 0567 4. You may also write to The Guarantee Company of N orth America USA at: One Towne Square, Suite 1470 Southfield, Michigan 48076 Web* www thequaranteeus.com E mail Info(@,,thequaranteeus.com Fax: 248 750-0431 5. You may contact the Texas Department of Insurance to obtain information on companies, coverages rights or complaints at: 1-800-252- 3439 6. You may write the Texas Department of Insurance: 333 Guadalupe Street P .O. Box 149104 Austin, TX 78701 Fax (512) 490-1007 Web: http.//ww tdi.texas.gov E-mail ConsumerProtectlon(a�tdi.texas.gov 7. PREMIUM OR CLAIM DISPUTES: S hould you have a dispute concerning your premium or about a claim you should contact the (agent) (company) (agent or the company) first. If the dispute is not resolved, you may contact the Teas Department of Insurance. 8. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE P ara obtener informacion o para someter una q ueja: P uede comunicarse con su agent al U sted puede Ilamar al numero de telefono gratis de The Guarantee Company of North America USA's para informacion o para someter una queja al: 1-866-328-0567 U sted tambien puede escribir a to The Guarantee Company of North America USA; One Towne Square, Suite 1470 S outhfield, Michigan 48076 Web www.thequaranteeus.com E-mail. I nfo(a�thequaranteeus.com Fax: 248-750-0431 P uede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companies, coberturas, derechos o quejas al: 1-800-252-3439 P uede escribir al Departmento de Seguros de Texas: 333 Guadalupe Street P .O. Box 149104 Austin, TX 78701 Fax (512) 490-1007 Web: http //ww.tdi.texas.gov E-mail ConsumerProtectlon(a�tdi.texas.gov DISPUTAS SOBRE PRIMAS 0 RECLAMOS: S i tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el (agente) (la compania) agente o la compania) primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). U NA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del document adj unto. Rev. 12/2/15 On e Square, Suite 1470, Southfield, Michigan, USA 48076 I Tel: 248,281.0281 1. .328.0567 I Fax: 248.750.0431 Page 1 of 1 02015 The Guarantee Company of North America, The Guarantee is a Trademark of The Guarantee Company of North America. All rights reserved CITY OF PEARLAND PARTIAL WAIVER OF LIEN Section 00615 PARTIAL WAIVER OF LIEN AND PAYMENT AFFIDAVIT The undersigned contracted with City of Pearland to furnish connection with certain improvements to real property located in the City of Pearland, TX and owned by the City of Pearland which improvements are described as follows: in In consideration of Pay Estimate No. in the amount of $ the undersigned, on oath, states that all persons and firms who supplied labor and materials to the undersigned in connection with said Project will be fully paid within 30 days of the date of this document by the undersigned for such work through • In consideration of the payment herewith made, the undersigned does fully and finally release and hold harmless the City of Pearland and its surety, if any, through the above date from any and all claims, liens, or right to claim or lien, arising out of this Project under any applicable bond, law or statue. It is understood that this affidavit is submitted to induce payment of the above sum and for use by the City of Pearland in assuring the Owner and others that all liens and claims relating to the said Project furnished by the undersigned are paid. State of County of • Signature Printed Name & Title Subscribed and sworn to, before me, this day of My Commission Expires: Company Name ,20 Notary Public 5-12-12 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO. 1 TO GENERAL CONDITIONS WORKERS' COMPENSATION INSURANCE COVERAGE DEFINITIONS: Certificate of coverage ("cei tificate") - A copy of a certificate of insurance, a certificate of authority to self -insure issued by the commission, or a coverage agreement (TWCC81, TWCC-82, TWCC-83 or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project for the duration of the Project. Duration of the Project includes the time from the beginning of the Work on the Project until the contractor's/person's work on the Project has been completed and the Project warranty period has expired. Persons providing services on the project includes persons or entities performing all or part of the services the contractor has undertaken to perfonnr on the project, regardless of whether that person contracted directly with due contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors motor carriers and owner -operators, (as defined at Section 406.121 of the Texas Labor Code), leasing companies, and employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials or providing labor, transportation, or other service related to a project. "Services' does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. The CONTRACTOR shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers' Compensation Act, for employees of the contractor providing services on the project, for the duration of the project. C. The CONTRACTOR must provide a certificate of coverage to the OWNER prior to being awarded the Contract. D. If the coverage period shown on the CONTRACTOR's current certificate of coverage ends during the duration of the project, the CONTRACTOR must, pi for to the end of the coverage period, file a new certificate of coverage with the OWNER showing that coverage has been extended. F, The CONTRACTOR shall obtain from each subcontractor or other person providing services on a project, and provide to the OWNER: (I) a certificate of coverage prior to that person beginning work on the Project, so the OWNER will have on file certificates of coverage showing coverage for all persons providing services on the Project; and 05/2007 00700 - A 1 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (2) no later than seven days after receipt by the CONTRACTOR and prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The CONTRACTOR shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The CONTRACTOR shall notify the OWNER in writing by certified mail or personal delivery, within 10 days after the CONTRACTOR knew or should have known, of any changes that materially affect the provision of coverage of any person providing services on the Project. The CONTRACTOR shall post on each Project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. NOTICE REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440- 3789 to receive information on the legal requirements for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage." The CONTRACTOR shall contractually require each person with whom it contracts to provide services on a project, too: (1) provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Title 5 Workers' Compensation, Subtitle A Texas Workers Compensation Act, for all of its employees providing services on the Project, for the duration of the Project; (2) provide to the CONTRACTOR, prior to that person beginning work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the Project: 05/2007 00700 - A2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT (3) provide the CONTRACTOR, prior to the end of the coverage period, a new certificate of coverage, showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; (4) obtain from each other person with whom it contracts, and provide to the CONTRACTOR: (a) a certificate of coverage, prior to the other person beginning work on the Project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project (5) retain all required certificates of coverage on file for the duration of the Project and for one year thereafter (6) notify the OWNER in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the CONTRACTOR is representing to the OWNER that all employees of the CONTRACTOR who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage agreements will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the cormnission's Division of Self -Insurance Regulation. Providing false or misleading infoimation may subject the CONTRACTOR to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The CONTRACTOR's failure to comply with any of these provisions is a breach of contract by the CONTRACTOR, which entitles the OWNER to pursue all rights and remedies available to it under the Conti act, at law or in equity, if the CONTRACTOR does not remedy the breach within ten days after receipt of notice of breach from the OWNER 05/2007 00700 - A3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO. 2 TO GENERAL CONDITIONS • AGREEMENT FOR FINAL PAYMENT AND CONTRACTOR'S SWORN RELEASE In co sideration of the Final Payment under that certain contract between //4flMUtL Ord'* (hereafter "CONTRACTOR") and the City of Pearland (hereafter "OWNER") for the Project known as Manhole Rehabilitation Project (the "Contract"), the CONTRACTOR makes the following representations to OWNER, either individually if a proprietorship, or jointly and severally by all general partners if a partnership, or if a corporation, by action of the president and secretary of said corporation, as duly authorized by appropriate action of the stockholders and/or board of directors of said corporation, their signatures hereon constituting a representation under oath by said individuals that they have the authority to execute this Agreement for and on behalf of the said corporation: 1. The undersigned CONTRACTOR represents to OWNER that the Application for Payment for the Final Payment under the Contract, and the final Change Order issued under the Contract if any, whether or not modified, corrected or changed in some way by the ENGINEER, the CONTRACTOR or the OWNER, a copy of which are attached hereto and marked Exhibit "A", are true, correct and accurate, and that CONTRACTOR has received payment in full for all other Applications for Payment submitted under the Contract, and that CONTRACTOR has been fully compensated for all labor, materials, equipment and/or services furnished in connection with the Contract, except for the Final Payment. 2. It is agreed and stipulated by the undersigned CONTRACTOR that upon the receipt of Final Payment in the amount as set out on the attached Application for Payment, the CONTRACTOR, by execution of this instrument of release, does, therefore, RELEASE and FOREVER DISCHARGE OWNER of and from all manner of debts, claims, demands, obligations, suits, liabilities and causes of action of any nature whatsoever, at law or in equity, in contract or in tort, now existing or which may hereafter accrue, arising out of or related to the Contract, any Change Orders or Work Orders, the Work, or any labor, materials, equipment or services furnished by CONTRACTOR to OWNER. 3. The CONTRACTOR, acting by and through the person or persons whose names are subscribed hereto, does solemnly swear and affirm that all bills and claims have been paid to all materialmen, suppliers, laborers, subcontractors, or other entities performing services or supplying materials or equipment, and that OWNER shall not be subject to any bills, claims, demands, litigation or suits in connection therewith. 4. It is further specifically understood and agreed that this Agreement for Final Payment and Contractor's Sworn Release shall constitute a part of the Contract, and it is also specifically understood and agreed that this Agreement shall not act as a modification, waiver or renunciation by OWNER of any of its rights or remedies as set out in the Contract itself, but this Agreement for Final Payment and Contractor's Sworn Release shall constitute a supplement thereto for the additional protection of OWNER. 05/2007 00700 - B 1 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT SIGNED and EXECUTED this, the 22 day of 41,(6atS r CONTRACTOR: By: - �antead Sign Print Name: Jti-i*i l A'A) 6E Title: C4-OO [If CONTRACTOR is a proprietorship, owner must sign; if a partnership, each general partner must sign; if a corporation, the following language should be used.] SIGNED and EXECUTED this, the Zi day of AU at/sr , 2011 by N47Th Sint W OCCS; As) (a ) a Texas corporation, under authority granted to the undersigned by said corporation as contained in the Charter, By -Laws or Minutes of a meeting of said corporation regularly called and held. CONTRACTOR: By: ATTEST: Corporate Secretary (Corporate Seal) President [This form is for use by either a proprietorship or a partnership. In the event CONTRACTOR is a partnership or a joint proprietorship, additional signature lines should be added for each individual.] 05/2007 00700 - B2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT AFFIDAVIT STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared the person or persons whose name(s) are subscribed to the above and foregoing Agreement for Final Payment and Contractor's Sworn Release, who each, after being by me duly sworn, on their oaths deposed and said: I (We) am (are) the person(s) who signed and executed the above and foregoing Agreement for Final Payment and Contractor's Sworn Release, and I (we) have read the facts and statements as therein set out and the representations as made therein, and I (we) state that the above and foregoing are true and correct. CONTRACTOR - Affiant SWORN TO AND SUBSCRIBED TO before me, the day of 20. Notary Public, State of Texas My Commission Expires: [This form is for use in the event CONTRACTOR is a corporation.] 07/2006 00700 - B3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT AFFIDAVIT STATE OF TEXAS § COUNTY OF § BEFORE ME, the undersigned authority, on this day personally appeared the persons who signed and executed the above and foregoing Agreement for Final Payment mid Contractor's Sworn Release, whose names are set out above, who each, after being by me duly sworn, on their oaths deposed and said: We each are the persons whose names are subscribed above, and hold respectively the offices in the corporation as set out above, and each state under oath that we have the authority to execute this Agreement for Final Payment and Contractor's Sworn Release for and on behalf of said corporation, pursuant to authority granted to us in the Charter of said corporation, the By -Laws of said corporation and/or the Minutes of said corporation; and the facts, statements and representations as set out in the instrument to which this Affidavit is attached, are true and correct. SWORN TO AND SUBSCRIBED TO before me this, the day of 20 Notary Public, State of Texas My Commission Expires: 07/2006 00700 B4 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT ATTACHMENT NO. 3 TO GENERAL CONDITIONS OWNER'S INSURANCE REQUIREMENTS OF CONTRACTOR 1 Definitions. For purposes of this Agreement 1.1 Owner Parties. "Owner Parties" means (a) the City of Pearland, its successors and assigns, and the Engineer, (b) any officers, employees, or agents of such persons or entities, and (c) others as required by the Contract Documents, if any. 1.2 Contractor. "Contractor" shall mean the vendor providing the service or work to be performed under this Agreement. 1.3 Subcontractor. "Subcontractor" shall include •subcontractors of any tier. 1.4 ISO. "ISO" means Insurance Services Office. 2. Contractor Insurance Representations to Owner Parties 2.1 It is expressly understood and agreed that the insurance coverages required herein 2.1.1 represent Owner Parties' minimum requirements and are not to be construed to void or limit the Contractor's indemnity obligations as contained in this Agreement nor represent in any manner a determination of the insurance coverages the Contractor should or should not maintain for its own protection; and 2.1.2 are being, or have been, obtained by the Contractor in support of the Contractor's liability and indemnity obligations under this Agreement Neither the requirements as to insurance to be carried as provided for herein, the insolvency, bankruptcy or failure of any insurance company carrying insurance of the Contractor, nor the failure of any insurance company to pay claims accruing, shall be held to affect, negate or waive any of the provisions of this Agreement. 2.2 Failure to obtain and maintain the required insurance shall constitute a material breach of, and default under, this Agreement If the Contractor shall fail to remedy such breach within five (5) business days after notice by the Owner, the Contractor will be liable for any and all costs, liabilities, damages and penalties resulting to the Owner Parties from such breach, unless a written waiver of the specific insurance requirement(s) is provided to the Contractor by the Owner In the event of any failure by the Contactor to comply with the provisions of this Agreement the Owner may, without in any way compromising or waiving any right or remedy at law or in equity, on notice to the Contractor, purchase such insurance, at the Contractor's expense, provided that the Owner shall have no obligation to do so and if the Ownei shall do so, the Contactor shall not be relieved of or excused from the obligation to obtain and maintain such insurance amounts and coverages. 10-2012 00700 - CI CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 3. Conditions Affecting All Insurance Required Herein 3.1 Cost of Insurance. All insurance coverage shall be provided at the Contractor's sole expense. 3.2 Status and Rating of Insurance Company All insurance coverage shall be written through insurance companies authorized to do business in the state in which the work is to be performed and rated no less than A-: VII in the most current edition of A. M. Best's Key Rating Guide. 3.3 Restrictive, Limiting, or Exclusionary Endorsements. All insurance coverage shall be provided to the Owner Parties in compliance with the requirements herein and shall contain no endorsements that restrict, limit, or exclude coverage required herein in any manner without the prior express written approval of the Owner. 3.4 Limits of Liability. The limits of liability may be provided by a single policy of insurance or by a combination of primary and umbrella policies, but in no event shall the total limits of liability available for any one occurrence or accident be less than the amount required herein 3.5 Notice of Cancellation, Nonrenewal, or Material Reduction in Coverage. All insurance coverage shall contain the following express provision: In the event of cancellation, non -renewal, or material reduction in coverage affecting the certificate holder, thirty (30) days prior written notice shall be given to the certificate holder by certified mail or registered mail, return receipt requested. 3.6 Waiver of Subrogation. The Contractor hereby agrees to waive its rights of recovery from the Owner Parties with regard to all causes of property and/or liability loss and shall cause a waiver of subrogation endorsement to be provided in favor of the Owner Parties on all insurance coverage carried by the Conti actor, whether required herein or not. 3.7 Deductible/Retention. Except as otherwise specified herein, no insurance required herein shall contain a deductible or self -insured retention in excess of $25,000 without prior written approval of the Owner. All deductibles and/or retentions shall be paid by, assumed by, for the account of, and at the Contractor's sole risk. The Contractor shall not be reimbursed for same. Maintenance of Insurance. The following insurance shall be maintained in effect with limits not less than those set forth below at all times during the term of this Agreement and thereafter as required: 10-2012 00700 - C2 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.1 Commercial General Liability Insurance 4.1.1 Coverage. Such insurance shall cover liability arising out of all locations and operations of the Contractor, including but not limited to liability assumed under this contract (including the tort liability of another assumed in a business contract). Defense shall be provided as an additional benefit and not included within the limit of liability. 4.1.2 Form Commercial General Liability Occurrence form (at least as broad as an unmodified ISO CG 0001 0798 or its equivalent) 4.1.3 Amount of Insurance. Coverage shall be provided with limits of not less than: Hach Occurrence Limit General Aggregate Limit Product -Completed Operations Aggregate Limit Personal and Advertising Injury Limit 4.1.4 Required Hndorsements $1,000,000 $2,000,000 $2,000,000 S 1,000,000 a. Additional Insured. Additional insured status shall be provided in favor of the Ownei Parties on any of the following: i. ISO form CG 20 10 11 85; or ii. ISO fou n CG 20 26 11 85; or a combination of ISO forms CG 20 33 10 01 and CG 20 37 10 01; or iv. any form providing equivalent protection to Owner b. Designated Construction Project(s) Aggregate Limit. The aggregate limit shall apply separately to this Agreement through use of an ISO CG 25 03 03 97 endorsement or its equivalent. c. Notice of Cancellation, Nonrenewal or Material Reduction in Coverage as required in 3 5, above. d. Personal Injury Liability The personal injury contractual liability exclusion shall be deleted. e. Primary and Non -Contributing Liability. It is the intent of the parties to this Agreement that all insurance required herein shall be primary to all insurance available to the Owner Parties. The obligations of the Contractor's insurance shall not be affected by any other insurance available to the Owner Parties and shall seek no contribution from the Ownei Parties' insurance, whether primary, excess contingent, or on any other basis. The Contractor's insurance coverage shall be endorsed to provide such primary and non-contributing liability. f. Waiver of Subrogation, as required in 3 6, above. 4.1.5 Continuing Commercial General Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial 10-2012 00700 - C3 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Completion of the Work to be perforuned under this Agreement. The Contractor shall provide written representation to Owner stating Work completion date. 4.2 Auto Liability Insurance 4.2.1 Coverage. Such insurance shall cover liability arising out of any auto (including owned, hired, and non -owned). 4.2.2 Form. Business Auto form (at least as broad as an unmodified ISO CA 0001 or its equivalent) 4.2.3 Amount of Insurance. Coverage shall be provided with a limit of not less than $1,000,000. 4.2.4 Required Endorsements a. Notice of Cancellation, Nomenewal or Material Reduction in Coverage, as required in 3.5, above. b. Waiver of Subrogation, as required in 3 6, above. 4.3 Employer's Liability Insurance 4.3.1 Coverage. Employer's Liability Insurance shall be provided as follows: 4.3.2 Amount of Insurance. Coverage shall be provided with a limit of not less than: F,mployer's Liability: $1,000,000 each accident and each disease. 4.3.3 Required Endorsements a. Notice of Cancellation, Nomenewal or Material Reduction in Coverage, as requited in 3.5, above. b. Waiver of Subrogation, as required in 3.6, above. 4.4 Umbrella Liability Insurance 4.4.1 Coverage. Such insurance shall be excess over and be no less broad than all coverages described above and shall include a drop -down provision for exhaustion of underlying limits. 4.4.2 Form. This policy shall have the same inception and expiration dates as the commercial general liability insurance required above. 4.4.3 Amount of Insurance. Coverage shall be provided with a limit of not less than 55,000,000. 10-2012 00700 - C4 CITY OFPEARLAND GENERAL CONDITIONS OF AGREEMENT 4.4.4 Continuing Umbrella Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount, including required endorsements, for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.5 Professional Liability Insurance 4.5.1 Coverage. The Contractor shall provide professional liability insurance for any professional design or engineering drawing required by the work. Such insurance shall indemnify the Owner from- claims arising from the negligent performance of professional services of any type, including but not limited to design or design/build services as part of the Work to be performed. 4.5.2 Form. This insurance shall include prior acts coverage sufficient to cover all services rendered by the Contractor and by its consultants under this Agreement. It is recognized that this coverage may be provided on a Claims - Made basis. 4.5.3 Amount of Insurance. Coverage shall be provided with a limit of not less than $1,000,000. 4.5.4 Continuing Professional Liability Insurance. The Contractor shall maintain such insurance in identical coverage, form and amount for at least one (1) year following Date of Substantial Completion of the Work to be performed under this Agreement. The Contractor shall provide written representation to the Owner stating Work completion date. 4.6 Builder's Risk 4.6.1 Insureds. Insureds shall include: a. Owner, General Contactor and all Loss Payees and Mortgagees as Named Insureds; and b. subcontractors of all tiers in the Work as Additional Insureds. 4.6.2 Covered Property. Such insurance shall cover: 10-2012 00700 - CS CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Forrn a. all structure(s) under construction, including retaining walls, paved surfaces and roadways, bridges, glass, foundation(s), footings, underground pipes and wiring, excavations, grading, backfilling or filling; all temporary structures (e.g., fencing, scaffolding, cribbing, false work, forms, site lighting, temporary utilities and buildings) located at the site; c. all property including materials and supplies on site for installation; d. all property including materials and supplies at other locations but intended for use at the sites e. all property including materials and supplies in transit to the site for installation by all means of transportation other than ocean transit; and f. other Work at the site identified in the Agreement to which this Exhibit is attached. a. Coverage shall be at least as broad as an unmodified ISO Special form, shall be provided on a completed -value basis and shall be primary to any other coverage insurance available to the insured parties, with that other insurance being excess, secondary and non- contributing. b. No protective safeguard warranty shall be permitted. c. Required coverage shall further include: Additional expenses due to delay in completion of project (where applicable) ii Agreed value iii. Damage arising from error, omission or deficiency in construction methods, design, specifications, workmanship or materials, including collapse iv. Debris removal additional limit v. Earthquake (where applicable) vi. Earthquake sprinkler leakage (where applicable) vii. Expediting expenses viii. Flood (where applicable) ix. Freezing x. Mechanical breakdown, including hot & cold testing (where applicable) xi. Notice of cancellation non -renewal or material reduction 60 days prior written notice to each insured xii. Occupancy clause, as required in F, $ TBD Included without sublimit Included without sublimit 25% of direct damage loss $ TBD $ TBD $ TBD $ TBD Included without sublimit Included without sublimit Included Included 10-2012 00700 - C6 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT below xiii. Ordinance or law xiv. Pollutant clean-up and removal xv. Preservation of property xvi. Replacement cost xvii. Theft xviii. Waiver of subrogation as required in G, below. Included without sublimit $ TBD Included without sublimit Included Included without sublimit Included 4.6.3 Amount of Insurance. Coverage shall be provided in an amount equal at all times to the full replacement value and cost of debris removal for any single occurrence. 4.6.4 Deductibles. Deductibles shall not exceed the following• a. All Risks of Direct Damage, Per Occurrence, except Delayed Opening Waiting Period c. Flood, Per Occurrence Earthquake and Earthquake Sprinkler Leakage, Per Occurrence $5,000 5 Days $25,000 or excess of NFIP if in Flood Zone A, B or V $25,000 4.6.5 Termination of Coverage. The termination of coverage provision shall be endorsed to permit occupancy of the covered property being constructed so long as such occupancy does not exceed 20% of the usable area of the property. This insurance shall be maintained in effect, unless otherwise provided for in the Contract Documents, until the earliest of the following dates: a. the date on which all persons and organizations who are insureds under the policy agree that it shall be terminated; the date on which final payment, as provided for in the Agreement to which this Exhibit is attached, has been made; or c. the date on which the insurable interests in the Covered Property of all insureds other than Contractor have ceased. 10-2012 00700 - C7 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 4.6.6 Waiver of Subrogation. The waiver of subrogation provision shall be endorsed as follows: a. A waiver of subrogation shall be provided in favor of all insureds b. The waiver of subrogation provisions shall be endorsed as follows: Should a covered loss be subrogated, either in whole or in part, your rights to any recovery will come first, and we will be entitled to a recovery only after you have been fully compensated for the loss. 5. Intentionally left blank. Evidence of Insurance 6.1 Provision of Evidence Evidence of the insurance coverage required to be maintained by the Contractor, represented by certificates of insurance, evidence of insurance, and endorsements issued by the insurance company or its legal agent, and must be furnished to the Owner prior to commencement of Work and not later than fifteen (15) days after receipt of this Agreement. New certificates of insurance, evidence of insurance, and endorsements shall be provided to the Owner prior to the termination date of the current certificates of insurance, evidence of insurance, and endorsements 6.2 Form 6.2.1 All property insuiance required herein shall be evidenced by ACORD form 28, "Evidence of Property Insurance". 6.2.2 All liability insurance required herein shall be evidenced by ACORD form 25, "Certificate of Insurance". 6.3 Specifications. Such certificates of insurance, evidence of insurance, and endorsements shall specify: 6.3.1 The Owner as a certificate holder with correct mailing address. 6.3.2 Insured's name which must match that on this Agreement. 6.3.3 Insurance companies affording each coverage, policy number of each coverage, policy dates of each coverage, all coverages and limits described herein, and signature of authorized representative of insurance company. 6.3.4 Producer of the certificate with correct address and phone number listed. 6.3.5 Additional insured status required herein 6.3.6 Amount of any deductibles and/or retentions. 6.3.7 Cancellation, non -renewal and material reduction in coverage notification as required by this Agreement. Additionally, the words "endeavor to" and `but failure to marl such notice shall impose no obligation or liability of any kind upon Company, it agents or representatives" shall be deleted from the cancellation provision of the ACORD 25 certificate of insuiance form. 6.3.8 Designated Construction Project Aggregate Limits required herein 6.3.9 Personal Injury contractual liability required herein. 6.3.10 Primary and non-contributing status required herein. 10-2012 00700 - C8 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT 6.3.11 Waivers of subrogation required herein 6.4 Required Endorsements. A copy of each of the required endorsements shall also be provided. 6.5 Failure to Obtain. Failure of any Owner Party to demand such certificate or other evidence of full compliance with these insurance requirements or failure of any Owner Party to identify a deficiency from evidence that is provided shall not be construed as a waiver of the Contractor's obligation to maintain such insurance. 6.6 Certified Copies. Upon request of any Owner Party, the Contractor shall provide to the Owner a certified copy of all insurance policies required herein within ten (10) days of any such request. Renewal policies, if necessary, shall be delivered to the Owner prior to the expiration of the previous policy. 6.7 Commencement of Work. Commencement of Work without provision of the required certificate of insurance, evidence of insurance and/or required endorsements, or without compliance with any other provision of this Agreement, shall not constitute a waiver by any Owner Party of any rights. The Owner shall have the right, but not the obligation, of prohibiting the Contractor or any subcontractor from performing any Work until such certificate of insurance, evidence of insurance and/or required endorsements are received and approved by the Owner. 7. Insurance Requirements of Contractor's Subcontractors 7.1 Insurance similar to that required of the Contractor shall be provided by all subcontractors (or provided by the Contractor on behalf of subcontractors) to cover operations performed under any subcontract agreement The Contractor shall be held responsible for any modification in these insurance requirements as they apply to subcontractors. The Contractor shall maintain certificates of insurance fiom all subcontractors containing provisions similar to those listed herein (modified to recognize that the certificate is from subcontractor) enumerating, among other things, the waivers of subrogation, additional insured status, and primary liability as required herein, and make them available to the Owner upon request. 7.2 The Contractor is fully responsible for loss and damage to its property on the site, including tools and equipment, and shall take necessary precautions to prevent damage to or vandalism, theft, burglary, pilferage and unexplained disappearance of property Any insurance covering the Contractor's or its subcontractor's property shall be the Contractor's and its subcontractor's sole and complete means or recovery for any such loss. To the extent any loss is not covered by said insurance or subject to any deductible or co-insurance, the Contractor shall not be reimbursed for same. Should the Contractor or its subcontractors choose to self insure this risk, it is expressly agreed that the Contractor hereby waives, and shall cause its subcontractors to waive, any claim for damage or loss to said property in favor of the Owner Parties. 8. Use of the Owner's Equipment. The Contractor, its agents, employees, subcontractors or suppliers shall use the Owner's equipment only with express written permission of the 10-2012 00700 - C9 CITY OF PEARLAND GENERAL CONDITIONS OF AGREEMENT Owner's designated representative and in accordance with the Owner's terms and condition foi such use. If the Contractor or any of its agents, employees, subcontractors or suppliers utilize any of the Owner's equipment for any purpose, including machinery, tools, scaffolding, hoists, lifts or similar items owned, leased or under the control of the Owner, the Contractor shall defend, indemnify and be liable to the Owner Parties for any and all loss or damage which may arise from such use 9. Release and Waiver. The Contractor hereby releases, and shall cause its subcontractors to release, the Owner Parties from any and all claims or causes of action whatsoever which the Contractor and/or its subcontractors might otherwise now or hereafter possess resulting in or from or in any way connected with any loss covered by insurance, whether required herein or not, or which should have been coveted by insurance required herein, including the deductible and/or uninsured portion thereof, maintained and/or required to be maintained by the Contractor and/or its subcontractors pursuant to this Agreement 10-2012 00700 - C 10 CITY OF PEARLAND WAGE SCALE FOR ENGINEERING CONSTRUCTION Section 00811-1 WAGE SCALE FOR ENGINEERING CONSTRUCTION General Decision Number : TX20190032 01/04/19 (See attached sheets) 10-2012 00811 - 1 of 1 8/19/2019 beta.SAM.gov "General Decision Number: TX20190032 01/04/2019 Superseded General Decision Number: TX20180044 State: Texas Construction Type: Heavy County: Brazoria County in Texas. HEAVY CONSTRUCTION PROJECTS (Including Water and Sewer Lines (Does Not Include Flood Control) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. https://beta.sam.gov/wage-determmation/TX20190032/0/document 1/7 8/19/2019 beta.SAM.gov Modification Number Publication Date 0 01/04/2019 * SFTX0669-001 04/01/2017 Rates Fringes SPRINKLER FITTER (Fire Sprinklers) $ 29.03 15.84 SUTX2005-018 05/18/2005 Rates Fringes Carpenter $ 14.38 0.00 CEMENT MASON/CONCRETE FINISHER$ 11.37 1.13 ELECTRICIAN $ 18.40 1.34 Formbuilder/Formsetter $ 9.83 1.69 IRONWORKER, REINFORCING $ 11.29 0.00 Laborers: Common $ 8.99 1.25 Landscape $ 7.35 0.00 Mason Tender Cement $ 9.96 0.00 Pipelayer $ 9.63 1.50 PIPEFITTER $ 17.00 0.04 POWER EQUIPMENT OPERATOR: Backhoe $ 12.74 0.00 Bulldozer $ 12.46 0.00 Crane $ 11.00 0.74 Excavator $ 16.74 0.00 https://beta.sam.gov/wage-determination/TX20190032/0/document 2/7 8/19/2019 beta.SAM.gov Front End Loader $ 10.47 Grader $ 12.20 Tractor $ 11.29 1.28 1.48 1.45 TRUCK DRIVER $ 14.42 1.00 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours t hey work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons ✓ esulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information o n contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within t he scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the https://beta.sam.gov/wage-determination/TX20190032/0/document 3/7 8/19/2019 cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical o rder of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). U nion Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of t he union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. S urvey Rate Identifiers beta.SAM.gov Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and n on -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the https://beta.sam.gov/wage-determination/TX20190032/0/document 4/7 8/19/2019 wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of e ach year, to reflect a weighted average of the current n egotiated/CBA rate of the union locals from which the rate is based. beta.SAM.gov WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: • * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted https://beta.sam.gov/wage-determination/TX20190032/0/document 5/7 8/19/2019 because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requester considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. beta.SAM.gov https://beta.sam.gov/wage-determination/TX20190032/0/document 6/7 8/19/2019 beta.SAM.gov END OF GENERAL DECISION 111 https://beta.sam.gov/wage-determination/TX20190032/0/document 7/7 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 1 TECHNICAL SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS 04/2008 CITY OF PEARLAND 1.1 GENERAL CONTRACTOR'S USE OF PREMISES Section 01140 CONTRACTOR'S USE OF PREMISES 1.2 SECTION INCLUDES A General use of the Project Site including properties inside and outside of the limits of construction, work affecting roads, lamps, streets and driveways and notification to adjacent occupants. B References to Technical Specifications: 1 Section 01350 — Submittals 2 Section 01730 — Cutting & Patching 3 Section 01555 — Traffic Control & Regulation 4 Section 01562 — Waste Material Disposal 5 Section 01720 — Field Surveying 6 Section 02980 — Pavement Repair 7 Section 02770 — Curbs, Curb & Gutter, & Headers 8 Section 02255 — Bedding, Backfill, & EmbankmentMaterials 9 Section 02922 — Sodding 10 Section 02921 — Hydromulch Seeding 1.3 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.4 LIMITS OF CONSTRUCTION A Confine access, operations, and storage areas to limits of construction as shown on the Plans provided by Owner as stipulated in Section 00700 — General Conditions of Agreement; trespassing on abutting lands or other lands in the area is not allowed B Contractor may make arrangements, at Contractor's cost, for temporary use of private properties, in which case Contractor and Contractor's surety shall indemnify and hold harmless the Owner against claims or demands arising from such use of properties outside of the limits of construction. 1. Improvements to private properties made for the Contractor's use mustbe removed upon completion of the Work. a. No fill material may be placed in temporary work areas or on adjacent private properties without the written permission of the Engineer or the issuance of a Fill Permit by the City of Pearland or other governing entity. C Restrict total length which materials may be distributed along the route of the construction at any one time to 1,000 linear feet unless otherwise approved by Engineer. 01/2018 01140-1of4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES 1.5 PROPERTIES OUTSIDE OF LIMITS OF CONSTRUCTION A If Contractor's means and methods require the acquisition of Temporary Construction Easements or any access to private property not already included in the above, such access and documentation along with any costs involved shall be the responsibility of the Contractor. B Altering the condition of properties adjacent to and along the limits of construction will not be permitted unless authorized by the Engineer and property owner(s) as noted above C Means, methods, techniques, sequences, or procedures which will result in damage to properties or improvements in the vicinity outside of the limits of construction will not be permitted without temporary or permanent easements as determined by the Engineer. D Any damage to properties outside of the limits of construction shall be repaired or replaced to the satisfaction of the Engineer and at no cost to the Owner. E Contractor shall protect or replace all property corners monuments or other demarcations disturbed, damaged or lost as a result of his activities The replacement of these devices shall be properly documented to the satisfaction of the City by a Registered Public Land Surveyor with copies delivered to the Owner or private property owner 1.6 USE OF SITE A Obtain approvals of governing authorities prior to impeding or closing public roads or streets. Do not close consecutive intersections simultaneously B Notify Engineer 48 hours prior to closing a street or a street crossing. Permits for street closures are required in advance and are the responsibility of the Contractor. C Maintain access for emergency vehicles including access to fire hydrants. D Avoid obstructing drainage ditches or inlets; when obstruction is unavoidable due to requirements of the Work, provide grading and temporary drainage structures to maintain unimpeded flow. E Locate and protect private lawn sprinkler systems which may exist on rights -of -ways within the Project Site. Repair or replace damaged systems to condition equal to or better than that existing at start of the Work. F When required by the Work, cutting, patching, and fitting of Work to existing facilities, accommodating installation or connection of Work with existing facilities, or uncovering Work for access, inspection, or testing shall be performed in accordance with Section 01730 — Cutting & Patching. G Fires are not permitted on the Project Site. 01/2018 01140 - 2 of 4 CITY OF PF,ARLAND CONTRACTOR'S USE OF PREMISES 1.7 NOTIFICATION TO ADJACENT OCCUPANTS A Notify individual occupants in areas to be affected by the Work of the proposed construction and time schedule. Notification shall be 24 hours, 72 hours and 2 weeks prior to work being performed within 200 feet of the homes orbusinesses. B Include in notification names and telephone numbers of two representatives for resident contact, who will be available on 24-hour call. Include precautions which will be taken to protect private property and identify potential access or utility inconvenience or disruption. C Submit proposed notification to Engineer for approval. Consideration shall be given to the ethnicity of the neighborhood where hnglish is not the dominant language. Notice shall be in an understandable language. 1.8 EXCAVATION IN STREETS AND DRIVEWAYS A Avoid hindering or needlessly inconveniencing public travel on a street or any intersecting alley or street for more than two blocks at any one time, except by permission of the Engineer. B Obtain the Engineer's approval when the nature of the Worlc requires closing of an entire street. Permits required for street closure are the Contractor's responsibility. Avoid unnecessary inconvenience to abutting property owners. C Remove surplus materials and debris and open 1000 feet or less for public use as work in that block is complete. D Acceptance of any portion of the Work will not be based on return of street to public use. E Avoid obstructing driveways or entrances to private property. F Provide temporary crossing or complete the excavation and backfill in one continuous operation to minimize the duration of obstruction when excavation is required across drives or entrances. G Provide barricades and signs in accordance with Section 01555 — Traffic Control & Regulation. 1.9 CLEAN-UP A Maintain Project Site in a neat and orderly manner. B Perform daily clean-up in and around construction zone of dirt, debris, scrap materials, other disposable items. Leave streets, driveways, and sidewalks broom -clean or its equivalent at the end of each work day. D Promptly remove barriers, signs, and components of other control systems that are no 01/2018 01140 3 of4 CITY OF PEARLAND CONTRACTOR'S USE OF PREMISES longer being utilized. E Dispose of waste and excess materials in accordance with requirements of Section 01562 — Waste Material Disposal. 1.10 RESTORATION A Restore damaged permanent facilities to pre -construction conditions unless replacement or abandonment of facilities is indicated on the Plans. B Repair/Replace removed or damaged pavement in accordance with Section 02980 Pavement Repair and removed or damaged curbs, gutters, and headers in accordance with Section 02770 — Curbs, Curb & Gutter, & Headers. Repair/Replace with like materials to match existing style, lines, grades, etc., unless otherwise directed by Engineer. C Repair turf areas which become damaged by Contractor's operations at no additional cost to Owner D Level with bank sand or topsoil, conforming to Section 02255 — Bedding, Backfill, & Embankment Materials, as approved by the Engineer. E Provide sodding in areas of residential land use over the surface of ground disturbed during construction and not paved, or not designated to be paved, in accordance with Section 02922 — Sodding. Use only block sodding; do not use spot sodding or sprigging. F Provide hydromulch seeding in areas of commercial, industrial or undeveloped land use over the surface of ground disturbed during construction and not paved, or not designated to be paved, in accordance with Section 02921 — Hydromulch Seeding G Water and level newly sodded areas with adjoining turf using steel wheel rollers appropriate for sodding 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 01/2018 01140 - 4 of 4 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES Section 01200 MEASUREMENT AND PAYMENT PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for measurement and payment of Work. B Conditions for nonconformance assessment and nonpayment for rejected products. C References to Technical Specifications: See Bid Proposal Sheet D Reference Standards: 1. Concrete Reinforcing Steel Institute (CRSI) 2. American Institute of Steel Construction (AISC) 1.02 AUTHORITY A Units and methods delineated in this Section are intended to complement the criteria of the Technical Specifications and Section 00300 — Bid Proposal. In the event of conflict, the unit specified for Bid Items in Section 00300 — Bid Proposal shall govern. C Measurements and quantities submitted by the Contractor will be verified by the Engineer. D Contractor shall provide necessary equipment, workers, and survey personnel as required by Engineer to verify quantities. 1.03 UNIT QUANTITIES SPECIFIED A Quantity and measurement estimates stated in Section 00300 — Bid Proposal are for contract purposes only. Quantities and measurements supphed or placed in the Work, authorized and verified by Engineer shall determine payment as stated in Section 00700 — General Conditions of Agreement. B If the actual Work requires greater or lesser quantities than those quantities indicated in Section 00300 — Bid Proposal, provide the required quantities at the unit prices contracted except as otherwise stated in Section 00700 — General Conditions of Agieement or in executed Change Order. 1.04 MEASUREMENT OF QUANTITIES A Measurement by Weight: Reinforcing steel, rolled or formed steel or other metal shapes will be measuied by CRSI of AISC Manual of Steel Construction weights. Welded assemblies will be measuied by CRSI or AISC Manual of Steel Construction or scale weights. 05/2007 01200 - 1 of 3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES B Measurement by Volume: 1. Stockpiles: Measured by cubic dimension using mean length, width, and height or thickness. 2. Excavation and Embankment Materials: Measured by cubic dimension using the average end area method. C Measurement by Area: Measured by square dimension using mean length and width or radius. D Linear Measurement: Measured by linear dimension, at the item centerline or mean chord. E Stipulated Price Measurement: By unit designated in the agreement. F Other: Items measured by weight, volume, area, or lineal means or combination, as appropriate, as a completed item or unit of the Work. 1.05 PAYMENT A Payment includes full compensation for all required supervision, labor, products, tools, equipment, plant, transportation, services, and incidentals; and erection, application or installation of an item of the Work; and Contractor's overhead and profit. The price bid shall include the total cost for required Work. Claims for payment as Unit Price Work not specifically covered in Section 00300 — Bid Proposal will not be accepted. B Progress Payments for Unit Price Work will be based on the Engineer's observations and evaluations of quantities incorporated in the Work multiplied by the unit price. C Progress Payments for Lump Sum Work will be based on the Engineer's observations and evaluations of the percentage of quantities included in the schedule of values incorporated in the Work. D Final Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities determined by Engineer multiplied by the unit price for Work which is incorporated in or made necessary by the Work. 1.06 NONCONFORMANCE ASSESSMENT A Remove and replace the Work, or portions of the Work, not conforming to the Contract Documents. B If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct one of the following remedies: 1. The nonconforming Work will remain as is, but the unit price will be adjusted to a lower price at the discretion of the Fngineer. 2. The nonconforming Work will be modified as authorized by the Engineer, and the unit price will be adjusted to a lower price at the discretion of the Engineer, if the modified Work is deemed to be less suitable than originally specified. 05/2007 01200-2of3 CITY OF PEARLAND MEASUREMENT AND PAYMENT PROCEDURES C Individual Technical Specifications may modify these options or may identify a specific formula or percentage price reduction. D The authority of the Engineer to assess the nonconforming Work and identify payment adjustment is final. 1.07 NONPAYMENT FOR REJECTED PRODUCTS A Payment will not be made for any of the following: 1. Products wasted or disposed of in a manner that is not acceptable to Engineer. 2. Products determined as nonconforming before or after placement. 3. Products not completely unloaded from transporting vehicle. 4. Products placed beyond the lines and levels of the required Work. 5. Products remaining on hand after completion of the Work, unless specified otherwise. 6. Loading, hauling, and disposing of rejected products. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 05/2007 01200 3 of 3 CITY OF PEARLAND CHANGE ORDER PROCEDURES Section 01290 CHANGE ORDER PROCEDURES 1.0 GENERAL 1.01 SECTION INCLUDES A Procedures for processing Change Orders, including: 1. Assignment of a responsible individual for approval and communication of changes in the Work; 2. Documentation of change in Contract Price and Contract Time; 3. Change procedures, using proposals and construction contract modifications, Work Change Directive Stipulated Price Change Order, Unit Price Change Ordei, Time and Materials Change Order; 4. Rxecution of Change Orders* 5. Correlation of Contractor Submittals. B References to Technical Specifications: 1. Section 01350 — Submittals 2. Section 01760 — Project Record Documents C Other References• 1. Rental Rate Blue Book for Construction Equipment (Data Quest Blue Book). Rental Rate is defined as the full unadjusted base rental rate for the appropriate item of construction equipment. 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 RESPONSIBLE INDIVIDUAL A Contractor shall provide a letter indicating the name and address of the individual authorized to execute change documents, and who shall also be responsible for informing others in Contractor's employ and Subcontractors of changes to the Work. The information shall be provided at the Preconstruction Conference. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME A Provide full information required for identification and evaluation of proposed changes, and to substantiate costs of proposed changes in the Work. B Contractor shall document each Proposal for Change in cost or time with sufficient data to allow for its evaluation. 02/2008 01290 - 1 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES C Proposal for Change shall include, as a minimum, the following information as applicable: 1. Original Quantities of items in Section 00300 — Bid Proposal with additions, reductions, deletions, and substitutions. 2. When Work items were not included in Section 00300 — Bid Proposal, Contractor shall provide unit prices for the new items, with supporting information as required by the Engineer. 3. Justification for any change in Contract Time. 4. Additional data upon request. D For changes in the Work performed on a time -and -material basis, the following additional information may be required: 1. Quantities and description of products and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit as noted in Section 00700 — General Conditions of Agreement, 7.03 "Extra Work". 4. Dates and times work was performed, and by whom. 5. Time records and certified copies of applicable payrolls. 6. Invoices and receipts for products, rented equipment, and subcontracts, similarly documented. E Rented equipment will be paid to the Contractor by actual invoice cost for the duration of time required to complete the extra work If the extra work comprises only a poition of the rental invoice where the equipment would otherwise be on the site, the Contractor shall compute the hourly equipment rate by dividing the actual monthly invoice by 176. (One day equals 8 hours and one week equals 40 hours.) Operating costs shall not exceed the estimated operating costs given for the item of equipment in the Blue Book. F For changes in the work performed on a time -and -materials basis using Contractor - owned equipment, compute rates with the Blue Book as follows: 1. Multiply the appropriate Rental Rate by an adjustment factor of 70 percent plus the full rate shown for operating costs. The Rental Rate utilized shall be the lowest cost combination of hourly, daily, weekly or monthly rates. Use 150 percent of the Rental Rate for double shifts (one extra shift per day) and 200 percent of the Rental Rate for more than two shifts per day. No other rate adjustments shall apply. 2. Standby rates shall be 50 percent of the appropriate Rental Rate shown in the Blue Book. Operating costs will not be allowed. 1.05 CHANGE PROCEDURES A Changes to Contract Price or Contract Time can only be made by issuance of a Change Order. Issuance of a Work Change Directive or written acceptance by the Engineer of changes will be formalized into Change Orders. All such changes will be in accordance with the requirements of Section 00700 — General Conditions of Agreement, 7.01 "Change Orders". 02/2008 01290 - 2 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES B The Engineer will advise Contractor of Minor Changes in the Work not involving an adjustment to Contract Price or Contract Time as authorized by Section 00700 — General Conditions of Agreement, 7.02 ` Minor Changes", by issuing supplemental instructions. C Contractor may request clarification of Plans, Technical Specifications or Contract Documents or other information. Response by the Engineer to a Request for Information does not authorize the Contractor to perform tasks outside the scope of the Work. All changes must be authorized as described in this Section. 1.06 PROPOSALS FOR CHANGE AND CONTRACT MODIFICATION A The Engineer may issue a Request for Proposal, which includes a detailed description of a proposed change with supplementary or revised Plans and Technical Specifications. The Engineer may also request a proposal in the response to a Request for Information. Contractor will prepare and submit its Proposal for Change within 7 days or as specified in the request. B The Contractor may propose an unsolicited change by submitting a Proposal for Change to the Engineer describing the proposed change and its full effect on the Work with a statement describing the reason for the change and the effect on the Contract Price and Contract Time including full documentation. 1.07 WORK CHANGE DIRECTIVE A Engineer may issue a signed Work Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. B The document will describe changes in the Work and will designate a method of determining any change in Contract Price or Contract Time. C Contractor shall proceed promptly to execute the changes in the Work in accordance with the Work Change Directive. 1.08 STIPULATED PRICE CHANGE ORDER A A Stipulated Price Change Order will be based on an accepted Proposal for Change including the Contractor's lump sum price quotation. 1.09 UNIT PRICE CHANGE ORDER A Where Unit Prices for the affected items of the Work are included in Section 00300 - Bid Proposal , the Unit Price Change Order will be based on unit prices as originally bid, subject to provisions of Section 00700 — General Conditions of Agreement. B Where unit prices of the Work are not pre -determined in Section 00300 — Bid Proposal, Work Change Directive or accepted Proposal for Change will specify the unit prices to be used. 02/2008 01290 - 3 of 4 CITY OF PEARLAND CHANGE ORDER PROCEDURES 1.10 TIME -AND -MATERIAL CHANGE ORDER A Contractor shall provide an itemized account and supporting data after completion of change, within time limits indicated for claims in Section 00700 — General Conditions of Agreement. B Engineer will determine the change allowable in Contract Price and Contract Time as provided in Section 00700 — General Conditions of Agreement. C Contractor shall maintain detailed records of work done on time -and -material basis as specified in this Section, 1.04 ` Documentation of Change in Contract Price and Contract Time". D Contractor shall provide full information required for evaluation of changes, and shall substantiate costs for changes in the Work. 1.11 EXECUTION OF CHANGE DOCUMENTATION A Engineer will issue Change Orders, Work Change Directives or accepted Proposals for Change for signatures of parties named in Section 00500 — Standard Form of Agreement. 1.12 CORRELATION OF CONTRACTOR SUBMITTALS A For Stipulated Price Contracts, Contractor shall promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. B For Unit Price Contracts, the next monthly Application for Payment of the Work after acceptance of a Change Order will be revised to include any new items not previously included and the appropriate unit rates. C Contractor shall promptly revise progress schedules to reflect any change in Contract Time, and shall revise schedules to adjust time for other items of work affected by the change, and resubmit for review. D Contractor shall promptly enter changes to the on -site and record copies of the Plans, Technical Specifications or Contract Documents as required in Section 01760 Project Record Documents. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed FND OF SFCTION 02/2008 01290 - 4 of 4 CITY OF PEARLAND COORDINATION AND MEETINGS Section 01310 COORDINATION AND MEETINGS 1.0 GENERAL 1.01 SECTION INCLUDES A Section includes general coordination including Preconstruction Conference, Site Mobilization Conference, and Progress Meetings. References to Technical Specifications: 1. Section 01100 — Summary of Work 1.02 RELATED DOCUMENTS A Coordination is required throughout the documents. Refer to all of the Contract Documents and coordinate as necessary. 1.03 ENGINEER AND REPRESENTATIVES A The Engineer may act directly or through designated representatives as defined in Section 00700 — General Conditions of Agreement, 1.01 "Owner, Contractor, and Engineer', and as identified by name at the Preconstruction Conference. 1.04 CONTRACTOR COORDINATION A Coordinate scheduling, submittals, and work of the various Technical Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. B Coordinate completion and clean up of the Work for Substantial Completion and for portions of the Work designated for Owner's partial occupancy. C Coordinate access to Project Site for correction of nonconforming work to minimize disruption of Owner's activities where Owner is in partial occupancy. 1.05 PRECONSTRUCTION CONFERENCE A Engineer will schedule a Preconstruction Conference. B Attendance Required: Engineer's representatives, Consultants, Contractor, and major Subcontractors. C Agenda: 1. Distribution of Contract Documents. 2. Designation of personnel representing the parties to the Contract, and the Consultant. 3. Review of insurance. 02/2008 01310 - 1 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS 4. Discussion of formats proposed by the Contractor for Schedule of Values, and Construction Schedule. 5. Discussion of required Submittals, including, but not limited to, Work Plans, Traffic Control Plans, Safety Programs, Construction Photographs. 6. Procedures and processing of Shop Drawings and other submittals, substitutions, Applications for Payment, Requests for Information, Request for Proposal, Change Orders, and Contract Closeout. 7. Scheduling of the Work and coordination with other contractors. 8. Review of Subcontractors. 9. Appropriate agenda items listed in this Section, 1.06 "Site Mobilization Confeience", when Preconstruction Conference and Site Mobilization Confeience are combined. 10. Procedures for testing. 11. Procedures for maintaining Project Record Documents. 12. Designation of the individual authorized to execute change documents and their responsibilities. 13. Discussion of requirements of a Trench Safety Program 1.06 SITE MOBILIZATION CONFERENCE A When required by Section 01100 — Summary of Woik, Engineer will schedule a Site Mobilization Conference at the Project Site prior to Contractor occupancy. B Attendance Required: Engineer representatives, Consultants, Contractor's Superintendent, and major Subcontractors. C Agenda: 1. Use of premises by Owner and Contractor 2. Safety and first aid procedures 3. Construction controls provided by Owner 4. Temporary utilities 5. Survey and layout 6. Security and housekeeping procedures 1.07 PROGRESS MEETINGS A. Progress Meetings shall be held at Project Site or other location as designated by the Engineer. Meeting shall be held at monthly intervals, or more frequent intervals if directed by Engineer. B Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer representatives, and Consultants as appropriate to agenda topics for each meeting. C Engineer or City's representative will make arrangements for meetings, and recording minutes. Engineer or City's representative will prepare the agenda and preside at meetings. 02/2008 01310 - 2 of 3 CITY OF PEARLAND COORDINATION AND MEETINGS E Contractor shall provide required information and be prepared to discuss each agenda item. F Agenda: 1. Review minutes of previous meeting. 2. Review of Construction Schedule, Applications for Payment, payroll and compliance submittals. 3. Field observations, problems, and decisions. 4. Identification of problems which impede planned progress. 5. Review of Submittal Schedule and status of submittals. 6. Review status of Requests for Information, Requests for Proposal. 7. Review status of Change Orders. 8. Review of off -site fabrication and delivery schedules. 9 Maintenance of updates to Construction Schedule. 10. Corrective measures to regain projected schedules. 11. Planned progress during succeeding work period. 12. Coordination of projected progress. 13. Maintenance of quality and work standards. 14. Effect of proposed changes on Construction Schedule and coordination. 15. Other items relating to the Work. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01310 - 3 of 3 CITY OF PEARLAND SUBMITTALS Section 01350 SUBMITTALS 1.0 GENERAL This Section contains general lists of Submittals and Technical Specifications that may be required for the Work When Submittals are required elsewhere in these Technical Specifications, refer to this Section for Submittal requirements and procedures. 1.01 SECTION INCLUDES A Submittal procedures for: 1. Schedule of Values 2. Construction Schedules 3. Shop Drawings, Product Data, and Samples 4. Operations and Maintenance Data 5. Manufacturer's Certificates 6. Construction Photographs 7. Project Record Documents 8. Design Mixes B References to the following Technical Specifications: 1. Section 01310 — Coordination & Meetings 2. Section 01630 — Product Options & Substitutions 3. Section 01100 — Summary of Work 4. Section 01380 — Construction Photographs 5. Section 01760 — Project Record Documents 6. Section 02530 — Gravity Sanitary Sewers 1.02 SUBMITTAL PROCEDURES A Scheduling and Handling 1 Schedule Submittals well in advance of the need for material or equipment for construction. Allow time to make delivery of material or equipment after Submittal is approved. 2. Develop a Submittal Schedule that allows sufficient time for initial review, correction, resubmission and final review of all submittals. The Engineer will review and return submittals to the Contractor as expeditiously as possible but the amount of time requir ed for review will vary depending on the complexity and quantity of data submitted. In no case will a Submittal Schedule be acceptable which allows less than 30 days for initial review by the Engineer. This time for review shall in no way be justification for delays or additional compensation to the Contractor. 3. The Engineer's review of submittals covers conformity to the Plans, Technical Specifications, and dimensions which affect the layout. The Contractor is responsible for quantity determination. The Contractor is responsible for any errors, omissions or deviations from the Contract requirements; review of 01/2008 01350 - 1 of 6 CITY OF PEARLAND SUBMITTALS submittals in no way relieves the Contractor from his obligation to furnish required items according to the Plans and Technical Specifications. 4. Submit 5 copies of documents unless otherwise specified in this Section or by individual Technical Specifications. 5. Revise and resubmit submittals as required. Identify all changes made since previous submittal. 6. The Contractor shall assume the risk for material or equipment which is fabricated or delivered prior to approval. No material or equipment shall be incorporated into the Work or included in Applications for Payment until approval has been obtained in the specified manner. B Transmittal Form and Numbering 1. Transmit each submittal to the Engineer with a transmittal form. 2. Sequentially number each transmittal form beginning with the number 1. Re - Submittals shall use the original number with an alphabetic suffix (i.e., 2A for first Re -Submittal of Submittal 2 or 15C for third Re -Submittal of Submittal 15). Hach submittal shall only contain one type of work, material, or equipment. Mixed submittals will not be accepted. 3. Identify variations from requirements of Contract Documents and identify product or system limitations. 4. For submittal numbering of video tapes, see this Section, 1.10 "Video". C Contractor's Certification 1. Each submittal shall contain a statement or stamp signed by the Contractor, certifying that the items have been reviewed in detail and are correct and in accordance with Contract Documents, except as noted by any requested variance. 1.03 SCHEDULE OF VALUES A Submit a Schedule of Values at least 10 days prior to the first Application for Payment. A Schedule of Values shall be provided for each of the items indicated as Lump Sum (LS) in Section 00300 — Bid Proposal for which the Contractor requests to receive Progress Payments. B Schedule of Values shall be typewritten on 8-1/2" x 11", plain bond, white paper. Use the Table of Contents of this Project Manual as a format for listing costs of Work by Section. C Round off figures for each listed item to the nearest $100.00 except for the value of one item, if necessary, to make the total price for all items listed in the Schedule of Values equal to the applicable Lump Sum in Section 00300 — Bid Proposal. D For Unit Price Contracts, items should include a proportional share of Contractor's overhead and profit, such that the total of all items listed in the Schedule of Values equals the Contract amount. For Stipulated Price Contracts, Mobilization, Bonds, and Insurance may be listed as separate items in the Schedule of Values. 01/2008 01350 - 2 of 6 CITY OF PEARLAND SUBMITTALS E For Lump Sum equipment items, where Submittals for Testing, Adjusting, and Balancing Reports in conjunction with Operation and Maintenance Data are required, include a separate item for equipment Operation and Maintenance Data Submittals and a separate item for Submittals of equipment Testing, Adjusting, and Balancing Reports, each valued at five (5) percent of the Lump Sum. F Revise the Schedule of Values and resubmit for items affected by contract modifications, Change Oideis, and Work Change Directives. Submit revised Schedule of Values 10 days prior to the first Application for Payment after the changes are approved by the Engineer. 1.04 CONSTRUCTION SCHEDULES A Submit Construction Schedules for the Work in accordance with the requirements of this Section. The Construction Schedule Submittal shall be, at a minimum, a bar chart, (computer generated or prepared manually) and a narrative report. B During the Preconstruction Meeting, as noted in Section 01310 - Coordination and Meetings, the Contractor shall provide a sample of the format to be used for the Construction Schedule Submittal. The format is subject to approval by the Engineer. Review of the Submittal will be provided within 7 days of the Submittal of the sample. C Within 7 days of the receipt of approval of the Contractor's format, or 14 days of the Notice to Proceed whichever is later, the Contractor shall submit a proposed Construction Schedule for review. The Construction Schedule Submittal shall meet the following requirements: 1. The Construction Schedule shall usually include a total of at least 20 but not more than 50 activities. Fewer activities may be accepted, if approved by the Engineer. 2. For Projects with work at different physical locations, each location should be indicated separately within the Construction Schedule. 3. For projects with multiple crafts or significant subcontractor components, these elements should be indicated separately within the Construction Schedule. 4. For Projects with multiple types of tasks within the scope, these types of work should be indicated separately within the Construction Schedule. 5. For Projects with significant majoi equipment items or materials worth over 25 percent of the Total Contract Price, the Construction Schedule shall indicate dates when these items are to be purchased, when they are to be delivered, and when installed. 6. For Projects where operating plants are involved, each period of work which will require the shut down of any process or operation shall be identified in the Construction Schedule and must be agreed to by the Engineer prior to starting work in the area. 7. A Billing Schedule (tabulation of the estimated monthly billings) for the Work shall be prepared and submitted by the Contractor with the first Construction Schedule. This information is not required in the monthly updates, unless significant changes in Work require re -submittal of the Construction Schedule for review. The total for each month and a cumulative total will be indicated. 01/2008 01350 - 3 of 6 CITY OF PEARLAND SUBMITTALS These monthly forecasts are only for planning purposes of the Engineer. Monthly payments for actual work completed will be made by the Engineer in accordance with Section 00700 - General Conditions of Agreement. The Contractor must receive approval of the Engineer for the Construction Schedule and Billing Schedule prior to the first monthly Application for Payment. No payment will be made until these are accepted. E Upon written request from the Engineer, the Contractor shall revise and submit for approval all or any part of the Construction Schedule to reflect changed conditions in the Work or deviations made from the original plan and schedule. F The Contractor's Construction Schedule shall thereafter be updated with the Actual Start and Actual Finish Dates, Percent Complete, and Remaining Duration of each Activity and submitted monthly. The date to be used in updating the monthly Construction Schedule shall be the same Date as is used in the monthly Application for Payment This monthly update of the Construction Schedule shall be required before the monthly Application for Payment will be processed for payment. G The narrative Construction Schedule Report shall include a description of changes made to the Construction Schedule, Activities Added to the Construction Schedule; Activities Deleted from the Construction Schedule; any other changes made to the Construction Schedule other than the addition of Actual Start Dates and Actual Finish Dates and Remaining Durations. 1.05 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES A Shop Drawings 1. Submit Shop Drawings for review as required by the Technical Specifications. 2. Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures" shall be placed on each Shop Drawing. 3. The Shop Drawing shall accurately and distinctly present the following: a. Field and erection dimensions clearly identified as such. b. Arrangement and section views. c. Relationto adjacent materials or structure including complete information for making connections between work under this Contract and work under other contracts. d. Kinds of materials and finishes. e. Parts list and descriptions. f. Assembly Shop Drawings of equipment components and accessories showing their respective positions and relationships to the complete equipment package. g. Where necessary for clarity, identify details by reference to sheet numbers and detail numbers, schedule or room numbers as shown on the Plans. 4. Shop Drawing Drawings shall be to scale, and shall be a true representation of the specific equipment or item to be furnished. 01/2008 01350 - 4 of 6 CITY OF PEARLAND SUBMITTALS B Product Data 1. Submit Product Data for review when required in individual Technical Specifications. 2. Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures" shall be placed on each data item submitted. 3. Mark each copy to identify applicable products, models, options to be used in this Project. Supplement manufacturers' standard data to provide information unique to this Project, where required by the Technical Specification. 4. For products specified only by reference standard, submit manufacturer, trade name, model or catalog designation, and applicable reference standard. 5. For Approved Products, those designated in the Technical Specifications followed by the words "or approved equal' , submit manufacturer, trade name, model or catalog designation, and applicable reference standard. 6. For products proposed as alternates to Approved Products, refer to Section 01630 - Product Options and Substitutions, 1.04 "Selection Options" and 1.07 Substitution Procedures". 7. For products that are neither Pre -Approved, Approved, specified only by reference standard, nor proposed as alternates, submit product description, trade name, manufacturer, and supplier. Contractor shall provide additional information upon written request by Engineer or Owner. C Samples 1. Submit samples for review as required by the Technical Specification. 2. Contractor's Certification, as described in this Section, 1.02 `Submittal Procedures", shall be placed on each sample or a firmly attached sheet of paper. 3. Submit the number of samples specified in the Technical Specification; one of which will be retained by the Engineer. 4. Reviewed samples which may be used in the Work are identified in the Technical Specifications. 1.06 OPERATIONS AND MAINTENANCE DATA A When specified in Technical Specification, submit manufacturers' printed instructions for delivery, storage, assembly, installation, start-up, operation, adjusting, finishing, and maintenance. B Contractor's Certification, as described in this Section. 1.02 "Submittal Procedures", shall be placed on front page of each document. C Identify conflicts between manufacturers' instructions and Contract Documents. 1.07 MANUFACTURER'S CERTIFICATES A When specified in Technical Specification, submit manufacturers' certificate of compliance for review by Engineer. B Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures", shall be placed on front page of the certificate. 01/2008 01350 - 5 of 6 CITY OF PEARLAND SUBMITTALS C Submit supporting reference data, affidavits, and certifications as appropriate. D Manufacturer's Certificates may be recent or previous test results on material or product, but must be acceptable to Engineer. 1.08 CONSTRUCTION PHOTOGRAPHS A Submit photographs in accordance with Section 01380 — Construction Photographs. 1. Prints: Prepare 2 prints of each view and submit 1 print directly to the City's Representative within 7 days of taking photographs. One print shall be retained by the Contractor and made available at all times for reference on the job site. B PRECONSTRUCTION PHOTOGRAPHS: 1. Prior to the commencement of any construction, take digital color photographs on the entire route of the project 2. Photographs Two prints, color, matte finish; 3 x 5 inch size, mounted on 81/ x 11-inch soft card stock, with left edge binding margin for three hole punch, or in plastic pockets in three-ring notebook. 3. Th photographs shall show: a. Date photographs were taken b. Location of the photograph, house number and street name. (This information may be shown on a chalk board in the photograph by a label on the mountings.) 4. Photographs should show the condition of the following a. Esplanades and boulevards b. Yards (near, side and far side of street) c. Housewalk, sidewalk and driveway; curb d. Area between walk and curb 1) Particular features(yard lights, shrubs, fences, trees, etc.) 2) Landscaping and decorative features. C POST CONSTRUCTION PHOTOGRAPHS 1. On completion of construction, provide photographs of any public or private property which has been repaired or restored and any damage which is or may be the subject of complaints. 1.09 PROJECT RECORD DOCUMENTS A Submit Project Record Documents in accordance with Section 01760— Project Record Documents. 1.10 VIDEO A Submit television video in DVD format as required in individual Technical Specifications. B Transmittal forms for video disks shall be numbered sequentially beginning with T01, T02, T03, etc. 01/2008 01350 - 6 of 6 CITY OF PEARLAND SUBMITTALS 1.11 DESIGN MIXES A When specified, submit design mixes for review. B Contractor's Certification, as described in this Section, 1.02 "Submittal Procedures", shall be placed on front page of each design mix. C Mark each design mix to identify proportions, gradations, and additives for each class and type of design mix submitted Include applicable test results on samples for each mix. D Maintain a copy of approved design mixes at mixing plant. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed FND OF SECTION 01/2008 01350-7of6 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS Section 01380 CONSTRUCTION PHOTOGRAPHS 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for construction photographs and submittals. B References Technical Specifications: 1 Section 01100 — Summary of Work 2. Section 01350 — Submittals 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Construction Photographs under this Section. Include cost in Bid Items for installed Work. 1.03 SUBMITTALS A When required by Section 01100 — Summary of Work, submit photographs in accordance applicable provisions of this Section. B Make Submittals required by this and related Sections under the provisions of Section 01350 — Submittals. C Prepare three (3) prints of each view and submit two (2) prints directly to the Project Manager within seven (7) days of taking photographs. One (1) print shall be retained by the Contractor in the field office at the Project Site and available at all times for reference. D When requested by the Project Manager, the Contractor shall submit extra prints of photographs, for distribution directly to designated parties who will pay the costs for the extra prints directly to the photographer. E When required by individual Sections, submit photographs taken prior to start of the Work to show original Project Site conditions. F When required by Contract Documents, submit photographs with Application for Payment. When required by individual Sections, submit photographs taken following completion of the Work to show the condition in which the Project Site will be left. H With each submittal, include photographic negatives in protective envelopes, identified by Project Name, Contractor, and date photographs were taken. 01/2008 01380 - 1 of 3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 1.04 QUALITY ASSURANCE A Contractor shall be responsible for the timely execution of the photographs, their vantage point, direction of shot, and quality. 2.0 PRODUCTS 2.01 PHOTOGRAPHS A Photographs shall be digital quality and shall be submitted on a CD. B The photographs shall show on a non -elective chalkboard or white board, readable in the photograph: 1. Job number. 2. Date and time photographs were taken. 3. Location of the photograph, house number and street, along with the project number. C Indicate the condition of the following: 1. Esplanades and boulevards. 2. Yards (near side and far side of street). 3. House -walk and sidewalk. 4. Curb. 5. Area between walk and curb 6. Particular features (yard lights, shrubs, fence, trees, etc.). 7. Date shall be on negative. 8. Provide notation of vantage point marked for location and direction of shot on a key plan of the Project Site. D Sufficient number of photographs shall be taken to show the existence or non- existence of cracked concrete and the condition of trees, shrubs and grass. E Identify each photograph with an applied label or rubber stamp on the back with the following information: 1. Name of the Project. 2. Name and address of the photographer (if a professional photographer is used). 3. Name of the Contractor. 4. Date the photograph was taken. 5. Photographs to be in plastic pockets and bound in three -ring notebook for easy access and viewing. 3.0 EXECUTION 3.01 PRECONSTRUCTION PHOTOGRAPHS A Prior to the commencement of the Work, take photographs of the entire route of the Project Site. 01/2008 01380-2of3 CITY OF PEARLAND CONSTRUCTION PHOTOGRAPHS 3.02 POST -CONSTRUCTION PHOTOGRAPHS A Following the completion of the Work, take photographs from corresponding vantage points and direction of shots. 3.03 PROGESS PHOTOGRAPHS A Take photographs at intervals, coinciding with the cutoff date associated with each Application for Payment and submit on CD with monthly Application for Payment. B Select the vantage points for each shot each month to best show the status of construction and progress since the last photographs were taken. Take not less than two (2) shots from the same vantage point creating a time -lapsed sequence. C Follow direction when given by the Project Manager in selecting vantage points. END OF SECTION 01/2008 01380 - 3 of 3 CITY OF PEARLAND REFERENCED STANDARDS Section 01420 REFERENCED STANDARDS 1.0 GENERAL 1.01 SECTION INCLUDES A General quality assurance as related to Reference Standards and a list of references. B References to Technical Specifications: None 1.02 QUALITY ASSURANCE A For Products or workmanship specified by association, trade, or Federal Standards comply with requirements of the standard except when more rigid requirements are specified or are required by applicable codes. B Conform to reference standard by date of issue current on the date as stated in Section 00700 — General Conditions of Agreement. C Request clarification from Engineer before proceeding should specified reference standards conflict with Contract Documents. 1.03 SCHEDULE OF REFERENCES AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W. Washington, DC 20001 ACI AGC AI Al'1'C American Concrete Institute P.O. Box 19150 Reford Station Detroit, MI 48219-0150 Associated General Contractors of America 1957 E Street, N.W. Washington, DC 20006 Asphalt Institute Asphalt Institute Building College Palk, MD 20740 American Institute of Timber Construction 333 W. Hampden Avenue Englewood, CO 80110 02/2008 01420 - 1 of 5 CITY OF PEARLAND REFERENCED STANDARDS AISC AISI American Institute of Steel Construction 400 North Michigan Avenue, Fighth Floor Chicago, IL 60611 American Iron and Steel Institute 1000 16th Street, N.W. Washington, DC 20036 ASME American Society of Mechanical Engineers 345 East 47th Street New York, NY 10017 ANSI APA API AREA American National Standards Institute 1430 Broadway New York, NY 10018 American Plywood Association Box 11700 Tacoma, WA 98411 American Petroleum Institute 1220 L Street N.W. Washington, DC 20005 American Railway Engineering Association 50 F Street, N.W. Washington, DC 20001 ASTM American Society for Testing and Materials 1916 Race Street Philadelphia, PA 19103 AWPA American Wood -Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 AWS American Welding Society P.O. Box 35104 Miami, FL 33135 AWWA American Water Works Association 6666 West Quincy Avenue Denver, CO 80235 02/2008 01420 - 2 of 5 CITY OF PEARLAND REFERENCED STANDARDS CLFMI Chain Link Fence Manufacturers Institute 1101 Connecticut Avenue, N.W. Washington, DC 20036 CRD U.S.A. Corps of Engineers CRSI EJMA FDA FS ICEA [FEE Code of Ordinances City of Pearland 3519 Liberty Diive Pearland, TX 77581 Concrete Reinforcing Steel Institute 933 Plum Grove Road Schaumburg, IL 60173-4758 Expansion Joint Manufacturers Association 707 Westchester Avenue White Plains, NY 10604 U.S. Food and Drug Administration 5600 Fisher Lane Rockville, MD 20857-0001 Federal Standardization Documents General Services Administration, Specifications Unit (WFSIS) 7th and D Street S.W. Washington, DC 20406 Insulated Cable Engineer Association P .O. Box 440 S. Yarmouth, MA 02664 Institute of Electrical and Electronics Engineers 445 Hoes Lane P .O. Box 1331 Piscataway, NJ 0855-1331 MIL Military Specifications General Services Administration, Specifications Unit (WFSIS) 7th and D Street S.W. Washington, DC 20406 NACE National Association of Corrosion Engineers P . O. Box 986 Katy, TX 77450 02/2008 01420 - 3 of 5 CITY OF PEARLAND REFERENCED STANDARDS NEMA National Electrical Manufacturers' Association 2101 L Street, N.W., Suite 300 Washington, DC 20037 NFPA National Fire Protection Association Batterymarch Park, P.O. Box 9101 Quincy, MA 02269-9101 OSHA Occupational Safety Health Administration U.S. Department of Labor, Government Printing Office Washington, DC 20402 PCA PCI SDI SSPC Portland Cement Association 5420 Old Orchard Road Skokie, IL 60077-1083 Prestressed Concrete Institute 201 North Wacker Drive Chicago, IL 60606 Steel Deck Institute Box 9506 Canton, OH 44711 Steel Structures Painting Council 4400 Fifth Avenue Pittsburgh, PA 15213 TAC Texas Administrative Code TCEQ Texas Commission on Environmental Quality P. O. Box 13087 Austin, TX 78711-3087 TxDOT Texas Department of Transportation 125 East 1 lth Stieet Austin, TX 78701-2483 Texas MUTCD Texas Manual on Uniform Traffic Control Devices (2003 Adoption) (published by Texas Department of Transportation) UL Underwriters' Laboratories, Inc. 333 Pfingston Road Northbrook, IL 60062 UNI-BELL UNI-BELL Pipe Association 2655 Villa Creek Drive, Suite 155 02/2008 01420 - 4 of 5 CITY OF PEARLAND REFERENCED STANDARDS Dallas, TX 75234 WRI Wire Reinforcement Institute 942 Main Street — Suite 300 Hartford, CT 06103 WWD/PI Water Well Drillers and Pump Installers Advisory Council Texas Department of Licensing and Regulation P.O. Box 12157 Austin, TX 78711 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01420 - 5 of 5 CITY OF PEARLAND 1.0 GENERAL CONTRACTOR'S QUALITY CONTROL Section 01430 CONTRACTOR'S QUALITY CONTROL 1.01 SECTION INCLUDES A Quality assurance and control of installation and manufacturer's field services and reports. B References to Technical Specifications: 1. Section 01350 — Submittals 1.02 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.03 QUALITY ASSURANCE/CONTROL OF INSTALLATION A Monitor quality control over suppliers, manufacturers, products services, site conditions and workmanship, to produce the Work of specified quality at no additional cost to the Owner. B Comply fully with manufacturers' installation instructions, including each step in sequence. C Request clarification from Project Manager before proceeding should manufacturers' instructions conflict with Contract Documents. D Comply with specified Standards as minimum requirements for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. Perfotin work by persons qualified to produce the specified level of workmanship. F Obtain copies of Standards and maintain at Project Site when required by individual Technical Specifications. 1.04 MANUFACTURERS' FIELD SERVICES AND REPORTS A When specified in individual Technical Specifications, provide material or product suppliers' or manufacturers' technical representative to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, operator training, test, adjust, and balance of equipment as applicable and to initiate operation, as required. Conform to tmnimum time requirements for start-up operations and operator training if defined in Technical Specifications. 02/2008 01430 - 1 of 2 CITY OF PEARLAND CONTRACTOR'S QUALITY CONTROL B At the Project Manager's request, submit qualifications of manufacturer's representative to Project Manager fifteen (15) days in advance of required representative's services. The representative shall be subject to approval of Project Manager. C Manufacturer's representative shall report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. Submit report within one (1) day of observation to Project Manager for review. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 02/2008 01430 - 2 of 2 CITY OF PEARLAND OBSERVATION SERVICES Section 01440 OBSERVATION SERVICES 1.0 GENERAL 1.01 SECTION INCLUDES A Observation services and references. B References to Technical Specifications: 1. Section 01450 — Testing Laboratory Services 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 INSPECTION A Project Manager will appoint an Observer as a representative of the Owner to oversee inspections, tests, and other services specified in individual Technical Specifications. B Alternately Project Manager may appoint, employ, and pay an independent firm to provide additional observation or construction management services as indicated in Section 01450 — Testing Laboratory Services. C Reports will be submitted by the independent firm to Project Manager, Engineer, and Contractor, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents. D Contractor shall assist and cooperate with the Observer; furnish samples of materials, design mix, equipment, tools, and storage. E Contractor shall notify Project Manager 24 hours prior to expected time for operations requiring services. Notify Engineer and independent firm when noted. F Contractor shall sign and acknowledge report for Observer. 2.0 PRODUCTS - Not Used 3.0 EXECUTION - NotUsed END OF SECTION 09/2009 01440 - 1 of 1 CITY OF PF,ARLAND TEMPORARY FACILITIES AND CONTROLS Section 01500 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.01 SECTION INCLUDES A Temporary facilities and the necessary controls for the Work including utilities, telephone, sanitary facilities, field office, storage sheds and building, safety requirements, first aid equipment, fire protection, security measures, protection of the Work and property, access roads and parking environmental controls, disposal of trash, debris, and excavated material, pest and rodent control, water runoff and erosion control. B References to Technical Specifications: Section 00200 — Instructions to Bidders Section 01100 — Summary of Worlc Section 01350 — Submittals Section 01566 — Source Controls for Erosion & Sedimentation Section 01100 — Summary of Work Section 01600 — Material & Equipment Section 01570 — Trench Safety System Section 01555 — Traffic Control & Regulation Section 01720 — Field Surveying Section 01563 — Tree & Plant Protection Section 01564 — Control of Ground Water & Surface Water Section 13730- Computer Equipment C Referenced Standards: Occupational Safety and Health Administration (OSHA) National Fire Protection Association (NFPA) Code of Ordinances, City of Pearland, Texas D Definitions: Underground Structures - sewer, water, gas, and other piping, and manholes, chambers, electrical and signal conduits, tunnels, and other existing subsurface installations located within or adjacent to the limits of the Work. Surface Structures - existing buildings, structures and other constructed installations above the ground surface. Included with such structures are their foundations or any extension below the surface. Surface structures include, but are 12-2- 2011 01500 - 1 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS not limited to buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks, guard cables, fencing, and other facilities that are visible above the ground surface. 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Work performed under this Section Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CONTRACTOR'S RESPONSIBILITY A The facilities and controls specified in this Section are considered minimum for the Work. The Contractor may provide additional facilities and controls for the proper execution of the Work and to meet Contractor's responsibilities for protection of persons and property. Comply with applicable requirements specified in other Technical Specifications Maintain and operate temporary facilities and systems to assure continuous service. Modify and extend systems as Work progress requires. Completely remove temporary materials and equipment when their use is no longer required. Restore existing facilities used for temporary services to specified or to original condition. 1.05 TEMPORARY UTILITIES A Temporary Service Make arrangements with utility service companies for such temporary services as are necessary to construct the work and manage the site. Abide by rules and regulations of the utility service companies or authorities having jurisdiction Be responsible for utility service costs until the Work is Substantially Complete. Included are fuel, power, light, heat, and other utility services necessary for execution, completion, testing, and initial operation of the Work. B Water Provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices, or for other use as required for proper completion of the Work. 12-2- 2011 01500 - 2 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS For water to be drawn from public water supply, obtain special permit or license and meter from the proper City officials. For facilities under construction, establish a water/sewer billing account with City s Utility Billing Department. A deposit based on rates established by latest ordinance will be required. For water drawn from fire hydrants, apply for and receive a construction water meter from City' Public Woiks Department. Identify specific location for construction water meter installation. Once installed, water meter may not be moved without notification of Public Works Department. Install backflow preventer on fire hydrant supply if not included in City provided meter. Provide and maintain an adequate supply of potable water for domestic consumption by Contractor personnel. C Electricity and Lighting 1 Provide temporary electric power service in Contractor s name, as required for the prosecution of the Work, including testing of Work. Provide power for lighting, operation of the Contractor's equipment, or for any other use by Contractor or as necessary to maintain any of Owner s on -going operations as may continue on the site during any scheduled shutdown. Minimum lighting level shall be 5 foot-candles for open areas; 10 foot-candles for stairs and shops. 2 Provide permanent electric power service, in the Contractor's name, to the work or site as and when required by the schedule of the work to achieve Substantial Completion or Partial Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner. D Natural Gas Provide and pay for natural gas service to the work as and when required by the schedule to achieve Substantial Completion. Contractor to establish service billing in its name and transfer service and billing to the Owner upon acceptance of the work as Substantially Complete and suitable for beneficial occupancy by the Owner. E Temporary Heat and Ventilation Provide temporary heat as necessary for protection or completion of the Work. Provide temporary heat and ventilation to assure safe working conditions; maintain enclosed areas at a minimum of 50 degrees F. F Telephone Provide emergency telephone service at the Project Site for use by Contractor personnel and others performing work or furnishing services. G Sanitary Facilities 12-2-2011 01500 - 3 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS Provide and maintain sanitary facilities for persons on the Project Site, in compliance with federal, state, and local regulations. Locate toilets on the Project Site near the work and secluded from view insofar as possible. Keep toilets clean and supplied throughout the course of the Work. Enforce the use of sanitary facilities by construction personnel at the Project Site. Such facilities shall be enclosed. Pit -type toilets will not be permitted. No discharge will be allowed from these facilities. Collect and store sewage and waste so as not to cause a nuisance or health problem; have sewage and waste hauled off - site and properly disposed in accordance with local regulations. Control areas where sanitary facilities are located in conformance with Section 01566 — Source Controls for Erosion & Sedimentation. 1.06 FIELD OFFICE A Provision of a Field Office and other specific temporary facilities as required in paragraph B below UNLESS otherwise stated in Section 00800 - Special Conditions of the Agreement, or Section 01100 — Summary of Work. Provide for transportation, move -in, set-up, tie -down and, when project is complete, removal and move -out. The Contractor shall confiuun location of office and other temporary facilities with Owner's Representative at Pre -Construction Meeting piior to delivery and set up Location of temporary facilities shall be approved by the Owner's Representative by way of the submittal process. B. At a minimum, the Contractor's field office shall provide for, contain or serve to: provide a secured space for project administrative operations, periodic progress meetings, on -site storage for project files and plans, office space for CONTRACTOR s field supervisory personnel and provide a separate securable office space for OWNER' s Representative including: meeting table and chairs, a single two drawer filing cabinet, a built-in drawing table and plan holders. Provide electric lighting and HVAC to the mobile office. 1. Field Office shall provide for, at a minimum, a high speed interpret connection for use by Owner's Representative or Construction Manager as controlled by Paragraph A above. 1.07 STORAGE OF MATERIALS A Provide for storage of materials under the provisions of Section 01600 — Material & Fquipment 1.08 SAFETY REQUIREMENTS A Contractor shall prepare, submit and follow a Safety Program that complies with federal, state, and local safety codes, statutes, and practices Include in the Safety Program documented response to excavation, embankment, and trench safety requirements as specified in Section 01570 — Trench Safety System. B Conduct operations in strict accord with applicable federal, state and local safety codes and statutes and with good construction practice. The Contractor is fully 12-2-2011 01500-4of11 CITY OF PF,ARLAND TEMPORARY FACILITIES AND CONTROLS responsible and obligated to establish and maintain procedures for safety of all work, personnel and equipment involved in the Work. C Observe and comply with Texas Occupational Safety Act (Art 5182a, V.C.S.) and with all safety and health standards promulgated by Secretary of Labor under Section 107 of Contract Work Hours and Standards Act, published in OSHA Standards - 29 CFR, Part 1926, and adopted by Secretary of Labor under the Williams -Steiger Occupational Safety and Health Act of 1970, and to any other legislation enacted for safety and health of Contractor employees. Such safety and health standards apply to subcontractors and their employees as well as to the Contractor and its employees. D Observance of and compliance with the regulations shall be solely and without qualification the responsibility of the Contractor without reliance or superintendence of or direction by the Engineer or the Fngineer's representative. Immediately advise the Engineer of investigation or inspection by Federal Safety and Health inspectors of the Contractor or subcontractor's work o1 place of work on the Project Site under this Contract, and after such investigation or inspection, advise the Engineer of the results. Submit one copy of accident reports to Engineer within ten (10) days of occurrence E Protect areas occupied by workmen using the best available devices for detection of lethal and combustible gases. Test such devices frequently to assure their functional capability. Constantly observe infiltration of liquids into the Work area for visual or odor evidence of contamination. Take immediate and appropriate steps to seal off entry of contaminated liquids to the Work area. F Safety measures, including but not limited to safety personnel, first -aid equipment, ventilating equipment and safety equipment, in the Plans and Technical Specifications are obligations of the Contractor. G Maintain required coordination with the local Police and Fire Departments during the entire period covered by the Contract. 1.09 FIRST AID EQUIPMENT A Provide a first aid kit throughout the construction period. List telephone numbers for physicians, hospitals, and ambulance services in each first aid kit B Have at least one person thoroughly trained in first aid procedures present on the Project Site whenever work is in progress. 1.10 FIRE PROTECTION A Fire Protection Standards. Conform to specified fire protection and prevention requirements as well as those that may be established by Federal, State, or local governmental agencies. 12-2- 2011 01500 - 5 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS B. Comply with all applicable provisions of NFPA Standard No. 241, Safeguarding Building Construction and Demolition Operations. Provide portable fire extinguishers, rated not less than 2A or 5B in accordance with NFPA Standard No. 10, Portable Fire Extinguishers, for each temporary building, and for every 3000 square feet of floor area of facilities under construction. Locate portable fire extinguishers within 50 feet maximum from any point on the Project Site. C. Fire Prevention and Safety Measures. Prohibit smoking in hazardous areas. Post suitable warning signs in areas that are continuously or intermittently hazardous. Use metal safety containers for storage and handling of flammable and combustible liquids. Do not store flammable or combustible liquids in or near stairways or exits. Maintain clear exits from all points within a structure. 1.11 SECURITY MEASURES A Protect all materials, equipment, and property associated with the Work from loss, theft, damage, and vandalism. Contractor's duty to protect property includes Owner's property. B If existing fencing or barriers are breached or removed for purposes of construction, provide and maintain temporary security fencing equal to existing as approved by Owner's Representative. 1.12 PROTECTION OF PUBLIC UTILITIES A Prevent damage to existing public utilities during construction. These utilities are shown on the Plans at their approximate locations. Give owners of these utilities at least 48 hours notice before commencing Work in the area, for locating the utilities during construction, and for making adjustments o1 relocation of the utilities when they conflict with the proposed Work. 1.13 PROTECTION OF PEOPLE AND PROPERTY A Preventive Actions Take precautions, provide programs, and take actions necessary to protect the Work and public and private property from damage. Take action to prevent damage, injury or loss, including, but not limited to, the following: a. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with progress of the Work or the Work of any other contractor, any utility service company, or the Owner's operations. 12-2- 2011 01500 - 6 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS b. Provide suitable storage for materials that are subject to damage by exposure to weather, theft, breakage, or otherwise. c. Place upon the Work or any part thereof only such loads as are consistent with the safety of that portion of the Work. d. Frequently clean up refuse, rubbish, scrap materials, and debris caused by construction operations, keeping the Work safe and orderly. e. Provide safe barricades and guard rails around openings, for scaffolding, for temporary stairs and ramps, around excavations, elevated walkways, and other hazardous areas. Obtain written consent from proper parties before entering or occupying with workers tools, materials or equipment privately owned land except on easements provided for construction. Assume full responsibility for the preservation of public and private property on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect, or misconduct in execution of the Work by the Contractor, it shall be restored by the Contractor to a condition equal to or better than that existing before the damage was done B Barricades and Warning Signals. Where Work is performed on or adjacent to any roadway, right-of-way, or public place, furnish and erect barricades, fences, lights, warning signs, and danger signals; provide watchmen; and take other precautionary measures for the protection of persons or property and protection of the Work. Conform to Section 01555 — Traffic Control & Regulation C Preserving Control Points Maintain permanent benchmarks, public or private elevation or property demarcation and control monumentation, or other reference points Unless otherwise directed in writing, replace at no cost to the Owner, those monuments, property corners or other permanent demarcations that are damaged or destroyed in accordance with Section 01720 — Field Surveying D Tree and Plant Protection. Protect trees, shrubs, lawns, outside of grading limits and within the grading limits as designated on the Plans, and in accordance with requirements of Section 01563 — Tree & Plant Protection. E Protection of Underground and Surface Structures Known underground structures, including water, sewer, electric, and telephone services are shown on the Plans in accordance with the best information available, but is not guaranteed to be correct or complete. Contractor is responsible for making Locate Calls. Explore ahead of trenching and excavation work and uncover obstructing underground structures sufficiently to determine their location, to prevent damage 12-2- 2011 01500 - 7 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS to them and to prevent interruption of utility services. Restore to original condition damages to underground structure at no additional cost to the Owner Immediately notify the agency or company owning any existing utility which is damaged, broken, or disturbed. Obtain approval from the Engineer and agency for any repairs or relocations, either temporary or permanent. Necessary changes in location of the Work may be made by the Engineer to avoid unanticipated underground structures. If permanent relocation of an underground structure or other subsurface installations is required and not otherwise provided for in the Contract Documents, the Engineer will direct Contractor in writing to perform the Work, which shall be paid for under the provisions for changes in the Contract Price as described in Section 00700 — General Conditions of Agreement. Support in place and protect from direct or indirect injury to underground and surface structures located within or adjacent to the limits of the Work. Install such supports carefully and as required by the party owning or controlling such structure. Before installing structure supports, Contractor shall satisfy the Engineer that the methods and procedures to be used have been approved by the owner of the structure. Avoid moving or in any way changing the property of public utilities or private service corporations without prior written consent of a responsible official of that service or public utility. Representatives of these utilities reserve the right to enter within the limits of this project for the purpose of maintaining their properties, or of making such changes or repairs to their property that may be considered necessary by performance of this Contract. Notify the owners and/or operators of utilities and pipelines of thenature of construction operations to be performed and the date or dates on which those operations will be performed. When construction operations are required in the immediate vicinity of existing structures, pipelines, 01 utilities, give a minimum of five (5) working days advance notice. Probe and flag the location of underground utilities prior to commencement of excavation Keep flags in place until construction operations reach and uncover the utility. Assume risks attending the presence or proximity of underground and surface structures within or adjacent to the limits to the Work including but not hmited to damage and expense for direct o1 indirect injury caused by the Work to any structure. Immediately repair damage caused, to the satisfaction of the ownei of the damaged structure. 1.14 PROTECTION OF THE WORK Provide protection of installed products to prevent damage from subsequent operations. Remove protection facilities when no longer needed, prior to completion of the Work Control traffic to prevent damage to equipment, materials, and surfaces. 12-2- 2011 01500 - 8 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS 1.15 ROADS AND PARKING A Prevent interference with traffic and Owner operations on existing roads. B Minimize use of existing streets and driveways by construction traffic. C Control traffic to prevent damage to equipment, materials, and surfaces. D Construct and maintain temporary detours, ramps, and roads to provide for normal public traffic flow when use of public roads or streets is closed by necessities of the Work. E Provide mats or other means to prevent overloading or damage to existing roadways from tracked equipment or exceptionally large or heavy trucks or equipment F Designate temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off -site parking Locate as approved by Engineer. G Do not allow heavy vehicles or construction equipment unnecessarily in existing parking areas. 1.16 ENVIRONMENTAL CONTROLS A Provide and maintain methods, equipment, and temporary construction as necessary for controls over environmental conditions at the construction site and adjacent areas. Comply with statutes, regulations, and ordinances which relate to the proposed Work for the prevention of environmental pollution and preservation of natural resources, including but not limited to the National Environmental Policy Act of 1969, PL 91-190, Executive Order 11514. C Provide, install and maintain storm water runoff control including but not limited to temporary entrance, silt fencing, etc. as specified in Contract Documents. D Recognize and adhere to the environmental requirements of the Project. Disturbed areas shall be strictly limited to boundaries established by the Contract Documents. Burning of rubbish, debris or waste materials is not permitted. 1.17 POLLUTION CONTROL A Provide methods, means, and facilities required to prevent contamination of soil, water or atmosphere by discharge of noxious substances from construction operations. B Provide equipment and personnel to perform emergency measures required to contain any spillage, and to remove contaminated soils or liquids. Excavate and 12-2- 2011 01500 - 9 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS dispose of any contaminated earth off -site, and replace with suitable compacted fill and topsoil. C Take special measures to prevent harmful substances from entering receiving streams or storm water conveyance systems in confotunance with TPDES requirements and Section 01566 — Source Controls for Erosion & Sedimentation D Provide systems for control of atmospheric pollutants. Prevent toxic concentrations of chemicals. Prevent harmful dispersal of pollutants into the atmosphere. E Use equipment during construction that conforms to current federal, state, and local laws and regulations. 1.18 PEST AND RODENT CONTROL A Provide rodent and pest control as necessary to prevent infestation of Project Site. B Employ methods and use materials which will not adversely affect conditions at the Project Site or adjoining properties. 1.19 NOISE CONTROL A Provide vehicles, equipment, and construction activities that minimize noise to the greatest degree practicable. Noise levels shall conform to OSHA Standards - 29 CFR and in no case will noise levels be permitted which create a nuisance in the surrounding neighborhoods. B Conduct construction operations during daylight hours from 710 a.m. to 6:00 p.m. except as approved by Engineer. C Comply with Chapter 19 NOISE, Codes of Ordinances, City of Pearland, Texas. 1.20 DUST CONTROL A Control objectionable dust caused by operation of vehicles and equipment under the provisions of Section 01566 — Source Controls for Erosion & Sedimentation 1.21 WATER RUNOFF AND EROSION CONTROL A Provide methods to control surface water, runoff, subsurface water, and water pumped from excavations and structures to prevent damage to the Work, the Project Site or adjoining properties in accordance with Section 01564 — Control of Ground Water & Surface Water and Section 01566 — Source Controls for Erosion & Sedimentation. B Inspect earthwork periodically to detect any evidence of the start of erosion. Apply corrective measures as required to control erosion. 12-2- 2011 01500 - 10 of 11 CITY OF PEARLAND TEMPORARY FACILITIES AND CONTROLS 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 12-2- 2011 01500 - 11 of 11 CITY OF PEARLAND MOBILIZATION Section 01505 MOBILIZATION 1.1 GENERAL 1.2 SECTION INCLUDES A Mobilization of construction equipment and facilities onto the Work. B Referenced Standards: 1. Texas Department of Transportation (TxDOT) 2. Texas Manual on Unifoiun Traffic Control Devices (Texas MUTCD) 1.3 MEASUREMENT AND PAYMENT A. Payment for Mobilization is on a Lump Sum basis and shall not exceed three percent (3%) of the total bid price. Payment for 50% of the Mobilization lump sum bid item may be included in the first monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable: 1 Schedule of Values (Section 01350 — Submittals) 2. Trench Safety Program (Section 01570 — Trench Safety System) 3. Construction Schedule (Section 01350 — Submittals) 4. Pre -construction Photographs (Section 01380 — Construction Photographs) 5. Installation and acceptance of Project Identification Sign(s) (Section 01580 — Project Identification Signs) 6. Installation and acceptance of Field Office (Section 01500 — Temporary Facilities and Controls) 7. Installation and acceptance of TPDES requirements (Section 01565 - TPDES Requirements) C. Payment for 25% of the Mobilization lump sum bid item may be included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the following items, as applicable• 1. Installation of High Speed Internet Access (Section 01500 — Temporary Facilities and Controls) D. Payment for 15% of the Mobilization lump sum bid item may be included in the third monthly Apphcation for Payment E Payment foi the remaining 10% of the Mobilization lump sum bid item may be included in the fourth monthly Application for Payment. F. For contracts with a duration of less than 120 days, payment for the remaining 50% of the Mobilization lump sum bid item may be included in the second monthly Application for Payment. Payment is subject to the receipt and approval by Engineer of the items listed in B and C. above, as applicable. 08/2018 01505 - 1 of 1 CITY OF PEARLAND MOBILIZATION G. Mobilization payments will be subject to Retainage as stipulated in Section 00700 General Conditions ofAgieement. 2.1 PRODUCTS 2.2 PROJECT IDENTIFICATION SIGNS A. Provide specified number of project identification sign(s) per Section 01580. The name, address and contact information of the general contractor foi the project shall be shown on the sign per Section 01580 and the attached exhibit. 3.1 EXECUTION 3.2 PLACEMENT OF PROJECT IDENTIFICATION SIGNS A. Place a Project Identification Sign as described in Section 01580, part 1.03, D visible to passing traffic or as directed by Engineer. END OF SECTION 08/2018 01505 - 1 of 1 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION Section 01555 TRAFFIC CONTROL AND REGULATION 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for traffic control plans, signs, signals, control devices, flares, lights and traffic signals, as well as construction parking control, designated haul routes and bridging of trenches and excavations. B Requirements for and qualifications of Flaggers. C References to Technical Specifications: 1. Section 01350 — Submittals 2. Section 01140 — Contractor's Use of Premises D Referenced Standards: 1. Texas Manual on Uniform Traffic Control Devices (Texas MUTCD) 1.02 MEASUREMENT AND PAYMENT A Traffic Control and Regulation. Measurement is on a Lump Sum basis for Traffic Control and Regulation, including submittal of a traffic control plan if different from the one provided on the Plans, provision of traffic control devices, and provision of equipment and personnel as necessary to protect the Work and the public The amount invoiced shall be determined based on the Schedule of Values submitted for traffic control and regulation. B Flaggers. Measurement is on a Lump Sum basis for Flaggers as required for the Work. The amount invoiced shall be determined based on the Schedule of Values submitted for Flaggers. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 Submittals. B A Traffic Control Plan responsive to the Texas MUTCD and sealed by a Registered Professional Engineer is incorporated into the Plans. if the Contractor proposes to implement traffic control different than the plan provided, he shall submit a Traffic Control Plan in conformance with Texas MUTCD for approval of the Engineer. C For both the Traffic Control Plan and Flaggers' use, submit Schedules of Values within 30 days following the Notice to Proceed. Each week submit a daily log for Flaggers listing name, badge number, time start, time finish, and hours worked. 03/2008 01555 - 1 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION 1.04 FLAGGERS A Unless otherwise specified, use only Flaggers who are off -duty, regularly employed, uniformed Peace Officers. B Flaggers are required at the following locations: 1. Where multi -lane vehicular traffic must be diverted into single -lane vehicular traffic. 2. Where vehicular traffic must change lanes abruptly. 3. Where construction equipment either enters or crosses vehicular traffic lanes and walks. 4. Where construction equipment may intermittently encroach on vehicular traffic lanes and unprotected walks and cross -walks. 5. Where construction activities might affect public safety and convenience. 6. Where traffic regulation is needed due to rerouting of vehicular traffic around the work site. 7. When requested by Owner. C The use of Flaggers is for the purpose of assisting in the regulation of traffic flow and movement, and does not in any way relieve the contractor of full responsibility for taking such other steps and provide such other Flaggers or personnel as the Contractor may deem necessary to protect the work and the public and does not in any way relieve the Contractor of his responsibility for any damage for which he would otherwise be liable. Flaggers shall be used and maintained at such points for such periods of time as may be required to provide for the public safety and convenience of travel. 2.0 PRODUCTS 2.01 SIGNS, SIGNALS, AND DEVICES A Comply with Texas MUTCD regulations. B Traffic Cones and Drums, Flares and Lights: As approved by agencies having jurisdiction. 3.0 EXECUTION 3.01 PUBLIC ROADS A Abide by laws and regulations of governing authorities when using public roads. If the Contractor's work requires that public roads be temporarily impeded or closed, approvals shall be obtained from governing authorities and permits paid for before starting any work. Coordinate activities with the Fngineer. B Contractor shall maintain at all times a 10-foot-wide all-weather lane adjacent to work areas which shall be kept free of construction equipment and debris and shall be for the use of emergency vehicles, or as otherwise provided in the Traffic Control Plan. 03/2008 01555 - 2 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION C Contractor shall not obstruct the normal flow of traffic from 7:00 a m. to 9:00 a.m. and 4:00 p.m. to 6:00 p.m. on designated major arterials or as directed by the Engineer. D Contractor shall maintain local driveway access to residential and commercial properties adjacent to work areas at all times. E Cleanliness of Surrounding Streets: 1. Keep streets used for entering or leaving the job area free of excavated material, debris, and any foreign material resulting from construction operations. Leave the area broom -clean or its equivalent at the end of the work day. F Control vehicular parking to prevent interference with public traffic and parking, and access by emergency vehicles. G Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas. H Prevent parking on or adjacent to access roads or in non -designated areas. 3.02 FLARES AND LIGHTS A Provide flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic. 3.03 HAUL ROUTES A Utilize haul routes designated by Owner or shown on the Plans for construction traffic. B Confine construction traffic to designated haul routes. C Provide traffic control at critical areas of haul routes to regulate traffic and minimize interference with public traffic. D Contractor shall be responsible for any damage caused by vehicles utilizing haul routes. 3.04 TRAFFIC SIGNS AND SIGNALS A Install traffic control devices at approaches to the site and on site, at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic. B Relocate traffic signs and control devices as Work progresses to maintain effective traffic control. 3.05 BRIDGING TRENCHES AND EXCAVATIONS A Whenever necessary, bridge trenches and excavation to permit an unobstructed flow of traffic. 03/2008 01555 - 3 of 4 CITY OF PEARLAND TRAFFIC CONTROL AND REGULATION B Secure bridging against displacement by using adjustable cleats, angles, bolts or other devices whenever bridge is installed 1. On an existing bus route; 2. When more than five percent of daily traffic is comprised of commercial or truck traffic; 3. When more than two separate plates are used for the bridge; or 4. When bridge is to be used for more than five consecutive days. C Install bridging to operate with minimum noise. D Adequately shore the trench or excavation to support bridge and traffic. E Extend steel plates used for bridging a minimum of one foot beyond edges of trench or excavation. Use temporary paving materials (premix) to feather edges of plates to minimize wheel impact on secured bridging. F Use steel plates of sufficient thickness to support H-20 loading, truck or lane, that produces maximum stress. 3.06 CLEAN-UP AND RESTORATION A Perform clean-up and restoration in and around construction zone in accordance with Section 01140 — Contractor's Use of Premises. B Remove equipment and devices when no longer required. C Repair damage caused by installation. D Remove post settings to a depth of 2 feet. END OF SECTION 03/2008 01555 - 4 of 4 CITY OF PEARLAND WASTE MATERIAL DISPOSAL Section 01562 WASTE MATERIAL DISPOSAL 1.0 GENERAL 1.01 SECTION INCLUDES A Disposal of waste material and salvageable material. B References to Technical Specifications: 1 Section 01350 — Submittals 2. Section 01566 — Source Controls for Erosion & Sedimentation 3. Section 01600 — Materials & Equipment 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Obtain and submit applicable permits for proposed disposal sites. C Submit a Waste Material Disposal Plan. D Submit a copy of written permission from property owners, along with a description of the property, prior to disposal of excess material adjacent to the Project Site. Submit a written and signed release from property owner upon completion of disposal work. City of Pearland requires individual fill placement permits for all fill placed within the City limits. 1.04 WASTE MATERIAL DISPOSAL PLAN A Contractor shall formulate and implement a plan for the collection and disposal of waste materials on the Project Site which includes the following information: 1. Schedule for collection and inspection. 2. Location of trash and waste receptacles. 3. Provisions for liquid waste and potential water pollutants material. The plan shall comply with applicable federal, state, and local health and safety regulations and Section 01566 — Source Controls for Erosion & Sedimentation. 2.0 PRODUCTS - NotUsed 07/2006 01562 - 1 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL 3.0 EXECUTION 3.01 SALVAGEABLE MATERIAL A Excavated material: When indicated on Plans, load, haul, and deposit excavated material at a location or locations outside the limits of Project Site. B Base, surface, and bedding material: Deliver gravel, asphaltic, or other base and surfacing material designated for salvage to the location designated by the Engineer. C Pipe culvert: Deliver culverts designated for salvage to Owner's storage area. D Other salvageable materials: Conform to requirements of individual Technical Specifications. E Coordinate delivery of salvageable material with Engineer. F When temporary, on -site storage of salvaged materials is required, comply with applicable provisions of Section 01600 — Materials & Equipment. 3.02 SEDIMENT DISPOSAL A Remove sediment deposits and dispose of them at the designated spoil site for the Project. If a spoil site is not designated on the Plans, dispose of sediment off site at a location not in or adjacent to a stream or floodplain. B Off -site disposal is the responsibility of the Contractor. C Sediment to be placed at the Project Site should be spread evenly throughout the designated area, compacted and stabilized. Sediment shall not be allowed to flush into a stream or drainage way. D If sediment has been contaminated, it shall be disposed of in accordance with existing federal, state, and local rules and regulations. 3.03 EXCESS MATERIAL, WASTE, AND EQUIPMENT A Vegetation, rubble, broken concrete, debris, asphaltic concrete pavement, excess soil, and other materials not designated for salvage, shall become the property of Contractor and shall be removed from the Project Site and legally disposed of. B Dispose of removed equipment, materials, waste and debris in a manner conforming to applicable laws and regulations C Excess soil may be deposited on private property adjacent to the Project Site when written permission is obtained fiom property owner under the provisions of this Section, 1.03D. 07/2006 01562 - 2 of 3 CITY OF PEARLAND WASTE MATERIAL DISPOSAL D Verify the flood plain status of any proposed disposal site. Do not dispose of excavated materials in an area designated as within the 100-year Flood Hazard Area. F Waste materials shall be removed from the site on a daily basis, such that the site is maintained in a neat and orderly condition. F No materials shall be disposed in a manner to damage the Owner in any way. END OF SECTION 07/2006 01562 - 3 of 3 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER Section 01564 CONTROL OF GROUND WATER AND SURFACE WATER 1.0 GENERAL 1.01 SECTION INCLUDES A Dewatering, depressurizing, draining, and maintaining trench and structure excavations and foundation beds in dry and stable condition. B Protecting work against surface runoff and rising flood waters. C Disposing of removed water. D References to Technical Specifications: 1. Section 01200 — Measurement & Payment Procedures 2. Section 01350 — Submittals 3. Section 01570 — Trench Safety Systems 4. Section 01565 — TPDES Requirements 5. Section 01566 — Source Controls for Erosion & Sedimentation • E Referenced Standards: 1. Occupational Safety and Health Administration (OSHA) 2. Texas Commission on Environmental Quality (TCEQ) 3. Code of Ordinances, City of Pearland, Texas 4. Water Well Drillers and Pump Installers Advisory Council (WWD/PI) F Definitions: 1. Ground Water Control Systems - installations external to the excavation such as well points, eductors, or deep wells. Ground water control includes dewateiing and depressurization. a. Dewatering - lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations and disposing of removed water. The intent of dewateting is to increase stability of excavated slopes; prevent dislocation of material from slopes or bottoms of excavations; reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of excavated material; prevent failure or heaving of the bottom of excavations; and to provide suitable conditions for placement of backfill materials and construction of structures and other installations. b. Depressurization - reduction in piezometnc pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of excavation bottom. 2. Surface Water Control - diversion and drainage of surface water runoff and rain water away from the excavation. 3. Excavation Drainage - keeping excavations free of surface and seepage water. 02/2008 01564 - 1 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER 1.02 MEASUREMENT AND PAYMENT A Measurement for and control of ground water for open cut pipe excavations shall be on a linear foot basis and shall not exceed the length of open cut pipe installation in the area requiring ground water control. B Unless indicated as a Bid Item no separate payment will be made for control of ground water for any condition(s) other than those described in this Section, 1.02A. No separate payment will be made for control of surface water. Include the cost to control non -pipe excavation ground water and surface water in price for Work requiring such controls. C Refer to Section 01200 — Measurement & Payment Procedures. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B Submit a Ground Water and Surface Water Control Plan for review by the Engineer prior to start of any field work. The plan shall be signed by a Professional Engineer registered in the State of Texas. The plan shall include the following: 1. Results of subsurface investigation and description of the extent and characteristics of water bearing layers subject to ground water control. 2. Names of equipment suppliers and installation subcontractors. 3. A description of proposed ground water control systems indicating arrangement location, depth and capacities of system components, installation details and criteria, and operation and maintenance procedures. 4. A description of proposed monitoring and control system indicating depths and locations of piezometers and monitoring wells, monitoring installation details and criteria, type of equipment and instrumentation with pertinent data and characteristics. 5. A description of proposed filters including types, sizes, capacities and manufacturer's application recommendations. 6. Design calculations demonstrating adequacy of proposed systems for intended applications. Define potential area of influence of ground water control operation near contaminated areas. 7. Operating requirements, including piezometric control elevations for dewatering and depressurization. 8. Excavation drainage methods including typical drainage layers, sump pump application and other necessary means 9. Surface water control and drainage installations. 10. Proposed methods and locations for disposing of removed water. Submit the following records upon completed initial installation: 1. Installation and development reports for well points, eductors, and deep wells. 02/2008 01564 2 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER 2. Installation reports and baseline readings for piezometers and monitoring wells. 3. Baseline analytical test data of water from monitoring wells. 4. Initial flow rates. D Submit the following records on a weekly basis during operations: 1. Records of flow rates and piezometric elevations obtained during monitoring of dewatering and depressurization. Refer to this Section, 3.02 `Requirements for Eductor, Well Points, or Deep Wells". 2. Maintenance records for ground water control installations, piezometers, and monitoring wells. F Submit the following records at end of the Work. Decommissioning (abandonment) reports for monitoring wells and piezometers installed by other during the design phase and left for Contractor's monitoring and use. 1.04 PERFORMANCE REQUIREMENTS A Conduct subsurface investigations to identify groundwater conditions and to provide parameters for design, installation, and operation of groundwater control systems. B Design a ground water control system, compatible with the requirements of OSHA Standards - 29 CFR, Part 1926, and Section 01570 - Trench Safety Systems of these Technical Specifications, to produce the following results: 1. Effectively reduce the hydrostatic pressure affecting excavations. 2. Develop a substantially dry and stable subgrade for subsequent construction operations. 3. Preclude damage to adjacent properties, buildings, structures, utilities, installed facilities, and other work. 4. Prevent the loss of fines, seepage, boils, quick condition, or softening of the foundation strata. 5. Maintain stability of sides and bottom of excavations. C Ground water control systems may include single -stage or multiple -stage well point systems, eductor and ejector -type systems, deep wells, or combinations of these equipment types. D Provide drainage of seepage water and surface water, as well as water from any other source entering the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together with sump pumping. E Provide ditches, berms, pumps and other methods necessary to divert and drain surface water from excavation and other work areas F Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water wells. 02/2008 01564 3 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER G Assume sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction existing site improvements, adjacent property, or adjacent water wells, or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent structures, and water wells. Provide environmental monitoring wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use. 1.05 ENVIRONMENTAL REQUIREMENTS A Comply with requirements of agencies having jurisdiction. B Comply with TCEQ regulations and WWD/PI Advisory Council for development, drilling, and abandonment of wells used in dewatering system. C Obtain permit from TCEQ under the Texas Pollutant Discharge Flimination System (TPDES), for storm water discharge from construction sites. Refer to Section 01565 — TPDES, 3.02 "Certification Requirements". Obtain all necessary permits from agencies with control over the use of groundwater and matters affecting well installation, water discharge, and use of existing storm drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for the required approvals. Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. F Implement control of ground and surface water under the provisions of Section 01566 Source Controls for Erosion & Sedimentation. 2.0 PRODUCTS 2.01 EQUIPMENT AND MATERIALS A Equipment and materials are at the option of Contractor as necessary to achieve desired results for dewatering. Selected equipment and materials are subject to review 02/2008 01564 4 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER of the Engineer through Submittals required in Section 01350 — Submittals, 1.06 "Operations and Maintenance Data". B Eductors, well points, or deep wells, where used, must be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design, installation, and operation. C Equipment and instrumentation for monitoring and control of the ground water control system includes piezometers and monitoring wells, and devices, such as flow meters, for observing and recording flow rates. D All equipment must be in good repair and operating order. E Sufficient standby equipment and materials shall be kept available to ensure continuous operation, where required. 3.0 EXECUTION 3.01 GROUND WATER CONTROL A Perform a subsurface investigation by borings as necessary to identify water bearing layers, piezometric pressures, and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the drawdown characteristics of the water -bearing layers. The results shall be presented in the Ground Water and Surface Water Control Plan. Refer to this Section, 1.03B. B Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. C Install, operate, and maintain ground water control systems in accordance with the Plan Notify Engineer in writing of any changes made to accommodate field conditions and changes to the Work. Provide revised drawings and calculations with such notification. D Provide for continuous system operation including nights, weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source for dewatering system. E Monitor operations to verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. F Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed works. Allowable piezometric elevations shall be defined in the Plan. 02/2008 01564 - 5 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER G Maintain water level below subgrade elevation. Do not allow levels to rise until foundation concrete has achieved design strength. H During backfilling, dewatering may be reduced to maintain water level a minimum of 5 feet below prevaihng level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical, provide grout connections at 50-foot intervals and fill pipe with cement-bentonite grout or cement -sand grout when pipe is removed from service. J Extent of construction ground water control for structures with a peinianent perforated underground drainage system may be reduced, such as for units designed to withstand hydrostatic uplift pressure. Provide a means of draining the affected portion of underground system, including standby equipment. Maintain drainage system during operations and remove it when no longer required. K Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L Compact backfill as required by the Contract Documents. 3.02 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS A For aboveground piping in ground water control system, include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are predrained prior to excavation. Provide separate piezometers for monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor's selected method of work. C Install piezometers or monitoring wells not less than one week in advance of beginning the associated excavation. D Dewatering may be omitted for portions of underdrains or other excavations, but only where auger borings and piezometers or monitoring wells show that soil is predrained by an existing system such that the criteria of the Ground Water and Surface Water Control Plan are satisfied. 02/2008 01564 6 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER E Replace installations that produce noticeable amounts of sediments after development. F Provide additional ground watei control installations or change the methods in the event that the installations according to the Ground Water and Surface Water Control Plan do not provide satisfactory results based on the performance criteria defined by the Plan and by this Section. Submit a revised Plan according to this Section, 1.03A. G Mechanical dewatering equipment shall comply with Chapter 19 NOISE, Code of Ordinances, City of Pearland, Texas 3.03 EXCAVATION DRAINAGE A Contractor may use excavation drainage methods if necessary to achieve well drained, stable trench conditions. The excavation drainage may consist of the following methods or combination of methods* 1. Sump pumping in combination with: a. Layer of crushed stone and filter fabric. b. Sand and gravel drains. 2. Wells for ground water control. B Use sump pumping and a drainage layer, as defined in ASTM D 2321, placed on the foundation beneath pipe bedding o1 thickened bedding layer of Class I material. 3.04 MAINTENANCE AND OBSERVATION A Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water control installations or excavation drainage are operating in an area. Keep system in good operating condition. B Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds Continue to maintain and make observations, as specified. D Remove and grout piezometers inside or outside the excavation area when ground watei control operations are complete. Remove and grout monitoring wells when directed by the Engineer. 3.05 MONITORING AND RECORDING A Monitor and record average flow rate of operation for each deep well, or for each wellpoint or eductor header used in dewatering system Also monitor and record water level and ground water recovery. These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter. 02/2008 01564 7 of 8 CONTROL OF GROUND WATER CITY OF PEARLAND AND SURFACE WATER B Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when Engineer determines that more frequent monitoring and recording are required. Comply with Engineer's direction for increased monitoring and recording and take measures as necessary to ensure effective dewatering for intended purpose. 3.06 SURFACE WATER CONTROL A Intercept surface water and divert it away from excavations through use of dikes, ditches, curb walls, pipes sumps or other approved means. The requirement includes temporary works required to protect adjoining properties from surface drainage caused by construction operations. Divert surface water and seepage water into sumps and pump it into drainage channels or storm drains, when approved by agencies having jurisdiction. Provide settling basins when required by such agencies. C Provide additional surface water control measures or change the methods in the event that the measures according to the Ground Water and Surface Water Control Plan do not provide satisfactory results based on the performance criteria defined by the Plan and by this Section. Submit a revised Plan according to this Section, 1.03B. END OF SECTION 02/2008 01564 8 of 8 CITY OF PEARLAND MATERIAL AND EQUIPMENT Section 01600 MATERIAL AND EQUIPMENT 1.0 GENERAL 1.01 SECTION INCLUDES A Requirements for transportation, delivery, handling, and storage of materials and equipment. B References to Technical Specifications: 1. Section 01566 — Source Controls for Erosion & Sedimentation 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this work is a component. 1.03 PRODUCTS A Products: Means material, equipment, or systems forming the Work. Does not include machinery and equipment used for preparation, fabrication, conveying and erection of the Work. Products may also include existing materials or components designated for reuse. B Do not reuse materials and equipment, designated to be removed, except as specified by the Contract Documents. C Provide equipment and components from the fewest number of manufacturers as is practical, in order to simplify spare parts inventory and to allow for maximum interchangeability of components For multiple components of the same size, type or application, use the same make and model of component throughout the Work. 1.04 TRANSPORTATION A Make arrangements for transportation, delivery, and handling of equipment and materials required for timely completion of the Work. B Transport and handle products in accordance with instructions. C Consign and address shipping documents to the proper party giving name of Project, street number, and City. Shipments shall be delivered to the Contractor. 1.05 DELIVERY A Arrange deliveries of products to accommodate the Construction Schedule and in ample time to facilitate inspection prior to installation. Avoid deliveries that cause lengthy storage or overburden of limited storage space. 07/2006 01600 - 1 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT B Coordinate deliveries to avoid conflict with Work and conditions at the Project Site and to accommodate the following: 1. Work of other contractors or the Owner. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. Owner's use of premises. C Have products delivered to the Project Site in manufacturer's original, unopened, labeled containers. D Immediately upon delivery, inspect shipment to assure: 1. Product complies with requirements of Contract Documents. 2. Quantities are correct. 3. Containers and packages are intact labels are legible. 4. Products are properly protected and undamaged. 1.06 PRODUCT HANDLING A Coordinate the off-loading of materials and equipment delivered to the Project Site If necessary to move stored materials and equipment during construction, Contractor shall relocate materials and equipment at no additional cost to the Owner. B Provide equipment and personnel necessary to handle products, including those provided by the Owner, by methods to prevent damage to products or packaging. C Provide additional protection during handling as necessary to prevent breaking scraping, marring, or otherwise damaging products or surrounding areas. D Handle products by methods to prevent over bending or overstressing. E Lift heavy components only at designated lifting points.. F Handle materials and equipment in accordance with Manufacturer's recommendations. G Do not drop, roll, or skid products off delivery vehicles. Hand carry or use suitable materials handling equipment. 1.07 STORAGE OF MATERIAL A Store and protect materials in accordance with manufacturer's recommendations and requirements of these Technical Specifications. Control storage of potential water pollutants in conformance with Section 01566 — Source Controls for Erosion & Sedimentation. B Make necessary provisions for safe storage of materials and equipment. Place loose soil materials, and materials to be incorporated into the Work to prevent damage to any part of the Work or existing facilities and to maintain free access at all times to all parts of the Work and to utility service company installations in the vicinity of the Work. 07/2006 01600 - 2 of 3 CITY OF PEARLAND MATERIAL AND EQUIPMENT C Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants, and occupants. Arrange storage in a manner to provide easy access for inspection. Provide adequately ventilated, watertight storage facilities with floor above ground level for materials and equipment susceptible to weather damage. E Restrict storage to areas available on the construction site for storage of material and equipment as shown on Plans or approved by the Project Manager. F Provide off -site storage and protection when on -site storage is not adequate. G Do not use lawns, grass plots, or other private property for storage purposes without written permission of the owner or other person in possession or control of such premises. Damage to lawns, sidewalks, streets or other improvements shall be repaired or replaced to the satisfaction of the Project Manager. H Protect stored materials and equipment against loss or damage. I Store materials in manufacturers' unopened containers. J Materials delivered and stored along the line of the Woik shall be not closer than 3 feet to any fire hydrant. Pubhc and private drives and street crossings shall be kept open. K The total length which materials may be distributed along the route of construction at any one time is 1000 lineal feet, unless otherwise approved in writing by the Project Manager. 2.0 PRODUCTS -NotUsed 3.0 EXECUTION - NotUsed END OF SECTION 07/2006 01600 - 3 of 3 CITY OF PEARLAND PROJECT RECORD DOCUMENTS Section 01760 PROJECT RECORD DOCUMENTS 1.0 GENERAL 1.01 SECTION INCLUDES A Maintenance and Submittal of Record Documents and Samples. B References to Technical Specifications: 1. Section 01350 — Submittals 2. Section 01770 — Contract Closeout 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Work perfonned under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this and related Sections under the provisions of Section 01350 — Submittals. 1.04 MAINTENANCE OF DOCUMENTS AND SAMPLES A Maintain one copy of Record Documents at the Project Site in accordance with Section 00700 — General Conditions of Agreement, 3.02 ` Keeping Plans and Specifications Accessible". B Store Record Documents and Samples in field office if a field office is required by Contract Documents, or in a secure location. Provide files, racks, and secure storage for Record Documents and Samples. Label each document "PROJECT RECORD" in neat, large, printed letters. D Maintain Record Documents in a clean, dry, and legible condition. Do not use Record Documents for construction purposes. E Keep Record Documents and Samples available for inspection by Engineer. 1.05 RECORDING A Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B Plans, Change Orders, and Shop Drawings: Legibly mark each item to record all actual construction, or "as built" conditions, including: 1. Measured horizontal locations and elevations of underground utilities and appurtenances, referenced to permanent surface improvements. 07/2006 01760 - 1 of 2 CITY OF PEARLAND PROJECT RECORD DOCUMENTS 2. Elevations of underground utilities referenced to bench marks utilized for the Work. 3. Field changes of dimension and detail. 4. Changes made by modifications. 5. Details not on original Plans. 6. References to related Shop Drawings and Modifications. C Record information with a red pen or pencil on a set of drawings indicated as the Record Document Set, provided by Engineer. 2.0 PRODUCTS - NotUsed 3.0 EXECUTION A Deliver Record Documents and Samples to Owner in accordance with Section 01770 — Contract Closeout. END OF SECTION 07/2006 01760 - 2 of 2 CITY OF PEARLAND CONTRACT CLOSEOUT Section 01770 CONTRACT CLOSEOUT 1.0 GENERAL 1.01 SECTION INCLUDES A Closeout procedures including final submittals such as operation and maintenance data, warranties, and spare parts and maintenance materials. B References to Technical Specifications: 1. Section 01350 — Submittals 2. Section 01760 — Project Record Documents 1.02 MEASUREMENT AND PAYMENT A Unless indicated as a Bid Item, no separate payment will be made for Work performed under this Section. Include cost in Bid Items for which this Work is a component. 1.03 SUBMITTALS A Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 1.04 CLOSEOUT PROCEDURES A Comply with Section 00700 — General Conditions of Agreement regarding Final Completion and Final Payment when Work is complete and ready for Engineer's final inspection. B Provide Record Documents under provisions of Section 01760 — Project Record Documents. C Complete or correct items on punch list, with no new items added. Any new items will be addressed during warranty period. D The Owner will occupy portions of the Work as specified in Section 00700 — General Conditions of Agreement. E Contractor shall request Final Inspection at least two weeks prior to Final Acceptance. 1.05 FINAL CLEANING A Execute final cleaning prior to final inspection. B Clean debris from drainage systems. C Clean Project Site; sweep paved areas, rake clean landscaped surfaces. 09/2009 01770 - 1 of 2 CITY OF PEARLAND CONTRACT CLOSEOUT D Remove waste and surplus materials, rubbish, and temporary construction facilities from the Project Site following the final test of utilities and completion of the Work. 1.06 OPERATION AND MAINTENANCE DATA A Submit Operations and Maintenance data under provisions of Section 01350 — Submittals. 1.07 WARRANTIES A Provide one original of each warranty from Subcontractors, Suppliers, and Manufacturers. B Provide Table of Contents and assemble warranties in 3-ring/D binder with durable plastic cover. C Submit warranties prior to Final Application for Payment. 1. Warranties shall commence in accordance with the requirements of Section 00700 — General Conditions of Agreement, 1.09 "Substantially Completed". 2.0 PRODUCTS - NotUsed 3.0 EXECUTION Contractor shall diligently pursue completion of the items and activities contained in the Contract Close Out and Project Record Document sections of the project manual. Notwithstanding any performance of warranty work, the work of Contract Closeout shall be complete within thirty (30) days of the date of Final Completion and Acceptance of the work. END OF SECTION 09/2009 01770 - 2 of 2 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 2 TECHNICAL SPECIFICATIONS DIVISION 2 SITE WORK 07/2006 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION SECTION 02529 SANITARY SEWER MANHOLE REHABILITATION PART 1-GENERAL 1.01 SECTION INCLUDES A. Repair, rehabilitation, or replacement of deteriorated, leaking, or structurally unsound manholes. B. All physically deteriorated, leaking or structurally unsound sanitary sewer manholes, and cleanouts shall be rehabilitated per the provisions of this item. Such manholes shall be rehabilitated by one (1) of the following methods: 1. Complete replacement of sanitary sewer manhole with a new precast concrete manhole as shown on the plans in accordance with section 02542. 2. Rehabilitation by use of a liner. (A liner is defined as an applied or inserted product that improves the structural integrity of the manhole). 3. Rehabilitation by use of a corrosion iesistant material. A cementitious liner can be/may be applied to the manhole prior to the installation of the corrosion iesistant material if stated in the plans. 4. Other rehabilitation work. C. Iron castings for manhole frames and covers, inlet frames and grates catch basin frames and grates, meter vault frames and covers, adjustment rings and extensions. D. Ring grates. E References to Technical Specifications: 1. Section 2. Section 3 Section 4. Section 5. Section 6. Section 7. Section 01200 — 01350 — 01500 — 02255 — 02318 — 02530 — 01140 Measurement and Payment Procedures Submittals Temporary Facilities and Controls Bedding, Backfrll, and Embankment Materials Excavation and Backfill for Utilities Gravity Sanitary Sewers Contractor's Use of Premises F. Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM C 443, `Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets" b. ASTM C 270, "Standard Specification for Mortar for Unit Masonry" 5/2016 02529-1 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION c. ASTM C 923, "Standard Specification for Resilient Connectors Between Reinforced Conciete Manhole Structures, Pipes and Laterals" d. ASTM C 1107, "Standard Specification for Packaged Dry, Hydraulic -Cement Grout (Nonshrink)" e. ASTM A 48, "Standard Specification for Gray Iron Castings" f. ASTM A 615, "Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement" g. ASTM D 698, "Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort" 2. American Association of State Highway and Transportation Officials (AASHTO) American Water Works Association (AWWA) American Welding Society (AWS) a. -AWS D12.1, "Reinforcing Steel Welding Code" Texas Commission on Environmental Quality (TCEQ) a. Chapter 217.55 "Minimum Clear Opening' G. Definitions: 1. Shallow Depth Manholes- manholes having a depth of 4 feet or less measured from the top of cover to sewer invert. 2. Normal Depth Manholes- manholes having a depth of greater than 4 feet and up to 8 feet measured from top of cover to sewer invert. 3. Extra Depth Manholes- manholes having a depth of greater than 8 feet measured fiom the top of cover to sewer invert. 4. Corrosion Resistant Manholes- concrete manholes incorporating additional material, such as liners or coatings, which make them more resistant to corrosion than typical concrete manholes. 5. Standard Manholes Drops- drops of up to 3 vertical feet measured from the invert of the T-fitting to the sewer invert. 6. Extra Depth Manhole Drops- drops in excess of 3 vertical feet measured from the invert of the T-fitting to the sewer invert. 1.02 MEASUREMENT AND PAYMENT A. Measurement for Normal Depth Manholes Resistant Manholes shall be per each. B. Measurement for Shallow Depth Manholes Resistant Manholes shall be per each. and/or and/or Normal Depth Corrosion Shallow Depth Corrosion 5/2016 02529-2 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION C. Measurement for Extra Depth Manholes and/or Extra Depth Corrosion Resistant Manholes is on a vertical foot basis foi each foot of depth greater than 8 feet. D. Payment for Manholes Rehabilitation under this Section shall be for complete installation of corrosion resistance coating and adjustment of benches, riser, frames, grates, rings, stainless steel inflow preventers, cut -in work, covers, penetrations, other appurtenances, and be in accordance with Section 01200 — Measurement and Payment Procedures. E Payment for complete manhole replacement shall be in accordance with Section 02542 for a new precast concrete manhole. F. Payment for replacement of damaged manhole cover will be per each for complete installation of riser, frames, grates, rings, stainless steel inflow preventers, cut -in work, covers, penetrations, other appurtenances. 1.03 PERFORMANCE REQUIREMENTS A. Perfoilu work needed to make manholes structurally sound, improve flow, prevent entrance of inflow or groundwater, prevent entrance of soil or debris, and provide protection against hydrogen sulfide gas attack. B. Manufacturer's Product Support. 1. Through the Contractor, manufacturers of wall sealing or lining systems shall submit to Engineer for review and approval a detailed description of the proposed rehabilitation process. Describe surface preparation, independent laboratory test results, mix design procedures and method of controlling uniform thickness. 2. A representative employed by the manufacturer and having technical training in epoxy or cementititous liner shall be named and available for consultation by telephone during business hours and on site upon 48 hours notices. 3. Manufacturer's representative on concrete lining systems shall provide technical assistance to concrete batch plant operators to ensure proper usage of dispensing equipment and accurate proportions of admixtures. 1.04 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B. Submit proposed design mix and test data for each type and strength of concrete. C. Submit manufacturer's data and details of following items for approval: 1. Frames, grates, rings, and covers. 2. Materials to be used in fabricating drops. 3. Materials to be used for pipe connections at manhole walls. 5/2016 02529-3 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION 4. Materials to be used for stubs and stub plugs. 5. Plugs to be used foi sanitary sewer hydrostatic testing. 6. Shop Drawings of manhole sections and base units and construction details, including reinforcement, jointing methods, materials and dimensions. 7. Certification from manufacturer that precast manhole design is in full accordance with ASTM C 478 and design criteria as established in this Section, 2.03E, "Design Loading Criteria". Materials and procedures for corrosion resistant liner and coatings. 9. Manufacturer's data for pre -mix (bag) concrete, if used for channel inverts and benches D. Installer Qualifications. Installers of liners and wall repair systems shall submit qualifications to Engineer foi approval at least 14 days prior to start of any material application. Submittal shall consist of: 1. Manufacturer's approved equipment list, by name and model number for application of product and contractor's equipment list showing approved equipment available for use in product application 2. The materials shall be applied by an approved certified applicator and must meet manufacturer's recommendations List of contractor's personnel who have satisfactorily completed manufacturer's training in product application within previous two years. Include date of certification for each person performing work. E Progress Photographs: 1. After cleaning and sealing each manhole, submit 3" x 5" color photographs of manhole's interior walls for review by Engineer. Engineer may inspect the manhole before giving approval to begin lining. 2. After liner installation of each manhole, submit a minimum of three additional 3" x 5" color photographs to show final condition of rehabilitated manhole. 3. Provide photographs of sufficient quality and clarity, so that interior condition can be readily determined by Engineer 4. Annotate each photograph Give date, manhole number, material used, and appropriate remarks on the back using permanent ink. 1.05 PROJECT CONDITIONS A. Manholes Containing Mechanical or Electrical Equipment: 1. Drawings may not show locations of flow monitoring equipment. If a manhole contains any mechanical hardware or electrical flow monitoring equipment immediately notify Engineer. 2. Reschedule work in such manholes until equipment has been removed by Owner and further instructions are given. 3. Do not subject manholes with mechanical hardware or electrical equipment to diversion/bypass pumping. 5/2016 02529-4 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION 4. Damage to installed equipment, due to negligence of Contractor, will be repaired by Owner and cost of repairs charged to Contractor. B. Field Location of Manholes, Cleanouts and Inlets: 1. Contractor is responsible for locating and uncovering all manholes and cleanouts in lines being rehabilitated. If difficulty is encountered in locating a manhole or cleanout covered by ground or pavement, notify Engineer and await instructions. 2. Manholes may be located within project limits which are not part of the system being rehabilitated. Properly identify manholes before starting cleaning and sealing operations 1.06 SALVAGE A. Manhole covers and frames, inlet grates and frames, and adjusting rings from abandoned manholes and inlets remain the property of the Owner. Clean and deliver salvaged items to locations designated by hngineer. PART2 PRODUCTS 2.01 WALL CLEANING MATERIAL A. High Pressure Water: 3500-psi minimum force. B. Cleaners: Detergent or muriatic acid capable of removing dirt, grease oil and other matter which would prevent a good bond of sealing material to wall. Refer to sealing material manufacturer's recommendations. 2.02 SEALANT MATERIALS A. Sealing materials between precast concrete adjustment ring and manhole cover frame shall be Adeka Ultraseal P201, or approved equal. 2.03 WALL REPAIR MATERIALS A. Hydraulic Cements: Use a blend of cement powders or hydraulic cement to stop active leaks in the manhole structure. B. Quickset Mortar: Use a quickset mortar to repair wide cracks, holes or disintegrated mortar. 2.04 MANHOLE CEMENTITIOUS LINER A. This method consists of spray applying a cementitious mix to the manhole walls and benches on the existing manholes resulting in a monolithic linei having a minimum thickness of 1-inch. The mix(es) shall be batches in accordance with 5/2016 02529-5 of 12 CITY OF PEARLAND SANITARY SEW ti,R MANHOLE REHABILITATION manufacturer's recommendations. Adding water to facilitate application at the nozzle will not be allowed. B. Provide preapproved cementitious structural rehabilitation liner material for use as a lines for manhole and to repair and reform manhole benches and invests. Use a pre -approved cementitious structural manhole rehabilitation material which develops a minimum compressive stiength of 3000 psi at 14 days as, tested per the provisions of ASTM C1140. Follow manufacturer's recommended batching and mixing instructions C. The equivalent thickeness foi 1-inch cementitious plus 125 mils of epoxy for SewperCoat 100% Calcium Aluminate product is 1,000 mils. The materials shall be applied by an approved certified applicator and must meet the manufacturer's recommendations Equipment foi installation of lining materials shall be high quality grade and be as recommended by the manufacturer. 2.05 CORROSION RESISTANT MANHOLE MATERIALS A. Provide one of the following as indicated on the Plans: 1. Precast cylindrical Portland cement concrete manhole sections, base sections, and cone sections with one of the following factory applied internal coatings or approved equal: a. Chemical and cementitious rapid set hydraulic grouts such as Strong -Plug, Strong -Seal QSR, Quadex Hyperform and Quadex Hydro -Plug or other equivalents pre -approved by the engineer. The products listed above could be used to repair the structure along with Raven liner b. Raven liner (contact City of Pearland Public Works Department for specific type). c. SewperCoat 100% Calcium aluminate by KemeosTM Aluminate Technologies. 2. The manufacturer of these applied products shall provide a minimum 10- year material and labor wan anty. A 10-year manufacturei warranty shall be applicable to all Rehabilitation manholes as indicated on plan or as approved by the Engineer. 2.06 BACKFILL MATERIALS A. Backfill materials shall conform to the requirements of Section 02255 — Bedding, Backfill, and Embankment Materials. 2.07 NON -SHRINK GROUT A. For non -shrink grout, use prepackaged, inorganic flowable, non -gas -liberating, non-metallic, cement -based grout requiring only the addition of water. It shall 5/2016 02529-6 of 12 CITY OF PEARL/AND SANITARY SEWER MANHOLE REHABILITATION meet the requirements of ASTM C 1107 and shall have a minimum 28-day compressive strength of 7000 psi. 2.08 CASTINGS A. Castings for frames, grates, rings and covers shall conform to City of Pearland Standard Construction Details and shall be ASTM A 48, Class 30. Castings shall be capable of withstanding the application of an AASHTO H-20 loading without permanent deformation C. Fabricate castings to conform to the shapes, dimensions, and with wording or logos shown on the Plans. Castings shall be clean, free from blowholes and other surface imperfections. Cast holes in covers shall be clean and symmetrical, free of plugs. 2.09 BEARING SURFACES A. Machine bearing surfaces between covers or grates and their respective frames so that even bearing is provided for any position in which the casting may be seated in the frame. 2.10 SPECIAL FRAMES AND COVERS A. Where indicated on the Plans provide watertight manhole frames and covers with a minimum of four bolts and a gasket designed to seal cover to frame Supply watertight manhole covers and frames, Model R-1916 manufactured by Neenah Foundry Company, Model V-2420 by East Jordan Iron Works, or approval equal. 2.11 FABRICATED RING GRATES A. Ring grates shall be fabricated from reinforcing steel conforming to ASTM A 615. B. Welds connecting the bars shall conform to AWS D12.1. 2.12 INFLOW PREVFNTERS A. Provide stainless steel inflow preventers with air release vents on all sanitary sewer manholes. 5/2016 02529-7 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION 2.13 BENCH FORMING/REPAIR MATERIALS A. Use corrosion resistant concrete containing microsilica admixtures to repair and reform manhole benches and inverts. 2.14 MANHOLE COVER, FRAME AND INSERTS A. Provide cast-iron frames, grates, rings, covers, and stainless steel inflow preventers conforming to requirements of this Section and the City of Pearland Standard Construction Details if indicated on plan. PART3 EXECUTION 3.01 PROTECTION A. Provide barricades and warning lights and signs for excavations created by manhole or cleanout removal. B. Do not allow sand, debris, coating/construction material or runoff to enter sewer system. 3.02 EXCAVATION A. Excavate in accordance with Section 02318. B. Perform work in accordance with OSHA standards. Employ a Trench Safety System as specified in Section 01570 for excavations over 5 feet deep. C. Install and operate necessary dewatering and surface water control measures in accordance with requirements of Section 01564. 3.03 BYPASS PUMPING A. Install and operate diversion pumping equipment to maintain sewage flow and to prevent backup or overflow in accordance with requirements of the appropriate Section. Obtain approval for diversion pumping equipment and procedures from Engineer. B. Design all piping, joints and accessories to withstand twice the maximum system pressure or 50 psi, whichever is greater. C. In the event of accidental spill or overflow, immediately stop the overflow and take action to clean up and disinfect spillage. Promptly notify Engineer so that required reporting can be made to the TCEQ and Environmental Protection Agency. 5/2016 02529-8 of 12 CITY OF PF,ARLAND SANITARY SEWER MANHOLE REHABILITATION 3.04 ABANDONMENT OF CLEANOUTS AND MANHOLES A. Abandon cleanouts or manholes designated on Drawing or as directed by the Engineer. B. Remove manhole cover, existing manhole cone, and fill the manhole as shown on standard detail for sanitary sewer manhole abandonment. C. If a manhole is to be abandoned on a rehabilitated line, install a carrier pipe through the structuie and abandon the manhole as shown in sanitary sewer manhole abandonment detail. 3.05 MANHOLE WALL CLEANING A. The floor and interior walls of the manhole shall be thoroughly cleaned and made free of all foreign materials including diet, grit, roots, oils, grease, sludge, incompatible existing coatings, waxes, form release, curing compounds, efflorescence, sealers, salts, or other contaminants which may affect the peiformance and adhesion of the coating to the substrate. 1. High pressure water blasting with a minimum of 3500 psi shall be used to clean free all foreign material within the manhole. 2. When grease and oil are present within the manhole, an approved detergent or muriatic acid shall be used integrally with the high pressure cleaning water. 3. All materials resulting from the cleaning of the manhole shall be removed prior to application of the cement based coating. 4. All loose or defective brick grout, ledges, steps and protruding ledges shall be removed to provide an even surface prior to application of coating. B. Prevent any foreign material from entering the adjoining pipes. Remove droppings of foreign and wall sealant materials before they harden on the bottom of the manhole. No separate pay shall be made for this item Include cost for sealing in the unit price for manhole liner. Manufacturer's representative shall be available at all times on site to answer questions and approve manhole preparation work prior to lining. 3.06 MANHOLE WALL SEALING A. Seal active leaks in the manhole structure by using hydraulic cement material. B. Remove loose or defective wall material. Wipe or brush surface clean prior to the application of hydraulic cements 5/2016 02529-9 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION C. Drill weep holes at bottom of manhole walls to relieve hydrostatic pressure to stop leaks. Plug pressure relief holes after leaks are stopped using hydraulic cement materials Lead wool may also be used to plug large leaks. D. Repair wide cracks, holes, or disintegrated mortar with quickset mortars. Follow manufacturer's application procedures. E Reshape manhole inverts before wall sealing work. Apply concrete to cleaned manhole benches as specified in Section 03700. F. After all active leaks have been stopped, clean and prepare walls for application of selected liner material. Properly apply the sealing compound to provide the minimum required uniform coating to the wall surface. H. Prevent any foreign material from entering the adjoining pipes. Remove droppings of foreign and wall sealant materials before they harden on the bottom of the manhole. I. Strictly follow product manufacturer's published technical specifications and recommendations for surface preparation, application and proportioning. 3.07 MANHOLE BENCHES/INVERTS A. Remove obstructions and loose materials from benches prior to shaping the invert. Form a smooth, U-shaped invert having a minimum depth of one-half pipe diameter and channel it across the floor of the manhole using a quickset mortar. Control flow to allow sufficient setting time for material used. B. Make finished benches smooth and without defects which would allow for accumulation of debris. 3.08 MANHOLE COVERS AND FRAMES A. Adjust manhole frames and covers found above or below grade and reset loose frames. Make adjustments with concrete rings or approved materials. Set frames in a full bed of non -shrink grout and adjust to surrounding glade as specified in the pertinent section. Protect bottoms of manhole from debris or soil during adjustment. B. Install watertight manhole covers and frames at locations shown on the Drawings or as mstructed by Engineer. Use new frames and covers. 3.09 BACKFILL 5/2016 02529-10 of 12 CITY OF PEARLAND SANITARY S FI WER MANHOLE REHABILITATION A. Place and compact backfill materials in the area of excavation surrounding manholes in accordance with requirements of Section 02318 — Excavation and Backfill for Utilities. Use embedment zone backfill material, as specified for the adjacent utilities, from manhole foundation up to an elevation 12 inches over each pipe connected to the manhole. Provide trench zone backfill, as specified for the adjacent utilities, above the embedment zone backfill. B. Where rigid joints are used for connecting existing sewers to the manhole, backfill under the existing sewer up to the spring -line of the pipe with Class B concrete or flowable fill. 3.10 FIELD QUALITY CONTROL A. Conduct leakage testing of manholes in accordance with requirements of Section 02530- Gravity Sanitary Sewers. Vacuum test shall be completed prior to coating of the manhole. 3.11 INSPECTION A. After manhole wall sealing or manhole rehabilitation has been completed, visually inspect the manhole in the presence of Engineer. Check for cleanliness of interior surface, elimination of active leaks, and no blockage condition for sanitary sewer line. B. At completion of manhole rehabilitation, assist Engineer in verifying installation of minimum coating thickness of concrete hner. Test several points on the manhole wall. Repair verification points prior to final acceptance for payment. C. During application of corrosion resistant liner, a wet film thickness gauge, meeting ASTM D4414, shall be used. Measurements shall be taken, documented and attested by the Contractor for submission to the Owner D. At completion of manhole rehabilitation, assist Engineer in inspection of installation. 3.12 TESTING A. After the coating product(s) have set in accordance with manufacturer instructions, all surfaces shall be inspected for holidays with high -voltage holiday detection equipment. Refeience NACF RPO 188-99 for performing holiday detection. All detected holidays shall be marked and repaired by abrading the coating surface with grit disk paper or other hand tooling method. After abrading and cleaning, additional coating can be hand applied to the repair area. All touch- up/repair procedures shall follow the coating manufacturer s iecominendations. Documentation on areas tested, results and repairs made shall be provided to Owner by Contractor. 5/2016 02529-11 of 12 CITY OF PEARLAND SANITARY SEWER MANHOLE REHABILITATION B. Visual inspection shall be made by the Project Engineer and/or Inspector. Any deficiencies in the finished coating shall be marked and repaired according to the procedures set forth herein by Contractor. END OF SECTION 5/2016 02529-12 of 12 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES Section 02542 CONCRETE MANHOLES AND ACCESSORIES 1.0 GENERAL 1.01 SECTION INCLUDES A. Pre -Cast Concrete Manholes for sanitary. B. Pre -Cast and Cast -in -Place Manholes for storm sewer. C. Iron castings for manhole frames and covers, inlet frames and grates, catch basin frames and grates, meter vault frames and covers, adjustment rings and extensions. F Ring grates. References to Technical Specifications: 1. Section 2. Section 3. Section 4. Section 5. Section 6. Section 7. Section 8. Section 01200 — 01350 — 01500 — 03300 02255 02318 — 02530 — 01140 F. Referenced Standards: Measurement and Payment Procedures Submittals Temporary Facilities and Controls Cast -in -Place Concrete Bedding, Backfill, and Embankment Materials Excavation and Backfill for Utilities Gravity Sanitary Sewers Contractor's Use of Premises American Society for Testing and Materials (ASTM) a. b. c. d. e. f. g. h. ASTM C 478, "Standard Specification for Precast Reinforced Concrete Manhole Sections" ASTM C 443, "Standard Specification for Joints for Concrete Pipe and Manholes, Using Rubber Gaskets" ASTM C 270, "Standard Specification for Mortar for Unit Masonry" ASTM C 923, "Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals" ASTM C 1107, "Standard Specification for Packaged Dry, Hydraulic - Cement Giout (Nonshrink)" ASTM A 48, "Standard Specification for Gray Iron Castings" ASTM A 615, "Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement' ASTM D 698, "Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort" 05/2013 02542 1 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES 2. American Association of State Highway and Transportation Officials (AASHTO) 3. American Water Works Association (AWWA) American Welding Society (AWS) a. AWS D12.1, "Reinforcing Steel Welding Code" 5. Texas Commission on Fnvironmental Quality (TCEQ) a. Chapter 217.55 "Minimum Clear Opening" G. Definitions: 1. Shallow Depth Manholes- manholes having a depth of 4 feet or less measured from the top of cover to sewer invert. 2. Normal Depth Manholes- manholes having a depth of greater than 4 feet and up to 8 feet measured from top of cover to sewer invert. 3. Extra Depth Manholes- manholes having a depth of greater than 8 feet measured from the top of cover to sewer invert. Corrosion Resistant Manholes- concrete manholes incorporating additional material, such as liners or coatings, which make them more resistant to corrosion than typical concrete manholes. Standard Manholes Drops- drops of up to 3 vertical feet measured from the invert of the T-fitting to the sewer invert. 6. Extra Depth Manhole Drops- drops in excess of 3 vertical feet measured from the invert of the Miffing to the sewer invert. 1.02 MEASUREMENT AND PAYMENT A. Measurement for Normal Depth Manholes and/or Normal Depth Corrosion Resistant Manholes shall be per each. B. Measurement for Shallow Depth Manholes and/or Shallow Depth Corrosion Resistant Manholes shall be per each. C. Measurement for Extra Depth Manholes and/or Extra Depth Corrosion Resistant Manholes is on a vertical foot basis for each foot of depth greater than 8 feet. D. Payment for Manholes under this Section shall be for complete installation including riser, frames grates, adjustment rings, stainless steel inflow preventers, cut -in work, covers, penetrations, other appurtenances, and be in accordance with Section 01200 — Measurement and Payment Procedures 05/2013 02542 2 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES E Measurement for Standard Manhole Drops shall be per each. F. Measurement for Extra Depth Manhole Drops is on a vertical foot basis for each foot of Drop greater than 3 feet G. Payment for Drops under this Section shall be for assembly components, encasement, other appurtenances, and be in accordance with Section 01200 — Measurement and Payment Procedures. H. Payment for Air Release Manhole with Valves and Fittings installed is on a unit price basis foi each manhole with air release valves, fittings and appurtenances installed and in accordance with Section 01200 Measurement and Payment Procedures. 1.03 PERFORMANCE REQUIREMENTS A. Perform work needed to make manholes structurally sound, improve flow prevent entrance of inflow or groundwater, prevent entrance of soil or debris, and provide protection against hydrogen sulfide gas attack. B. Manufacturer's Product Support. 1. Through the Contractor, manufactuiers of wall sealing or lining systems shall submit to Engineer for review and approval a detailed description of the proposed coating installation process. Describe surface preparation, independent laboratory test results, mix design procedures and method of controlling uniform thickness. 2. A representative employed by the manufacturer and having technical training in epoxy or cementitious liner shall be named and available for consultation by telephone during business hours and on site upon 48 hours notice. 3. Manufacturer's representative on concrete lining systems shall provide technical assistance to applicators to ensure proper usage of dispensing equipment and accurate pi oportions of admixtures. 1.04 SUBMITTALS A. Make Submittals required by this Section under the provisions of Section 01350 — Submittals. B. Submit proposed design mix and test data for each type and strength of concrete. C. Submit manufacturer's data and details of following items for approval: 1. Frames, grates, rings, and covers. 2. Materials to be used in fabricating drops. 05/2013 02542 3 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES 3. Materials to be used for pipe connections at manhole walls. 4. Materials to be used for stubs and stub plugs. 5. Plugs to be used for sanitary sewer hydrostatic testing. 6. Shop Drawings of manhole sections and base units and construction details, including reinforcement, jointing methods, materials and dimensions. Certification from manufacturer that precast manhole design is in full accordance with ASTM C 478 and design criteria as established in this Section, 2.03F, "Design Loading Criteria". 8. Product data, materials and procedures for corrosion resistant liner and coatings, if required. For coating and resistant liner systems requiring 10-yr manufacturer warranty, submit specific coating system including product, thickness, and application for Engineer's approval. 9. Manufacturer's data for pre -mix (bag) concrete, if used for channel inverts and benches: D. Installer Qualifications: Installers of liners and wall repair systems shall submit qualifications to Engineer at least 14 days prior to start of any material application. Submittal shall consist of: Manufacturer's approved equipment list, by name and model number for application of product and contractor's equipment list showing approved equipment available for use in product application. 2. List of contractor's personnel who have satisfactorily completed manufacturer's training in product application within previous two years. Include date of certification for each person. F Provide Shop Drawings for fabrication and erection of casting assemblies. Include plans, elevations, sections and connection details. Show anchorage and accessory items. Include Setting Drawings for location and installation of castings and anchorage devices. 2.0 PRODUCTS 2.01 MATERIALS A. Concrete shall confouu to requirements in Section 03300 - Cast -In Place Concrete. B. Minimum concrete compressive strength of 4000 psi. 05/2013 02542 4 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES C. Reinforcing Steel shall conform to requirement in Se ction 03300 - Cast -In Place Concrete. D. Mortar shall conform to requirements of ASTM C 270, Type S using Portland cement. 2.02 PRECAST CONCRETE MANHOLES A. Use manhole sections and base sections conforming to ASTM C 478. Use base riser section with integral floors, unless shown otherwise. Provide adjustment rings which are standard components of the manufacturer of the manhole sections meeting material requirements of ASTM C 478. Mark date of manufacture and name or trademark of manufacturer on inside of barrel. B. Construct barrels for precast manholes from 48-inch diameter standard reinforced concrete manhole sections unless otherwise indicated on Plans. Use various lengths of manhole sections in combination to provide the correct height with the fewest joints. Wall sections shall be designed for depth as shown and loading conditions as described in this Section 2.03E, ` Design Load Criteria ', but shall not be less than 5 inches thick. Base section shall have a minimum thickness of 12 inches under the invert. C. Provide cone tops to receive 30-inch cast iron frames and covers, unless indicated otherwise. Use tops designed to support an AASHTO H-20 loading. D. Where the Plans indicate that manholes larger than 48-inch diameter aie required, precast base sections of the required diameter shall be provided with flat slab top precast sections used to transition to 48-inch diameter manhole access riser sections. Transition can be concentric or eccentric. The transition shall be located to provide a minimum of 7-foot head clearance from the top of bench to underside of transition. E Design Loading Criteria: The manhole walls, transition slabs, cone tops, and manhole base slab shall be designed by the manufacturer to the requirements of ASTM C 478 for the depth as shown on Plans and the following design criteria: 1. AASHTO H-20 loading applied to the manhole cover and transmitted down to the transition and base slabs. 2. Unit soil weight of 120 pcf located above all portions of the manhole, including base slab projections. 3. Lateral soil pressure based on saturated soil conditions producing an at -rest equivalent fluid pressure of 100 pcf, with soil pressure acting on empty manhole. Internal liquid pressure based on a unit weight of 63 pcf, with manhole filled with liquid from invert to cover, with no balancing external soil pressure 5. Dead load of manhole sections fully supported by the transition and base slabs. 05/2013 02542 5 of 15 CITY OF PF,ARLAND CONCRETE MANHOLES AND ACCESSORIES Design additional reinforcing steel to transfer stresses at openings. 7. The minimum clear distance between any two wall penetrations shall be 12 inches or half the diameter of the smaller penetration, whichever is greater. F Form joints between sections with 0-ring gaskets conforming to ASTM C 443. G. Do not incorporate manhole steps in manhole sections. H. Do not use brick masonry in construction of sanitary sewer manholes. 2.03 MISCELLANEOUS METALS A. Provide cast-iron frames, grates, rings, covers, and stainless steel inflow preventers conforming to requirements of this Section and the City of Pearland Standard Construction Details. 2.04 DROPS A. Drops shall conform to the same pipe material requirements used in the main pipe, unless otherwise indicated on the Plans. 2.05 PIPE CONNECTIONS A. Use resilient connectors conforming to requirements of ASTM C 923. Metallic mechanical devices as defined in ASTM C 923 shall be made of the following materials: 1. External clamps: a. Type 304 stainless steel. 2. Internal, expandable clamps on standard manholes: a. Type 304 stainless steel, 11 gage minimum. 3. Internal expandable clamps on corrosion -resistant manholes: a. Type 316 stainless steel 11 gage minimum. b. Type 304 stainless steel 11 gage minimum, coated with minimum 16 mm fusion -bonded epoxy conforming to AWWA C-213. 4. All precast openings shall be fully circular, 360° openings. Where rigid joints between pipe and a cast -in -place manhole base are specified or shown on the Plans, use polyethylene -isoprene water -stop meeting the physical property requirements of ASTM C 923, Press -Seal WS Series, or equal. 05/2013 02542 6 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES C. Storm sewer pipe connections: 1. Connections acceptable for sanitary sewers. 2. Line pipe grouted in place with mortar. Rehabilitate. 2.06 WALL CLEANING MATERIAL A. Cleaners: Detergent or muriatic acid capable of removing dirt, grease, oil and other matter which would prevent a good bond of sealing material to wall. Refer to sealing material manufacturer's recommendations. 2.07 SEALANT MATERIALS A. Sealing materials between precast concrete adjustment ring and manhole cover frame shall be Adeka Ultraseal P201, or approved equal. 2.08 WALL REPAIR MATERIALS A. Hydraulic Cements: Use a blend of cement powders or hydraulic cement to stop active leaks in the manhole structure. Quickset Mortar: Use a quickset mortar to repair wide cracks, holes or disintegrated mortar. 2.09 CORROSION RESISTANT MANHOLE MATERIALS A. Provide one of the following as indicated on the Plans: 1. Precast cylindrical Portland cement concrete sanitary sewer manhole sections, base sections, and cone sections with one of the following factory applied internal coatings or approved equal: a. NeoPoxyTM NPR-5300 Series "PureEpoxy" spray on epoxy liner and other required fillers/sealants per manufacturer's recommendations: b. NeoPoxy NPR-3501 high tensile elongation epoxy elastomeric gout and sealant. c. NeoPoxy NPR-5305 trowelable epoxy filler, grout and sealant, d. Chemical and cementitious rapid set hydraulic grouts such as Strong -Plug, Strong -Seal QSR, Quadex Hypeiform and Quadex Hydro -Plug, or other equivalents pre -approved by the engineer. 05/2013 02542 - 7 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES e. NeoPoxy P-88 ultraviolet light resistant topcoat. f. EMACO liner (contact City of Pearland Public Works Department for specific type). g. Raven liner (contact City of Pearland Public Works Department for specific type). h. SewperCoat 100% Calcium aluminate by KerneosTM Aluminate Technologies. 2. Type I Coating: The manufacturer of these applied products shall provide a minimum 10-year material and labor warranty. A 10-year manufacturer warranty shall be applicable for the following sanitary sewer manholes: a. Manholes that receive force main discharge. b. Manholes within the lift/pump station site including last manhole before wet well. c. Manholes with 5 feet diameter and larger or manholes that receive discharge from 15" or larger diameter gravity sewer. d Manholes as deteiinined by City Engineer. 3. Type II Coating: All other sanitary sewer manholes shall be coated with minimum 125 mil thick coating of products specified in Section 2.09.1.a-d, or approved equal. 2.10 BACKFILL MATERIALS A. Backfill materials shall conform to the requirements of Section 02255 — Bedding, Backf'ill, and Embankment Materials. 2.11 NON -SHRINK GROUT A. For non -shrink grout, use prepackaged, inorganic, flowable, non -gas -liberating, non- metallic, cement -based grout requiring only the addition of water. It shall meet the requirements of ASTM C 1107 and shall have a minimum 28-day compressive strength of 7000 psi. 05/2013 02542 8 of 15 CITY OF PF,ARLAND CONCRETE MANHOLES AND ACCESSORIES 2.12 CASTINGS A. Castings for frames, grates, rings and covers shall conform to City of Pearland Standard Construction Details and shall be ASTM A 48, Class 30. Provide locking covers if indicated on Plans. B. Castings shall be capable of withstanding the application of an AASHTO H-20 loading without permanent deformation. Fabricate castings to conform to the shapes, dimensions, and with wording or logos shown on the Plans. D. Castings shall be clean, free from blowholes and other surface imperfections. Cast holes in covers shall be clean and symmetrical, free of plugs. 2.13 BEARING SURFACES A. Machine bearing surfaces between covers or grates and their respective frames so that even bearing is provided for any position in which the casting may be seated in the frame. 2.14 SPECIAL FRAMES AND COVERS A. Where indicated on the Plans, provide watertight manhole frames and covers with a minimum of four bolts and a gasket designed to seal cover to frame. Supply watertight manhole covers and frames Model R-1916 manufactured by Neenah Foundry Company, Model V-2420 by Fast Jordan Iron Works, or approval equal. B. Where personnel entry is anticipated, minimum clear openings of 30-inches is required. 2.15 FABRICATED RING GRATES A. Ring grates shall be fabricated from reinforcing steel conforming to ASTM A 615. B. Welds connecting the bars shall conform to AWS D12.1. 2.16 INFLOW PREVENTERS A. Provide stainless steel inflow preventers with air release vents on all sanitary sewer manholes. 05/2013 02542 - 9 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES 3.0 EXECUTION 3.01 EXAMINATION A. Verify lines and grades are correct. B. Determine if the subgrade, when scarified and re -compacted, can be compacted to 95 percent of maximum Standard .Proctor Density according to ASTM D 698 prior to placement of foundation material and base section. If it cannot be compacted to that density, the subgrade shall be moisture conditioned until that density can be reached or shall be treated as an unstable subgrade. C. Do not build sanitary of storm sewer manholes in ditches, swales, or drainage paths unless approved by the Engineer. 3.02 PLACEMENT OF PRECAST MANHOLES A. Install precast manholes to conform to locations and dimensions shown on Plans. B. Place manholes at points of change of alignment, grade, size, pipe intersections, and end of sewer. 3.03 MANHOLE BASE SECTIONS AND FOUNDATIONS A. Place precast base on 12-inch-thick (minimum) foundation of cement stabilized sand or a concrete foundation slab. Compact cement -sand in accordance with requirements of Section 02318 — Excavation and Backfill for Utilities. B. Unstable Subgrade Treatment: When unstable subgrade is encountered, the subgrade will be examined by the Engineer to determine if the subgrade has heaved upwards after being excavated. If heaving has not occuned, the subgrade shall be over - excavated to allow for a 24-inch thick layer of crushed stone wrapped in filter fabric as the foundation material under the manhole base. If there is evidence of heaving, a pile - supported concrete foundation as detailed on the Plans, shall be provided under the manhole base, when indicated by the Engineer. 3.04 PRECAST MANHOLE SECTIONS A. Install sections, joints, and gaskets in accordance with manufacturer's printed recommendations B. Install precast or steel adjustment rings above tops of cones or flat -top sections as required to adjust the finished elevation and to support manhole frame. C. Seal any lifting holes with non -shrink grout. 05/2013 02542 10 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES D. Where PVC liners are required, seal joints between sections in accordance with manufacturers recommendations. 3.05 PIPE CONNECTIONS AT MANHOLE A. Install approved resilient connectors at each pipe entering and exiting sanitary sewer manholes in accordance with manufacturer's instructions. B. Ensure that no concrete, cement stabilized sand, fill, or other rigid material is allowed to enter the space between the pipe and the edge of the wall opening at and around the resilient connector on either the interior or exterior of the manhole. If necessary, fill the space with a compressible material to guarantee the full flexibility provided by the resilient connector. All pipe openings shall be fully circular, 360° openings. C. Where a new manhole is to be constructed on an existing sewer, install precast manhole base with factory installed Feinco type connections and pipe stubouts at least two (2) feet outside manhole wall. Manhole shall be cut -in to existing pipe. No `horseshoe' or 'dog house" type connections will be permitted. Do not construct joints on sanitary sewer pipe within wall sections of manholes. Use approved connection material. E Construct pipe stubs with resilient connectors for future connections at locations and with material indicated on Plans. Install approved stub plugs at interior of manhole. F. Test connection for watertight seal before backfilling. 3.06 INVERTS FOR SANITARY SEWERS A. Construct invert channels to provide a smooth flow transition waterway with no disruption of flow at pipe -manhole connections. Conform to following criteria: 1. Slope of invert bench: 1 inch per foot minimum; 1-1/2 inch per foot maximum. 2. Depth of bench to invert: Pipes smaller than 15-inches: one-half largest pipe diameter Pipes 15 to 24-inches: three -fourths the largest pipe diameter Pipes larger than 24-inches: equal to the largest pipe diameter 3. Invert slope through manhole: 0.10-foot drop across manhole with smooth transition of invert through manhole, unless otherwise indicated on Plans. B. Form invert channels with class A concrete if not integral with manhole base For direction changes of mains, construct channels tangent to mains with maximum possible radius of curvature. Provide curves for side inlets and smooth invert fillets for flow transition between pipe inverts. 05/2013 02542 - 1 1 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES 3.07 DROPS FOR SANITARY SEWERS A. Construct Drops with same materials used in main pipe unless otherwise indicated on Plans or approved by the Engineer. Install a Drop when a sewer line enters a manhole higher than 30-inches above the invert of the manhole. All drops must be interior drops. B. Terminate encasement of blind drops a minimum of 5 inches below top of bell and not less than 12 inches above top of next lower bell. Install approved plug at bell. 3.08 MANHOLE FRAME AND ADJUSTMENT RINGS A. Combine precast concrete adjustment rings so that the elevation of the installed casting cover is 3/8 inch below the pavement surface. Seal between adjustment ring and the manhole top with non -shrink grout; do not use mortar between adjustment rings. Apply a latex -based bonding agent to concrete surfaces to be joined with non -shrink grout. Set the cast iron frame on the adjustment ring in a bed of approved sealant. The sealant bed shall consist of two beads of sealant, each bead having minimum dimensions of 1/2-inch and 3/4-inch wide. B. For manholes in unpaved areas, top of frame shall be set a minimum of 6 inches above existing ground line unless otherwise indicated on Plans In unpaved areas, encase the manhole frame in mortar or non -shrink grout placed flush with the face of the manhole ring and the top edge of the frame. Provide a rounded corner around the perimeter. 3.09 BACKFILL A. Place and compact backfill materials in the area of excavation surrounding manholes in accordance with requirements of Section 02318 — Excavation and Backfill for Utilities. Use embedment zone backfill material, as specified for the adjacent utilities, from manhole foundation up to an elevation 12 inches over each pipe connected to the manhole. Provide trench zone backfill, as specified for the adjacent utilities, above the embedment zone backfill. B. Where rigid joints are used for connecting existing sewers to the manhole, backfill under the existing sewer up to the spring -line of the pipe with Class B concrete or flowable fill. 3.10 MANHOLE WALL CLEANING A. The floor and interior walls of the manhole shall be thoroughly cleaned and made free of all foreign materials including dirt, grit, roots, oils, grease, sludge, incompatible existing coatings, waxes, form release, curing compounds, efflorescence, sealers salts, or other contaminants which may affect the performance and adhesion of the coating to the substrate. 05/2013 02542 - 12 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES 1. High pressure water blasting with a minimum of 3,500 psi shall be used to clean free all foreign material within the manhole 2. When grease and oil are present within the manhole, an approved detergent or muriatic acid shall be used integrally with the high pressure cleaning water. 3. All materials resulting from the cleaning of the manhole shall be removed prior to application of the coating. 4. All loose grout, ledges, steps and protruding ledges shall be removed to provide an even surface prior to application of coating. B. Prevent any foreign material from entering the adjoining pipes. Remove droppings of foreign and wall sealant materials before they harden on the bottom of the manhole. C. No separate pay shall be made for this item. Include cost for sealing in the unit price for manholes. D. Manufacturer's representative shall be available at all times on site to answer questions and approve manhole preparation work prior to lining. 3.11 MANHOLE WALL SEALING A. Seal active leaks in the manhole structure by using non -shrink grout. B. Remove loose or defective wall material. Wipe or brush surface clean prior to the application of hydraulic cement C. Drill weep holes at bottom of manhole walls to relieve hydrostatic pressure to stop leaks. Plug pressure relief holes after leaks are stopped using hydraulic cement materials. Lead wool may also be used to plug large leaks. D. Repair wide cracks, or holes with quickset mortars. Follow manufacturer's application procedures. R Shape manhole inverts before wall sealing work. Apply concrete to cleaned manhole benches as specified in Section 03300. F After all active leaks have been stopped, clean and prepare walls for application of selected liner material. Properly apply the sealing compound to provide the minimum required uniform coating to the wall surface. H. Prevent any foreign material from entering the adjoining pipes. Remove droppings of foreign and wall sealant materials before they harden on the bottom of the manhole. 05/2013 02542 13 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES I. Strictly follow product manufacturer's published technical specifications and recommendations for surface preparation, application and proportioning. 3.12 FIELD QUALITY CONTROL A. Conduct leakage testing of manholes in accordance with requirements of Section 02530 — Gravity Sanitary Sewers. Vacuum test shall be completed prior to coating of the manhole. 3.13 INSPECTION A. After manhole wall sealing has been completed, visually inspect the manhole in the presence of Engineer. Check for cleanliness and for elimination of active leaks. B. At completion of manhole construction, assist Engineer in verifying installation of minimum coating thickness of concrete liner. Test several points on the manhole wall. Repair verification points prior to final acceptance for payment. C. During application of corrosion resistant liner, a wet film thickness gauge, meeting ASTM D4414, shall be used. Measurements shall be taken, documented and attested by the Contractor for submission to the Owner. D. At completion of manhole construction, assist Engineer in inspection of installation. 3.14 TESTING A. After the coating product(s) have set in accordance with manufacturer's instructions, all surfaces shall be inspected for holidays with high -voltage holiday detection equipment. Reference NACE RPO 188-99 foi performing holiday detection. All detected holidays shall be marked and repaired by abrading the coating surface with grit disk paper or other hand tooling method After abrading and cleaning, additional coating can be hand applied to the repair area. All touch-up/repair procedures shall follow the coating manufacturer's recommendations. Documentation on areas tested, results and repairs made shall be provided to Owner by Contractor. B. Visual inspection shall be made by the Project Engineer and/or Inspector. Any deficiencies in the finished coating shall be marked and repaired according to the procedures set forth herein by Contractor. 3.15 CLEAN-UP AND RESTORATION A. Perform clean-up and restoration in and around construction zone in accordance with Section 01140 — Contractor's Use of Premises. 05/2013 02542 14 of 15 CITY OF PEARLAND CONCRETE MANHOLES AND ACCESSORIES 3.16 PROTECTION OF THE WORK A. Protect Manholes from damage until subsequent work has been accepted. B. Repair or replace damaged elements of Manholes at no additional cost to the Owner. C. In unpaved areas, provide positive drainage away from manhole frame to natural grade. END OF SECTION 05/2013 02542 15 of 15 CITY OF PEARLAND ADJUSTING MANHOLES, INLETS, AND VALVE BOXES Section 02633 ADJUSTING MANHOLES, INLETS, AND VALVE BOXES 1.0 GENERAL 1.01 SECTION INCLUDES A Adjusting elevation of manholes, inlets, and valve boxes to new grades. B References to Technical Specifications: 1. Section 01200 — Measurement and Payment Procedures 2. Section 01350 — Submittals 3. Section 03300 — Cast -in -Place Concrete 4. Section 02542 — Concrete Manholes and Accessories 5. Section 02318 — Excavation and Backfill for Utilities 6. Section 02910 — Topsoil 7. Section 02921 — Hydromulch Seeding C Referenced Standards: 1. American Society for Testing and Materials (ASTM) a. ASTM C 270, `Standard Specification for Mortar for Unit Masonry" 1.02 MEASUREMENT AND PAYMENT A Measurement for adjusting utility structures to grade is on a lump sum basis for: 1. Adjusting manholes. 2. Adjusting inlets. 3. Adjusting valve boxes. B Refer to Section 01200 - Measurement and Payment Procedures. C Make Submittals required by this Section under the provisions of Section 01350 — Submittals. 2.0 PRODUCTS 2.01 CONCRETE MATERIALS A For cast in place concrete, refer to Section 03300 — Cast -in -Place Concrete. B For precast concrete manhole sections and adjustment rings, refer to Section 02542 — Concrete Manholes and Accessories. C For mortar mix, conform to requirements of ASTM C 270, Type S using Portland cement. 07/2006 02633 - 1 of 3 CITY OF PEARLAND ADJUSTING MANHOLES, INLETS, AND VALVE BOXES 2.02 CAST IRON ADJUSTING RINGS A For cast iron adjusting rings, refer to Section 02542 — Concrete Manholes and Accessories. 2.03 PIPING MATERIALS A For riser pipes and fittings, refer to applicable piping materials specifications in Sections 02542 — Concrete Manholes and Accessories. 3.0 EXECUTION 3.01 EXAMINATION A Examine existing structure, valve box, frame and cover or inlet box, frame and cover or inlet, and piping and connections for damage or defects that would affect adjustment to grade. Report such damage or defects to the Engineer. 3.02 ESTABLISHING GRADE A Coordinate grade related items with existing grade and finished grade or paving, and relate to established bench mark or reference line. 3.03 ADJUSTING MANHOLES AND INLETS A Elevation of manhole or inlet can be raised using precast concrete rings or metal adjusting rings. Use of brick for adjustment to grade is prohibited. Elevation of manhole or inlet can be lowered by removing existing masonry, adjusting rings or the top section of the barrel below the new elevation and then rebuilding or raising the elevation to the proper height. B Grout inside and outside adjusting ring joints. C Salvage and reuse cast iron frame and cover or grate. D Protect or block off manhole or inlet bottom using wood forms shaped to fit so that no debris or soil falls to the bottom during adjustment. E Set the cast iron fi ame for the manhole cover or grate in a full mortar bed and adjust to the established elevation. In streets, adjust covers to be flush to 1/8 inch above pavement. F Verify that manholes and inlets are free of visible leaks as a result of reconstruction. Repair leaks in a manner subject to the Engineer's approval. 3.04 ADJUSTING VALVE BOXES A If usable, salvage and reuse valve box and surrounding concrete block. 07/2006 02633 - 2 of 3 CITY OF PEARLAND ADJUSTING MANHOLES, INLETS, AND VALVE BOXES B Remove and replace 6 inch ductile iron riser pipe with suitable length for depth of cover required to establish the adjusted elevation to accommodate actual finish grade. C Reinstall in -kind adjustable valve box and riser piping plumbed in vertical position. Provide minimum 6 inches telescoping freeboard space between riser pipe top butt end and interior contact flange of valve box for vertical movement damping. D After valve box has been set, aligned, and adjusted so that top lid is level with final grade, pour a 24 inch by 24 inch by 8 inch thick concrete pad around valve box. Center valve box horizontally within concrete slab. 3.05 BACKFILL AND GRADING A Backfill the area of excavation surrounding each adjusted manhole, inlet, and valve box and compact according to requirements of Section 02318 — Excavation and Backfill for Utilities. B Grade the ground surface to drain away from each manhole and valve box. Place earth fill around manholes to the level of the upper rim of the manhole frame. Place earth fill around the valve box concrete block. C In unpaved areas, grade surface at a uniform slope of 1 to 5 from the manhole frame to natural grade. Provide a minimum of 4 inches of topsoil conforming to requirements of Section 02910 — Topsoil and seed in accordance with Section 02921 — Hydromulch Seeding. END OF SECTION 07/2006 02633 - 3 of 3 CITY OF PEARLAND TECHNICAL SPECIFICATIONS DIVISION 3 TECHNICAL SPECIFICATIONS DIVISION 3 CONCRETE 07/2006 CITY OF PEARLAND CAST -IN -PLACE CONCRETE Section 03300 CAST -IN -PLACE CONCRETE 1.0 GENERAL 1.01 SECTION INCLUDES A. Cast -in -place concrete building frame members, floors, shear walls, foundation walls, and supported slabs, vaults, manholes and wet wells. F. G. H. Cast -in -place concrete work for utility construction or rehabilitation, such as slabs on grade, small vaults, site -cast bases for precast units, cast -in -place manholes, including headwalls and miscellaneous small structures. Floors and slabs on grade. Concrete seal slabs. Control, and expansion and contraction joint devices associated with concrete work, including joint sealants. Design, construction, erection, and removal of structural concrete formwork. Equipment pads, light pole base, thrust blocks. References to Technical Specifications: 1. Section 01200 2. Section 01350 3. Section 01310 4. Section 03600 5. Section 03310 6. Section 03100 7. Section 01440 8. Section 01460 I. Reference Standards: - Measurement and Payment - Submittals - Coordination and Meetings - Structural Grout - Structural Concrete — Concrete Formwork — Inspection Services — Testing Laboratory Services 1. American Concrete Institute (ACI) 2. American Society for Testing and Materials (ASTM) 3. Concrete Reinforcing Steel Institute (CRSI) 4. American Welding Society (AWS) 5. Wire Reinforcement Institute (WRI) 6. Encyclopedia of Industrial Chemical Analysis 5/2013 03300 - 1 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 1.02 UNIT PRICES A. Measurement for cast -in -place concrete is on lump -sum basis for each aforementioned item as bid. Payment includes related work performed on these items in accordance with related sections of these Technical Specifications. B. Measurement for extra cast -in -place concrete is on cubic -yard basis. Payment includes related work performed in accordance with related sections. C. Refer to Section 01200 - Measurement and Payment for unit price procedures. 1.03 DEFINITIONS A. Hot Weather: Any combination of high air temperature, low relative humidity and wind velocity tending to impair quality of fresh or hardened concrete or otherwise resulting in abnormal properties. Hot weather concreting shall be in accordance with ACI - 305R. B. Cold Weather: Period when, for more than 2 successive days, mean daily temperature is below 40 degrees F. Cold weather concreting shall be in accordance with ACI 306R. 1.04 SUBMITTALS A. Submittals shall conform to the requirements of Section 01350 — Submittals. B. Shop Drawings: Submit Shop Drawings detailing reinforcement fabrication, bar replacement location, splices, spacing, bar designation, bar type, length, size bending, number of bars, bar support type, and other pertinent information, including dimensions. Provide sufficient detail for placement of reinforcement without use of Plans. Information shall correspond directly to data listed on bill of materials. 2. Use of reproductions of Plans by Contractor, Subcontractor erector, fabricator or material supplier in pi eparation of Shop Drawings (or in lieu of preparation of Shop Drawings) signifies acceptance by that party of information shown thereon as correct, and acceptance of obligation to pay for any job expense, real or implied, arising due to errors that may occur thereon. Remove references to Design Engineer, including seals, when reproductions of Plans are used as Shop Drawings 3. Detail Shop Drawings in accordance with ACI 315, Figure 6. 5/2013 03300 - 2 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 4. Submit Shop Drawings showing location of proposed additional construction joints, and obtain approval of the Engineer, prior to submitting reinforcing steel Shop Drawings. C. Bill of Materials: Submit with Shop Drawings. Product Data: 1. Mechanical Bar Splices: Submit manufacturer's technical literature, including specifications and installation instructions. 2. Epoxy grout proposed for anchoring reinforcing dowels to hardened concrete: Submit manufacturer s technical literature including recommended installation procedures. 3. Provide data on joint devices, attachment accessories and admixtures. Certificates: 1. Submit steel manufacturer's certificates. of mill tests giving properties of steel proposed for use. List of manufacturer's test number, heat number, chemical analysis, yield point, tensile strength, and percentage of elongation. Identify proposed location of steel in work. 2. Foreign -manufactured reinforcing bars shall be tested for conformance to ASTM requirements by a certified independent testing laboratory located in United States. Certification from any other source is not acceptable. Submit test reports for review. Do not begin fabrication of reinforcement until material has been approved. 1.05 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section 01350-Submittals. B. Accurately record actual locations of embedded utilities and components which are concealed from view. 1.06 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301-99:Specifications for Structural Concrete - IP B. Acquire cement and aggregate from same source for all work. C. Conform appropriately to ACI 305R-99.Hot Weather Concreting or ACI 306R.1- 90:Standard Specification for Cold Weather Concreting. 5/2013 03300 - 3 of 38 CITY OF PF,ARLAND CAST -IN -PLACE CONCRETE 1.07 COORDINATION A. Coordinate Work under provisions of Section 01310 — Coordination and Meetings. B. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. 2.0 PRODUCTS 2.01 CONCRETE MATERIALS A. Cement: ASTM - C 150, Type I - Normal Portland Type II - Moderate Sulphate resistance Portland type. B. Fine and Coarse Aggregates: ASTM - C33. C. Use coarse limestone aggregate and crushed limestone for fine aggregate. The product of concrete alkalinity (A, as equivalent calcium carbonate) times the thickness of cover over the reinforcing steel (Z, in inches) shall not be less than 0.54, i.e. concrete shall have an AZ factor greater than or equal to 0.54. Provide a minimum concrete cover of 2" over reinforcing steel on the inside of the structures. D. Water: Clean and not detrimental to concrete. 2.02 ADMIXTURES A. Air Fntrainment: ASTM - C260. B. Chemical: ASTM - C494, Type A - Water Reducing Type D - Water Reducing and Retarding Type F - Water Reducing and Accelerating admixture. 2.03 ACCESSORIES A. Bonding Agent: Two component modified epoxy resin. B. Vapor Barrier: 6 mil clear polyethylene film type recommended for below grade application. C. Non -Shrink Grout Premixed compound consisting ofnon-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. 2.04 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler Type C: ASTM - D1752; Premolded sponge rubber, fully compressible with recovery rate of minimum 95 percent. 5/2013 03300 - 4 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE B. Sealant: ASTM - D1190; synthetic rubber. 2.05 CONCRETE MIX A. Mix and deliver concrete in accordance with ASTM - C94, Alternative No. 3. A minimum of 5.75 bags of cement per cubic yard of concrete shall be used. For Concrete in Contact with sewage use Portland Type II, ASTM - C 150, Cement. B. Provide concrete to the following criteria: 1. Compressive Strength 7 days: 2400 psi 2. Compressive Strength 28 days: 4000 psi 3. Slump: 3 to 4 inches for concrete cast against earth in slabs and footings and where used as a topping. 5 to 6 inches for concrete in supported slabs, beams, columns and walls. 4. Maximum Water/Cement Ratio: 0.50. C. Use accelerating admixtures in cold weather only when approved by Engineer. Use of admixtures will not relax cold weather placement requirements. D. Use set retarding admixtures during hot weather only when approved by Engineer. Add air entraining agent to normal weight concrete mix for work exposed to temperature lower than 40 degrees F. Air content shall be 3 percent maximum for concrete with trowel finished surfaces and 3-5 percent for other concrete. 2.06 FORM MATERIAL A. Smooth Forms: New plywood, metal, plastic, tempered concrete -form hardboard, dressed lumber faced with plywood or lining, or metal -framed plywood -faced panel material to provide continuous, straight, smooth surfaces. Form material shall be free of raised grain, torn surfaces, worn edges, patches, dents or other defects. Furnish material in largest practical sizes to minimize number of j oints and, when indicated on Plans conform to joint system indicated. Form material shall have sufficient strength and thickness to withstand pressure of newly placed concrete without bow or deflection. Rough Forms: Plywood, metal, dressed or undressed lumber free of knots, splits or other defects, or other material acceptable to the Engineer of sufficient strength and thickness to withstand pressure of newly placed concrete without bow or deflection. C. Plywood: Conform to PS 1, Class 1. D. Lumber: Conform to PS 20. 5/2013 03300 -- 5 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE E Fdge Forms and Intermediate Screed Strips: Type and strength compatible with the screed equipment and methods used. F Plastic Forms: One-piece forms for domes, beams and pan joists. Single lengths for columns not exceeding height of 7'-6' . For columns over 7'-6", use 7'-6" sections and filler sections as needed. To facilitate removal of pan joist forms, taper sides 1 inch per foot. G. Metal Pan Joist Forms: Removable type; fabricated of minimum 14-gage steel; one piece between end closures. Adjustable forms not allowed. Taper sides 1 inch per foot to facilitate removal. H. Earth Cuts for Forms: 1. Use earth cuts for forming unexposed sides of grade beams cast monolithically with slabs on grade. 2. Where sides of excavations are stable enough to prevent caving or sloughing, following surfaces may be cast against neat -cut excavations: a. Sides of footings. b. Inside face of perimeter grade beams not monolithic with slab on grade. When inside face is cast against earth, increase beam width indicated on Plans by 1 inch. c. Both faces of interior grade beams not monolithic with slab on grade. When grade beam is cast against earth, increase beam width indicated on Plans by 2 inches. I. Corrugated Fiberboard Carton Forms: 1. Corrugated fiberboard carton forms, when called for, are intended to form a void space beneath pile -supported and pier -supported slabs and other structural elements as shown. 2. Provide products of a reputable manufacturer regularly engaged in commercial production of double-faced corrugated fiberboard car ton forms, constructed of waterproof paper and laminated with waterproof adhesive. 3. Fiberboard forms: Capable of supporting required dead load plus construction loads, and designed to lose their strength upon prolonged contact with moisture and soil bacteria Seal cuts and ends of each form section by dipping in waterproof wax, unless liners and flutes are completely impregnated with waterproofing. 5/2013 03300 - 6 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 5. Size forms as indicated on Plans. Assemble as recommended by manufacturer, either with steel banding at 4'-0" maximum on centers, or, where liners and flutes are impregnated with waterproofing, with adequate stapling. J. Circular Forms: 1. Form round -section members with paper or fiber tubes, constructed of laminated plies using water-resistant adhesive with wax -impregnated exterior for weather and moisture protection. Provide units with sufficient wall thickness to resist loads imposed by wet concrete without deformation. Provide manufacturer's seamless units to minimize spiral gaps and seams. 2. Fiberglass or steel forms may be used for round -section members. K. Shores: Wood or adjustable metal, with bearing plates; with double wedges at lower end. L Form Ties: 1. Use commercially -manufactured ties, hangers and other accessories for embedding in concrete. Do not use wire not commercially fabricated for use as a form accessory. Fabricate ties so ends or end fasteners can be removed without causing spalling of concrete faces. Depth from formed concrete face to the embedded portion: At least 1 inch, or twice the minimum dimension of tie, whichever is greater. Provide waterstop feature for form ties used on liquid -containing structures and on concrete walls which will have earth backfill on one side. 4. Removable ties: Taper ties may be used when approved by the Engineer. In the hole left by the removal of the taper tie, insert a preformed neoprene or polyurethane plug sized to seat at the center of the wall. M. Form Coating: Commercial formulation of form oil or form -release agent having proven satisfactory performance. Coating shall not bond with, stain or otherwise adversely affect concrete surfaces, or impair their subsequent treatment, including application of bonding agents, curing compounds, paint, protective liners and membrane waterproofing. N. Coating for Plastic Forms. Alkali -resistant gel -coat. O. Chamfer Strips: Unless otherwise indicated on Plans, provide 3/4 inch chamfer strips in corners of forms to produce beveled edges where required by this Section, 3.0 "Execution". P. Form Gaskets: Polyethylene rod, closed cell, 1-inch diameter. 5/2013 03300 - 7 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 2.07 DESIGN OF FORMWORK A. Conform to ACI 117, ACI 347 and building codes, unless more restrictive requirements are specified or shown on Plans. Contractor shall design and engineer concrete formwork, including shoeing and bracing. Design formwork for applicable gravity loads, lateral pressure, wind loads and allowable stresses. Camber formwork to compensate for anticipated deflection during placement of concrete required to maintain specified tolerances. Design formwork to be readily removed without impact, shock or damage to concrete surfaces and adjacent materials. Slip Forming: Permitted on written approval of the Engineer. Contractor shall demonstrate suitability of method proposed. 2.08 REINFORCING MATERIAL A. Reinforcing Bars: Deformed bars conforming to ASTM - A615, grade as indicated on Plans, except column spirals and those shown on Plans to be smooth bars. Where grade is not shown on Plans, use Grade 60. Smooth Bars: Where indicated on Plans, use smooth bars conforming to ASTM A36; ASTM - A615, Grade 60; or ASTM - A675, Grade 70. C. Column Spirals: Bars conforming to ASTM - A615, Grade 60, or wire conforming to ASTM - A82. D. Epoxy -Coated Deformed Bars, Column Spirals and Smooth Bars: Conform to ASTM - A775/A775M. E Welded Wire Fabric: 1. Welded Smooth Wire Fabric: Conform to ASTM - A185. 2. Welded Deformed Wire Fabric: Conform to ASTM - A497. 3. Provide wire size, type and spacing as shown. Where type is not shown on Plans, use welded smooth wire fabric. 4. Furnish welded wire fabric in flat sheets only. F Tie Wire: 16-1/2 gage or heavier annealed steel wire. Use plastic -coated tie wire with epoxy -coated reinforcing steel. G. Bar Supports: Provide chairs. Use bar supports and accessories of sizes required to provide required concrete cover. Where concrete surfaces are exposed to weather, water or wastewater, provide plastic accessories only do not use galvanized or plastic - tipped metal in such locations. Provide metal bar supports and accessories rated Class 1 or 2 conforming to CRSI Manual of Standard Practice. Use epoxy -coated bar supports with epoxy -coated reinforcing bars. 5/2013 03300-8of38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE H. Slabs on Grade: Provide chairs with sheet metal bases or provide precast concrete bar supports 3 inches wide, 6 inches long, and thick enough to allow required cover. Embed tie wires in 3-inch by 6-inch side. I. Mechanical Bar Splices: 1. Confoiin to ACI 318-05:Building Code Requirements for Structural Concrete and Commentary; use where indicated on Plans. a. Compression splices shall develop ultimate stress of reinforcing bar. b. Tension splices shall develop 125 percent of minimum yield point stress of reinforcing bar. Regardless of chemical composition of steel, any heat effect shall not adversely affect performance of reinforcing bar. J. Welded Splices: 1. Provide welded splices where shown and where approved by the Engineer. Welded splices of r einforcing steel shall develop a tensile stiength exceeding 125 percent of the yield strength of the reinforcing bars connected. 2. Provide materials for welded splices conforming to AWS D1.4 — Structural Welding Code -Reinforcing Steel. K. Rpoxy Grout: High -strength rigid epoxy adhesive, conforming to ASTM - C881, Type IV, manufactured for purpose of anchoring dowels into hardened concrete and the moisture condition, application temperature and orientation of the hole to be filled. Unless otherwise shown, depth of embedment shall be as required to develop the full tensile strength (125 percent of yield strength) of dowel, but not less than 12 diameters. 2.09 FABRICATION OF REINFORCING A. Bending: Fabricate bars to shapes indicated on Plans by cold bending. Bends shall conform to minimum bend diameters specified in ACI 318-05:Building Code Requirements for Structural Concrete and Commentary. Do not straighten or rebend bars. Fabricate epoxy -coated reinforcing steel to required shapes in a manner that will not damage epoxy coating. Repair any epoxy coating with patching material conforming to Item 4.4 of ASTM - A775/A775M. B. Splices: 1. Locate splices as indicated on Plans. Do not locate splices at other locations without approval of the Engineer . Use minimum number of splices located at points of minimum stress. Stagger splices in adjacent bars. 2. Length of lap splices: As shown on Plans. 5/2013 03300 - 9 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 3. Prepare ends of bars at mechanical splices in accordance with splice manufacturer's requirements. C. Construction Joints: Unless otherwise shown, continue reinforcing through construction joints. D. Bar Fabrication Tolerances: Conform to tolerances listed in ACI 315, Figures 4 and 5. E Standard Hooks: Confoiin to the requirements of ACI 318-05:Building Code Requirements for Structural Concrete and Commentary. F Marking: Clearly mark bars with waterproof tags showing number of bars, size, mark, length, and yield strength. Mark steel with same designation as member in which it occurs. 2.10 FINISHING MATERIALS A. Sealer/Dustproofei (VOC Compliant): Water -based acrylic sealer; non -yellowing under ultraviolet light after 200-hour test in accordance with ASTM - D4587. Conform to local, state and federal solvent emission requirements. B. Epoxy Floor Topping: Two -component epoxy resin meeting ASTM - C881 Type III, resistant to wear, staining and chemical attack, blended with granite, sand, trap rock or quartz aggregate trowel -applied over concrete floor. Topping thickness shall be 1/8 inch. Color shall be gray. C. Abrasive Aggregate for Nonslip Finish, Fused aluminum oxide grit, or crushed emery aggregate containing not less than 40 percent aluminum oxide and not less than 25 percent ferric oxide. Material shall be factory graded, packaged, rustproof and nonglazing, and unaffected by freezing, moisture and cleaning materials. D. Epoxy Penetrating Sealer: Low -viscosity, two -component epoxy system designed to give maximum penetration into concrete surfaces. Sealer shall completely seal concrete surfaces from penetration of water, oil and chemicals; prevent dusting and deterioration of concrete surfaces caused by heavy traffic; and be capable of adhering to floor surfaces subject to hydrostatic pressure from below. Color shall be transparent ambei or gray. Surface shall be non -slip. E Latex Bonding Agent: Non-redispersable latex base liquid conforming to ASTM - C 1059. When used in water and wastewater treatment structures, bonding agent shall be suitable for use under continuously submerged conditions. Conformance and suitability certification by manufacturer is required. F. Bonding Grout: Prepare bonding grout by mixing approximately one part cement to one part fine sand meeting ASTM - C144 but with 100 percent passing No. 30 mesh sieve. Mix with water to consistency of thick cream. At Contractor s option, a commercially -prepared bonding agent used in accordance with manufacturer's 5/2013 03300 - 10 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE recommendations and instructions may be used. When used in water and wastewater treatment structures, bonding agent shall be suitable for use under continuously submerged conditions. Conformance and suitability certification by manufacturer is required. Submit manufacturer's technical information on proposed bonding agent. G. Patching Mortar: Make patching mortar of same materials and of approximately same proportions as concrete, except omit coarse aggregate. Substitute white Portland cement for part of gray Portland cement on exposed concrete in older to match color of surrounding concrete. Determine color by making trial patch. Use minimum amount of mixing water required for handling and placing. Mix patching mortar in advance and allow to stand. Mix frequently with trowel until it has reached stiffest consistency that will permit placing. Do not add water. 2. Proprietary compounds for adhesion or specially formulated cementitious repair mortars may be used in lieu of or in addition to foregoing patching materials provided that properties of bond and compressive strength meet or exceed the foregoing and color of surrounding concrete can be matched where required. Use such compounds according to manufacturer's recommendations. When used in water and wastewater treatment structures, material shall be suitable for use under continuously submerged conditions. Conformance and suitability certification by manufacturer is required. H. Fpoxy Adhesive: Two -component, 100 percent solids, 100 percent reactive compound developing 100 percent of strength of concrete, suitable for use on dry or damp surfaces Fpoxy used to inject cracks and as a binder in epoxy mortar shall meet ASTM - C881, Type VI Epoxy used as a bonding agent for fresh concrete shall meet ASTM - C881, Type V. I. Non -shrink Grout: See Section 03600 - Structural Grout. J. Spray -Applied Coating: Acceptable products are Thoro System Products "Thoroseal Plaster Mix" or approved equal. Color: Gray. K. Concrete Topping: Class H concrete with 3/8-inch maximum coarse aggregate size, as specified in this Section. L Concrete Fill: Class H concrete with 3/8-inch maximum coarse aggregate size, (Class C where fill thickness exceeds 3 inches throughout a placement), as specified in Section 03310 - Structural Concrete. M. Evaporation Retardant Confilm, .manufactured by Master Builders; Eucobar, manufactured by Euclid Chemical Company; or equal. 5/2013 03300 - 11 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 2.11 CONCRETE CURING MATERIALS A. Membrane -forming Curing Compound: Conform to ASTM - C309, Type 1D, and following requirements. 1. Minimum solids content: 30 percent. 2. Compound shall not permanently discolor concrete. When used for liquid - containing structures, curing compound shall be white -pigmented. 3. When used in areas that are to be coated, or that will receive topping or floor covering, material shall not reduce bond of coating, topping, or floor covering to concrete. Curing compound manufacturer's technical information shall state conditions under which compound will not prevent bond Conform to local, state and federal solvent emission iequirements. Conform to local, state and federal solvent emission iequirements. 5. White pigmented concrete curing compound shall be sprayed on in one even coat with a hand or power sprayer as soon as the surface water disappears from concrete surface. B. Clear Curing and Sealing Compound (VOC Compliant):. Conform to ASTM - C309, Type 1, Class B, and the following requirements: 30 percent solids content minimum; non -yellowing under ultraviolet light after 500-houi test in accordance with ASTM - D4587. Sodium silicate compounds are not permitted. Conform to local, state and federal solvent emission requirements. C. Sheet Material for Curing Concrete. ASTM - C 171; waterproof paper, polyethylene film or white burlap -polyethylene sheeting. D. Curing Mats (for use in Curing Method 2): Heavy shag rugs or carpets, or cotton mats quilted at 4 inches on center; 12 ounce per square yard minimum weight when dry. F Water for curing: Clean and potable. 3.0 EXECUTION 3.01 EXAMINATION A. Verify requirements for concrete cover over reinforcement. B. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. 5/2013 03300 - 12 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 3.02 PREPARATION A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non -shrink grout. 3.03 PREPARATION OF SURFACES FOR CONCRETING A. Earth Surfaces: Under interior slabs on grade, install vapor barrier. Lap joints at least 6 inches and seal watertight with tape, or sealant applied between overlapping edges and ends. Repair vapor barrierdamaged during placement of reinforcing and inserts with vapor barrier material; lap over damaged areas at least 6 inches and seal watertight. 2. Other Earth Surfaces: Thoroughly wet by sprinkling prior to placing concrete, and keep moist by frequent sprinkling up to time of placing concrete thereon. Remove standing water. Surfaces shall be free from standing water, mud and debris at the time of placing concrete. B. Construction Joints: Definition: Concrete surfaces upon or against which concrete is to be placed, where the placement of the concrete has been interrupted so that, in the judgment of the Engineer, new concrete cannot be incorporated integrally with that previously placed. 2. Interruptions: When placing of concrete is to be interrupted long enough for the concrete to take a set, use forms or other means to shape the working face to secure proper union with subsequent work. Make construction joints only where acceptable to the Engineer. Preparation: Give horizontal joint surfaces a compacted, roughened surface for good bond. Except where the Plans call for joint surfaces to be coated, clean joint surfaces of laitance, loose or defective concrete and foreign material by hydroblasting or sandblasting (exposing aggregate), roughen surface to expose aggregate to a depth of at least 1/4 inch and wash thoroughly. Remove standing water from the construction joint surface before new concrete is placed. 4. After surfaces have been prepared cover approximately horizontal construction joints with a 3-inch lift of a grout mix consisting of Class A concrete batched without coarse aggregate; place and spreadgrout uniformly. Place wall concrete on the grout mix immediately thereafter. 5/2013 03300 - 13 of 38 CITY OF PF,ARLAND CAST -IN -PLACE CONCRETE C. Set and secure reinforcement, anchor bolts, sleeves, inserts and similar embedded items in the forms where indicated on Plans, Shop Drawings and as otherwise required Obtain the Engineer's acceptance before concrete is placed. Accuracy of placement is the sole responsibility of the Contractor. D. Unless otherwise approved by Engineer, place no concrete until at least 4 hours after formwork, inserts, embedded items, reinforcement and surface preparation have been completed and accepted by the Engineer. Clean surfaces of forms and embedded items that have become encrusted with grout or previously -placed concrete before placing adjacent concrete. E. Casting New Concrete Against Old: Where concrete is to be cast against old concrete (any concrete which is greater than 60 days of age), thoroughly clean and roughen the surface of the old concrete by hydro -blasting or sandblasting (exposing aggregate). Coat joint surface with epoxy bonding agent following manufacturer's written instructions, unless indicated otherwise. Unless noted otherwise, this provision does not apply to vertical wall joints where waterstop is installed. F. Protection from Water: Place no concrete in any structure until water entering the space to be filled with concrete has been properly cut off or diverted and carried out of the forms, clear of the work. Deposit no concrete underwater. Do not allow still water to rise on any concrete until concrete has attained its initial set. Do not allow water to flow over the surface of any concrete in a manner and at a velocity that will damage the surface finish of the concrete. Pumping, dewatering and other necessary operations for removing ground water, if required, are subject to the Engineer's review. G. Corrosion Protection. Position and support pipe, conduit, dowels and other ferrous items to be embedded in concrete construction prior to placement of concrete so there is at least a 2 inch clearance between them and any part of the concrete reinforcement. Do not secure such items in position by wiring or welding them to the reinforcement. Where practicable, provide for openings for pipes, inserts for pipe hangers and brackets, and setting of anchors during placing of concrete. I. Accurately set anchor bolts and maintain in position with templates while they are being embedded in concrete. J. Cleaning: Immediately before concrete is placed, thoroughly clean dirt, grease, grout, mortar, loose scale, rust and other foreign substances from surfaces of metalwork to be in contact with concrete. 3.04 FORMWORK INSTALLATION A. Formwork Construction Construct and maintain formwork so that it will maintain correct sizes of members, shape, alignment, elevation and position during concrete placement and until concrete has gained sufficient strength. Provide for required 5/2013 03300 - 14 of 38 CITY OF PF,ARLAND CAST -IN -PLACE CONCRETE openings, offsets, sinkages, keyways, recesses, moldings, anchorages, and inserts. 2. Construct forrus for easy removal without damage to concrete surfaces. 3. Make formwork sufficiently tight to prevent leakage of cement paste during concrete placement Solidly butt joints and provide backup material at joints as required to prevent leakage and fins. Provide gaskets for wall forms to prevent concrete paste leakage at their base. 4. Place chamfer strips in forms to bevel edges and corners permanently exposed to view, except top edges of walls, and slabs which are indicated on Plans to be tooled Do not bevel edges of foirned joints and interior corners unless indicated on Plans. Foim beveled edges for vertical and horizontal corners of equipment bases. Unless otherwise indicated on Plans, make bevels 3/4 inch wide. 5. Provide temporary openings at bases of column and wall fours and other points as required for observation and cleaning immediately before concrete is placed. 6. Where runways are required for moving equipment, support runways directly on the formwork or structural members. Do not allow runways or supports to rest on reinforcing steel. 7. Use smooth forms on formed concrete surfaces required to have smooth form finish or rubbed finish. Rough forms may be used on formed concrete surfaces indicated to have rough foiin finish. Forms for Surfaces Requiring Smooth Form Finish: 1. Drill forms to suit ties used and to prevent leakage of concrete mortar around tie holes. Uniformly space form ties and align in horizontal and vertical rows. Install taper ties, if used, with the large end on the wet face of the wall. 2. Provide sharp, clean corners at intersecting planes, without visible edges or offsets. Back up joints with extra studs or girts to maintain true, square intersections. 3. Foim molding shapes, recesses and projections with smooth -finish materials and install in forms with sealed joints to prevent displacement. Foim exposed corners of beams and columns to produce square, smooth, solid, unbroken lines. 5/2013 03300 - 15 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 5. Provide exterior exposed edges with 3/4-inch chamfer or 3/4-inch radius. 6. Arrange facing material in orderly and symmetrical fashion. Keep number of joints to practical minimum. Support facing material adequately to pi event deflection in excess of allowable tolerances. 7. For flush surfaces exposed to view in completed structure, overlap previously - placed hardened concrete with form sheathing by approximately 1 inch. Hold forms against hardened concrete to maintain true surfaces, preventing offsets or loss of mortar. Forms for Surfaces Requiring Rubbed Finish: Provide forms as specified in this Section, 3.04B "Forms for Surfaces Requiring Smooth Form Finish '. Use smooth plywood linings or forms, in as large sheets as practicable, and with smooth, even edges and close joints. D. Fdge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface. Provide and secure supports for types of screeds required. E. Circular Forms: Set forms in one piece for full height of member. F. Sur faces to Receive Membrane Waterproofing: Coordinate surface finish, anchors, reglets, and similar requirements with membrane waterproofing applicator. G. Fireproofing Steel Member: Construct forms to provide not less than the concrete thickness necessary, measured from face of steel member, to provide the required fire rating. Forms for concealed surfaces may be unlined. H. Tolerances: 1. Unless noted otherwise on Plans, construct formwork so concrete surfaces will conform to tolerance limits listed in Tables 03100A and 03100B at end of this Section. 2. Establish sufficient control points and bench marks as references for tolerance checks. Maintain these references in undisturbed condition until final completion and acceptance of the Work. I. Adjustment of Formwork: 1. Use wedges or jacks to provide positive adjustment of shores and struts. After final inspection and before concrete placement, fasten in position wedges used for final adjustment of forms. Brace forms securely against lateral deflections. Prepare to compensate for settling during concrete placement. 5/2013 03300 - 16 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 3. For wall openings, construct wood forms that facilitate necessary loosening to counteract swelling of forms. Corrugated Fiberboard Carton Forms: 1. Place on smooth firm bed of suitable material to prevent vertical displacement; set tight to prevent horizontal displacement. Exercise care to avoid buckling of forms. Install in accordance with manufacturer's directions and recommendations. Fit carton forms tightly around piles and piers; completely fill the space between subgrade and concrete placement with carton forms to foitu a void space. Protect carton foil is from moisture and maintain in a dry condition until concrete is placed on them. If they become wet before placement of concrete, allow them to dry and carefully inspect for strength before concrete is placed. Before concrete placement, replace damaged or deteriorated forms which are incapable of supporting concrete dead load plus construction live loads. 3.05 PREPARATION OF FORM SURFACES A. Clean surfaces of forms and embedded materials before placing concrete. Remove accumulated mortar, grout, rust and other foreign matter. B. Coat forms for exposed or painted concrete surfaces with form oil or form -release agent before placing reinforcement. Cover form surfaces with coating material in accordance with manufacturer's printed instructions. Do not allow excess coating material to accumulate in foul's or to contact hardened concrete against which flesh concrete will be placed. Remove coating material from reinforcement before placing concrete. C. Forms for unexposed surfaces, other than retained -in -place metal forms, may be wet with water immediately before concrete placement in lieu of coating. When possibility of freezing temperatures exists, however, the use of coating is mandatory. 3.06 INSTALLATION OF REINFORCEMENT 5/2013 A. Placement Tolerances: Place reinforcement within tolerances of Table 03210A at the end of this Section. Bend tie wire away from forms to maintain the specified concrete coverage. B. Interferences• Maintain 2-inch clearance from embedded items. Where reinforcing interferes with location of other reinforcing steel, conduit or embedded items, bars may be moved within specified tolerances or one bar diameter, whichever is greater. Where 03300 - 17 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE greater movement of bars is required to avoid interference, notify the Engineer. Do not cut reinforcement to install inserts, conduit, mechanical openings or other items without approval of the Engineer. C. Concrete Cover: Provide clear cover measured from reinforcement to face of concrete as listed in Table 03210B at the end of this Section, unless otherwise indicated on Plans. D. Placement in Forms: Use spacers, chairs, wire ties and other accessory items necessary to assemble, space and support reinforcing properly. Provide accessories of sufficient number, size and strength to prevent deflection or displacement of reinforcement due to construction loads or concrete placement. Use appropriate accessories to position and support bolts, anchors and other embedded items. Tie reinforcing bars at each intersection, and to accessories. Blocking reinforcement with concrete or masonry is prohibited. Placement for Concrete on Ground Support bar and wire reinforcement on chairs with sheet metal bases or precast concrete blocks spaced at approximately 3 feet on centers each way. Use minimum of one support for each 9 square feet. Tie supports to reinforcing bars and wires. F Vertical Reinforcement in Columns: Offset vertical bars by at least one bar diameter at splices. Provide accurate templates for column dowels to ensure proper placement. G. Splices: 1. Do not splice bars, except at locations indicated on Plans or reviewed Shop Drawings, without approval of the Engineer. 2. Lap Splices Unless otherwise shown or noted, Class B, conforming to ACI 318-89, Section 12.15.1. Tie securely with wire prior to concrete placement, to prevent displacement of splices during concrete placement. 3. Mechanical Bar Splices: Use only where indicated on Plans or approved by the Engineer. Install in accordance with manufacturer's instructions. a. Couplers located at a joint face shall be of a type which can be set either flush or recessed from the face as shown. Seal couplers prior to concrete placement to completely eliminate concrete or cement paste from entering. b. Couplers intended for future connections: Recess 1/2 inch minimum from concrete surface. After concrete is placed plug coupler and fill recess with sealant to prevent contact with water or other corrosive materials. c. Unless noted otherwise, match mechanical coupler spacing and capacity to that shown for the adjacent reinforcing. 5/2013 03300 - 18 of 38 CITY OF PF,ARLAND CAST -IN -PLACE CONCRETE 4. Construction Joints: Place reinforcing continuous through construction joints, unless noted otherwise. H. Welded Wire Fabiic. Install wire fabric in as long lengths as practicable. Unless otherwise indicated on Plans, lap adjoining pieces at least 6 inches or one full mesh plus 2 inches, whichever is larger. Lace splices with wire. Do not make end laps midway between supporting beams, or directly over beams of continuous structures. Offset end laps in adjacent widths to prevent continuous laps. Conform to WRI - Manual of Standard Practice for Welded Wire Fabric. Field Bending Shape reinforcing bent during construction operations to conform to Plans. Bars shall be cold -bent; do not heat bars. Closely inspect reinforcing for breaks. When reinforcing is damaged, replace, Cadweld, or otherwise repair, as directed by the Engineer. Do not bend reinforcement after it is embedded in concrete. Epoxy -coated Reinforcing Steel: Install in accordance this Section, 3.06J "Field Bending", and in a manner that will not damage epoxy coating. Repair damaged epoxy coating with patching material as specified in Paragraph 2.09 A - Bending. K. Field Cutting: Cut reinforcing bars by shearing or sawing. Do not cut bars with cutting torch. L. Welding of reinforcing bars is prohibited, except where shown on Plans. 3.07 GROUTING OF REINFORCING AND DOWEL BARS A. Use epoxy grout for anchoring reinforcing and dowel steel to existing concrete in accordance with epoxy manufacturer's instructions. Drill hole not more than 1/4 inch larger than steel bar diameter (including height of deformations for deformed bars) in existing concrete. Just before installation of steel, blow hole clean of all debris using compressed air. Partially fill hole with epoxy, using enough epoxy so when steel bar is inserted, epoxy grout will completely fill hole around bar. Dip end of steel bar in epoxy and twist bar while inserting into partially -filled hole. 5/2013 03300 - 19 of 38 CITY OF PF,ARLAND CAST -IN -PLACE CONCRETE TABLE 03210A REINFORCEMENT PLACEMENT TOLERANCES Placement inches) Tolerances (in Clear Distance - To formed soffit: -1/4 other formed surfaces: To +1/4 Minimum spacing between bars -1/4 Clear distance from unformed surface to top reinforcement - Members 8 inches deep or less: 11/4 Members more than 8 inches deep but less than 24 inches deep: -1/4, +1/2 Members 24 inches deep or greater: -1/4, +1 Uniform (but the spacing required of bars number of bars shall not reduced): ±2 Uniform spacing of stirrups and ties (but the required number of stirrups and ties shall not be reduced): +1 Longitudinal locations of bends and ends of reinforcement - General: +2 Discontinuous ends of members: +1/2 Length of bar laps: -1 1/2 length - Embedded For bar sizes No. 3 through 11: -1 For bar sizes No. 14 and 18: -2 5/2013 03300 - 20 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE TABLE 03210B MINIMUM CONCRETE COVER FOR REINFORCEMENT Surface Minimum Cover (in inches) Slabs and Joists - and bottom bars for dry conditions Top — No. 14 and No. 18 bars: 1 1/2 No. 11 bars and smaller: 1 concrete with, sewage; earth surfaces and cover - exposed for bottoms to earth, bearing water, or on work weather, mat, over, or slabs or in Formed contact supporting No. 5 bars and smaller: 1 1/2 No. 6 through No. 18 bars: 2 Beams and Columns - dry conditions - For Stirrups, spirals and ties: 1 1/2 Principal reinforcement: 2 to earth, water, sewage or weather Exposed Stirrups and ties: 2 Principal reinforcement: 2 1/2 Walls - dry conditions - For No. 11 bars and smaller: 1 No. 14 and No. 18 bars: 1 1/2 concrete with surfaces exposed - to earth, water, sewage or weather, or in Formed contact ground Circular tanks with ring tension: 2 All others: 2 and Base Slabs - Footings At formed surfaces and bottoms bearing on concrete work mat: 2 At unformed surfaces and bottoms in contact with earth: 3 Over top of piles: 2 of footings - - same as slabs Top 5/2013 03300 - 21 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 3.08 HANDLING, TRANSPORTING AND PLACING CONCRETE A. Conform to applicable requirements of this Section and Chapter 8 of ACI 301- 99:Specifications for Structural Concrete — IP, Chapter 8. Use no aluminum materials in conveying concrete. B. Rejected Work: Remove concrete found to be defective or non -conforming in materials or workmanship. Replace rejected concrete with concrete meeting requirements of Contract Documents, at no additional cost to the Owner. C. Unauthorized Placement: Place no concrete except in the presence of the Engineer. Notify the Engineer in writing at least 24 hours before placement of concrete. D. Placement in Wall Forms: 1. Do not drop concrete through reinforcing steel. 2. Do not place concrete in any form so as to leave an accumulation of mortar on form surfaces above the concrete. 3. Pump concrete or use hoppers and, if necessary, vertical ducts of canvas, rubber or metal (other than aluminum) for placing concrete in forms so it reaches the place of final deposit without separation. Free fall of concrete shall not exceed 4 feet below the ends of pump hoses, ducts, chutes or buggies. Uniformly distribute concrete during depositing. 4. Do not displace concrete in forms more than 6 feet in horizontal direction from place where it was originally deposited Deposit in uniform horizontal layers not deeper than 2 feet; take care to avoid inclined layers or inclined construction joints except where required for sloping members. 6. Place each layer while the previous layer is still soft. 7 Provide sufficient illumination in form interior so concrete at places of deposit is visible from the deck or runway. R Conveyors and Chutes: Design and arrange ends of chutes, hopper gates and other points of concrete discharge in the conveying, hoisting and placing system so concrete passing from them will not fall separated into whatever receptacle immediately receives it. Conveyors, if used, shall be of a type acceptable to the Engineer. Do not use chutes longer than 50 feet. Slope chutes so concrete of specified consistency will readily flow. If a conveyor is used, it shall be wiped clean by a device operated in such a manner that none of the mortar adhering to the belt will be wasted. All conveyors and chutes shall be covered. 5/2013 03300 - 22 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE F. Placement of Slabs* In hot or windy weather, conducive to plastic shrinkage cracks, apply evaporation retardant to slab after screeding in accordance with manufacturer's instructions and recommendations. Do not use evaporation retardant to increase water content of the surface cement paste. Place concrete for sloping slabs uniformly from the bottom of the slab to the top, for the full width of the placement. As work progresses, vibrate and carefully work concrete around slab reinforcement. Screed the slab surface in an up -slope direction. When adverse weather conditions affect quality of concrete, postpone concrete placement. Do not mix concrete when the air temperature is at or below 40 degrees F and falling. Concrete may be mixed when temperature is 35 degrees F and rising. Take temperature r eadings in the shade, away from artificial heat. Protect concrete from temperatures below 32 degrees F until the concrete has cured for a minimum of 3 days at 70 degrees F or 5 days at 50 degrees F. When concrete temperature is 85 degrees F or above, do not exceed 60 minutes between introduction of cement to the aggregates and discharge. When the weather is such that the concrete temperature would exceed 90 degrees F, employ effective means, such as pre -cooling of aggregates and mixing water, using ice or placing at night, as necessary to maintain concrete temperature, as placed, below 90 degrees F. 3.09 PUMPING OF CONCRETE A. If pumped concrete does not produce satisfactory results, in the judgment of the Engineer, discontinue pumping operations and proceed with the placing of concrete using conventional methods. B. Pumping Fquipment: Use a 2-cylinder pump designed to operate with only one cylinder if one is not functioning, or have a standby pump on site during pumping. C. The minimum hose (conduit) diameter: Comply with ACI 304.2R-96:Placing Concrete by Pumping Methods. D. Replace pumping equipment and hoses (conduits) that do not function properly. R Do not use aluminum conduits for conveying concrete. F Field Quality Control. Take samples for slump, air content and test cylinders at the placement (discharge) end of the line. 3.10 CONCRETE PLACEMENT SEQUENCE A. Place concrete in a sequence acceptable to the Engineer. To minimize effects of shrinkage, place concrete in units bounded by construction joints shown. Place alternate units so each unit placed has cured at least 7 days for hydraulic structui es, or 3 days for other structures, before contiguous unit or units are placed, except do not 5/2013 03300 - 23 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE place corner sections of vertical walls until the 2 adjacent wall panels have cured at least 14 days for hydraulic structures and 7 days for other structures. B. Level the concrete surface whenever a run of concrete is stopped To ensure straight and level joints on the exposed surface of walls, tack a wood strip at least 3/4-inch thick to the forms on these surfaces. Carry concrete about 1 /2 inch above the underside of the strip. About one hour after concrete is placed, remove the strip, level irregularities in the edge formed by the strip with a trowel and remove laitance. 3.11 TAMPING AND VIBRATING A. Thoroughly settle and compact concrete throughout the entire depth of the layer being consolidated, into a dense homogeneous mass; fill corners and angles, thoroughly embed reinforcement, eliminate rock pockets and br mg only a slight excess of water to the exposed surface of conciete during placement. Use ACI 309R-96:Guide for Consolidation of Concrete, Group 3, immersion -type high-speed power vibrators (8,000 to 12,000 rpm) in sufficient number and with sufficient (at least one) standby units. Use Group 2 vibrators only when accepted by the Engineer for specific locations. Do not transport concrete by vibrating B. Use care in placing concrete around waterstops. Carefully work concrete by nodding and vibrating to make sure air and rock pockets have been eliminated. Where flat -strip type waterstops are placed horizontally, work concrete under waterstops by hand, making sure air and rock pockets have been eliminated. Give concrete surf ounding the waterstops additional vibration beyond that used for adjacent concrete placement to assure complete embedment of waterstops in concrete. C. Concrete in Walls: Internally vibrate, ram, stir, or work with suitable appliances, tamping bars, shovels or forked tools until concrete completely fills forms or excavations and closes snugly against all surfaces. Do not place subsequent layers of concrete until previously -placed layers have been so worked. Provide vibrators in sufficient numbers, with standby units as required, to accomplish the results specified within 15 minutes after conciete of specified consistency is placed in the forms. Keep vibrating heads from contact with form sun faces. Take care not to vibr ate concrete excessively or to work it in any manner that causes segregation of its constituents. 3.12 PLACING MASS CONCRETE A. Observe the following additional restrictions when placing mass concrete. 1. Use specified superplasticizer. 2. Maximum temperature of concrete when deposited: 70 degrees F. 3. Place in lifts approximately 18 inches thick. Extend vibrator heads into previously -placed layer. 5/2013 03300 - 24 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 4. Refer to Section 03310 - Structural Concrete for Mass Concreting. 3.13 CONCRETE FINISHING 3.14 FINISHING OF FORMED SURFACES A. Unfinished Surfaces: Finish is not required on surfaces concealed from view in completed structure by earth, ceilings or similar cover, unless indicated otherwise on Plans. B. Rough Form Finish: 1. No form facing material is required on rough form finish surfaces. 2. Patch tie holes and defects. Chip off fins exceeding 1/4 inch in height. 3. Rough form finish may be used on concrete surfaces which will be concealed from view by earth in completed structure, except concealed surfaces required to have smooth form finish, as shown on Plans Smooth Foiin Finish: 1. Form facing shall produce smooth, hard, uniform texture on concrete. Use plywood linings or foiuis.in as large sheets as practicable, and with smooth, even edges and close joints. 2. .Patch tie holes and defects. Rub fins and joint marks with wooden blocks to leave smooth, unmarred finished surface. 3. Provide smooth form finish on the wet face of formed surfaces of water - holding structures, and of other formed sur faces not concealed from view by earth in completed structure, except where otherwise indicated on Plans. Walls that will be exposed after future construction, at locations indicated on Plans shall have smooth form finish. Smooth form finish on exterior face of exterior walls shall extend below final top of ground elevation. Exterior face of all perimeter grade beams shall have smooth form finish for full depth of grade beam. D. Rubbed Finish: 1. Use plywood linings or forms in as large sheets as practicable, and with smooth, even edges and close joints 2. Remove forms as soon as practicable, repair defects, wet surfaces, and rub with No. 16 carborundum stone or similar abrasive. Continue rubbing sufficiently to bring surface paste, remove form marks and fins, and produce smooth, dense 5/2013 03300 - 25 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE surface of uniform color and texture. Do not use cement paste other than that drawn from concrete itself. Spread paste uniformly over surface with brush. Allow paste to reset, then wash surface with clean water. 3. Use rubbed finish at locations indicated on Plans, except where rubbed finish is indicated for a wall which will be containing a liquid, use spray -applied coating. F. Spray -applied Coating: At Contractor's option, in lieu of rubbed finish, spray -applied coating may be applied after defects have been repaired and fins removed. Remove form oil, curing compound and other foreign matter that would prevent bonding of coating. Apply coating in uniform texture and color in accordance with coating manufacturer's instructions. F. Related Unformed Surfaces: Tops of piers, walls, bent caps, and similar unformed surfaces occurring adjacent to formed surfaces shall be struck smooth after concrete is placed. Float unformed surfaces to texture reasonably consistent with that of formed surfaces. Continue final treatment on formed surfaces uniformly across unformed surfaces. 3.15 HOT WEATHER FINISHING A. When hot weather conditions exist, as defined in the Section, 1.03A "Hot Weather", and as judged by the Engineer, apply evaporation retardant to the surfaces of slabs, topping and concrete fill placements immediately after each step in the finishing process has been completed. 3.16 FINISHING SLABS AND SIMILAR FLAT SURFACES TO CLASS A, B AND C TOLERANCES A. Apply Class A, B and C finishes at locations indicated on Plans. Class B or better finish shall be applied if not shown otherwise by the Plans. B. Shaping to Contour: Use strike -off templates or approved compacting -type screeds riding on screed strips or edge forms to bring concrete surface to proper contour. See Section 03 100 - Concrete Formwork for edge forms and screeds C. Consolidation and Leveling: Concrete to be consolidated shall be as stiff as practicable. Thoroughly consolidate concrete in slabs and use internal vibration in beams and girders of framed slabs and along bulkheads of slabs on grade. Consolidate and level slabs and floors with vibrating bridge screeds, roller pipe screeds or other approved means. After consolidation and leveling, do not permit manipulation of surfaces prior to finishing operations. D. Tolerances for Finished Surfaces: Check tolerances by placing straightedge of specified length anywhere on slab. Gap between slab and straightedge shall not exceed tolerance listed for specified class. 5/2013 03300 - 26.of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE Class A B C Straightedge Length in Feet 10 10 2 Tolerance in Inches 1/8 1/4 1/4 E Raked Finish: After concrete has been placed, struck off, consolidated and leveled to Class C tolerance, roughen surface before final set. Roughen with stiff brushes or rakes to depth of approximately 1/4 inch. Notify the Engineer prior to placing concrete requiring initial raked surface finish so that acceptable raked finish standard may be established for project. Protect raked, base -slab finish from contamination until time of topping Provide raked finish for following: 1. Surfaces to receive bonded concrete topping or fill. 2. Steep ramps, as noted on Plans. 3. Additional locations as noted on Plans. F. Float Finish: After concrete has been placed, struck off, consolidated and leveled, do not work further until ready for floating. Begin floating when water sheen has disappeared, or when mix has stiffened sufficiently to petinit proper operation of power -driven float. Consolidate surface with power -driven floats. Use hand floating with wood or cork -faced floats in locations inaccessible to power - driven machine and on small, isolated slabs. 2. After initial floating, re -check tolerance of surface with 10-foot straightedge applied at not less than two different angles. Cut down high spots and fill low spots to Class B tolerance. Immediately re -float slab to a uniform, smooth, granular texture 3. Provide float finish at locations not otherwise specified and not otherwise indicated on Plans. G. Trowel Finish: 1. Apply float finish as previously specified. After power floating, use power trowel to produce smooth surface which is relatively free of defects but which may still contain some trowel marks. Do additional troweling by hand after surface has hardened sufficiently. Do final troweling when singing sound is produced as trowel is moved over surface. Thoroughly consolidate surface by hand troweling operations. 2. Produce finished surface free of trowel marks, uniform in texture and appearance and conforming to Class A tolerance. On surfaces intended to 5/2013 03300 - 27 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE support floor coverings, remove defects which might show through covering by grinding. 3. Pi ovide trowel finish foi floors which will receive floor covering and additional locations indicated on Plans. H. Broom or Belt Finish: 1. Apply float finish as previously specified. Immediately after completing floated finish, dr aw broom or burlap belt across surface to give coarse transverse scored texture. Provide broom or belt finish at locations indicated on Plans. 3.17 FINISHING SLABS AND SIMILAR FLAT SURFACES TO "F-N FINISH BER SYSTEM" A. Shaping to Contour: Use strike -off templates or approved compacting -type screeds riding on screed strips or edge forms to being concrete surface to proper contour. Fdge forms and screeds: Conform to Section 03100 - Concrete Formwork. B. Consolidation and Leveling: Concrete to be consolidated shall be as dry as practicable. Thoroughly consolidate concrete in slabs and use internal vibration in beams and girders of framed slabs and along bulkheads of slabs on grade. Consolidate and level. slabs and floors with vibrating bridge screeds, roller pipe screeds or other approved means. After consolidation and leveling, do not manipulate surfaces prior to finishing operations. C. Tolerances for Finished Surfaces: Independent testing laboratory will check floor flatness and levelness in accordance with this Section, 3.23F "Field Quality Control". D. Float Finish: After concrete has been placed, struck off, consolidated and leveled, do not work further until ready for floating. Begin floating when water sheen has disappeared, or when mix has stiffened sufficiently to permit proper operation of power -driven float. Consolidate surface with power -driven floats. Use hand floating with wood or cork -faced floats in locations inaccessible to power - driven machine and on small, isolated slabs. 2. Check tolerance of surface after initial floating with a 10-foot straightedge applied at not less than two different angles. Cut down high spots and fill low spots. Immediately refloat slab to uniform, smooth, granular texture to FF20/FL17 tolerance, unless shown otherwise on Plans. 3. Provide "F-Number System" float finish at locations indicated on Plans. 5/2013 03300 - 28 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE E Trowel Finish: 1. Apply float finish as previously specified After power floating, use power trowel to produce smooth surface which is relatively free of defects but which may still contain some trowel marks. Do additional trowelings by hand after surface has hardened sufficiently. Do final troweling when ringing sound is produced as trowel is moved over surface. Thoroughly consolidate surface by hand troweling operations. 2. Produce finished surface free of trowel marks, uniform in texture and appearance and conforming to an FF25/FL20 tolerance for slabs on grade and FF25/FL17 for elevated slabs, unless shown otherwise on Plans. On surfaces intended to support floor coverings, remove defects, which might show through covering, by grinding. 3. Provide "F-Number System" trowel finish at locations indicated on Plans. 3.18 BONDED CONCRETE TOPPING AND FILL A. Surface Preparation: 1. Protect raked, base -slab finish from contamination until time of topping. Mechanically remove oil, grease, asphalt, paint, clay stains or other contaminants, leaving clean surface. 2. Prior to placement of topping or fill, thoroughly dampen roughened slab surface and leave free of standing water. Immediately before topping or fill is placed, scrub coat of bonding grout into surface. Do not allow grout to set or dry before topping or fill is placed. Concrete Fill: Where concrete fill intersects a wall surface at an angle steeper than 45 degrees from vertical, provide a 1.5-inch deep keyway in the wall at the point of intersection; size keyway so that no portion of the concrete fill is less than 1.5 inches thick. Forin keyway in new walls; create by saw cutting the top and bottom lines and chipping in existing walls. 2.. Apply wood float finish to surfaces of concrete fill. 3. Provide concrete fill at locations shown on Plans. C. Bonded Concrete Topping in Bottom of Clarifiers and Thickeners: 1. Minimum thickness of concrete topping 1 inch. Maximum thickness when swept in by clarifier and thickener equipment: 3 inches. 5/2013 03300 - 29 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 2. Compact topping and fill by rolling or tamping, bring to established grade, and float. Topping grout placed on sloping slabs shall pi oceed uniformly from the bottom of the slab to the top, for the full width of the placement. Coat surface with evaporation retardant as needed between finishing operations to prevent plastic shrinkage cracks. 3. Screed topping to true surface using installed equipment. Protect equipment from damage during sweeping -in process. Perform sweeping -in process under supervision of equipment manufacturer's factory representative. After topping has been screeded, apply wood float finish. During finishing, do not apply water, dry cement or mixture of dry cement and sand to the surface. 4. As soon as topping or fill finishing is completed coat surface with curing compound After the topping is set and sufficiently hard in clarifiers and where required by the Engineer fill the tank with sufficient water to cover the entire floor for 14 days. 5. Provide bonded concrete topping in bottom of all clarifiers and thickeners. 3.19 EPDXY PENETRATING SEALER A. Surfaces to receive epoxy penetrating sealer: Apply wood float finish. Clean surface and apply sealer in compliance with manufacturer s instructions. Rooms with concrete curbs or bases: Continue application of floor coating on curb or base to its Juncture with masonry wall. Rooms with solid concrete walls or wainscots: Apply minimum 2-inch-high coverage of floor coating on vertical surface. C. Mask walls, doors, frames and similar surface to prevent floor coating contact. D. When coving floor coating up vertical concrete walls, curbs, bases or wainscots, use masking tape or other suitable material to keep a neat level edge at top of cove. E Provide epoxy penetrating sealer at locations indicated on Plans. 3.20 EPDXY FLOOR TOPPING A. Surfaces to receive epoxy floor topping: Apply wood float finish unless recommended otherwise by epoxy floor topping manufacturer. Clean surface and apply epoxy floor topping in compliance with manufacturer's recommendations and instructions. Thickness of topping: 1 /8 inch. B. Rooms with concrete curbs or bases: Continue application of floor coating on curb or base to its juncture with masonry wall. Rooms with solid concrete walls or wainscots: apply 2-inch-high coverage of floor coating on vertical surface. 5/2013 03300 - 30 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE C. Mask walls, doors, frames and similar surfaces to prevent floor coating contact. D. When coving floor coating up vertical concrete walls, curbs, bases or wainscots, use masking tape or other suitable material to keep a neat level edge at top of cove. Finished surface shall be free of trowel marks and dimples. F. Provide epoxy floor topping at locations indicated on Plans. 3.21 SEALER/DUSTPROOFER A. Where sealer or sealer/dustproofer is indicated on Plans, just prior to completion of construction, apply coat of specified clear sealer/dustproofing compound to exposed interior concrete floors in accordance with manufacturer's instructions. 3.22 NONSLIP FINISH A. Apply float finish as specified. Apply two-thirds of required abrasive aggregate by method that ensures even coverage without segregation and re -float. Apply remainder of abrasive aggregate at right angles to first application, using heavier application of aggregate in areas not sufficiently covered by first application. Re -float after second application of aggregate and complete operations with troweled finish. Perform finishing operations in a manner that will allow the abrasive aggregate to be exposed and not covered with cement paste B. Provide nonslip finish at locations indicated on Plans. 3.23 FIELD QUALITY CONTROL A. Field inspection and testing will be performed in accordance with ACI 301- 99:Specifications for Structural Concrete - IP and under provisions of Sections 01440 — Inspection Services and Section 01450 — Testing Laboratory Services. B. Provide free access to Work and cooperate with appointed firm. C. Submit proposed mix design to inspection and testing finn for review prior to commencement of Work. D. Tests of cement and aggregates may be performed to ensure conformance with specified requirements. E Three concrete test cylinders will be taken for every 50 cu yds or less of concrete or as directed by the Engineer. F One additional test cylinder will be taken during cold weather concreting, cured on job site under same conditions as concrete it represents. 5/2013 03300 -- 31 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE G. One slump test will be taken for each set of test cylinders taken. H. Provide the results of alkalinity tests of concrete used in sanitary structures. Provide one test for each structure. These tests shall be performed by an independent testing laboratory. Perform the test on the concrete covering reinforcing steel on the inside of the pipe or structure Alkalinity tests are to be in accordance with Encyclopedia of Industrial Chemical Analysis, Vol. 15, Page 230, Interscience Publishers Division, John Wiley and Sons. 3.24 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. C. Patch imperfections in accordance with ACI 301-99:Specifications for Structural Concrete 3.25 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete will be determined by the Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Engineer for each individual area. 3.26 CURING A. Comply with ACI 308.1-98:Standard Specifications for Curing Concrete. Cure by preventing loss of moisture, rapid temperature change and mechanical injury for a period of 7 curing days when Type II or IP cement has been used and for 3 curing days when Type III cement has been used. Start curing as soon as free water has disappeared fiom the concrete surface after placing and finishing. A curing day is any calendar day in which the temperature is above 50 degrees F for at least 19 hours. Colder days may be counted if air temperature adjacent to concrete is maintained above 50 degrees F. In continued cold weather when artificial heat is not provided, removal of forms and shoring may be permitted at the end of calendar days equal to twice the required number of curing days. However, leave soffit forms and shores in place until concrete has reached the specified 28-day strength, unless directed otherwise by the Engineer. B. Cure formed surfaces not requiring rub -finished surface by leaving forms in place for the full curing period. Keep wood forms wet during the curing period. Add water as 5/2013 03300 - 32 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE needed for other types of forms. Or, at Contractor's option, forms may be removed after 2 days and curing compound applied. C. Rubbed Finish: 1. At formed surfaces requiring rubbed finish, remove forms as soon as practicable without damaging the surface. After rub -finish operations are complete, continue curing formed surfaces by using either approved curing/sealing compounds or moist cotton mats until normal curing period is complete. D. Unfouned Surfaces: Cure by membrane curing compound method. 1. After concrete has received a final finish and surplus water sheen has disappeared, immediately seal surface with a uniform coating of approved curing compound, applied at the rate of coverage recommended by manufacturer or as directed by the Fngineer. Do not apply less than 1 gallon per 180 square feet of area. Provide satisfactory means to properly control and check late of application of the compound. 2. Thoroughly agitate the compound during use and apply by means of approved mechanical power pressure sprayers equipped with atomizing nozzles. For application on small miscellaneous items, hand -powered spray equipment may be used. Prevent loss of compound between nozzle and concrete surface during spraying operations. Do not apply compound to a dry surface. If concrete surface has become dry, thoroughly moisten surface immediately prior to application. At locations where coating shows discontinuities, pinholes or other defects, or if rain falls on a newly coated surface before film has dried sufficiently to resist damage, apply an additional coat of compound at the specified rate of coverage. 3.27 CURING MASS CONCRETE A. Observe the following additional restrictions when curing mass concrete. 1. Minimum curing period: 2 weeks. 2. When ambient air temperature falls below 32 degrees F, protect surface of concrete against freezing. 3. Do not use steam or other curing methods that will add heat to concrete. 4. Keep forms and exposed concrete continuously wet for at least the first 48 hour s after placing, and whenever surrounding air temperature is above 90 degrees F during final curing period. 5/2013 03300 - 33 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 5. During 2-week curing period, provide necessary controls to prevent ambient air temperature immediately adjacent to concrete from falling more than 30 degrees F in 24 hours. 3.28 REMOVAL OF FORMS A. Time Limits: 1. When repair of surface defects or finishing is required before concrete is aged, foims on vertical surfaces may be removed as soon as concrete has hardened sufficiently to resist damage from removal operations. 2. Remove top forms on sloping surfaces of concrete as soon as concrete has attained sufficient stiffness to prevent sagging. Loosen wood forms for wall openings as soon as this can be accomplished without damage to concrete. Leave formwork for water -retaining structures in place for at least 2 days. Formwork for non -water -retaining columns, walls, sides of beams and other formwork components not supporting weight of concrete may be removed after 12 hours, provided concrete has hardened sufficiently to resist damage from removal operations, and provided removal of forms will not disturb members supporting weight of concrete. 3. Forms and shoring supporting weight of concrete or construction loads: Leave in place until concrete has reached minimum strength specified for removal of foims and shoring. Do not remove such forms in less than 4 days. B. Circular Paper or Spiral Tube Forms: .Follow manufacturer's directions for form removal. Take necessary precautions to prevent damage to concrete surface. When removal is done before completion of curing time, replace form, tie in place, and seal to retard escape of moisture. C. Removal Strength: 1. Control Tests: Suitable strength -control tests will be required as evidence that concrete has attained specified strength for removal of formwork or shoring supporting weight of concrete in beams, slabs and other structural members. Furnish test cylinders and data to verify strength for early form removal. a. Field -cured Test Cylinders: When field -cured test cylinders reach specified removal strength, formwork or shoring may be removed from respective concrete placements. b. Laboratory -cured Test Cylinders: When concrete has been cured as specified for structural concrete for same time period required by laboratory -cured cylinders to reach specified strength, formwork or shoring may be removed from respective concrete placements. 5/2013 03300 - 34 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE Determine length of time that concrete has been cured by totaling the days or fractions of days, not necessarily consecutive, during which air temperature surrounding concrete is above 50 degrees F and concrete has been damp or thoroughly sealed against evaporation and loss of moisture. Compressive Strengths: The minimum concrete compressive strength for removal of formwork supporting weight of concrete is 75 percent of specified minimum 28-day strength for class of concrete involved. 3.29 RESHORING A. When reshoring is permitted, plan operations in advance and obtain the Engineer's approval of such operations. While reshoring is under way, keep live load off new construction. Do not permit concrete in any beam, slab, column or other structural member to be subjected to combined dead and construction loads in excess of loads permitted for developed concrete strength at time of reshoring Place reshores as soon as practicable after form -stripping operations are complete but in no case later than end of day on which stripping occurs. Tighten reshores to carry required loads without over stressing construction Leave reshores in place until tests representative of concrete being supported have reached specified strength at time of removal of formwork supporting weight of concrete. C. Floors supporting shores under newly -placed concrete: Leave original supporting shores in place, or re -shore. Locate reshores directly under shore position above. Extend reshoring over a sufficient number of stories to distribute weight of newly - placed concrete, forms and construction live loads in such manner that design superimposed loads of floors supporting shores are not exceeded 3.30 FORM REUSE A. Do not reuse forms that are worn or damaged beyond repair. Thoroughly clean and recoat forms before reuse. For wood and plywood forms to be used for exposed smooth finish, sand or otherwise dress concrete contact surface to. original condition or provide form liner facing material. For metal forms, straighten, remove dents and clean to return forms to original condition. 5/2013 03300 - 35 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE TABLE 03100A TOLERANCES FOR FORMED SURFACES CONCRETE IN BUILDINGS** Variation Variation In Maximum For 20-foot length any any or bay For 10-foot length any for Entire From Dimension Plumb Specified or Lines and Surfaces of Columns, 1/4" - - - 1" Piers, Walls and Arrises - - - 1/4" 1/2" Exposed Joint Conspicuous Corner Grooves, Columns, Lines and Control Other Batter Level Specified of Slab and removal Soffits, At rises of shores), Ceilings, (measured Beam Soffits, before 1/4" 3/8" 3/4" - - - 1/4" 1/2" Grade Exposed Lintels, Sills, Parapets, Horizontal Conspicuous Grooves Lines and Other Drawing Dimensions Position Columns, of Walls Linear and Building Partitions Lines, - - - 1/2" 1" - - - - - - +1/4" Size and Location of Sleeves, Floor Openings and Wall Openings Cross Slabs, Section and Walls of Columns, Beams, - - - - - - +1 /2", -1/4" Footings* in Plan - - - - - - +2", -1/2" - - - - - - 2% of or Width 2" Footing Misplacement or Eccentricity Direction Error lessee in of (the of) Footing Thickness Decrease - - - - - - 5% Footing Thickness Increase - - - - - - No Limit Step Rise in Flight of Stairs - - - - - - + 1 /8" Step Tread in Flight of Stairs - - - - - - + 1 /4" Consecutive Step Rise - - - - - - +1/16" Consecutive Step Tread - - - - - - + 1 /8" *Footing tolerances apply to concrete dimensions only, not to positioning of vertical reinforcing steel, dowels, or embedded items **Includes water and wastewater process structures 5/2013 03300 - 36 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE TABLE 03100B TOLERANCE FOR FORMED SURFACES CONCRETE IN BRIDGES, WHARVES AND MARINE STRUCTURES Variation Variation In Maximum From Plumb of Specified Surfaces of columns, piers and walls 1/2" in 10' Batter Level or surfaces of slabs See Section 03345 Top Specified Grade surfaces of curbs and railings 3/16" in 10' Top Drawing Dimensions Cross similar section members of columns, caps, walls, beams, and -1/4" +1/2", Thickness of deck slabs -1/8" +1/4", Size and location of slab and wall openings +1/2" in plan -1/2" Footings +2, Footing of error lesser of) or eccentricity in direction 2% of width or 2" misplacement (the Footing thickness decrease 5% thickness increase No limit Footing Step rise in flight of stairs +1/8" Step tread in flight of stairs 1 /4" + Consecutive step rise +1/16" Consecutive step tread 1 /8" + 5/2013 03300 - 37 of 38 CITY OF PEARLAND CAST -IN -PLACE CONCRETE 3.31 PROTECTION A. Protect concrete against damage until final acceptance by the Owner. B. Protect fresh concrete from damage due to rain, hail, sleet or snow. Provide such protection while the concrete is still plastic and whenever such precipitation is imminent or occur? ing. C. Do not backfill around concrete structures or subject them to design loadings until all components of the structure needed to resist the loading are complete and have reached the specified 28-day compressive strength, except as authorized otherwise by the Engineer. END OF SECTION 5/2013 03300 - 38 of 38 CITY OF PEARLAND STRUCTURAL CONCRETE SECTION 03310 STRUCTURAL CONCRETE 1.0 GENERAL 1.01 SECTION INCLUDES A. Cast -in -place normal -weight structural concrete and mass concrete. B. References to Technical Specifications: 1. Section 00300 — 2. Section 01200 — 3. Section 01350 — 4. Section 01450 — 5. Section 03300 — Bid Proposal Measurement Submittals Testing Laboratory Services Cast -in -Place Concrete 1.02 MEASUREMENT AND PAYMENT A. Measurement for structural concrete is on an each basis for each structure as bid. Payment includes related work perfoiured on these structures in accordance with related sections of these Specifications. B. If F,xtra Structural Concrete is allowed, based on the Engineer's direction, and indicated in Section 00300 — Bid Proposal as an Extra Item, measurement will be on a cubic -yard basis, measured in place Payment includes related work performed in accordance with related sections of these Specifications. C. Refer to Section 01200 — Measurement and Payment for unit price procedures. D. No provisions shall be provided for temperature controlled curing of test cylinder. Test cylinder(s) shall be cured in identical environment until picked up by lab. 1.03 DEFINITIONS A. Mass Concrete: Concrete sections 4 feet or more in least dimension. B. Hot Weather: Any combination of high air temperature, low relative humidity and wind velocity tending to impair quality of fresh or hardened concrete or otherwise resulting in abnormal properties. Hot weather concreting shall be done in accordance with ACI - 305R. C. Cold Weather: Period when, for more than 2 successive days, mean daily temperature is below 40 degrees F. Cold weather concreting shall be done in accordance with ACI - 306R. 5/2013 03310-1 of23 CITY OF PEARLAND STRUCTURAL CONCRETE 1.04 SUBMITTALS A. Conform to Section 01350 — Submittals. B. Mill Certificates: Required for bulk cement. C. Design Mixes: 1. Submit test data on proposed design mixes for each type of concrete in the Work, including each class, and variations in type, source or quantity of material. Include type, brand and amount of cementitious materials; type, brand and amount of each admixture; slump; air content; aggregate sources, gradations, specific gravity and absorption; total water (including moisture in aggregate); water/cement ratio compressive strength test results for 7 and 28 days; and shrinkage tests for Class C and D concrete at 21 or 28 days of drying. 2. Submit abrasion loss and soundness test results for limestone aggregate. 3. Testing of aggregates, including sieve analysis, shall be performed by a certified independent testing laboratory. Tests shall have been performed no earlier than 3 months before Notice to Proceed. 4. Provide standard deviation data for plant producing concrete. Data shall include copies of laboratory test results and standard deviation calculated in accordance with ACI 318, Item 5.3.1. Laboratory tests shall have been performed within past 12 months. When standard deviation data is not available, comply with ACI 318, Table 5.3.2.2. Review and acceptance of mix design does not relieve Contractor of responsibility to provide concrete of quality and strength required by these Specifications. D. Admixtures: Submit manufacturer's technical information, including following: 1. Air -Entraining Admixture: Give requirements to control air content under all conditions, including temperature variations and presence of other admixtures. Chemical Admixtures: Give requirements for quantities and types to be used under various temperatures and job conditions to produce uniform, workable concrete mix. Submit evidence of compatibility with other admixtures and cementitious materials proposed for use in design mix. High -Range Water Reducer (Superplasticizer) When proposed for use, submit manufacturer's technical information and instructions for use of superplasticizer State whether superplasticizer will be added at ready -mix plant or job site. When superplasticizer will be added at job site, submit proposed plan for measuring and adding superplasticizei to concrete mix at job site, and establish dosing area on site with holding tanks and metering devices. When superplasticizei is to be added at 5/2013 03310-2 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE ready -mix plant, submit contingency plans for adding additional superplasticizer at job site when required due to delay in placing concrete. Identify portions of Work on which superplasticizer is proposed for use. F. Hot and Cold Weather Concreting: Submit, when applicable, proposed plans for hot and cold weather concreting. Review and acceptance of proposed procedure will not relieve Contractor of responsibility for quality of finished pi oduct. G. Project Record Drawings: Accurately record actual locations of embedded utilities and components that are concealed from view. 1.05 QUALITY ASSURANCE A. Provide necessary controls during evaluation of materials, mix designs, production and delivery of concrete, placement and compaction to assure that the Work will be accomplished in accordance with Contract Documents. Maintain records of concrete placement. Record dates, locations, quantities, air temperatures, and test samples taken. B. Code Requirements: Concrete construction for buildings shall conform to ACI 318. Concrete construction for water and wastewatei treatment and conveying structures shall conform to ACI 318 with modifications by ACI 350R, Item 2.6. Where this Specification conflicts with ACI 318 or ACI 350R, this Specification governs. C. Testing and Other Quality Control Services: Concrete testing required in this section, except concrete mix design, limestone aggregate test data, and testing of deficient concrete will be perfoinned by an independent commercial testing laboratory employed and paid by the Owner in accordance with Section 01450 — Testing Laboratory Services. 2. Provide material for and cooperate fully with Owner's testing laboratory technician in obtaining samples for required tests. 3. Standard Services: The following testing and quality control services will be provided by Owner in accordance with Section 01450 — Testing Laboratory Services: a. Verification that plant equipment and facilities conform to NRMCA "Certification of Ready -Mix Concrete Production Facilities' . b. Testing of proposed materials for compliance with this Specification. c. Review of proposed mix design submitted by Contractor. 5/2013 03310-3 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE d. Obtaining production samples of materials at plants or stockpiles during work progress and testing for compliance with this Specification. e. Strength testing of concrete according to following procedures: 1) Obtaining samples for field test cylinders from every 100 cubic yards and any portion less than 100 cubic yards for each mix design placed each day, according to ASTM C 172, with each sample obtained from a different batch of concrete on a representative, random basis. Selecting test batches by any means other than random numbers chosen before concrete placement begins is not allowed. 2) Molding four specimens from each sample according to ASTM C31, and curing under standard moisture and temperature conditions as specified in Sections 7(a) and (b) of ASTM C31. 3) Testing two specimens at 7 days and two specimens at 28 days according to ASTM C39, reporting test results averaging strengths of two specimens. However, when one specimen evidences improper sampling, molding or testing, it will be discarded and remaining cylinder considered test result. When high -early -strength concrete is used, specimens will be tested at 3 and 7 days. f. Air content: For each strength test, determination of air content of normal weight concrete according to ASTM C231. g• Slump: For each strength test, and whenever consistency of concrete appears to vary, conducting slump test in accordance with ASTM C143. h. Temperature: For each strength test, checking concrete temperature in accordance with ASTM C1064. i. Lightweight concrete: For each strength test, or more frequently when requested by the Engineer determination of air content by ASTM C567 and unit weight by ASTM C567. j. Monitoring of current and forecasted climatic conditions to determine when rate of evaporation, as determined by Figure 2.1.5 of ACI 305R, will produce loss of 0.2 pounds of water, or more, per square foot per hour Testing lab representative will advise Contractor to use hot weather precautions when such conditions will exist during concrete placement, and note on concrete test reports when Contractor has been advised that hot weather conditions will exist. 5/2013 03310-4 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE k. Class A and D Concrete Shrinkage Tests: Performance of drying shrinkage tests for trial batches as follows: 1) Preparation and Testing of Specimens: Compression and drying shrinkage test specimens will be taken in each case from the same concrete sample; shrinkage tests will be considered a part of the normal compression tests for the project. 4-inch by 4-inch by 11-inch prisms with an effective gage length of 10 inches, fabricated, cured, dried and measured in accordance with ASTM C157, modified as follows: (a). Wet curing: Remove specimens from molds at an age of 23 hours ±1 hour after trial batching and immediately immerse in water at 70 degrees F 13 degrees F for at least 30 minutes; (b). Measure within 30 minutes after first 30 minutes of immersion to determine original length (not to be confused with "base length"); (c). Then submerge in saturated limewater, at 73 degrees F 43 degrees F, for 7 days; (d). Then measure at age 7 days. to establish "base length" for drying shrinkage calculations ('zero" days drying age) (e). Calculate expansion (base length expressed as a percentage of original length); (g)• Immediately store specimens in a temperature and humidity controlled room maintained at 73 degrees F, +3 degrees, and 50 percent relative humidity, ±4 percent, for the remainder of the test. Measure to determine shrinkage expressed as percentage of base length. Compute the drying shrinkage deformation of each specimen as the difference between the base length (at ?zero@ days drying age) and the length after drying at each test age. Compute the average drying shrinkage deformation of the specimens to the nearest 0.0001 inch at each test age. If the drying shrinkage of any specimen departs from the average of that test age by more than 0.0004 inch, disregard the results obtained from that specimen. 5/2013 03310-5 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE Report results of shrinkage tests to the nearest 0.001 percent of shrinkage. (h). Report shrinkage separately for 7, 14, 21, and 28 days of drying after 7 days of moist curing. Additional Testing and Quality Control Services: The following will be performed by an independent commercial testing laboratory employed and paid by the Owner in accordance with Section 01450, Testing Laboratory Services, when requested by the Engineer. a. Checking of batching and mixing operations. b. Review of manufacturer's report of each cement shipment and conducting laboratory tests of cement. c. Molding and testing reserve 7-day cylinders or field cylinders. Conducting additional field tests for slump, concrete temperature, and ambient temperature. e. Alkalinity Tests: For concrete used in sanitary structures, one test for each structure Perform alkalinity tests on concrete covering reinforcing steel on the inside of the pipe or structure in accordance with "Encyclopedia of Industrial Chemical Analysis," Vol. 15, page 230. 5. Contractor shall provide the following testing and quality control services: a. Employ an independent commercial testing laboratory, acceptable to Owner, to prepare and test design mix for each class of concrete for which material source has been changed. b. Notify commercial testing laboratory employed. by Owner 24 hours prior to placing concrete. Testing of deficient concrete in place: a. When averages of three consecutive strength test results fail to equal or exceed specified strength, or when any individual strength test result falls below specified strength by more than 500 psi, strength of concrete shall be considered potentially deficient and core testing, structural analysis or load testing may be required by the Engineer. b. When concrete in place proves to be deficient, Contractor shall pay costs, including costs due to delays, incurred in providing additional 5/2013 03310-6 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE testing and analysis services provided by the Engineer, or the independent commercial testing laboratory selected by the Owner. c. Replace concrete work judged inadequate by core tests, structural analysis or load tests at no additional cost to the Owner. Core Tests: 1) Obtain and test cores in accordance with ASTM C42. Where concrete in structure will be dry under service conditions, air dry cores (temperature 60 to 80 degrees F relative humidity less than 60 percent) for 7 days before test; test dry. Where concrete in structure will be more than superficially wet under service conditions, test cores after moisture conditioning in accordance with ASTM C42. 2) Take at least three representative cores from each member or area of concrete in place that is considered potentially deficient. Location of cores shall be determined by the Engineer so as to least impair strength of structure. When, before testing, one or more cores shows evidence of having been damaged during or after removal from structure, replace the damaged cores. 3) Concrete in area represented by core test will be considered adequate when average strength of cores is equal to at least 85 percent of specified strength, and when no single core is less than 75 percent of specified strength. 4) Patch core holes in accordance with Section 03300 — Cast -in - Place Concrete, Paragraph 3.13. Structural Analysis: When core tests are inconclusive or impractical to obtain, the Engineer may perform additional structural analysis at Contractor's expense to confirm safety of structure. £ Load Tests: When core tests and structural analysis do not confirm safety of structure, load tests may be required, and their results evaluated, in accordance with ACI 318. g. Testing by impact hammer, sonoscope, probe penetration tests (Windsor probe), or other nondestructive device may be permitted by the Engineer to determine relative strengths at various locations in structure, to evaluate concrete strength in place or for selecting areas to be cored. However, such tests, unless properly calibrated and correlated with other test data, shall not be used as basis for acceptance or rejection of structure's safety. 5/2013 03310-7 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 1.06 STORAGE AND HANDLING OF MATERIALS A. Cement: Store cement in weather tight buildings, bins or silos to provide protection from dampness and contamination and to minimize warehouse set. When there is any doubt as to the expansive potential of shrinkage -compensating cements because of method or length of storage and exposure, laboratory test cement before use B. Aggregate: Arrange and use aggregate stockpiles to avoid excessive segregation or contamination with other materials or with other sizes of like aggregates. Build stockpiles in successive horizontal layers not exceeding 3 feet in thickness. Complete each layer before next is started. C. Fine Aggregate: Before using, allow fine aggregate to drain until uniform moisture content is reached. D. Admixtures: Store admixtures to avoid contamination, evaporation or damage. For those used in form of suspensions or non -stable solutions, provide suitable agitating equipment to assure uniform distribution of ingredients. Protect liquid admixtures fiom freezing and other temperature changes which would adversely affect their characteristics. E Lightweight Aggregates: Uniformly pre -dampen lightweight aggregates as necessary to prevent excessive variations in moisture content. Allow pre -dampened aggregates to remain in stockpiles, under continuous fog spray, for minimum of 24 hours before use. Provide adequate drainage in stockpile areas to eliminate excess water and accumulation of contaminated fines. 2.0 PRODUCTS 2.01 MATERIALS A. Cement: 1. Use same brand of cement used in concrete mix design Use only one brand of each type in each structure, unless otherwise indicated on Drawings. 2. Portland Cement: ASTM C150, Type I or Type II, gray in color. Use Type III only when specifically author ized by the Engineer in writing. Use Type II, including the requirements of Table 2, in construction of liquid -containing structures and cooling towers, unless shown otherwise on Drawings. B. Admixtures: 1. Do not use calcium chloride, thiocyanate or admixtures containing more than 0.05 percent chloride ions. 2. Air -Entraining Admixtures: ASTM C260, compatible with other admixtures used. 5/2013 03310-8 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 3. Chemical Admixtures: Polymer type, non -staining, chloride -free admixtures conforming to ASTM C494, Type A, C, D or E 4. High -Range Water Reducer (Superplasticizer): ASTM C494, Type F or G, compatible with and by the same manufacturer as other admixtures. C. Mixing Water: Use clean, potable water, free from harmful amounts of oils, acids, alkalis or other deleterious substances, meeting requirements of ASTM C94. Aggregates: Use coarse aggregate from only one source and fine aggregate from only one source, for exposed concrete in any single structure 1. Coarse Aggregate: Gravel, crushed gravel or crushed limestone conforming to ASTM C33. 2. Fine Aggregate: Natural sand complying with ASTM C33. 3. Limestone aggregate shall conform to ASTM C33 and the following additional requirements: a. Clean, hard, strong and durable particles free of chemicals and coatings of silt, clay, of other fine materials that may affect hydration and bond of cement paste. b. Select crushed limestone: High -calcium limestone (minimum 95 percent CaCO3 and maximum 3.5 percent MgCO3) with maximum Los Angeles Abrasion loss of 38 percent, when tested in accordance with ASTM C131 or ASTM C535. c. Test aggregate for soundness in accordance with ASTM C88; maximum loss shall not exceed 18 percent after 5 cycles of magnesium sulfate test. 4. Maximum size of coarse aggregate: Normal weight concrete, except as noted below: 1-1/2 inches. b. Formed members 6 inches or less in least dimension: 1/5 least dimension. Slabs: 1/3 depth of slab. d. Drilled shafts: 1/3 clearance between reinforcing steel, but not greater than 3/4 inch. e. Concrete fill, seal slabs and bonded concrete topping in clarifiers: 3/8 inch. 5/2013 03310-9 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 5. Coarse aggregate for lightweight concrete: ASTM C330. Grading limits: 3/4 inch to No. 4. 6. Abrasive Aggregate: Conform to requirements of Section 03300 — Cast -in - Place Concrete, Paragraph 3.13. E Calcium Chloride: Not permitted F 1-evaporation Retardant: Masterbuilders "Confilm", Euclid "Fucobar", or equal. G. Miscellaneous Materials: 1. Bonding Agent: Two -component modified epoxy resin. 2. Vapor barrier: 6-mil clear polyethylene film of type recommended for below - grade application. Non -shrink grout: premixed compound consisting of non-metallic aggregate, cement and water -reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days. 2.02 CONCRETE MIX A. Objective: Select proportions of ingredients to produce concrete having proper placability, durability, strength, appearance and other specified properties. B. Mix Design: Employ and pay an independent commercial testing laboratory, acceptable to Owner, to prepare and test mix designs for each type of concrete specified Proportion mix design ingredients by weight. Submit mix designs and test results for approval. During the trial batches, aggregate proportions may be adjusted by the testing laboratory using two coarse aggregate size ranges to obtain the required properties. If one size range produces an acceptable mix, a second size range need not be used. Such adjustments shall be considered refinements to the mix design and shall not be the basis for extra compensation to the Contractor. Concrete shall conform to the requirements of this Section, whether the aggregate proportions are from the Contractor's pieliminary mix design, or whether the proportions have been adjusted during the trial batch process. Pi epare trial batches using the aggregates, cement and admixtures proposed for the project. Make trial batches large enough to obtain 3 drying shrinkage test specimens and 6 compression test specimens from each batch. Shrinkage testing is required only for Class A and D concrete. 5/2013 03310-10 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 2. Determine compressive strength by testing 6-inch diameter by 12-inch high cylinders, made cured and tested in accordance with ASTM C 192 and ASTM C39. Test 3 compression test cylinders at 7 days and 3 at 28 days. Average compressive strength for the 3 cylinders tested at 28 days for any given trial batch shall be not less than 125 percent of the specified compressive strength. 3. Perform sieve analysis of the combined aggregate for each trial batch according to of ASTM C136. Report percentage passing each sieve. 4. In mix designs for Class A and D concrete, fine aggregate shall not exceed 41 percent of total aggregate by weight. C. Shrinkage Limitations, Class A and D Concrete 1. Maximum concrete shrinkage for specimens cast in the laboratory from the trial batch: 0.036 percent as measured at 21-day drying age or 0.042 percent at 28-day drying age Use for construction only mix designs that meet trial batch shrinkage requirements. Shrinkage limitations apply only to Class A and D concrete. 2. Maximum concrete shrinkage for specimens cast in the field shall not exceed the trial batch maximum shrinkage requirement by more than 25 percent. 3. If the required shrinkage limitation is not met during construction, take any or all of the following actions, at no additional cost to the Owner, for securing the specified shrinkage requirements: Changing the source or aggregates, cement or admixtures; reducing water content; washing of aggregate to reduce fines; increasing the number of construction joints; modifying the curing requirements; or other actions designed to minimize shrinkage or its effects. D. Selecting Ingredient Proportions for Concrete: Proportion concrete mix according to ACI 301, Chapter 3. 2. Establish concrete mix design by laboratory trial batches prepared by independent testing laboratory, or on basis of previous field experience in accordance with provisions of ACI 318, Item 5.3; however, minimum cement content for each class of concrete shall not be less than specified. 3. Concrete mix design data submitted for review shall have average 28-day compressive strength calculated in accordance with ACI 318, Item 5.3.2.1. When data is not available to deteiniine standard deviation in accordance with ACI 318, Item 5.3.1,, average 28-day strength of mix design shall conform to ACI 318, Table 5.3.2.2. E Water -Cement Ratios: 1. Maximum allowable water -cement ratios shall be as follows: 5/2013 03310-11 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE a. Concrete for liquid -containing structures: 0.45. b. Concrete subjected to brackish water, salt spray or deicers: 0.40. c. All other concrete: 0.55. 2. Superplasticizer may be added to maintain specified maximum water -cement ratios. Include free water in aggregate in water -cement ratio computations. F. Adjustment of Mix Proportions: After sufficient data becomes available during construction, mix may be adjusted upon approval of the Engineer, in accordance with ACI 318, Item 5.5; however, minimum cement content for each class of concrete shall not be less than specified. G. Entrained Air: Air -entrain all concrete except drilled shafts. Total air content in accordance with ASTM C173: 4 to 6 percent. H. Consistency, Workability, and Slump: The quantity of water in a batch of concrete shall be just sufficient, with a normal mixing period, to produce concrete which can be worked properly into place without segregation, and which can be compacted by vibratory methods as specified, to give the desired strength density, impermeability and smoothness of surface. Change the quantity of water as necessary, with variations in the nature or moisture content of the aggregates, to maintain uniform production of a desired consistency. Determine the consistency of the concrete in successive batches by slump tests in accordance with ASTM C 143. Slumps shall be as follows: Concrete Type Minimum Slump Maximum Slump Portland Cement Concrete 2" 4" Concrete to be dosed with Superplasticizer: 1" 3" Normal Weight Concrete after dosing with superplasticizer 4" 9" Lightweight Concrete after dosing with superplasticizer 4" 7" Drilled Shaft Concrete: 4"* 8" * Minimum slump where drilled shafts are cast in temporary casings: 5 inches 2. Specified slump shall apply at time when concrete is discharged at job site. Perform slump tests to monitor uniformity and consistency of concrete delivered to job site; however, do not use as basis for mix design. Do not exceed water -cement ratios specified. 5/2013 03310-12 of23 CITY OF PEARLAND STRUCTURAL CONCRETE I. Admixtures: Proportion admixtures according to manufacturer's recommendations. Use of accelerator is permitted when air temperature is less than 40 degrees F. Use of retarder is permitted when temperature of placed concrete exceeds 65 degrees F. J. High -Range Water Reducers (Superplasticizers): Use superplasticizer to improve workability of concrete or delay hydration of cement, in accordance with requirements and recommendations of product manufacturer and approved submittals. K. Concrete Classification and Strength: Strength: Conform to values for class of concrete indicated on Drawings for each portion of Work. Requirements are based on 28-day compressive strength. If high early -strength concrete is allowed, requirements are based on 7-day compressive strength. 2. Classification: Minimum 28-day Class Compressive Strength Minimum Cement Content (Normal -weight) (psi) Pounds per Cubic Yard Concrete for Structures Containing Water or Wastewater A 4,000 564 (6 sacks) B 1,500 329 (3 'A sacks) C 3,000 470 (5 sacks) D 5,000 658 (7 sacks) H 3,000 611 (6 A sacks) Concrete for Buildings, Slabs on Grade and Miscellaneous Structures AB 4,000 Not Applicable BB 1,500 Not Applicable CB 3,000 Not Applicable DB 5,000 Not Applicable Class (Light -weight) F F G Minimum 28-day Compressive Strength (psi) 3,000 4,000 5,000 Minimum Cement Content Pounds per Cubic Yard Not Applicable Not Applicable Not Applicable 3. Maximum size aggregate for Class H concrete: 3/8 inch. Maximum size aggregate for all other normal -weight concrete: 1-1/2 inches, except as specified in Paragraph 2.01 D.4. 4. When required strength is not obtained with minimum cement content as specified, add cement, lower water -cement ratio or provide other aggregates as necessary. 5/2013 03310-13 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 5. In addition to conforming to specified strength, lightweight concrete must be within specified unit weight limits. Maximum air-dry unit weight is 118 pounds per cubic foot; minimum is 110 pounds per cubic foot unless shown otherwise on Drawings. Determine air-dry unit weight in accordance with ASTM C567. Correlate air-dry unit weight with fresh unit weight of the same concrete as a basis for acceptance during construction. L. Use of Classes of Concrete: Use classes of concrete as indicated on the Drawings and in other specifications. 2. Liquid -containing structures: If not otherwise indicated, use the following classes for structures containing water or wastewater and for utility applications in the locations described: a. Class A: All reinforced concrete and where not otherwise defined b. Class B: Unreinforced concrete used for plugging pipes, seal slabs, thrust blocks, and trench dams, unless indicated otherwise. c. Class H: Fill and topping. Where concrete fill thickness exceeds 3 inches in the majority of a placement and is not less than 1.5 inches thick, Class A concrete may be used. 3. All other structures: If not otherwise indicated, use the following classes in the locations described: a. Class AB: All reinforced concrete and where not otherwise defined. b. Class CB: Duct banks; see Section 16402 — Underground Duct Banks for additional requirements. c. Class BB: Unreinforced concrete fill under structures. 2.03 MIXING NORMAL WEIGHT CONCRETE A. Conform to ACI 301, Chapter 7. B. Ready -Mixed Concrete: Measure, batch, mix and transport ready -mixed concrete according to ASTM C94. Plant equipment and facilities shall conform to NRMCA "Certification of Ready Mixed Concrete Production Facilities". 5/2013 03310-14 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 2. Provide batch tickets with information specified in ASTM C94. Deliver batch ticketwith concrete and give to Owner's on -site testing laboratory representative. C. Batch Mixing at Site: 1. Mix concrete in batch mixer conforming to requirements of CPMB "Concrete Plant Mixer Standards" Use mixer equipped with suitable charging hopper, water storage tank and water measuring device. Batch mixer shall be capable of mixing aggregates, cement and water into uniform mass within specified mixing time, and of discharging mix without segregation. Operate mixer according to rated capacity and recommended revolutions per minute printed on manufacturer's rating plate. 2. Charge batch into mixer so some water will enter before cement and aggregates. Keep water running until one-fourth of specified mixing time has elapsed Provide controls to prevent discharging until required mixing time has elapsed. When concrete of normal weight is specified, provide controls to prevent addition of water during mixing. Discharge entire batch before mixer is recharged. 3. Mix each batch of 2 cubic yards or less for not less than 1 minute and 30 seconds Increase minimum mixing time 15 seconds for each additional cubic yard or fraction of cubic yard. 4. Keep mixer clean. Replace pick-up and throw -over blades in drum when they have lost 10 percent of original depth. D. Admixtures: 1. Charge air -entraining and chemical admixtures into mixer as solution using automatic dispenser or similar metering device. Measure admixture to accuracy within + 3 percent. Do not use admixtures in powdered form. 2. Two or more admixtures may be used in same concrete, provided that admixtures in combination retain full efficiency and have no deleterious effect on concrete or on properties of each other. Inject admixtures separately during batching sequence. 3. Add retarding admixtures as soon as practicable after addition of cement. E Temperature Control: 1. When ambient temperature falls below 40 degrees F, keep as -mixed temperature above 55 degrees F to maintain concrete above minimum placing temperature. 5/2013 03310-15 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 2. When water or aggregate has been heated, combine water with aggregate in mixer before cement is added. Do not add cement to mixtures of water and aggregate when temperature of mixture is greater than 100 degrees F. 3. In hot weather, maintain temperature of concrete below maximum placing temperature. When necessary, temperature may be lowered by cooling ingredients, cooling mixer drum by fog spray, using chilled water or well - crushed ice in whole or part for added water, or arranging delivery sequence so that time of transport and placement does not generate unacceptable temperatures. Submit hot weather and cold weather concreting plans for approval. 2.04 MIXING LIGHTWEIGHT CONCRETE A. Determining Absorption of Aggregates: Mixing procedures vary according to total absorption by weight of lightweight aggregates. Determine total absorption by weight before pre -damping in accordance with ASTM C 127. B. Ten Percent or Less Absorption: Follow same requirements as for mixing normal - weight concrete when preparing concrete made with low -absorptive lightweight aggregates having 10 per cent or less total absorption by weight. To be low -absorptive, aggregates must absorb less than 2 percent additional water in first hour after mixing. C. More Than 10 Percent Absorption: Batch and mix concrete made with lightweight aggregates having more than 10 percent total absorption by weight, as follows: 1. Place approximately 80 percent of mixing water in mixer. 2. If aggregates are pre -dampened, add air -entraining admixture and all aggregates. Mix for minimum of 30 seconds, or 5 to 10 revolutions of truck mixer. 3. When aggregates have not been pre -dampened, mix aggregates and water for minimum of 1 minute and 30 seconds, or 15 to 30 r evolutions of truck mixer. Then add air -entraining admixture and mix for additional 30 seconds 4. Then, in the following sequence, add specified or permitted admixtures (other than air -entraining agent), all cement, and mixing water pievrously withheld. 5. Complete mixing using procedures for normal -weight concrete. 2.05 MASS CONCRETE A. Do not use high early -strength cement (Type III) or accelerating admixtures. 5/2013 03310-16 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE B. Use high -range water -reducing admixture (superplasticizer) to minimize water content and cement content. C. Specified water -reducing retarding admixture may be required to prevent cold joints when placing large quantities of concrete, to permit ievibration of concrete, to offset effects of high temperature in concrete or weather, and to reduce maximum temperature or rapid temperature rise. 2.06 EQUIPMENT A. Select equipment of size and design to ensure continuous flow of concrete at delivery end. Conform to following equipment and operations requirements. B. Truck mixers, agitators and manner of operation: Conform to ASTM C94. Use of non -agitating equipment for transporting concrete is not permitted. C. Belt conveyors: Configure horizontally, or at a slope causing no segregation or loss. Use approved arrangement at discharge end to prevent separation. Discharge long runs without separation into hopper. D. Chutes: Metal or metal -lined (other than aluminum). Arrange for vertical -to - horizontal slopes not more than 1 to 2 or less than 1 to 3. Chutes longer than 20 feet or not meeting slope requirements may be used if concrete is discharged into hopper before distribution. E Do not use aluminum or aluminum -alloy pipe or chutes for conveying concrete. 3.0 EXECUTION 3.01 SPECIAL CONSIDERATIONS A. Concreting Under Water: Not permitted except where shown otherwise on Drawings or approved by the Engineer. When shown or permitted deposit concrete under water by methods acceptable to the Engineer so fresh concrete enters mass of previously - placed concrete from within, causing water to be displaced with minimum disturbance at surface of concrete. B. Protection from Adverse Weather : Unless adequate protection is provided or the Engineer's approval is obtained, do not place concrete during rain sleet, snow or freezing weather. Do not permit rainwater to increase mixing water or to damage surface finish. If rainfall occurs after placing operations begin, provide adequate covering to protect Work. 3.02 PREPARATION OF SURFACES FOR CONCRETING A. Earth Surfaces: 5/2013 03310-17 of 23 CITY OF PhARLAND STRUCTURAL CONCRETE 1. Under interior slabs on grade, install vapor barrier Lap joints at least 6 inches and seal watertight with tape, or sealant applied between overlapping edges and ends. Repair vapor barrier damaged during placement of reinforcing and inserts with vapoi ban ier material; lap over damaged areas at least 6 inches and seal watertight. 2. Other Earth Surfaces: Thoroughly wet by sprinkling prior to placing concrete, and keep moist by frequent sprinkling up to time of placing concrete thei eon. Remove standing water. Surfaces shall be free from standing water, mud and debris at the time of placing concrete. B. Construction Joints: 1. Definition: Concrete surfaces upon or against which concrete is to be placed, where the placement of the concrete has been interrupted so that, in the judgment of the Fngineer, new concrete cannot be incorporated integrally with that previously placed. 2. Interruptions: When placing of concrete is to be interrupted long enough for the concrete to take a set, use forms or other means to shape the working face to secure proper union with subsequent work. Make construction joints only where acceptable to the Engineer. 3. Preparation: Give horizontal joint surfaces a compacted, roughened surface for good bond. Except where the Drawings call for joint surfaces to be coated, clean joint surfaces of laitance, loose or defective concrete and foreign material by hydroblasting or sandblasting (exposing aggregate), roughen surface to expose aggregate to a depth of at least 1 /4 inch and wash thoroughly. Remove standing water from the construction joint surface before new concrete is placed. 4. After surfaces have been prepared cover approximately horizontal construction joints with a 3-inch lift of a grout mix consisting of Class A concrete batched without coarse aggregate; place and spread grout uniformly. Place wall concrete on the grout mix immediately thereafter. C. Set and secure reinforcement anchor bolts, sleeves, inserts and similar embedded items in the forms where indicated on Contract Drawings, shop drawings and as otherwise r equired. Obtain the Fngineer's acceptance before concrete is placed Accuracy of placement is the sole responsibility of the Contractor. D. Place no concrete until at least 4 hours after formwork inserts, embedded items, reinforcement and surface preparation have been completed and accepted by the Engineer. Clean surfaces of forms and embedded items that have become encrusted with grout or previously -placed concrete before placing adjacent concrete. 5/2013 03310-18 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE E Casting New Concrete Against Old: Where concrete is to be cast against old concrete (any concrete which is greater than 60 days of age), thoroughly clean and roughen the surface of the old concrete by hydroblasting or sandblasting (exposing aggregate). Coat joint surface with epoxy bonding agent following manufacturer s written instructions, unless indicated otherwise. Unless noted otherwise, this provision does not apply to vertical wall joints where waterstop is installed. F. Protection from Water: Place no concrete in any structure until water entering the space to be filled with concrete has been properly cut off or diverted and carried out of the forms clear of the work. Deposit no concrete underwater without special methods Do not allow still water to rise on any concrete until concrete has attained its initial set. Do not allow water to flow over the surface of any concrete in a manner and at a velocity that will damage the surface finish of the concrete. Pumping, dewatering and other necessary operations for removing ground water, if required, are subject to the Engineer's review. G. Corrosion Protection. Position and support pipe, conduit, dowels and other ferrous items to be embedded in concrete construction prior to placement of concrete so there is at least a 2 inch clearance between them and any part of the concrete reinforcement. Do not secure such items in position by wiring or welding them to the reinforcement. Where practicable, provide for openings for pipes, inserts for pipe hangers and brackets, and setting of anchors during placing of concrete. I. Accurately set anchor bolts and maintain in position with templates while they are being embedded in concrete. J. Cleaning: Immediately before concrete is placed, thoroughly clean dirt, grease, grout, mortar, loose scale, rust and other foreign substances from surfaces of metalwork to be in contact with concrete. 3.03 HANDLING, TRANSPORTING AND PLACING CONCRETE A. Conform to applicable requirements of Chapter 8 of ACI 301 and this Section. Use no aluminum materials in conveying concrete B. Rejected Work: Remove concrete found to be defective or non-confoiiiring in materials or workmanship. Replace rejected concrete with concrete meeting requirements of Contract Documents, at no additional cost to the Owner. C. Unauthorized Placement: Place no concrete except in the presence of the Engineer. Notify the Engineer in writing at least 24 hours before placement of concrete. D. Placement in Wall Forms: 1. Do not drop concrete through reinforcing steel that will not be covered by current pour. 5/2013 03310-19 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE 2. Do not place concrete in any form so as to leave an accumulation of mortar on form surfaces above the concrete. 3. Pump concrete or use hoppers and, if necessary, vertical ducts of canvas rubber or metal (other than aluminum) for placing concrete in forms so it reaches the place of final deposit without separation. Free fall of concrete shall not exceed 4 feet below the ends of pump hoses, ducts, chutes or buggies. Uniformly distribute concrete during depositing. 4. Do not displace concrete in forms more than 6 feet in horizontal direction from place where it was originally deposited Do not transport concrete with vibrators. 5. Deposit in uniform horizontal layers not deeper than 2 feet; take care to avoid inclined layers or inclined construction joints except where required foi sloping members. 6. Place each layer while the previous layer is still soft. Rate of placement shall not exceed 5 feet of vertical rise per hour. 7. Provide sufficient illumination in form interior so concrete at places of deposit is visible from the deck or runway. F Conveyors and Chutes: Design and arrange ends of chutes, hopper gates and other points of concrete discharge in the conveying, hoisting and placing system so concrete passing from them will not fall separated into whatever receptacle immediately receives it. Conveyors, if used, shall be of a type acceptable to the Engineer. Do not use chutes longer than 50 feet. Slope chutes so concrete of specified consistency will readily flow If a conveyor is used, it shall be wiped clean by a device operated in such a manner that none of the mortar adhering to the belt will be wasted All conveyors and chutes shall be covered. F. Placement of Slabs: In hot or windy weather, conducive to plastic shrinkage cracks, apply evaporation retardant to slab after screeding in accordance with manufacturer's instructions and recommendations. Do not use evaporation retardant to increase water content of the surface cement paste. Place concrete for sloping slabs uniformly from the bottom of the slab to the top, for the full width of the placement. As work progresses, vibi ate and carefully work concrete around slab reinforcement. Screed the slab surface in an up -slope direction. G. When adverse weather conditions affect quality of concrete, postpone concrete placement. Do not mix concrete when the air temperature is at or below 40 degrees F and falling. Concrete may be mixed when temperature is 35 degrees F and rising. Take temperature readings in the shade, away fi om artificial heat. Protect concrete from temperatures below 32 degrees F until the concrete has cured foi a minimum of 3 days at 70 degrees F or 5 days at 5.0 degrees F. 5/2013 03310-20 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE H. When concrete temperature is 85 degrees F or above, do not exceed 60 minutes between introduction of cement to the aggregates and discharge. When the weather is such that the concrete temperature would exceed 90 degrees F, employ effective means, such as pre -cooling of aggregates and mixing water, using ice or placing at night, as necessary to maintain concrete temperature, as placed, below 90 degrees F. 3.04 PUMPING OF CONCRETE A. If pumped concrete does not. produce satisfactory results, in the judgment of the Engineer, discontinue pumping operations and proceed with the placing of concrete using conventional methods. B. Pumping Equipment: Use a 2-cylinder pump designed to operate with only one cylinder if one is not functioning, or have a standby pump on site during pumping. C. The minimum hose (conduit) diameter: Comply with ACI 304.2R. D. Replace pumping equipment and hoses (conduits) that do not function properly. F Do not use aluminum conduits for conveying concrete. F. Field Control: Take samples for slump, air content and test cylinders at the placement (discharge) end of the line. 3.05 CONCRETE PLACEMENT SEQUENCE A. Place concrete in a sequence acceptable to the Engineer. To minimize effects of shrinkage, place concrete in units bounded by construction joints shown. Place alternate units so each unit placed has cured at least 7 days for hydraulic structures, or 3 days for other structures, before contiguous unit or units are placed, except do not place cornei sections of vertical walls until the 2 adjacent wall panels have cured at least 14 days for hydraulic structures and 7 days for other structures. B. Level the concrete surface whenever a run of concrete is stopped. To ensure straight and level joints on the exposed surface of walls, tack a wood strip at least 3/4-inch thick to the forms on these surfaces. Carry concrete about 1 /2-inch above the underside of the strip. About one hour after concrete is placed, remove the strip, level irregularities in the edge formed by the strip with a trowel and remove laitance. 3.06 TAMPING AND VIBRATING A. Thoroughly settle and compact concrete throughout the entire depth of the layer being consolidated, into a dense homogeneous mass; fill corners and angles, thoroughly embed reinforcement eliminate rock pockets and brmg only a slight excess of water to the exposed surface of concrete during placement Use ACI 309R Group 3 immersion - type high-speed power vibrators (8,000 to 12,000 rpm) in sufficient number and with 5/2013 03310-21 of 23 CITY OF PhARLAND STRUCTURAL CONCRETE sufficient (at least one) standby units. Use Group 2 vibrators only when accepted by the Engineer for specific locations. B. Use care in placing concrete around waterstops. Carefully work concrete by rodding and vibrating to make sure air and rock pockets have been eliminated. Where flat -strip type waterstops are placed horizontally, work concrete under waterstops by hand, making sure air and rock pockets have been eliminated. Give concrete surrounding the waterstops additional vibration beyond that used for adjacent concrete placement to assure complete embedment of waterstops in concrete. C. Concrete in Walls: Internally vibrate, ram, stir, or work with suitable appliances, tamping bars, shovels or forked tools until concrete completely fills forms or excavations and closes snugly against all surfaces. Do not place subsequent layers of concrete until previously -placed layers have been so worked Provide vibrators in sufficient numbers, with standby units as required, to accomplish the results specified within 15 minutes after concrete of specified consistency is placed in the forms. Keep vibrating heads from contact with form sui faces. Take cat e not to vibrate concrete excessively or to work it in any manner that causes segregation of its constituents. 3.07 PLACING MASS CONCRETE A. Observe the following additional restrictions when placing mass concrete. 1. Use specified superplasticizer. 2. Maximum temperature of concrete when deposited: 70 degrees F. 3. Place in lifts approximately 18 inches thick. Extend vibrator heads into previously -placed layer. 3.08 REPAIRING SURFACE DEFECTS AND FINISHING A. Conform to Section 03300 - Cast -in -Place Concrete. 3.09 CURING A. Conform to Section 03300 - Cast -in- Place Concrete. 3.10 PROTECTION A. Protect concrete against damage until final acceptance by the Owner. B. Protect fresh concrete from damage due to rain, hail, sleet or snow. Provide such protection while the concrete is still plastic and whenever such precipitation is imminent or occurring. 5/2013 03310-22 of 23 CITY OF PEARLAND STRUCTURAL CONCRETE C. Do not backfill around concrete structures or subject them to design loadings until all components of the structure needed to resist the loading are complete and have reached the specified 28-day compressive strength, except as authorized otherwise by the Engineer. END OF SECTION 5/2013 03310-23 of 23 Old Town West Manhole Map 19 Manholes 1 • pla 11 ce ;1 :11 1 .I° i rietamost ORANCE C1R Nam` = 4-10-49 •ORANGECIR frrfs•i! Di: h J • 4-10-51 J • r +.i r A' J ' - f- a wes •I —I F. I tied .1a- • small bl ! Tat 3si ' id • 5-10-113 • 1 1.14 J si j J 5-10-114 ,1* ..• arc L j J• r: • J -.1 •-I 5-1 059 • r•ll 5-10-61 • i s 8 4, -i 'I ' ' 1 a ■ I .� .1 o ver •or sr , • 4-10-48 w ORANG ' 11J t ... • 1 4-10-50 ._1 4 J s • -I5 • 5-10-58 Ma> RIM R Z Jrn W PEAK ST 1 t,o 5-10-74 1 aid is lamp nlAlt I U t Asi- i t rj -.1 j la i I 1 LI j 0 jcYPRt_�S 17D CT *► j • J i It LiL) eallair iii el ei t itt ICCE...(21 a �J 1 I 1 T y O J r•� ca 64J J rn J - rn 1 J •01, agiI � i j1 .J' ta-S e i * �RSl _ y B ,EE D - ::+ i a 4 sat ;cv v, Y+ .1 ACpt•E,$RRINvS.CIt- - 3 ` tPitvIPBEL DR-t re► ' .7 6...1 i f�r rr Cs low • • j i ) .1 el j ri :4 „I ' $1 i J .F ..ii ril 4 cm st NODR 1 : -3 i" aktIARIA44firia; °ell II `F? i 1.1 , ri J J J . / i I . .1 jr- t 09 .-% 4-1 0-86 'f•P \ rn • is • • is in o r oR NICE- Sias" re scowims esai _I 1 .1 na so a • 0 E JASMINE Si rt arl 5-1 0-80 earl 0 am 0 rn rig] IttAs usmsimea Zyclinski Park • Alvi to Center • ft.\ rn isa milMiki‘ *MP 20 • ici a. --Ng a el Legend/Notes Sewer Manhole Manhole • • WAGS Sewer Connections Clean Out • • FM Va hie Grinder Pump Plug Reducer Lift Station I Wastewater Treatment Plant Sewer Line Force Gravity 0 NORTH te labs fa le gal, wroth; or su retying pupas& Comments w v V) w `) V) w v V) a) 0) V) Rear Easement 4-4 v N wma a t L. m N Y To 3 ,o t/ a) V) Rear Easement Ally Heavy Woods Ally Heavy Woods Rear Easement i Gw EEE N N G)) V/ yard side Material 4) C 0 N c 0 Concrete Concrete/Brick Concrete U) 4-4 c COi Concrete U) U) C 0 Concrete/Brick Concrete/Brick Concrete Concrete N aNID ) C J 00 Concrete Concrete Concrete Concrete Raven coated It 0 N G ) E m 0 V d' lY d' '7 V V' •zt V V V <1' V ICI' V' V ' t to Depth/Inches tO ID V tD CO lO tD lO ID tD N lD Depth/FT to in to 47 to m V In ID tD to ttl m N V' to Cn V - y s C N-i • O �y in cri y O �y O to O ci 4-i v) O ri m chi p ri In N Ty 0 `..i La Ot Cr 0 ri ict V) CO 0 ri t() to h 0 r-i I to V h 0 ri tf) CO to 0 c-I I 411 m to to o•I e-I r-i lD 0 ci to tD CO O 4-i C}' N ,r4 0 `y LA O CO 0 I-1 La N Op 0 ci I to CO 0 a-1 V Manhole Address 4403 W. Jasmine St 12235 San Antonio Ave 15 wnld 'M TOW/ Austin @ Plum st 2245 N. Austin Behind 2241 Washington Ave IBehind 2147 Austin 2335 N. Texas Ave 2336 N. Texas Ave 2330 N. Washington Ave 2333 N. San Antonio O c O c Q C co°) m Z tD CO m N 12336 N. Pearland 12201 N. Washington Ave 1W. Jasmine @ N. Austin in 0) d ci O 4-+ d W. Pear st @ S. Texas Ave 1W. Orange st Old Town Linwood Manhole Map a In 1 A s • • IL �co. 1 w JASMINE- SI ,z 7 0 pm ikiaMEMI 0 pomt i i 1 ■ ma.111 rJ z PLUM ST rn rJ s 4 CO � 3 Z1 V' s1112 r irL. r so • 1 rr El" 8 111 3 16.4 • 33 Manholes f:. . m • 4 0 r T lost n Ditch• - ■ • • I ■ 4-10-70 4-10-60 TJ as I. 1 4 . %i • I+ ._, E JASMNE ST t 35TEXAS 1� 0-81 Zyclin ski a . 4-11-38 4-11-9 t! ■ 4-11-7 4-10-78 J i Y 4-11 —J arisint 4-10-69 y • 4-11-36 I61 rf 4-11-33 a ..f 1 4-11 41 4-11-35 AJ GE'ST • 0 ,\ 1,1._�4;1.) a.1,1�Jul • �stJIG k;L'A?JD I'uIPI r LNG +% .J J ,.i r.1 J - 4 ma J �J \lI••I set2.3 tit/ ?.\4?:,,,vciikeTh.),` iler\ aro;it .1 set n -II�� ' . 1 •4• 1 � � � J r -4P a 4-11-45i eill�p N 4-11-31 'ii J .J 4-11-40 di j ..,� J 4-11-278£_t41142! — 4-11-280 • anm 4� f1 k t'AC US H IGUTS-LN', 4-11-1201.111 4-11-13 1 l re is' j 8 .a r� 1`.fa r us-r■ _ r ,err w.. "as"- 1 t-s ►- —i—w- ...a > 1,,`I- - › ii ......i i n --- 1 • 1- EPEARST7 .1 Q;s19 C:NV)iO S r .1 c • Gel INONemmaffie lc% ��'�AL�N L. iT■ST��� .SP, ++'"� w LOCKHEEDIt 1S re] tal al Li ELECIICRAFT ST 1 at Z) 4 co 40 L6 8 12 „em ,=M , .1 n 1 8 1' —J J 8 a 1 0 r /J • 1 ;was i samma 1. c-�YN DR mma Off 1/111)1 • r 444 "Sri -1 41 SAC/ 41 rr a. " 111. seei -119 4-11-44 4-11-10 I 4-11-24 4-11-21 t 0 4 w 18 0 45 •• j A • r Nii / Al ' Legend/Notes Sewer Manhole Manhole WACS Sewer Connections -+ Clean Out • FM Valve I : Wastewater Treatment Plant Grinder Pump Sewer Line Plug Reducer Lift Station Force Gravity 1:5,800 NORTH Or be ski b tie ke *gat mantel-lg. nts +-' +-' i--' nt _Y +-' nt U >> > N 4-1 ' nt 5 ' nt Aem nt ' nt nt nt nt a--+4-1 (a nt 4-1 nt let Al C C c a) Easemei Q) Q Q) Q) V) W Q) v) RASP] -C (3 co (B O IVnrrI Ciro - (0 11J Front 1 Front -5 O O O O Q) N .5 Q) Q) a)-1--+ a)C i_O Q) a) L. a) a)OQ . Q) Q) s_L 0 a) a) L s. L L. - L S L. L L, I Q) CC m (a CC Q) CC m Q) CC Q) CC m (o Q) CSC Q CC Cr _ a CC no Q) CC (3 Q) CC -0 -O� 4,Q) _ 4-' . (n V') V) V) V V -I-)-' cn V) ( V) U. Cr) (J) — - a) rete rete rete to rete rete Q) 4-1 Q) 4-1 rete a) 4--' Q) 4-' Q) 4-1 Q) 4-' rete a) +-1 Q) +_ a) 4--1 Q) +-' . Q) Q) a--' Q) +-' rete Q) 4-1 rete Q) +-1 co a) I.S. Q) Q.)Q) S. Q) S. Q) S. -� Q) S. Q) S. a) I. Q) S_ S. a) S_ Q) S_ Q) S_ Q) S. Q) S. ncrel -t--' Q) s_ 'L Q) CU to U C 0 C U C U C U C U C U C U C U C U C U C U C U C U C O U U C U C .� 0 0 U U O O U O U U O O U O U_ O U O O U O U O U O U O U u — O O U U 0 S. S_ S_ 2 coV m o0 _ d' d' in d- Cr Cr Cr Cr d' Cr d' Cr Cr Cr Cr m e1 Cr Cr Cr d' Cr Cr Cr et' ict d- d- d- d- d- d- N CO CO Ol lfl N N to N CO N nth /I nrI Cr CO h/FT 'CrOO M L D cO N W in CO ri CO M �.n N rn N M to to N Lc) Q) (1) on '{ ' L. L. d' d- '-4 c' d' d' D 0 rn CO N 1 11 __AA 1 in M 3 N Cr 1 G. N _ 1 oO N 1 M N 1 O0 to rn 31 N N (m I lfl M I m M I oO cn I lt M l d' N t in 0 O O o o 0 °N° i \-1 N I o M 1 r-1 oO aU M l in N i Cr l -1 ct 1 r1 I -I r1 1 r1 1 3 d- 1 1 o s ' O Cr O O o O r--1 \-I \ -1 \ -1 rail \ \ \-1 r--I I `r 1 3 d- _ ri 3 1t- ci 1 4 ri 1 4 3 mot- 1 d- 3 d- _i ri 3 d- _ 1 d- 3 d- 1 d- 3 d- ' 3 d d- 3 1 d- - 3 d- - d- 1 1 d- '' 1 4 3 d- 1 3- 1 d- 1 act. 7 Wit- c ' I 4 rail ' r1 c-I CO 2 ress c 1 c 4--' r I t � L t � 4--' L..c Main t � 4--' nAve s. 4-' n Ave n Ave S-- s. L L.0 4-1cn L a) r n r rl U E flr CL R n4-1A/[ThriI Betweei to a) c) V) a) ton v) an 0 V) a) Lao 0 0 0 Os. c O c > nge > rand -a ao 11 Chei wie 0 o 0 o w o 0 o_ CO0(0( o W _ 111 111 111 w 11..1 w W— 01 Lii Lii N N V)U V) U C :� ° O i.e. N N Ol Ql CO CO ct' N N M N N N c 61 O c-1 t--1 rI \ -i \ -1 \-1 \ -1 N ` CO s _ > > O CD CD O CD M � Q w La M m U) M CD M lO CO C) CO M M CO CO O O O O O O O 0 -C U NNNNN N N 0 N a) d' N N 1 c O 0 z a (a 0 w z w Comments Parking lot Rear Easement Rear Easement Front Easement Front Easement Rear Easement Rear Easement Front Easement Front Easement Front Easement Front Easement Front Easement Easement Front Easement Front Easement Front Easement Easement Front Easement Front Easement Front Easement Front Easement Front Easement Front Easement i 0 IV L. iY C (1) E 4) h (B UJ Rear Easement Rear Easement m )D Concrete I Fiberglass/Concrete 1� 'Brick/ Concrete r_ a) C I Concrete / T - Liner ' Concrete Brick / Concrete Brick / Concrete Concrete ' Concrete Concrete Concrete CU CU U C u Concrete Brick / Concrete Concrete N v U C u Brick IConcrete I Brick Brick/Concrete 0 U C o Concrete Concrete lU N U C v J ♦- N U C CO •� ++ .�G U U m` COu 2 it 4.5 FT h LL 4 FT 4 FT 4 FT 4FT 4 FT 4FT 4 FT 4 FT 4 FT 4 FT 4 FT 4 FT {{---. 4FT 4 FT 4-1 19 L C) E b a L~l. L~l. d' l~L. L~L, L.L. L~L L.L. l~L. L.L. LL in d' CrCr `Cr Cr CrCr CrCr Cr H d t CO Lfl Lfl Ol lO Ln N M CO ID COLn m l0 If) OnID C0 t\ V c t ri rci ++ o. N CI Depth/FT Or CO Or) t� al 00 in l0 In Ln in m tr.) N M rmi N 00 N d' d' d' d' d' i 0 In c-i O 6�1 N Owl 1 I� m `1 c1 , w M M a1 M r Thal (Mn Ol O 6-11-38 LO r ri ri 1 Ln l� ri r N r�-i r ri ri 1 Ln Ln 01 en m-i W Lin l0 5-11-187 CO CO Cr r-I Ln m N N O N �i Ol CO Ol O N c �i 'ct Ln m O) co O N . �f N 01 rl r1 �i ri ri , e-I 'Cr c�-I i c�-i r r ri reri rI ri , Ln ci ri 1 TH , r Cr rI 'Cr 'cr ri �i 'Cr 'Cr r ri ri , In I ri rl �i ri �i ri rl rl O -C ri ri i1 e1 , LD ri ri ri ri , Ln ri ri 1 Ln ri ri ri ri ri Ln ri ri ri 1 tf), . ' 1 In �-i ci c-1 ci s1 Ln . ri ill . c ci 1 CO �=i c-1 . . ' , w ri 1 ri r H ri 1 Ln ri Lll ri Ln ri 1.f) ri 1 Ln ri Lc) ri , Ul C C ri in ri tf) rl L!) ri L.() rl Ln rl Lfl ri Ln ri Ln ri Ln ri Ln ri Lfl ri Ln ri I.0 Manhole Address 3260 E Broadway 2904 Saxton Ct 2902 Saxton Ct Sherwood Dr 3272 E Broadway Back Alley Behind 2714 Strafford St 2720 Stratford St Churchill St 3302 Hamphire St 3210 Westminster Rd ham St 3207 Nottingham St 3206 Nottingham St 3205 Nottingham St 3200 Nottingham St Westminster Rd ham St 3403 Nottingham St Rd 2810 Westminster Rd Westminster Rd and Yorkshire Ct Westminster rd Between Yorkshire Ct And Castle Ct 2909 Castle Ct and Westminster Rd k Shire Ct and Saxton Ct Walnut St and E Broadway 3207 Stratford St 3217 Stratford St 2903 Castle Ct Ol v-1 ri Q1 ci O N ri ri O N O N ri r 1 5-11-204 O (NI ri r I 111 111 O N c-i ri tfi N N tf1 r1 r-1 r 1 tf1 lfi ri i r ri l lf1 tfi ri I ri ri i Ill O N c-i 01 d' a1 rii c ri ri c-I ri ci ci ri ri c-1 ri LA r 1 a-1 tf1 c-1 tf) c-1 lf1 Corigan Sub Manhole List s.NA_KLRDR Pm. el OS aJ 5-9-88 •r • a a, 12 5-9-179 5-9-87 ■ a 5-9-151 5-9 150 5-9-86 1041. e ,i 5-9-152 6-9-126 as 5-9-78 L.-or 6-9-177 12 4 4 1:1 ,1111111 Willi fetweirrE 11-11t11.111.i( I 5-9-84 to 210 ANO«1NV 5-9-16 6 f unknown 5-9-136 -1 0 0 33 sof a 5-10-187 ..��� •tttt�rl • 3 t 1 j tor 1 • Z -TZ , • 1 . _s 5-10-188 Q, c .�� - d 9 .r �r ' 1-'-' -1, j 5-10-172 5-10-189 5-10-173 1 1 r,J -1 _3 I { , iI 5-9-141 5-9-139 Ai 5-9-138 5-10-194 5-10-119 •1.--:4--'iL" 5-9-91 5-9-143 5-9-140 .1.5-10-190 .,, 5-9-144 ' _ _ , -, • 01....iani „,1,,i, 5-9-137 15-9-156 car• 5-9-89 5-9-142 5-9-153 5-9-90 LEi;Gc i f •f = i ..1 l 5-9-83 ' 5-9-145 1 ....1.eE .mai cj 5-9-146 t R� f t„I41 \vi"t .j < A 1 1 prat 6-9-16 6-9-17` •a a •* A J• -2• 5-9-85 1 6-9-19 6-9-18 r?'' • t_J 1 5-9-147 «.1g.1, j ; J 6-9-87 73 rili GROVITON LN 6-9-138 j�46985 --A ..1�•1'.1•1 1 WoOD\ 6-10-85 ri I i 6-9-137.4lc / ' .C.---P. 6-10-90 -1 -J! i --1 .n1.4 . 6-10-54 6-10-91f - "i Cpt_ ESNEIL DF ki ...1 S ...s ,l ..a , a 18 F ITt= la 6-10-84 0 6-9-88 ,� _� - ' I 1..,j� I i . ._r J�— Unknown ErE�z1- 1 ,ta .,..� r.l ..•'Drt •� I I --A •il T' - }n °—t J �,e �'{{ i --� PLAYA DR = l , j 1 la t 4 - tJ ilititili lac Jr21 j i ! ♦ .+ c � , • Si-rinifi_a_zje.ial J.,ali: aft J 1 jezi loR L.j. 1311 jg4 bill Aj I j Si J ' ) J 1"Lili am] rirairff li saj ri y ...1 f;N1EF'DEZ _t ._j of 1'-'�7ji —I J 5-10-175 i • i 5-10-176 jO,b 5-10-181 .r E �� APPLE J • 5-10-256 Y 5-10-191• 5-10-192 rat 4.1 JJ 5-10-43 .J -1 Abel 6-10-89 1 i \\ 5j5-10-5 •� ' �' .� 1 J 1 , i si J .11 j eadl a WSJ 1 .1 5-10-174 I 5-10-171ari 5-10-265 �3 , I? 'I Z J �J) 5-10-170 ,s �. 5-10-200 r 0n 5-10-180 _.�_ magn 5-10-179 dal lm—caF 11;13P r cr ♦ .twos 5-10-178 I r mai1 . tz 5-10-177 i I 6-10-39 tel i ' �' 23 /.�r� -. J C1 .1 1 6-10-38 : •.�, � J ' 1 e .•I ..ra 1 _ la i t s ` $ 6-10-87 lit 6-10-88 1 ; al .1 .1 ,eon"j . 6-10-37 ti 3 J , anis . 1 .a Z -iz tort r1 c 1 rA J .1 it •� 'f8 ANA/0i wasps'�"'� �t " J 6-9-86 mas at usititval •- 1 JEF,F.ERSOtisSjr I IN 1 I I t 6-10-86 anal J w -4 . • -' r-1 aSit•eR,n, 6-10-36 1 i Centennial Pak ste • f 4 1 3 Legend/Notes Sewer Manhole Manhole WACS Sewer Connections Clean Out FM Valve Grinder Pump • Plug Reducer -I-1 Lift Station 1t t Wastewater Treatment Plant Sewer Line Force Gravity 1:4,800 1 inch = 400 feet NORTH lhM pvduiiakr nbtr�asJprp srs at y a rd way rot is pap red a is Stabs fa k gg ( &grog orc+�*t9 mom. IMP rlMEPAREO: SEPTE1.el11.41e Front easement Curb Rear easement Rear easement Rear easement Rear easement Rear easement cc C E N a) L. i Front easement cc C E N a) L. cumL0 Rear easement Rear easement Rear easement Side of the House Front easement Front easement Front easement Front easement Curb Rear easement Front easement Front easement u Rear easement Front easement Front easement cc C E iny a) L Rear easement cc C E a) L Rear easement Rear easement Front easement ++ a) 0) vs) Rear easement Rear easement In cc G E a) L. L. Material I i Concrete Concrete Concrete �G Concrete a) U C O Concrete Concrete Concrete Concrete/Brick Concrete/Brick Concrete Concrete Concrete Concrete a) V C O U Concrete _._........... Concrete UL. C 0 U Concrete/Brick Concrete/Brick WAC Concrete Concrete Concrete Concrete Concrete d I C 0 U Concrete Concrete Concrete Concrete Concrete/Brick Concrete U 'L m a) V C O U u ue m U IC COU et et et et et et et et et et it et et d' Ln et it it it WAC et et Ul et et it et et 5302 Woodville In 6--10--85 6 4 4 5406 Groveton 6--9--138 4 8 4 Diameter/1 et d' d' et ,et et et Depth/Inches to t0 V CO CD to M oo to N to N to M U j N N. ri 00 co re. al %a V' ei , In Ln M N 00 14 14 01 co N.ID maLn Ln N N et M CACt WAC N 00 10 al co N co to t— L). O� di In M M Cr Cr a) 0 M "-I N. M W i ' al i to to CO i 1 al In N CO i 1 Q1 Ln in w N co v-I n to Lri d' le i in a1 1 a) Lnn co W i Q1 i to W i 1 41 i to rffil a1 i 1 cn i Ln rmi cn i 1 a) i Ln 'ct d' M 0000 1 O1 LD 00 i a1 i to 000 1 a1 l to ral i i a) i lD a i 1 oi i LD el ' cn i lD a^ -1 i 1 O re) i 1 ri 1 i 1 : a 1 O r i 1 e^i i 1 ei 1 a1 i ' M e'1 1 a1 i lb e-i 1 a1 i i Ln ri 1 01 i i t!1 a -I i a1 i to e'i i a1 i tf1 '�') i a1 i ' tD ei i a1 . Ln r ei i a) . Ln i a7 i If1 O ri i ei i a1 i Ln O O O O O O O O ei i ' VD ei 1 ' lD -C C f6 al i to ei i In ei i e-4 i in ei i M ei i VI ei i In ei Ln ei i In C Manhole Address 1 15401 Carmona Ln len Ln 'Corrigan Dr e n Ln e n In C (Camden Ln en Ln 15005 Camden Ln len Ln 15105 Carmona Ln 5301 Carmona Ln u1 ual on Hatfield Behind side of 5706 Carmona Ln 5302 Carmona In 2705 Livington C O 12707 Livington 2805 Livington I5601 Leggett Ln 5703 Grovton 3011 Livingston Dr 3003 Livingston Dr 15704 Woodville Ln ul alllnpooM ZOTS' 12903 Livingston Dr 2813 Livingston Dr 2805 Livington Dr 15303 Rockland Dr 15306 Apple Spring 5301 Groveton In 5405 Leggett Ln 2806 Neches River Dr 2806 Neches River Dr 0) ...1 C 0) IV 0 N C j J 'a E f6 N. r4 0 m Ln el N N el o LL1 Rear easement Y s Rear easement Rear easement Rear easement Rear easement Rear easement Rear easement Front easement Rear easement Front easement Rear easement Rear easement .a cc c d E O) VI a) 1- ea Front easement Open field Rear easement Lot Rear easement Rear easement Rear easement 4-0 cc c v E 0) VI a L Rear easement Front easement Rear easement Rear easement Rear easement Rear easement 4a cc c 01 E O) LI) a L CU Rear easement Parking lot Front easement Yard side Yard side Yard side Yard side 3 cu 3 d �ra Ln ri) Concrete Concrete Concrete Concrete Brick Concrete/Brick Brick Concrete Concrete Concrete/Brick Concrete Concrete/Brick Y Concrete Concrete Y Concrete Brick Y Concrete Concrete Concrete Y Concrete Concrete Concrete Concrete Concrete Concrete ___.. __. __.................. Y Concrete Concrete Concrete Concrete Concrete U .i m N a-+ 0) L. U C u .Y U L m U .L m U .L m U 7L m U .L m U ass:O m et Ktittetellct 44 ctlitct Kt istsscr lefiztin 111 1.11 LA LEI crezted ctszt sztKt Kt cr se 00 lD M N M N N re. N. LO Ia. N 111 Ct to N N LO M Ch N I� tO 00 rf friel el el el 00 el el rirl eel eel in in Lfl N to 00 to to LO Lf1 01Lf1 CI' L11 Oi et LO L M O� 111 01 Lfl L Buired d' Lfl LID Ln N (Water plant at Mclean I 5--10--200 ' 14 izt M it 01fl l elO rl e l eel em-I N 01 N M CI M N M d' Ol I� co 00 O lO O ID GI 00 O N. N Ol 01 0000 I O1 1 lO LO N N in to vt Li) Itt to 01 0000 1 01 LO to in 0 111 N l O O 00 e-1 e-1 00 e}' CO O el 44 O el Lel 01 O el 00 O M M O 00 O tzt 0c0 O1 i LO ri & e�-I v..1 ' O e^-I I I O e�-1 tit I e..1 I 01 1 to e^'1 O1 l0 ri III 1 O ri I O r , eel l O 1 Q1 i LO 1 01 t LA 1 O1 i in , I di 1 LA I Ol Lfl I 01 Lfl et -I I O1 t Lf1 I O1 i lf1 I 01 I LA O O O O O O O O el i Lfl ei t LO iCI ri LO e-1 Lfl e-1 Lf1 r•I kb el i LO et i LO ei t LO ei t LO ei i LO el i LO el t LO 1 Lfl ei { Lfl ri 1 Lfl r 1 I Lfl r i 1 Lf1 e-I 1 l0 ei I Lf1 ei 1 Lfl ei 1 Lfl ei $ Lfl 5308 Woodville In 3003 Chester Dr 2903 Chester Dr 2upds alddV OTOSI 12903 Trinity dr 5009 Apple spring 5011 Woodvillie dr 5203 Applespring 5007 Woodville 2911 Chester dr 5010 Colmesneil 13011 Chester dr dr 15105 Woodville In 5009 Groveton 12803 Chester dr 5402 Apple Spring c c 'C O. 'Apple spring @ Chester dr Surds aiddd 9T0S 15302 Groveton In 5405 Camden Ln 5301 Leggett In 5405 Groveton In 1 2909 livington 5705 Rockland dr 5405 Rockland dr 5303 Leggett In 5603 Carmona In 5207 Rockland dr 5406 Colmesneil Dr ' In parking driveway of Alendales on Mclean In front of no left turn sign In parking lot of alen dales on Mclean Water plant at Mclean Water plant at Mclean N > til 0) 'D O 00 O.`O O. 01 O eh Lfl O el in e4 c 0.1 E Cl/ VI co CI) L 0) a) Rear easement Front easement I Concrete Concrete Concrete it ct m m orl NJ NIrl CI) 1- m el rag a ao t. 1:: a t11 T8T--OT--S 08T--0T--5 al r 1.0' in ".f1 a 1 O O e-i ' vl e-1 ;::s to MO C O. 2uuds alddd £005 2uuds alddd £005 15202 Apple springs Dr w a) fl. Q. Q m O 0 in CLEAR CREEK, TWIN CREEK & • N r 7 • • a) 0 N 1 N } , .,1 • 0 •c1 s--' eikr r 1 N ArradZor 8 -9 r 1 N . N r • J 1 N it As 1 � a T' t7 1 r • 1 1 CID •N r. r , r 1 N • r 1 N r CO '1 1 1 r sr 1 N •1 • J`. 1 L7.3 6, -S1 r t (y 1 `t N JI ,C�Iv 11�1L1.tY L fZ •.r 1 1:1 1 .1.'J'r--t I N � 1 1 Cr) • 1C?i r1• r 1 -1 1 u 1 , N a l*1 t �s � � • 11 "it:a .:551 1• • • 0s -I' N 1 M r I 1 0 o I 1 a N .11-1 ,I 1 1 r N� l-Ivvtla N NN ' � s— co1 � r O `"" ;�- ;N N r r N��R .• 1. sr, sae • N 1 1 1 • 1' • N r 1 1 �0$ 1' r ". ; i r .•- �N .� 'r (�1 \ N N i ,vst) s r • r r ,f - �`� i6s ei r t : r,, n f� ♦ s N 1 4-`ss• 1 N � ID is r r 1 0 r 1 N 1 r N� r 0 -a s- 1 N • 021 01 N mom r N 1 4111 i • • 00 Concrete 'Concrete Concrete 'Concrete 'Concrete 'Concrete concrete concrete WAC concrete WAC concrete WAC concrete concrete concrete concrete concrete concrete concrete concrete concrete concrete WAC Concrete Concrete Concrete o N f6 'WAC 0 5 concrete Concrete to L fV (aA L 1 2 4r Ln Wac Wac Wac Wac U g i w co E fa 0 d' d' d' d d' d' d' d' d' d d' d' d' d' d' d' d' led d' d' d d d' d d Depth/Inches L() L() CO Ln Wac Wac 00 Wac to um) tb f31 N N in 10 0 ctsl0 Wac t0 0 d d do d ri rt-It\ �`�i Depth/FT in in rt. Lo CO CX) Wac t0N Wac Wac In fn NI FT m to Ln Ln Wac Wac N o0 r d chi 0 ON M N M N m Ol to Lf) �o co rn O fn o0 N 0o I LZ-Zt-Z Ln to ri Co Lf) y O O O d d' N Cl"Sr to co ci 00 ri ri c I d' d rn rl cl M ri N CI d d d d' - x-+ r i Q S O O O O O O �' Q �' r!i ri c-i c-I c-I r'-i ci . i c 1 a I . 1 r-it i . I . I c-i , N , N N r1 N c-i N ci N N N , N N N ri ' N C (a ri ' N r-I ' N ri ' N ri ' N ri ' N ri ' N ri ' N ri ' N ri ' N ri ' N ri 1 N ri ' N ri 1 N ri N ri N ri N ri N ri N ri ' N ri ' N 2 Manhole Address (Knapp Dr Rd '3702 Knape Rd 0. Rd Knapp Rd Knapp Rd and Bobby ST ' 1141 Bobby St +-' NO3 11141 Nancy St 1125 Nancy St 1135 Robert St 11113 Robert St 1170 Glenda St 1152 Glenda St I1130 Glenda St a-+ Glenda St 3525 Robinson Dr 3521 Robinson Dr 3519 Robinson Dr 3515 Robinson Dr 3507 Robinson Dr Robinston Dr Union Valley Dr 1003 Robinson Dr 1105 Union Valley Dr Meadowville Dr 3430 Trelawney Dr 3444 Lethbridge Dr '3444 Lethbridge Dr 13 Lethbridge Dr 0) 0 -a fa N E V) '6 C C N 4) aA .Q co C7 to Ln a .0 (a C 0 ri -C i-' a) ri r-1 ri r1 Concrete Concrete 0 Q Concrete 0 a Concrete concrete concrete concrete concrete concrete Concrete WAC Concrete RavenCoat CO 0 U C N > as cc Co 0 U C 0 > as cc RavenCoat RavenCoat CO 0 U C a) > CO CC RavenCoat M 0 U C a) > CD Concrete M 0 U C 0 > CC M 0 U C CU > CC CO 0 U C v > CC RavenCoat M 0 U C N > CO CC M 0 U C N > 03 CC RavenCoat ca 0 0 C a) > In cc 0o 0 U C 0) > 03 CL U g Ln Wac Ln Ln In Ln in Ln Ln in Ln in Ln d' tcr d' Ct' ict Cf' d' it- le d' l' d' c::p i i' d' se 'a' 'Cp Gt' N Ln i• Wac N to M M CO N U as <0 onenCO M Min Ln Ln as i ri ct d d rl cT rrt i al lD Ln Ln Wac M ET M 15 15 ' LT 22 Wac 1 In 00 00 N N Ql Dl LT LT LT LT Ln Ln 14 14 Ql ri(D NI d' rl rirl rl ri ri ri ri ri ri ri ri ri Up N N M N lD 00 M iiiiiiiit lD Ln 00 O m al N N N 00 N EZ-TT-Z m N A Lfl co N M O N A C lD A N m ZL-TT-Z m m A 00 lD Ac-1 N N. A In M A 8L-TT-Z N Ln A lD N Ar-I Ln N VL-TT-Z 't N lilt Ql N ct ri N A d' m ri N i ri ri tzt A t A -I rl ri ri ri c-1 rlrlrlriririr l rl r ri Ili! N ri N ri N ri N ri iiiiiiiii N " i N ri N rl N rtl N rt N rl N rl N rl N r1 N rl N rl N ri N ri N r1 r4 N r1 N r( N ri N r1 N ri N ri N rl N rtt N ri N rt N (Meadowville and Wheatridge )2 Trelawney Dr .4 Trelawney Dr Trelawaney Dr 3417 Meadowville Dr 13416 Meadowville Dr Robinson Dr 1 Robinson Dr 13420 Robinson Dr 3413 Robinson Dr 3221 Wheatridge Dr 3308 Robinson Dr 3213 Wheatridge Dr Wheatridge Lot 13217 Bishopton Dr Bishopton Dr and Bishopton Ct Bishopton Dr 13114 Bishopton Dr 3115 Bishopton Dr 3108 Bishopton Dr 1.3102 Glastonbury Dr 3102 Glastonbury Dr 3106 Glastonbury Dr IWoodthrust and Glastonbury Dr 3206 Glastonbury Dr 3210 Glastonbury Dr 13212 Glastonbury Dr 13218 Glastonbury Dr 3218 Glastonbury Dr 3306 Glastonbury Dr astonbury Dr 3311 Glastonbury Dr 3315 Glastonbury Dr Concrete !Concrete Concrete Concrete Concrete Concrete Concrete Concrete a, v L 0 c 0 U Concrete Concrete Concrete ,Concrete Concrete Concrete Concrete Concrete Concrete Concrete d' d• d• 'Cr d' 7r d d' Cr d' d- ‘Zr d' d' d' d' d' dm d' d' d' d' d' dm d' M Ws CO co N. to N N. W N. CO N Ni 00 Ol ri ri ri d' d' ri CO CO CO d' rr_i r_i ri 10 oo N N. N, M oo (JD u) N. N. in Ln M rn al d• d d LO CO N. LD in N. tT 05-IT-Z M in in 11 N u1 lD CO N N M lD rl N CD 11 CO in O Ol 11 to d' to l O Ol ri Ln ri lD CO d' d' d' d' ri i I i NI ri `� ` ri ri ri ri r 1 c ri ri ri r! I r-1 a ri ri ri ri r! i "Is ri ri r1 ri N N N i N N N N N N N N N N N i N cal N ri N c-i N N N N N ri N ri N Hickory Knoll Dr 13311 Hickory Knoll 13311 Hickory Knoll 3307 Hickory Knoll Dr 3205 Hickory Knoll 3203 Hickory Knoll Dr 11103 Danbury Ct Brookhaven Ct 11108 Breckonridge Cir 4 A 3310 Glastonbury Dr D5 Hickory Creek Dr L5 Hickory Creek Dr 13427 Hickory Creek Dr 3433 Hickory Creek Dr Hickory Creek Dr Hickory Creek Dr astonbury Dr f2 Glastonbury Dr 13426 Glastonbury Dr 13418 Glastonbury Dr Dr Dr Dr tJ a L (o L (o CO CO N O CD ri ri ri ri ri • • • • • • • • • • • • • • • • • • ,• • • • `Y gate; physi cal Address: etzt �.7 • i=4 • t-St k OSS. S N^v sls i • • • • • • • • • • • • i manhole s ee et • • • • • • • • • • tre- • /2018 ' Mafrhole zo: 2� ( 23 Depth of the manhole: Mai 170, • Material ,of the manh'-'I e: E concrete tJ 13ri ck Fiberglass 4 ' Pvetin • Metal Ring s'7ze:C 24 tJ32 inches tvla.terial been deter? prated: Et Yes or ttNto • Manhole needs to be rehabbed:OYES or QQNo Rehabbed Material ;Ejsuper coat or EZRaven cciat xnfl dw Protector: bYES., or FJN9 • n &teet CI Yer Ftent jr ''ard -ac c a d- ?clo Cr Alloy El Paved Collor* in- Garb D Sidewalk li Bar frtcb Cl Creek -Bottom El Field .0 *ved&.t .sphalr nsez islt: DM. Pretextn Thatalled rj ReplaCed Et Needs inuat• 11 a F -r hig Lv5t 4 at C.674k • • • • 4 • • • • • • Lbp ales • size of'the main:004 6 El fl12 EDS Q2Z9 024 ETdthee 7riches" • The Material of the sewer Pipex QQpvc TIclay , f concrete QQother Needs to' be res ea;l edc rfres or ,„jj No , The metal ring. has strifteth EIYas or flNo Describe the nfi1trRationw l;]king EDotnts ElWai'l [3Nench t invert 9Tap . comments • • • • • • • • • • • • lor Deitch I, J5n..v 't Section • Direction allows Pipe hicites • • • • • • • • • • • • • • • • • • • ▪ II • • • • i • • • • • Phys ? cal Address:, • .0�,�,;f L 7 Role( • • • 1.41 4111 • • > • r • • • • • manhole sh et • • 1 • • • • • • % Manhole za„ " 46 Deoth of the rtanhol ew kCIV\_It Material of the manhole; ZZ • • • Conc.rete EJ Rri ck El Fib erFgla.ss • Metal Ri ng size 7, :Ir'4 02 inches Material been deteriorated:Dees or FANG Manhole needs to be rehabbed.: OYES or LT No Rehabbed Mater:i .l:OS per Coat or raRaven cciat xn fx ciw Protector: h YES. or CTN9 • • Cj" • 4 FT y • 4 L; .er , serik140 • reortieviato Eft S 1 n�--- • • • aocatinrl: II Streot 1 Yard -Front Yard )3aol. Ya d.-$Md'e 0 .Alloy ri Paved Cotwrote Garb jTI $itiewalk 1D Bar 1 dt b Cregli-Bitam Et Meld . a . vedt .splialt' asertDks to n Dish.Pretant Installoci Ej Repla6ar.. Woods!mart EI Pang Lot • • size of the main:004 06 agv010 C]12 015 0 2Q 024 Other iriches' The Material of the Sewer Piper r'_lpvc • 0 Clay . f concrete [Jother • Needs ter be reseal edw r 'Y'es or „X No The metal ring. has shi fted:11Yss or El N Describe the inflltrtation: C]Ririg E]rroirnts Wall LT13 Bit ch f .invert t]Tap comments • • • • • • • • • • • • • • • • • • • Belch await Seen. Median Matvreto • • • • • • • • • • • • • • • • • • • • • • • • • manhole sleet • • • • • • Date: / /2018 Manho7 e 7D t Cl " physical Address: 'nut -YL01/4• Material ,of the man ntoie: t • • • • • 4 1+t • Death of the manho1 a: • concrete L3hri ctc CI Fiberglass • Metal Ring size: ti32 itches Material been deter=r crated : f Yes or D No Ma.nho7 e nears to fae rehabbed: flYEs or LINO Rehabbed Ma.terxi al: super coat or El Raven coat Inflow Prate Lim UYEG.. or CJN9 afigattonit t Tf &` t'e t p y'ad pia .Yareaolc a Curb cis` tl%valk rf Bar bitch u t Dish Dishy Pa sent II Marled RepIaao . • • • • • 0 Rearz n t • • • • • • • • JET Yard.Scro fl ley D Paved Co tarot I=.1 Creek Biottom El Fiala . a ved,..t .spttair' 13 Needs Smart Wa t`Uug Lvt • size of .the main: E34 996 NX E710 012 0 Ci2Q DDZ4 UUother inches' • The Material of the sewer pipe: Clinic C] lay .[3foncrete 00other Needs tog be reseal eth rfres or „ D No The metal ring _ has sM rued: nYes or ONG Describe the infl1t:ra ion„ C Ring CO. lilts tjwafl tThsnch £T.invert tjTap comments • • • • • • • • • • • • • • • • • • • • Benoit ITh.vert Modica ofMaws egices z • • • • • • • • • Date: Physi cal Address: • • /2018 • • • • • • • • • • • • • • • • 4. Manhole sheet • • • • • Manhole in: • r • • • • • • • aL Death of the manhole: • • • Material of, the manhole: rtcconcrete tJrri ckk fl Fiberglass • Metal Ring size: 4 032 inches tMtaterial been deteri o rated : El Yes or E]No Manhole veer s to be rehabbed: ams or UUN° Rehabbed Materi .1: super coat or Li Raven caa xnff cw Protector ElYES . or EjNt7 oea tJu E( Street j17 YYrd Eea&& curb D Sidewalk alert fish; ji Dish halt ' [j Installed • size of 'the maim CJ4 0 6 • • • • 4 eare4t- • 'ce3^C1" '+ q • ti • • • • • j tard »aolc ''"azci-Slcie 0 Ailey p Pa. ' :d otimete CI Bar -Ditch El Cres-Bitom fleZd ved .A.s asr RepIa.Sed. El aiNioects Arnett LI P ng L • • 8 MO 1.2 ED ,.a a 2Q 024Bother' -inches' The Material of the sewer Pipek npvc clay ' concrete natter Needs to be resealed: Cfres or,,,DDNo The metal ring. has shifted: E]Yas or ONO Describe the Infiltration: Ming t] 'mints °Wall LThench t, _invert D T'a.p . • comments • • • • • • • • • • • • ts • • • Pea c 'overt Sortim Db.veetioxi. of Flaws Pip tikes • • • • • • • • ft , Sfax r • , 'R Date: / /20i.8 physical Andress: • • • • • 1.4 • • • • • • • • • • manhole sli et • Manhole XDw (. ! • • 40 • • • • • • • 4' • • • • Depth of the manhole: • Material of the man 'T e: conc±eta Lll3r1 cIc jj pxbergla.ss C P.-ven • Metal Ring size: C 24 [332 inches • • Material been deter-iorated;t]Yes or t]No Manhole needs to Iae rehabbed: [ YEs or EJNo Rehabbed Matart .T; C0super coat or ['Raven coat IntloW Protector: YES. or DN9 • • eettek • t`A-'Urim cig[ThD • 1 • • • • • Aleuts.: f Street 11 Yard:Rad. Eif Yard 0ar=1c E[ Yardade n Ailey Ci Pave &o/wre% Curb 0 Stdetvalk p Bar flrtcb C1 CreoThBcfam C{ Field . [j 4v-etirtA6I taIr asert Dzsb.: fl Dish B sent ' C j Installed 0 f epla&ec . J ( Motu Sett C[ P =*xng Lat • size of 'the main C24 )~16 J8 [2 .0 012 1; 29 G 24 C2 other -inches' The MaterYal of the Sewer Pipe: Jjpvc %O Tay [ oncrete UUather` Needs to. be resealetdw [''Yes or flNo ' The metal ring. has shifted: DYes or t]No Describe the Inf ltrat'ionw C]tz,-ing t12oints [2wal'i Liaench ainvert E]Tap comments • • • • 3' • u • • • • • • • • Bunch /Invert Section • • • • • Ilxreetkm otativo t • • • • • • • • • • • • • i 6. • • • • . , Date: Physi cal Address: • 72018 <0fikv • • • • • bVI a • • • • • • • • r manhole sheet • • • • • f Manhole Z • • • • • • • Depth of the manhole:: • Material of, the man ele: }'Concrete L 3rick °Fiberglass • Metal Ring seer Cv 24 E(32 inches Material been detericrated: ElYes or IJND Manhole neecds to be rehabbed: DYES or LIND Rehabbed Material: °° super coat or Li Raven coat Xnfl ow Protector: elYEs. or [JNO • _location: oshoat Guth Jazsbi X'.t sea± • • • • n Yardarm* Et Yartiaeg Et Sidewalk l 33 r»flrtcb ' El stied 0 .oplai‘d • `7'-� Linos" • • Raven in G. -cct- A eiscrirnewiter V+ 47 yi • El CreQTc Bottom El Ci 7Nects Snsm • • • • • • 4 • .4.11w Dj Paved -Comm -Le Reid . ' ed.N.Asplt it Er Patella glQa size of the Mai n:jj4 LI6 N414 010 f]12 0015 EfzQ CQ24 Dother The Material of the sewer Pipe: jjpvc Clclay E Needs to be resea:lethiC Yes or,,, ']too The metal ring. has shifted: j]Y' s or E11\10 4 -i riches" oncrete Outlier Describe the infiltration; [jMng mpints oWal`I ElBench , .invert FITap comments • • lj • • • • • • • • • Bench t bout Seetio. • • • Dinette-P. oflitortts Sizes • • • At • • • • • • • • • • • • 4 • • • • • wit VI I • • • • • • manhol e sleet ' • • Inetrac • • Date: / /2018 Manhole ID„ Physical Address: • • • • • b Depth of the manho7 ax • • • Material ,of the manhole: LIcone'rete 913rick Fiberglass C1 err-Ven • metal Ring size: O 2M 032 fiches Material been deteriorated:[JYes or O Nn • Manhole needs to he rehabbed: DYES or QNo Rehabbed Materx al:0super coat or Reven cant Intl ow ProteLLor: YES. or EJNO Aar on: Q Street A n ' 'ar d oe. jf 'yard Baez Curb II Sidewalk j0 Bar Dito ;k xser zsT : 1:1 Dish P.zosent filled j0 .2.epl .6ecl. • • A 4 ayrel'Jey" Y . • EF • • El Yard. -Side . W D ?av'eci Coiiora% d Cre§ki-Baitera L7 Field . U ve& A.spltalt 0 Needs tweet El P ling ,Rt size of — h e main [J 4 n 6 n8 MO 012 EI JI.s E 29 024 Pother inches' The Material of the sewer Pipe; Z]pvc []clay .0concrete El other Reeds to be resealeda [res or,,,[]No The metal ring. has shifted: Pies or EINa • Describe the nfiTitration: a-irzg £Liaints tjWaf`i rj13ench invert El Tap . comments • • • • • • • • • 66 • • 161 • • • • • • Deitch f Th nrt Seoon, • 3Dfx`eetttaxi. of It1ar- • • • • • • • • • • • • • • • • • i sA,.14 1(.'KtXk^S Rsuaxral 44.4 • • Date: f /2018 Physical �l � Andress: ` • • •a ,• • • • • • • 41. manha7 e sh6et • Manhole ID: • • • • • t>; • Z I'5T Z Depth of tehe manho7 e: • • • • Material of, the manho 'ez El concrete L 3r-icic [JFiberglass 1:1 fapven eaca- • Metal Ring Size: EJ24 032 etches i a.teri al been deter-i crated: tjYes or [ .No Manhol e needs to i7,e rehabbed: £JYEs or EJMO Rehabbed Material : tf super coat or QRavern coat 'CnfloW ProteLLork;JYES. or EJN9 • • • anent ono D area 0 Yatdaalt D tar -RaeZ rk. curb Q Sidowalk D Bap -Ditch asextDish: Q DI* P,z sent Q wed 0 RtpJ .uod • 4 • • Ci ` e2.d!de Q ,Allay ereokLBottom II Meeda)use • • • • • El Paved Conoxevo . Q :0e6-As ila.i CI5=igLp • size of 'the main: [34 99 6 8 MO 012 0015E 2Q 024 t] othee l Inches' The Material of the sewer Pipe: Z]pvc • Clay concrete Ej other to' he reseal edK[fes or No The metal ring. has shy Vued: r't s or LIND Describe the -1nfi7trat'ion: L]Mrig E]Pornts fwal7 l Bench 1 -invert {rap comments • • • • • • • • • • • • • • • • • • • Bench IXutr et Seaton. • Dfx'cctton of Filowo Mies • • • • • • • • • • • • • • • • • • • • • • .30Cacti 0XI asert Dish: • • • • • 1 • • • Date: / /2018 Physi cal Address: • • • • • • • • • Eta W Nat • • • • • • • • • • • r • • • • •- • • t• manhole sheet • • • • • , r� (_ G Manhole Tv C. (C35 Vt. -the manho'1 e, � cor�c�ate �r7 ck 10 • • • • • • a Depth of the manhol ax 3�T xn • Material ofL� C Fiberglass 0 4au-ven Cestek • Metal Ring Sizes 24 032 inches Material been deter-i prated: Elves or pJ Nm Manhole needs to be rehabbed: E3YES ar ONO Rehabbed Materi .l:00super coat ❑r El Raven cant xnFlaw Prate t_.LarYPs.or EJNy t. Q Shea j j Yard -Rout out N' curb n Sidewalk Dish. ?potent [j Installed • D 0 • • Yard-473-4c Ban -Jakob RopIaced • • 1�( `' "ard-Szae Cl Creekt B&nom II Needs Insatt 44 • • • • rLl • • • Alloy El Paved Coucrete Feld Eyed AsphaWW' El Pe*Ytg Ld2 • size of ->he ma.in:E34 06 Cls nu Cl12 I; x E 29 24 C1other-inches' The Material of the Sewer Pipe: QQpvc *Neel ay e C0other Needs for be reseal eclw[res orJDNo The metal ring. has shifted: rJYes or OM) vet Pit Describe the irift' tration: C]Ring oints t]wa'l'1 LIBench 0.invert E Tap • comments • • • • • • • ll • • • • • • • • • Bea ela. / Xirsrer't Seaton • • • Direetion of nisiwo Pipsgizes • • • • • • • • • • • • i • • • • • • • • Physi cal Address: • I • Material of • $ • • • • 0 • • • • • • • • • • • • • • • • • manhole sleet • • • • • • • • • • • • • • /2018 Manhole ID„ 2' -.II '-n' Depth of the manho7e� \a\w-p si the manhol e • • concrete gr3r`ick Fiberglass Q f ..ver\ Carick • Metal Ring sizes 1, 24 032 inches Material been deter* prated:0Yes or LI too • Manhole needs to tie rehabbed: OYES or ENO Rehabbed Mate r-i?.7,gsuper coat or gRaven cciat xnfl ow Prate ctor: EYES., ar EJN9 J catior1, q &treat l' Grath alert nil t: q Px s n± • CI ' t'd iF.fart q Sxdewvaltc •q Installed • Er 0 i • Bar fitobt Repkkoell • • • b d-Side Creole Belem Feeds Sart 4 a • • • • • • • Alley I Paved Concrete Fleid &Asphialt' q 11kfxtg Lot size of *the mainwEl4 6 El 010 012 15 gZIP C 24 Lzother! s'nches' is The Material of the sewer Pipe: C pvc 10clay 'concr'ete [lather Bleeds to' be resea.`I ed: [Yes or •„[] No The metal ring. has shifted: [Yes or quo • Describe the in•M1tration: C0RIng gtirr*nt•s 0wa7`l gBench Invert El Tap catnments - • • • • • • • • • • • • • Bench. Jbrnrt Section • • • Directionof Flores Ma • • • • • • • • • • fr • • • • • Date: Physica7 Address:, • JC, xa..:. : ti.tF .. r / 72018 • • kor • • •fr .4 • • fr • • • Ma hol • i manful/ e siet • • • • • • • • • ID„ 2 -1 I -PH I Depth of the manhole: tt)N motA \fa Material ,of. the rna, hole:00Concirete .Clpr1ck El Fiberglass Metal Ring size: F24 032 -niches Material been deter'icrated: 0Yes or • Manhole needs to iaa rehabbed„ DYES or ONO Rehabbed Material : CQsuper coat or ElRaven cant 2n17oW Protec,Le YES or EJNo • • accadealz Q Street [l Yard&on h- Curb D Sfdewaik asert night Li DktftPreteat ' [l Itatalied • • • 0 and Back Bar -Ditch, Rcpiaoed • • • � er A f 4 Line' • • Yardatte C1 Crep.iz B6ffom 11 Nee& Imam • • • • • • • • • • raw n raved cotorato N Plaid . a red A thai ' • • size of the mai n k C] 4 0 0 Cl 8 [Ile 12 C] 33 I; 29 C 24 [] other! ` -inches' The Material of the Sewer Pipe: Clpvc •LJc1ay .ClCancrete Outlier Reeds to' be reseal adw Cfres or,,,C]No The metal ring. has shifted: ClYes or CND Describe the of ltrat'ion:n ng LJ?Dints C]w'aT1 El Bench C -invert tiTap • comments_ • • • •; • 4. • • • • • • • 4 • • tie • • • • • Bench /far ort Seaton. • Pipe. gizes D, rectt0n Fittivrtio • • • • • • • • • • • 4.6 • • • • Date: • • • • • _ altar .} Phys7 cal Address: • l • • • • • • • • • • • • • • • • • • • manhole sh6.et • • • rY; r• • ke lob " ,rar = • • • /2O ,8 Manhole In x Ze,~`! `0 Depth of the manhol et L&+h >2dd 3tFL4 • Material .of the manhole: gCon&ate ,CJ&r7cic [jP her=glass • Metal Ring size: 024 D32 inches Material been d-eteriorated xgYes or [Ne Manhol a needs to be rehabbed: OYES or EiNo Rehabbed Material: gsuper coat or ERaven coat infl ow Protector: f YES " or qN9 • • • • _location: II &tract q , ardEtaat q Yard r1c 1-4- Curb q sidewalk q ]3ar hrtob asertDzslut q Dish. PrKitmit qirtintaliod L..l RopI . e . • • • • G1 Pu--ver\ r 4 1.41n t.s Rr0 Yazd.-ude Cre c-Bi ttom Noes s Than • Carta- • • • FT • • • • 4 • q fey q Paved -Connate El Meld . g4vedrAsp-Iaair q Sig Lot size of main: E16 08 010 012 015 0.4 024 gothep inches" The Material of the Sewer Pipe: C]pvc •Liclay ,gconcrete [lather Needs to be reseal eth [des or „ONG • The metal ring. has shifted,: QYes or El No Describe the 7n'Nltrtavionng 03❑=ruts q 'al'1 gwench tIinvert [imp comments• • • • • • • • • • • • • • • • • • • • • • Bench 1 ].vert Section 30Sroa#San of Awes Makes • • • • • • • • • • • • Iry ,• • Date: Physical Andress: • s • • • • • YggiOrai l /2018 • • 0 4 nit • • • • • manhole cheat • .t,t) • • • •.. "'4 Manhole Ep„ `ra --1 k - II Depth of the manhole: Material of the manhole: E]concfete . 13rick EJF=tberg1ass a Pwerl est t- • • Metal Ring size:024 032 Thches • • Material been deterioratedxfyes ar 0 Nc Manhole needs to 1:?e rehabbed: OYES or LINO Rehabbed Material ; 0super coat or EJRaven cciet inflow Protector: L3YES. or EJN9 • • • 4 4 • • • 4 .2- • ti c • • • • Angolan: fli Street [( Yuccliannt E[ lard 4anlc rj I`'ard- r e ' 0 Alley El Pa 'ed ouezate curb }-T sidewalk lij Bar -Molt Cl Creelet barn CI Maid en %wedt.t .shhaIr alert Dkkt ci Dit Pr sex 0 �tiod er 0 Repia . El Toads Tnse t f l Paing La size of.tha mao marl CZ6 LI3 [110 Li El EJZQ El UUthevj Inches' • • The Material of the sewer Pipe: Qpvc .tjcley . EZconcrete pother N.eeds to. be reseal eda Wires or 1 j No The metal ring. has shifted: Mies ar ONo Describe the 1nf-iltrat`en: C]RinN 0,Joints [wall 0Bench .-invert LiTa.p comments • • • • • • • • • • • • • • • • • • • • Bona"Invert ettuu flteeel kn of knees Makes • • • • • • • • • • • • • • • • /2018 Physi cal Le_th Address: • •14, • • • • • • manhole si7ee • ,• r-.a • •.- . • y • • • • • • 4 Manhole XD: Z ' ` ,.z Depth of the rnanhol a: F-'x -,-:.' ,s, ,rye, r zJ 2. • • Material , ref the manho'I e: C ono'rete LD l3r is etc Metal Ring seize: C 032 inches Material been deteriiGrated; Wes or C]No Manhole needs to be rehabbed': CJYES or CZNo Rehabbed Materi .l: El super coat or El Raven coat Inf1oW Protector: eyes-. or CJMO aocaticau 17 Street Cur' asert liighlt' Bossz± • • • • • p .''ard 'aa El Yard 313ga p Szdewaik p Bar �rtoo! had 0 Repkk ed • CI Fiberglass [I erg nt rDeitkirnei--erm 1.51-+ 97: p • • • • • • E( Y&d- e fl .fey- El Pav'e& Co ore -to 71 Cre4B t ttom Ef Plaid i.:ved. .t ,spdhalt - Ll Nears Insert a Sing Lost size of the main: CD4 C 6 Cis DU 012 zxS r129 C924 C1other -inches- The Material of the sewer Pipe: Clpvc jjti y CQconcrete 0other• N.eeds to• be resealed: tfres or„OONo • The metal ring. has shifted; [lies or ONO Describe the inf-iltrav4on: Cl ,ing CJPo4nts ETV/ail CJNertch CLinvert amp • comments • • • • • • • • • • • • • • • • • • • • • • Dir'eeton of Flows `ipegi • • • • • • • • • • • • • • • • • • • r • to • qiNP. rA z �W0.r J.i4C w11100.- rWi eg • • • Date: / /2018 Physi cal Address: Material • • fro udg •k• • • • • • • • • • manha7 e sheet • • • • • lb • • Manhole Iv; - 11 4 21' Depth of the manho7 e Olt • • 39-aa -112e4mq„)6e,vi: • • of the ma ' o7 e: El Con+creEe OW c1c El Fiberglass 0 men 4- metal Ring Size: 224 032 filches material been deterjGrated: Elves or EjND Mantle] e needs to i?a rehabbed: DYES or EJNQ Rehabbed Material: El Super coat orx EJRaven coat Infl aw ProteLLar: El YES or Orgy • aouatiam: II Street q t'd F ad Elf '•aid BfaiTt Curb [i Sidewalk 0 Bar Ditolt xsert Oda u .DM3.P.raerit Tamed j RepIaiec. • • • • • 4• • • • • • • • • i u Y"e7:d ice 0 .Alley ED Paved -Comoro b Oe01031tom CI Field . u .vad that ` Li 1'oeds Insert P ` eug Lit size of "the main: El 4 C0 6 Li to C312 Ca is u 29 0 24 EMU -lets: The Material of the Seger Pipe: QQpvc 12clay . 0concrete Dottier Needs tog be reseal eth[fres or plc The metal ririg. has shifted: Eries or t]No • • Inches* Describe the -infiltrations ElaTrig L roints E2Wall EjBench alnvert ElTe.p comments • • • • • • • • • • 11. • • • • • • • Batch / Invert • ! rett1on. of Mows Pipe • • • • • • • • • • • • • x • • • • i 1.4 • • _�.. , ..: • Date:/ Physical Address:. • • • • • rt • a• • • • • • • • • manhole sheet • • • • • •'- • 4 • /2018 Manhole XQ Z - i �at Depth of the manho1 e x FT es 4. cti(& • rhuldoutivitte_a • Mat, r"ta1 ,of. the manho'1e:jjconc&ate Lj&rick Efrlberglass Cl Pp -yen eaccla Metal Ring size: CQZ4 0032 inches • Material been deteriorated:ElYes or E No Manila] s needs to I?e rehabbed: CTYPS ear N° Rehabbed material : Clsuper coat or ZjRaven coat xnf'1aw Prate c,Lor: JJVHS. or QQtqo • • • • • aoe zon; II Street a .q Yad. Q, L U hard -aet U YaxdrISide C;3 Ailey D PavedComaraa° l' Curb Et Sidewalk Barfztoh CI Cre SB tiam ET Reid en frail,•..siiliai ' alert ith.: Disb.P.reRant I-[ Stalled 0 Rcpl .&ed 11 Needs tns N 'a -fug Lt5t • size of • "the main [34 r] 6 El 010 012 Z.a E z9 Cl24 El Other inches' The Materi al of the sewer Pipe: C.jpvc 00Clay . f concrete Bother Needs to be resealed: ClYes Tha metal ring. has shifted: DYes or FIND Describe the infiltration: Oiling EDDInts DDwa'f CQaench t!Linvert t Tap • comments • • • • • • • • • • • • • Bench / invert • Median. of noreis Pipe gzes • • • • • • Or • • lir • • • i mate: Physi cal Address: • • • • • • • • • • • • • manhole sheet • • • • • • • IP % /20 ,8 Manhole zo: w I `Y Depth of the manho1 ew fl s p Material of. the manhole: Q concrete t3Bn•1 ck Q Fiberglass • Metal Ring size: Q24 032 inches Material been deterioratedxQYes or Opp Manhole needs to 17e rehabbed» QY s or UNo Rehabbed Material ; Q super coat or 0 Raven cciat 'nfloW Prate ]YES, or tJN9 • ao z�nw II &cant r QYard-Ronk n Yard 4=cc ft Curb Sidewalk Q 13ars•Ditelt aaertDish: Q mairretmr± • Q !totalled Q Repiaeed • • o eri Wit" n.44 • • • • • • • • • • • • • • • • 4 CI " d- ido Q Ailey Q Paved-Ceitorete C1 Creole-Bitam ti[ Field . Q ` et ..spira.1-x' 13 Needs mom Q P 1dug Lot size of 'the main : Q 4 Q 6 1;j 8 [] 1.,o Q 12 EI 3,..S JZJ 9 C0 24 Q other. •iriches' The Material of the sewer Pipe: E] pvc Q CT ay Q concrete [lather Needs ter he reseal edh Wires or ,,.Q No The metal ring has shifted: QYss or Otto Describe the •Inflitration: 3Mrtg Qaalnts t]Tnra1'1 L]aench E rinvert amp • comments_ • • • • • • • • • • • 4 • • • • Beach Invert Section • • • • 3:greet/on of Flows • • • • • • • • i • • • • • Date: in I • • • • • • • • • manhole shaat • • • • • • • • • • • • /2018 Manho'I e ID: 1 1 Dept , of the manhol e Phdr-i cal S Y1 Address: I kll� • • • • Material of. the manhol e: fl concrete L0 f3ri ck Meta` king size: Q24 0032 inches • • Fiberglass Material been deteriorated: Yes or flwo Manhole needs to k?e rehabbed: DYES or U No Rehabbed Material: taSuper coat or ['Raven cdat Inflow Prate c.Lor:IJYEs.. or E Ne • onion, II Street }i•Curb • q Yard -Ronk Ei Sidewalk mural -kW U DJth Pronenk ms ailed • • • 0 • " ' rd >BacXc e d-Side Bar-Ditoict El Cret;To-Bt tiora Rollin:e1. 0 ' TbedsSuss f 0 N • • • • • • • • .Alloy Paved Cottorate Field .0 344ivedt s ita1 ' size of *the maina04 O6 O8 010 []12 DL5 tzttzg 0024 UUo- he nches' The Material of the Sewer Pipet( Qpvc •[j needs tot be resealed: [fres or,..IINu • The metal ring. has shifted: XTYes or ZlNo Describe the In 'i1tration: LIR.1rig ED oints wall t3Bench alavert E]Tap • • comments • • • • • • • • • • • • • • • Belch / Myatt Swum • • • • • • fljrirlkn of Flows • • • • • • • • • Sy • •. r. • • Dater Physical Address: • • • • • • • • • Ill w*• • • • • • • • • • manhole shest • • • • • • 4 /2018 Manhol e if) : ! `71Depth of the manhol aw • • Material of the manhole: El conci+ete LJDri ctc L] Fiberglass Metal Ring size: t]24 Lf32 inches Material been detericrated: L]Yes or L Na Manhol e needs to he rehabbed: OYES or LINO Rehabbed Material; El super coat or QRaven coat xnfilow Protector: LJYES. or OM? _fin 031; IStreet Il Yard -Front l' Curb [( SHdewalk alert flfsh. Di b PmEent ' Q Installed el 14 • • 0 • • • lalcglea esc.ecl- • • 11 urteic t,.es a It • tar& auk C[ hard de Bar flrtelt El Cre T* •Bottom RepTaced. [1 NeedsInsult 0 • Ailey N.exd • 4 • • • • Ll Pa-ved Cotcrete U ,4vadtirelstilalr p Paling La 4 size o:F the main : L14 6 LIB Elio GZ 12 LZ 1.5 E 2Q LQ 24 others T aches' • The Material crf the sewer Pipe:Qpvc trIc1ay.L concrete E1other needs to• be reseal edw [Yes or nLNo The metal ring . has shi Red: LtYes or LINO Describe the Infiltration: El nu L],o4nts L;jwal Ltwench LLinvert LjTap • comments • • • • • • • • • • • • • • • • 1Betch /.sell Seetion • • D3ree&rn of + an' Pipe Skes • • • • • • • • So • • • • v. • • • • • • • • • • • • • • • • • • manho7 e slie"et • • • • • • • • • • • • Date: % /2018 ' Manhoi e ZD � 2 _ 1 �� J2 Depth of the manho7 ew Physical Address: Mat6r1al of the manhole; L oncrete • • vs • • 313r1ck El Fit bergl ass C :15pier\ Metal Ling sizes C324 E 82 inches Material been deteriorated: t]Yes or I~l do Manhod e needs to be rehabbed: OYES or [JND Rehabbed Materi l: °°Super coat or El Raven coat Xn low Protector: JJYES . or um? • • if Unec trr4 • • • CI o . • • 4 • :,gin a -Flom Q &soot i [j Y&.Cd P'zons }j hard Beal. m Irg d.- zr e El .may Ell Pav'ed Cottorete i :f' Curb n Wawa( rj Bar Satob El CreQQaQftom E[ Field . Et ed.fisphaX ' asertDish: ri Mil ?rent [j Installed II Repla6ed .11 Needs Smart L-I F'a``:kngLot • 4 size of the main: El 4 00 6 LI8 Elio ri 12 E315 I; 29 C0 24 I:7 'other!' i riches' The Material of the sewer P`i pe: Optic •Z clay . Ljconcrete E] other • meads to' be reseal Ed: [ es or pm) The metal ring. has shMftedk flYes or LIND Describe the 1nfll1tra ion: LjP,ing Dints Baal tTsnch nvert E]Tap • contents • • • • • • • • • • • • • • • A • 3D.ireettoxn. of a ai its • Beech I,fame t Small -on • Pai • • • • • • • • • • • • • • i e ,• • • • • • • • • ;.. —veui ; •L p if avatar • • • ' Date: / Physical Address: Oh 3 • • • • • • • • • f manhole she. et • • • • r • • • • • • • • /2O18 1 Manhal e XD: Z - tt I 1 3 5- Depth of the manhol o: 22 la aeyl z Material of. the manhole: 0Conc'rete LJDr-ick [JFiberglass !J l- Metal Ring size: C]24 r132 inches Ntaterial been deter-?oratedxly]Yes or t]No • Manhole needs to be rehabbed: []YES or E]NQ Rehabbed Materi a.l El super coat or ET Raven eclat xn iaw P'rote L.Lor: byEs. or LfNy • • 14 :on 11031! El &root I El Y&dRa Eif tard-43-set I( Yard -Mile fit- Curb II Hzdevralk p Bar -Di Cl CreekB6ttum usertDislit DI* P.zosent [j Installed 0 Repluoed II Needs Iusatt • 4 • try ONO F+ 4 qt • LI ay CI Paved Cottereto FI Field • Ci , 'attr•. sjhtalT' El E'`king Lot size o'f'the main: CZ4 f j 6 C 8 010 012 ElJ,.5 Eiz9 024 other -inches' The Material of the sewer Pipe: pvc 40 clay . tj concrete El other • Needs tot be resealed;; Cfres or •,.11No • The metal r�in . has shy rt;edx eyes or 0ND Describe the sinil ltrat7on:ClMrig Opo"ruts tiwalBench -Invert E3Tap • • comments • • • • • • • • • Bench d',weft Sedan Pipe Sikes DDfeetinp. of Ficows • • • • 4 i • Physical Address: a • IP • • • • • • • • W • or • • • • • •r • • manhole sheet • • • • • • F • • • • • • r •ab • • et; frn /2018 Manhole 1M: z.,+ 1 b Depth of the manhol • • ?Ars eni ,4aihut(g;Dt Mat trial of. the manhole: concirete f Jjrickc []Fiberglass • • Metal Ring size: 024 ET32 inches • • Material been deterioratedxt3Yes or 0 1\10 Manhole treads to he rehabbedw DYES car EJNO Rehabbed Materi al ; Llsuper coat or EJ Raven caat xnf1OW ProteILO YES or ElNQ Q Street C(` Curb asert 3izsb: fl 3 Lt P.re eot • 1:1 Yeavd Rout Siclawa1k Thtd%d a a n • 4 • • • CifX • • • • Thd B-ackk Y&cL-8Md'M L:( Alloy 1:1 P .wec Concrete Bar -Ditch EI Cr'eQ%- BQfom Field , 34v'ed As fi tal ` Repl .ced } { Need's Susr Ei Paft g Lot • size of the main: E3 4 0 6 El 8 010 Dr 1a 1.5 1129 024 Bother inches • The Material of the surer Pipe: pvc Delay concrete El other Needs to• be reseal edv [Yes or .•No The metal ring . has sill fted: Dyes or ENO • Describe the infiltrations El Ring Eiio nts tjwal'1 tjBench Eli nvert E3Tap • comments • - • • • • • • • • • 4 Bench I In.Y+ rt Section fl rectical of Plows Pipe Sizes • • • • • • • • • • • x IP • • • • i r • • • Date Physi co.T Address • • • • • u• gat t • • • • • • • • off • • manhole sheet 4 • • • • 11. • ram. • • • • • Manhole XD: 2 hi -Depth of the V 1Z 1*1002,E D 2 " • Material of. the manhoTa< E]Concinete EThrick Fiberglass • Metal ping size:024 ET32 inches Material been deteri orated x tJYes or t] No Marshal e needs to be rehabbed: OYES or rrND Rehabbed Material : 0 super coat or El Raven cdat Inf9dW Protectory.11YES . or E,TN9 liontriinan usertDisk: • 444 4 f Street Q Yard -Ronk j Curb Q Sidewalk Dish P.z s ut LTIts-tuned 0 0 0 • • • • • • Lard B•ac p Yard. -Stele Baraaitoia El Cre k Buttam Rupluedcd. f{ Insatt 3 El • • IA I • • manhole; • • 11. al Cog • • • • • Ailey Et Paved Cotorete meld . a rodrr sla aW C1 P `king Ltit • size of the main : 04 06 Cl 8 El 10 D 12 El 1N Z9 0 24 other; 7 nc ►as' The Material of the sewer Pipe; Opvc •] cl ay n concrete °°other Needs to be resealed: 0Yes or,,ONG The metal ring. has shifted; LfY s or LINO • Describe the infiltration; ElRIrzg onts t]wal't LIBen ch EL.invert El Tap • comments • • • • • • • • • • • • • • • Bench "invert • • • Dtreetion oflbws Pipe Sizes • • • • • • • • • • • • • fat. ,..gi.� , physi cal Address: 3 Pir • • • • • • manhole shoat • • • • Pe - • 1 • • • • • • • • r 1 :Ave 3-4 Depth of the manhole:, 3 /•� • • • Mat'Ma•nri al of the manhole; Conciliate t J r3r7 ck Fiberglassalav metal Ring seer [J24 1 2 inches Material been deter''i or ated: EEYes or f No Manhole needs to be rehabbed: BYES or [TNo Rehabbed Mater'i al : [super coat or [j Raven cciat xnfldtryt Protector„ JZYPS, or EjNa • • A L;n eci s M :t • ettek • • • CirX • • • ',on ion: OP Street I q Yard -Rae Elf Yard -Bads E( "Thrd-Side C( .flay El Paved ougzate r(' Curb C[ Sidewalk 0 Bar D-rto% Cl Cracks -Bottom El Field . fil vedr+.AspIial ' asert flisl .: j Dit Pxt nt - [i Malted ill Replu a . II( Needs 3st El P *ing Lad • size of •the main: 04 6 98 010 [J 12 15 0 szq 24 0 other. 1 riches' The Mater"dal of the surer Pipe Elpvc 'El Clay.Qconcrete [lather Needs to' be res eal edx Wires or ,. No . The metal ring. has shifted: EJYYs or QNO • Describe the 1ofiitratian flRing tiaofnts f jlAraI`I Ej a ench nvert EJTap • cornntents • • • • • • • • • • • • • • • • • Bench "nwelt Swum • • Medical. of AMAPA BgteaS- • • • • • • • • • • 4 i 146 a • • • .,n • • - is t R` • • • C.Date; / /2018 • • • • • • • • manhole sleet • • • • Manho] e XL): Physical A t (� t 3121C-�t, Address: • • • • • • • • • • • . itDepth of the manhole:: • Material ,of the manhole: cone'rete LThr7cic []Fiberglass • Metal Ring size: C 4 IJ32 inches 1r0.teria-1 been deteri orsted; t]Yes Old t No Manhole needs to be rehabbed.: OYES or EJNO Rehabbed Material r Ejsupe.r coat or EfRaven coat in•Flow proteLLor: bYl s.-or fNO usert Dist„ II &treat Yaeolaatfk X Th Curb N sidewalk 7� Dish pzvseat II Thstalled 0 • • • • • C0IRyden. Y • 1MUnec 1=(/45 a !`krU • Yard -Baal( El Yazd-!icle Bar -Ditch CI Opole -Bottom. RepIa6od. 0 ' Beds Snsert El J1 • • • • • • • • D Pave&Concrete i .0 "s' rotp..s iStal-l:- El P kbng Lit: • size of the maim El rib 8 010 fl12 01.5 E 29 E124 Other!' Inches' The Material of the sewer Pipe: t]pvc 12clay flconcrete Outlier • Needs try be resea7edh [Ties The metal ring. has shit Red: ri*Ves or L]No Describe the infiltration K El King rD pints tj wall LThench IJ. i nvert I; Tap • • comments • • • • • • • • • • • Deitch / invert Settion iftak a i. of +7[1aW ' klper` • i •r • • • Date: I • Physical 3Address: 3 �Z1, � bW'lf, • • • • • • • • .• • • • • • • • • • • al manhole sheet • • • lb • • • • • • A /2018 ManhoT e ID; 2 l _ 22 Depth of the manhole: FT • Atm • Material ,o'? -the manhole: Z concrete D rick CJF!berg1ass • ▪ metal Ring size r 4 0032 inches • • Material been deter? orated: LDYes or LT No Manhole needs to be rehabbed~ IJY. S or EJNO Rehabbed material: DDsuper coat or ['Raven cdat tnfldW ProteLLorCJYES. or or • gin» oan 11 &root 2 El Yard -Rout L3' curb C( *dewaik asert l Mt Et Mth P.resezt Thstelled • • 0 • • • • • 0 R; J - ei-dt ` r+ drA • • • • • • • irgxd-B-art Li Yard-8Mo #1 .fey EJ Paved -Case Bar -Moil Cl G e k Battom El Meld 4ved f sphait' Repta ed it Neods Tser 0 P t»k ug LQt • • • size of • *the main:04 TJ6 El 8 010 C112 J.5 El2Q 024 06-tha (� -inches' The Material of the sewer Pipe) Dpvc •rjclay .0 concrete QQother Needs to' be reseal edx cfres or •, ma The metal ring has shifteth UUYss or El ND Describe the infiltration: Li Ring t].1 ruts Ilan LT Bench Qinvert fiTap caririents • • • • • • • • • • • • • • • • • Bench / invert Smarm • • flxreeettan of Awes Pipe. • • • • • r manhole sheet • t' f GENtRAL Th aRI4411 Date: / y/2018 Manhole ID: Td-1i 2' Depth of the manhole: FT PhyY sical 3 221 kiteP,(.f(r b( Material of the manhole: []Concrete []Brick []Fiberglass Metal Ring si ze: [d]4 [] 32 inches Material been deteriorated: [Yes or []No Manhole needs to be rehabbed.[ YES or []No Rehabbed Material.[ super coat or ❑Raven coat inflow ProtectorYES or []No Linef Oyes 01N0 .Di mnefief r i 1 n cin es _l-, Location.: 0 Street ❑ Yard -Front ❑ Yard -Back ❑ Yard -Side ❑ Alley 0 Paved -Concrete Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom ■ Field ❑ Paved -Asphalt Insert Dish: ❑ Dish Present ❑ Installed ❑ Replaced ❑ Needs Insert ❑ Parking Lot • size of the main: [] 4 [] 6 Eli3 [] 10 [] 12 ['l:5 [] 20 [] 24 []other inches The Material of the sewer Pipe:[. 6c [Clay []concrete []other Needs to be resealed:[ Yes or []No The metal ring has shifted []Yes or [tNo Describe the infiltration: [< Ring []i nts [ 1 []Bench []invert [1oap comments 1 i (1/ 1141C LS 1A-0 i* at &writ t1 yid //I/04( nv,ty (ni- rec,i►'ccK i/t-( f • • • • • • • • /11617t,ate JUL (i°4 cf Ra EVE RIV.CA © Date: Physical Address 2 7 /2018 [15_ % 61--9 manhole sheet fr Manhole ID:\-1(`)-- 1 Depth of the manhole: 54 FTC ',,than I 1 Material of the manhole: [ oncrete []Brick []Fiberglass Metal Ring size: [,]'24 [] 32 inches Material been deteriorated:[]Yes or []No Manhole needs to be rehabbed: []YES or []No Rehabbed material .[]super coat or []Raven coat Inflow Protector: [AYES or []No Location: ■ Street '"Curb • insert Dish: 0 Dish Present • T L;nnec U yes 01(10 ❑ Yard -Front 0 Yard -Back 0 Yard -Side ❑ Alley ❑ Sidewalk ❑ Bar -Ditch ❑ Creek Bottom ❑ Field ❑ Installed 0 Replaced ■ Needs Insert • CPGI-eft ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot size of the main: [] 4 [ [] 8 [] 10 [] 12 ❑ 15 [] 20 [] 24 []other inches The Material of the sewer Pipe: [a-p c []clay []concrete []other Needs to be resealed:[]Yes or Ci The metal ring has shifted []Yes or [-6 Describe the infiltration: []Ring []Joints []wall []Bench []invert []Tap comments (ti-1kC� 1 lirZ i'lc eof a he i'c,pkt C Cet V? CI de)rh-c. • • • • • Direction of Flows Pipe Sizes • • • Date: .-8 / z,J /2018 physical Ri 0 Address' Material of the manhol e • fr • manhole sheet Manhole ID: \I `" ' 4 Depth of the manhole: FT Concrete Mari ck [] Fi berg -lass Metal Ring size: [a=24 []32 inches Material been deteriorated: []Yes or [] No Manhole needs to be rehabbed: []YEs or []No Rehabbed Materl al [] super coat or [] Raven coat Inflow protector []YES or []No 'T— 12W1er Dyes ONO • Location: af Street ■ YardeFiont 0 Yard -Rack 0 Yard -Side 0 Alley 0 Paved -Concrete 0 • Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom 0 Field . ❑ Paved -Asphalt nit Dish: ❑ Dish Present ❑ Installed 0 Replaced 0 Needs insert 0 Parking Let size of the main: 04 06 [1l8 []1O [2'12 []1.5 []20 []24 []other • 7 nches The Material of the sewer Pipe. [ fpvc ❑clay [] concrete [] other Needs to• be resealed: []Yes or []No The metal ring has shifted ❑Yes or Wlo Describe the infiltration: []Ring ❑points []wall []Bench [].invert []Tap comments • • • • • • • Insert Dish: • GEN>uRAY.` TNT RIVXA.TX • Date: / 21/201.8 3S-2 Addressl OL7al 0•vlt4. Material of the manhole: • fr manhole sheet Manhole ID: oPe- IA (et-5 otc)r- Depth of the manhole: FT concrete []Brick [] Fi bergl ass Metal Ring size: [124 [] 32 inches Material been deteriorated: []Yes or []No Manhole needs to be rehabbed:[]YEs or []No Rehabbed Material []super coat or []Raven coat inflow Protector :[DYES or []No Location.: ❑ Street ❑ Curb ❑ Dish Present ❑ Yard -Front ❑ Sidewalk ❑ Installed ■ Yard -Back Bar -Ditch Replaced ❑ ■ LOner yes Ocorlefer 15+ TO Coln ❑ Yard -Side ❑ Alley Creek -Bottom ■ Field Needs Insert size of the main: [] 4 [] 6 [] 8 [] 1.0 [] 1.2 [] 1.5 [] 20 [] 24 [] other The Material of the sewer Pipe []pvc []clay []concrete []other epaares ❑ Paved -Concrete Paved -Asphalt ❑ Parking Lot ■ i nches Needs to be reseal ed: []Yes or []No The metal ring has shifted []Yes or []No Describe the infiltration : []Ring []Joints [] wal 1 [] Bench []invert []Tap comments • • • • • eE • • isz :10, .ftICAn tr ,Rt INI+4 ° EWk. ,. ,y Date: `3/ 9 /2018 • • • manhole sheet Manhole To: 107 Depth of the manhole: FT Physical j jj( H(Gfrofy ki'10)1 h�(/ ii1.Ck,,Address: Material of the manhole.[ concrete [] sri ck []Fiberglass Metal Ring size: [ []32 inches ��- T L "n er l:-.I yes t.! lci D Material been deteriorated: [Yes or []No Manhole needs to be rehabbed*: [''Es or ❑ No etc.( -r+�---- Rehabbed Material [[] s`uper coat or C] Raven coat Inflow Protector EtYEs or []No Location.: ❑ Street ❑ Yard -Front E''Curb ❑ Sidewalk art Dish: ❑ Dish Present [] installed ❑ cm T•t•t.ine-sq. Yard -antic ❑ Yard -Side ❑ AIley ❑ Paved -Concrete Bar -Ditch ❑ Crcek-Bottom, ❑ Field ❑ Paved -Asphalts Replaced ❑ Needs Insert ❑ Parking Let • size of the main: [] 4 [] 6 [] 8 ❑ 10 [J12 C] 15 C] 20 024 Bother inches The Material of the sewer Pipe C] pvc ❑clay []concrete Pother Needs to be resealed: []Yes or []No The metal ring has shifted []Yes or ONO Describe the infiltration : []Ring ❑Joints []wall []Bench [].invert []Tap comments' • • • • • • • • • • • • • I - GJCNI✓RAL YIVI' RMA' Date: / al/2018 Physi cal Address manhole sheet Manhole ID: 36113 Le li-, tie) DR fly >cIL Aci Depth of the manhole: FT Material of the manhole: [Y] oncrete []Brick [] Fi bergl ass Metal Ring size: [b]i4 [] 32 inches Material been deteriorated: [dies or [] No Manhole needs to be rehabbed : [YES or [] No Rehabbed Material . uper coat or [] Raven coat Inflow Protector:[', YES or []No Insert Dish: 0 Dish Present size of the main: []4, [] 6 [] 8 [] 10 [] 12 [] 15 Location: ❑ Street ❑ Yard -Front Curb ❑ Sidewalk ❑ Installed Loner 0 ye S Q Itf 17itti'o'te+e • ❑ Yard -Back ❑ Yard -Side ❑ Alley ❑ Paved -Concrete ❑ Bar -Ditch ❑ Creek -Bottom ❑ Field ❑ Paved -Asphalt ❑ Replaced 0 Needs insert ❑ Parking Lot [] 20 [] 24 []other inches The Material of the Sewer Pipe:[]pvc []clay []concrete []other Needs to be resealed: Ries or []No The metal ring has shifted: aces or []No Describe the infiltration: aging "i ng []Joints []wal 1 []Bench []invert []Tap comments weed 5 fA._ tre-Scoc f L%U'tte Aft 6J 1 n eel +6 Ise k (vie_ e, r ptr • • • Direction of Fiows Pipe Sizes • P I GENtRx. INF • Date: Physical Address: /2018 • 1' • manhole sheet Manhole ID: km4 eP RP AO. Depth of the manhole: 2v e Ea2-- s S "i Material of the manhole: ❑ concrete []Brick [] Fi bergl ass Metal Ring size: ❑24 []32 inches Material been deteriorated: ❑Yes or No Manhole needs to be rehabbed: []YES or NO Rehabbed Material [] super coat or [] Raven coat inflow protector :[]YFs or No Location: 0 Street ❑ 4 Curb Insert Dish: ❑ Dish Present • ❑ Yard -Front ❑ Sidewalk ❑ Installed ■ El Yard -Back Bar -Ditch Replaced Liner L,f 7eS Q IU D • ❑ Yard -Side 0 Alley ❑ Creek -Bottom ❑ Field ❑ Needs Insert size of the main: ❑ 4 ❑ 6 [] 8 [] 10 ❑ 12 015 [] 20 [] 24 []other The Material of the sewer Pipe []pvc []clay []concrete []other ❑ Paved -Concrete ❑ Paved -Asphalt Parking Lot ■ i nches Needs to be reseal ed:[]Yes or []No The metal ring has shifted []Yes or No Describe the infiltration : []Ring []Joints []wal 1 [] Bench []invert []Tap comments • Direction of Fiows Pipe Sizes • • • • • • • fr manhole sheet Date: / 2a /2018 Manhole )_-�I1- 2 Depth of the manhole: FT Physical 4 I, H,`��� v (adce I�� t0 )2 Address: Material of the manhole: [a concrete []Brick [] Fi bergl ass Metal R`I ng size: [F2"4 [] 32 inches Material been deteri °rated Pei<s or []No Manhole needs to be rehabbed: or []No Rehabbed Material : [per coat or [] Raven coat Inflow Protector'[ Ss or []No Location: • • l nef Dyes [ p • • ❑ Street 0 Yard -Front ❑ Yard-Bacic ❑ Yard -Side ❑ Alley ❑ Paved -Concrete ❑ v Curb [pdewalk ❑ Bar -Ditch ❑ Creek -Bottom ❑ Field . ❑ Paved -Asphalt • :rt Dish: ❑ Dish Present ❑ Installed ❑ Replaced • ❑ Needs Insert ❑ Parking Let size of the main: []4 06 [ s []10 []12 015 020 []24 ❑other inches • The Material of the sewer Pipe: ['vc []clay [] concrete [] other Needs to be resealed: [JYes or []No The metal ring has shifted: ❑Yes or [e No Describe the infiltration: [ Ring Eoi nts [1a11 [] Bench ❑.invert []Tap . eels (, re-5 e-e4 comments • • • • • Bench / Invert Section Direction of Flows Pipe Sizes • E • • or • • • • •"4:E2 C, 401 h,`INK ''.*ry.(�i'-:.,(y`�u'.3�� 11:7 • I. Date: Z / c1(}/201.8 Physical Address: manhole sheet Manhole ID: W1,3 Depth of the manhole: 3 C105 /l('c-1 Ory e r &I,c D/? Material of the manhole: [concrete []Brick []Fiberglass Metal Ring Size:Mil [] 32 inches Material been deteriorated:E/I'Yes or []No Manhole needs to be re ebbed:[ YES or []No Rehabbed Material:[ super coat or []Raven coat inflow Protector [ YES or []No • • 1,„ner Dyes efficia • Location: ■ Street ❑ rd-Front D Yard -Back [( Yard -Side ❑ Alley ❑ Paved -Concrete ❑' Curb Sidewalk ❑ Bar -Ditch 0 Creek Bottom ❑ Field ❑ Paved -Asphalt• ;rt Dish: ❑ Dish Present ❑ Installed 0 Replaced ■ Needs Insert D Parking Lot size of the main: [] 4 [] 6 [f8 [] 10 [] 12 [] 15 [] 20 [] 24 []other inches The Material of the sewer Pipe: [ pvc [] clay [] concrete []other Needs to be resealed: Yes or []No The metal ring has shifted []Yes or [' No Describe the infiltration: [Ring []Joints [tfwall []Bench ❑.invert []Tap comments C-e�jU - 17_5. ( • • • • • • • • Date: / 9_,4 /2018 Physical Address: • 1 Material of the manhol e • manhole sheet Manhole Sv\ v\D•cf1 Metal Ring size: []24 M32 I? Depth of the manhole: concrete []Brick [] Fi bergl ass inches Material been deteriorated: [fYes or []No Manhole needs to be rehabbed: 24 or []No Rehabbed Material [] super coat or [ °haven coat Inflow Protector [t]YEs or []No Location.: ❑ Street ❑ Yard -Front turb ❑ Sidewalk Not Dish: ❑ Dish Present ❑ Installed ❑ ■ Yard -Back Bar -Ditch Replaced • T 4 Loner U yes cm _.. __ • ❑ Yard -Side ❑ CreQk Bottom ❑ Needs Insert ❑ Ailey Field size of the main: [] 4 [] 6 [] 8 ❑ 10 [] 12 [5 [] 20 ❑ 24 []other The Material of the sewer Pipe t ❑ Paved -Concrete ❑ Paved Asphalt ❑ Parking Lot i nches pvc ❑ cl ay [] concrete [] other Needs to' be resealed: [?Yes or []No The metal ring has shifted ❑Yes or f]No Describe the infiltration :[ling []Joints []wall [] Bench [].invert comments n-ed re-ct � 1 `ClAl e rt. (p a c J f e ;Fite G'1 /\ (t'. 2) d We'- r,; (/ pi . /Ix.!) P.Glur"v'1 C,Clevid [] Tap • • • • • • • • • • .; I - GEN`.YN .` e 3;:11% A.TZ a N^1 D,a -3 21Rots Physi cal Address manhole sheet fr Manhole ID: tb yjt jiLf/ l� 6..nt7 (\e\ „\Ri Depth of the manhole: Material of the manhcyle: []concrete []Brick []Fiberglass Metal Ring size: ["24 []32 inches Material been deteriorated: []Yes or [3i {Nted. Manhole needs to be rehabbed: EYES or [ Rehabbed Material'[]super coat or []Raven coat inflow Protector: []YEs or [ NO Location: El Street. Curb Insert Dish: ❑ Dish Present ❑ Yard -Front ❑ Sidewalk [] Installed ❑ Yard -Back ❑ Bar -Ditch ❑ Replaced 'T VOiller ye S C7 N o • moe,rneisef F+_ ❑ Yard -Side 0 Alley ❑ Creek -Bottom ❑ Field ❑ Needs Insert size of the main: []4 06 []s [moo -[ 1.2 015 []20 []24 []other ❑ Paved -Concrete ❑ Paved -Asphalt 0 Parking Lot i nches The Material of the sewer Pipe []pvc []clay []concrete []other Needs to be resealed:[ es or []No The metal ring has shifted es or []No Describe the Infiltration : []Ring []Joints []wall []Bench []invert []Tap comments fl r d ` eCei t6 (e Se- T (\rvt,e vvterfol (r vL (ie e d' S • • Direction of Flows Pipe Sizes • • • or PEMLAND TEXAS onvi.t A►Y. TNT' ] • Date:_ ' / 27 /2018 Physi cal Address • manhole sheet Manhole ID: Irk. 0 1.31 sit Depth of the manhole: FT Material of the manhole : [concrete []Brick []Fiberglass Metal Ring size: [A9C] 32 inches T Y p0 Material been deteriorated. []Yes or []No l i �s p red) Manhole needs to be rehabbed: []YES or C] N° �; (A- peter Y+/±1' Rehabbed Material []super coat or []Raven coat inflow Protector:[rts or []No Location.: ■ Street ❑ Yard -Front ❑ Yard -Back ❑ Yard -Side ❑ Alley Curb ■ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom ❑ Field • Insert Dish: ■ Dish Present ❑ Installed ❑ Replaced ❑ Needs Insert • 0 0 ■ Paved -Concrete Paved -Asphalt Parking Lot size of the main : [] 4 [] 6 [] 8 [] 10 [] 12 C [] 20 [] 24 []other inches The Material of the sewer Pipe:[]pvc [lay []concrete []other Needs to be resealed: []Yes or [1-"No The metal ring has shifted []Yes or [] No Describe the infiltration : []Ring [points nts []wall []Bench []invert []Tap comments f rc irte461 24\ (,(. eiLvvel (yv"1 C • Direction of Flows Pipe Sizes 110. GENTRAT� TNT, f Date: / b /2018 • manhole sheet Manhole ID: Is c' t- L Depth of the manhole: Physical` Address 3�'' d iCilinc-3 Rai Material of the manhole: [] Concrete [] sri ck []Fiberglass Metal R7 ng size : [] 24 [] 32 inches Material been deter' crated: [] Yes or [] No Manhole needs to be rehabbed:[]YES or []No Rehabbed Material []super coat or []Raven coat inflow Protector: tfl4Rs or []NO Location.: ❑ Street ■ Yard -Front a Curb ❑ Sidewalk Insert Dish: ❑ Dish Present ❑ Installed El ❑ ■ Yard -Back Bar -Ditch Replaced T Linec' Q ye Q N4 17 ctiYrte+ef ❑ Yard -Side ❑ Alley ❑ Creek -Bottom ❑ Field ❑ Needs Insert 711 (An ❑ 0 ■ FT Owen Paved -Concrete Paved -Asphalt Parking Lot Size of the main: CH- [] 6 [] 8 [] 10 [] 12 [] 15 [] 20 [] 24 []other inches The Material of the sewer Pipe: ❑ pvc []clay [] concrete [] other Needs to be reseal ed:[]Yes or []No The metal ring has shifted []Yes or []NO Describe the infiltration: []Ring []Joints ❑Wall []Bench []invert []Tap comments aeL) ?) W NP, 2.1 Me -fa • • • • • Bench / Invert Section Direction of Flows Pipe Sizes E • • • / 2'? /2018 • manhole sheet Manhole IDI Depth of the manhole: FT S Phcal ,`� Addrysiess: ' 3 tl (icef y Material of the manhole: [concrete C°Brick []Fiberglass Metal Ring size: [3221 [7 32 inches Material been deteriorated: [.-]tSs or [] No Manhole needs to be rehabbed ES or C]No Rehabbed Material.[ super coat or []Raven coat Inflow Protector [s or []No Location.: ❑ Street ❑ • Curb ;rt Dish: ❑ Dish Present ■ Yard -Front idewalk ❑ Installed ❑ Yard -Back ❑ ❑ Bar -Ditch ❑ ❑ Replaced ❑ • ,T " 1:on of oyes Q N D i o .rne i'ef Y } • Yard -Side Creek -Bottom Needs Insert size of the main: ❑ 4 Ca 6 [ 710 [] 12 [015 020 [J 24 [J oth er Alley Field • • %;E.has G ❑ Paved -Concrete . ❑ Paved -Asphalt• ❑ Parking Lot i nches The Material of the sewer Pipe•[T Oclay ❑concrete Pother Needs to. be resealed [ Yes or ❑No The metal ring has shifted []Yes or [ Describe the infiltration:.[ i i ng [32'd7 nts [wall [] Bench Eli nvert []Tap nh.3I &.� h ,� Pc 6e it, commentss ��'< • • • • • • • • • • • • • • • • it- Date: $ / '19 /2018 • fr • • manhole sheet Manhole ID: `1_ I 1 •, C g Depth of the Physicn Address � % RiL(ory %tr e,-4 t f2 Material of the manhole: ['Toncrete []Brick []Fiberglass Metal R7 ng size: [ [] 32 inches Material been deteriorated: []is or []No Manhole needs to be rehabbed: C YEs or []No Rehabbed Material : [ super coat or [] Raven coat Inflow Protector E1YEs or []No Location.: ❑ Street ❑ Curb ert Dish; ❑ Dish Present ❑ Yard -Front Sidewalk ❑ Installed El 0 Yard -Back Bark•Diteh Replaced • manhol e: L;oneA- L1 yes o • O Yard -Side ❑ Alley ❑ Creek Bottom ❑ Field ❑ Needs Insert • El El FT Paved -Concrete Paved -Asphalt* Parking Lot size of the main: []4 []6 [i]s []10 [ 12 []15 020 024 ❑other inches The Material of the Sewer Pipe: [' pvc []clay []concrete []other Needs to* be resealed: °Y s or []No The metal ring has shifted. []Yes or C] Describe the infiltration:[ ing []507nts [Nall []Bench C].invert []Tap comments e fct C_ (es 1 • • • • • • Direction of Flows Pipe Sizes • • • • f'Xt (11a'%' • Date: Physical Address: `2,-( /2018 4. • fr • manhole sheet Manhole ID: 7,' 19 Depth of -the manhole: Material of the manhole: [concrete [] article [] Fi bergl ass Metal Ring size: P64 ❑32 inch, Material been deteriorated:❑] es or []No Manhole needs to be rehabbed: N'YES or []No Rehabbed Material C`super coat or C] Raven coat Inflow protector UY s or ONO Location.: ❑ Street ❑ • Curb art Dish; ❑ Dish Present ❑ Yard -Front © t-Sidewalk ❑ Installed 0 ❑ Yard Back 0 Bar.Ditch ❑ Replaced ❑ T-1.:mer OyeS Ili NO Yard -Side ❑ Alley Creel- Bottom 0 Field Needs .insert size of the main: 04 [] 6 04 C] 10 012 ❑ 15 020 [] 24 []other t) CJ Pave&Concrete ❑ Paved AsphalD • Cl Parking Bait i nches • The Material of the sewer Pipe ❑ pvc [] cl ay []concrete []other Needs to' be resealed: ['fYes or []No The metal ring has shifted []Yes or [/ No Describe the infiltration: C]Ri~ng []Points [{ wall []Bench [].invert []Tap comments (\ 4-7 ice . et Sc L-4� • • • • • • • • Loner Dyes • • • • i GENE} ., • • manhole sheet Li/o D\//2018 Manhole Depth of the manhole: FT Physical Address: Material of the manhole:[ concrete []Brick []Fiberglass Metal Ring size: P'�4 [] 32 inches Material been deteriorated: [jSes or []No Manhole needs to be rehabbed:E YES or []No Rehabbed material: [- super coat or []Raven coat inflow Protector [ YES or []No Location: ❑ Street 0 Yard..Front ❑ YardBack 0 Yard -Side ❑ Alley ❑ Paved -Concrete ❑' Curb ®'Sidewalk ❑ Bar -•Ditch ❑ Creek Bottom ❑ Field 0 Paved AsphaLtr art Dish: ❑ Dish Present ❑ Installed ❑ Replaced ❑ Needs Insert 0 Parking Let • • • size of the main : [] 4 [] 6 [18 [] 10 012 [] 15 [] 20 [] 24 Pother inches • The Material of the sewer Pipe: [] pvc []clay []concrete []other deeds to• be resealed: [1Yes or []No The metal ring has shifted []Yes or []No Describe the infiltration : fi i ng [(Points []Wall []Bench [].invert []Tap comments 11e- -a CL ( Sc_'o,.\ • • • • • • • Direction of Flows Pipe Sizes • • • • • txeb '(; vmime rA xtPi Date: • Ag/ 29 /2o1s physical 1�' C S( ry Circe Address; Material of the manhole: [3 concrete [] Bri cic []Fiberglass Metal Ring size: [?24 032 inches Material been deteriorated: [Yes or manhole sheet fr Manhole ID: 20` 4' 0 Depth of the manhole; 3(I3 7 [] No Manhole needs to be rehabbed: E-Ys or [] No Rehabbed Material ( super coat or [] Raven coat Inflow Protector [2 s or []NO Location: ❑ Street ❑ Yard -Front ❑ . Curb p "Sidewalk rt Dish; ❑ Dish Present ' ❑ Installed • • A-l:,iner oyes a>Uo Di rnel-et ti-+ L Yard -Back ❑ Yard -Side ❑ Alley ❑ Paved -Concrete Bar -Ditch ❑ Creek Bottom 0 Field . ❑ Paved• -Asphalt Replaced ❑ Needs Insert 0 Parking Lot size of the main: [14 ❑ 6 Dig [] 10 [] 12 [115 0] 20 [] 24 [lather ~inches The Material of the sewer pipe ° [1 pvc [] cl ay [] concrete [] other Needs tot be resealed: Yes or ❑No The metal ring has shifted,[]Yes or []No Describe the infiltration :' Ring gaoi nts [ �7a1 l [] Bench []invert []Tap comments Re O. e P7 _c c,( • • • Direction of l io,vvs Pipe Saes • • • • Date: / RI /2018 manhole sheet Manhole ID: :4(Depth of the manhole: FT Physi cal 110 CI Address: to (V tJ Material of the manhole: [6concrete []Brick []Fiberglass Metal Ring size: [fir [] 32 inches Material been deteriorated: [ Yes or [] No Manhole needs to be rehabbed: [ YES or [] No Rehabbed Material : [a4er coat or [] Raven coat Inflow Protector ❑- Es or []No Location.: T L tner u yes • ❑ Street ❑ Yard -Front ❑ Yard-Bacic ❑ Yard -Side ❑ Alley 0 Paved -Concrete Et Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom ❑ Field . ❑ Paved Asphalt* 3rt Dish; [i Dish Present • ❑ Installed ❑ Replaced ❑ Needs insert 0 Parking Let size of the main: [] 4 [] 6 [fa u [] 10 [] 12 [];5 020 [] 24 []other inches The Material of the sewer Pipe: [pvc []clay []concrete []other Needs to be resealed: [ es or []No The metal ring has shifted. []Yes or [ No Describe the infiltration: Ring aJoints t]wall []Bench ❑.invert []Tap comments ii` le-tc>e c7L • • • • • Bench / Invert Section: Direction of Flows Pipe Sizes F • • • • • • rs ,E r RAD .. itl:•:L rhet7 • • fr manhole sheet Date: (Cj / 29 /2018 Manhole Address'qo_ eksfortifury • Material of the manhole: [='concrete []Brick [] Fi bergl ass Metal Ring size:4 [] 32 inches Material been deteriorated: C34s or []No Manhole needs to be rehabbed: C]FS or []No Rehabbed Material [super coat or [] Raven coat • Infl ow protector [ "�'ES or [] No 'T L;nec U yes 6,ine+ear F • Depth of the manhole: FT • Loeatian.: ❑ Street ■ Yard -Front 0 Yard -Back ❑ Yard -Side ❑ Ailey ❑ Paved -Concrete Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom D Field 0 Paved -Asphalt art Dish: ❑ Dish Present ❑ Installed 0 Replaced ❑ Needs Insert ❑ Parking Let size of the main: [] 4 D 6 [c]'8' [] 10 [] 12 [] 15 020 D 24 []other inches The Material of the sewer Pipe • Opvc []clay [] concrete []other Needs to. be resealed: []Yes or []No The metal ring has shifted []Yes or [•]No Describe the infiltration: [V]R g []points []-wall []Bench [].invert []Tap comments rite t' OL._ ife • • Direction of Flows Pipe Sizes • • r, t. GIS ce.''te 22,;1N API4t • Date: / /2018 Physical Address: • Ps • • • manhole sheet Manhole ID: 12i t U Depth of the manhole: FT 32,207 Ric-1 K( I rt o l l Dr Material of the manhole: C] concrete [prick ck []Fiberglass Metal Ring size: C� 24 032 inches Material been deteriorated: [ Yes or []No Manhole needs to be re abbed: CYES or C]No Rehabbed Material : C. super coat or C] Raven coat • inflow Protector CTTYES or ONO • • 'T- Loner Uyes tN0 • • • Location.: ❑ Street ❑ Yard•Fiont ❑ Yard -Back ❑ Yard -Side 0 Alley ❑ Paved -Concrete ❑' Curb Sidewalk ❑ Bar`•Diteh ❑ Creek -Bottom ❑ Field ❑ Paved -Asphalt' ;Ft Dish: ❑ Dish Present ❑ Installed ❑ Replaced ❑ Needs Insert 0 Parking Lot size of the main: C] 4 06 D 8 C] 10 012 015 D 20 D 24 pother inches The Material of the sewer, Pipe Cam] pvc []clay C] concrete C] other Needs to' be resealed: [5Yes or []No The metal ring has shifted []Yes or C]h! Describe the infiltration: CAR ng [points Ciwall []Bench C].invert C]Tap comments • • • • • • • Direction of Flows Pipe Sizes • • • T -4 I..Y1e.c' Dyes I IU D • • I RUIN: AMA. • /2018 Physi cal Address: • • manhole sheet Lie Manhole ID: ±1t_S. Depth of the manhole: FT Material of the manhole: [] concrete []Brick []Fiberglass • Metal Ring size: [ 24 []32 inches Material been deteriorated: Yes or []No Manhole needs to be rehabbed:[ s or []No Rehabbed Material [ super coat or []Raven coat Inflow Protector [ YFs or []No Location.: ❑ Street ❑ Yard -Front ❑ Yard -Back ❑ Yard -Side 0 Alley 0 Paved -Concrete ❑• Curb Sidewalk ❑ Bar -Ditch ❑ Creek'Bottom ❑ Field ❑ Paved -Asphalt art Dish: [_] Dish Present ❑ Installed ❑ Replaced 0 Needs Insert 0 Parking Lot v • • • size of the main: [34 06 []8 []10 []12 C]x5 []20 024 ❑other inches • The Material of the sewer Pipe []pvc []clay []concrete []other Needs to be resealed:+[ Yes or []No The metal ring has shifted []Yes or ['iNo Describe the infiltration: PA -zing []Joints [ Wall []Bench [].invert []Tap comments (Need. re-3c..,( • • • • • • • • • • • • • • • • • / 2,1 /2018 • fr • • manhole sheet Manhole ID: '1 Q&) Depth of the manhole: FT Physical 1 10 3 , o„ U (' L Address Material of the manhole: []concrete []Brick []Fiberglass Metal Ring size: 24 []32 inches Material been deteriorated: []Yes or [ No Manhole needs to be rehabbed:[]/Es or [05N0 Rehabbed Material []super coat or []Raven coat Inflow Protector: r$ ES or [f]N° Location: ■ Street ❑ • Curb ;It Dish: ❑ Dish Present ❑ Yard -Front Sidewalk p Installed ❑ Yard -Bade Bar -Ditch Replaced • • T--Lint(' l,_.(ye S C N 0 • ❑ Yard -Side D Creek Bottom ❑ Needs .insert ❑ size of the main: [] 4 [] 6 [ [] 10 [] 12 [] 15 [] 20 [] 24 []other The Material of the sewer Pipe: [,]-plc []clay []concrete []other Alley Field • • n ch---- ❑ ❑ T,;ie-i s ./ Paved -Concrete Paved -Asphalt' Parking La 1 nches Needs to be resealed: [4]'res or []No The metal ring has shifted, []Yes or [KO Describe the infiltration: [Ring []points []wall []Bench []_invert []Tap comments +0be r<=diced eLint rvNeu pc je 2414 • • • • • • • • • • • • • • • Y "cMoti 3exs..a a RAM�, • • • manhole sheet Date: U / �� /20t8 Manhole ID Physi cal Address: 31 I ci a (% Material of the manhole: 4 6 Depth of the manhole; FT /k. tie s i tj t. % - cc concrete [] sri ck []Fiberglass Metal Ring size:[ 4 [] 32 inch Material been deteriorated: Yes or []No Manhole needs to be rehabbed:DYES or []No Rehabbed Material [Tsuper coat or []Raven coat Inflow Protector []YES or [.]'No L'nec' oyes 0No L • Location.: 0 Street 0 Yard -Front ❑ Yard -Back 0 Yard Side ■ Alley 0 Paved -Concrete ❑ - Curb 0 Sidewalk 0 Bar -Ditch ❑ Creek Bottom 0 Field . ❑ Paved -Asphalt* art Dish: ❑ Dish Present ❑ Installed 0 Replaced ❑ Needs Insert 0 Parking Lot • size of the main : [] 4 [] 6 [� [] 10 012 [];5 [] 20 [] 24 []other 'inches The Material of the sewer Pipe:[ pvc []Clay []concrete []other Needs to' be resealed:[ Yes or []No The metal ring has shifted: []Yes or ['No Describe the infiltration: Ring []Joints [Wall []Bench [].invert []Tap comments (Yi( (i c 2 cjJl , `5i-( CRiael. f t" b'kC °( • tc . 1144/O t • • • • 41-0 efl-t • • • G1t 1t�i:1[ �] NF , fu� • / 2 /2018 physical Address: kl • fr manhole sheet Manhole ID: �11 Tye -'l) Depth of the manhole: Material of the manhole : ❑concrete [] ari ck []Fiberglass 1` 0• Metal Ring size: ❑24 ag32 inches I- et\ Material been deteriorated: []Yes or [No Manhole needs to be rehabbed: ❑YEs or [11\10 Rehabbed Material []super coat or C]Raven coat inflow protector D3' ES or []No Location: 0 Street ❑ Yard -Front ❑ Yard -Back El Yard -Side 0 Alley 0 Paved -Concrete Curb ❑ Sidewalk RI :ar-Ditch 0 Creek Bottom ❑ Field ❑ Paved -Asphalt ert Dish: ❑ Dish Present [j Installed ❑ Replaced ❑ Needs Insert 0 Parking Lot size of the main: C] 4 [] 6 08 [] 10 ❑ 12 CAS [] 20 ❑ 24 []other -inches • • • T Loney U ye S t tkae.i'e F+ (, • • nt.4,eS._---� The Material of the sewer Pi pe [jpvc []clay []concrete []other Needs to be resealed: []Yes or [(10 The metal ring has shifted []Yes or [ Describe the infiltration: []Ring C]aoints []wall []Bench C].invert []Tap comments Inv` 11/2Ve �UG~� • • • • • • • • • • A.61s.?e c 4i,'X trdc, i L 1, ate_ 3x:.:aPj• •t .f •.Cr/ tjAsk • Physical Address: / 2` /2018 • • manhole sheet Manhole ID: 241) 3 Depth of the manhole: FT) 7 eti4he_s 06 ltu.s 1-0 a boy t eiR Material of the manhole: [] concrete []Brick []Fiberglass Metal Ring size: []24 032 inches Material been deteriorated:[']Yes or []No Manhole needs to be rehabbed:[ -/Es or []No Rehabbed Material []super coat or ❑Raven coat Inflow Protector []YES or []No Location: ❑ Street ❑ Yard -Front [� 'Curb ❑ Sidewalk yxt Dish; ❑ Dish Present ❑ Installed EI Yard -Back Bartbitch Replaced El ■ • • "T Linec- 0yeS KINo Yard -Side Creek: Bottom Needs Insert El El Alley ❑ Paved -Concrete Field ❑ Paved -Asphalt 0 Parking Lot • size of the main: []4 h]6 []8 []10 ❑12 []15 020 ❑24 ❑other inches The Material of the sewer Pipe: [t1 pvc pc -lay ❑concrete []other Needs to be resealed: Yes or []No The metal ring has shifted: ❑Yes or [1N Describe the infiltration : [•Ring [Joints []wall []Bench [].invert []Tap comments 1aS C- -K1 ! kve/k 61.4 (Q.c'Sc`_'t:it . 1 r; ((9frl C-S (e. v '))i 1it i r of r-f d1A k P • • • • • • Direction of Flows Pipe Sizes • • • • 2.(;OIN, dT1�TAr QNr • Date: / 24 /2018 Address �./11UkV�fitlSln • • manhole sheet fr t f Manhole ID: c)c-•1,1-62 Depth of the manhole: FT ren:thas, toitaSkolet6Ur� 7 ft Material of the manhole: []Concrete []Brick [l Fi bergl ass Metal Ring size: []24 [ 32 inches 'T - Unfit- U yes Q Material been deteriorated:[(Yes or [JNo Manhole needs to be rehabbed: [ YES or [] No Di-Thel-e r r- Li" ---- Rehabbed Material Pi -super coat or []Raven coat Inflow Protector [{]YEs or []No Location.: • • • Street ❑ Yard -Front ❑ Yard -Back 0 Yard -Side 0 Alley ❑ Paved -Concrete ❑ • Curb ❑ Sidewalk 0 Bar -Ditch ❑ Creek Bottom ❑ Field 0 Paved-Asphaltr rt Dish; ❑ Dish Present ❑ Installed 0 Replaced ❑ Needs Insert 0 Parking Lot size of the main: [l 4 [] 6 [l 8 010 [] 1.2 &Th<5 [] 20 [] 24 ❑other inches The Material of the sewer Pipe []`pvc []clay []concrete []other Needs to• be resealed:[]Yes or ENO The metal ring has shifted []Yes or DINO 2 Describe the infiltration: []Ring []points [sjWall [3Bench ❑.invert []Tap comments !feud t'1 • Le(_K St.- :0c71w1 -1� Tie (-creetikrec • • • • • • • • GENJtRAL YNK • Date: 6 / ZT /2018 Physical Address (06 *luck Material of the manhol e E • manhole sheet Manhole ID:1-10 concrete []Brick Depth of the manhole: FT [] Pi bergl ass ►i * Metal Ring size : [] 24 [] 32 inches Teed, Material been deteriorated: []Yes or []No Manhole needs to be rehabbed:[]YEs or []No Rehabbed Material []super coat or []Raven coat inflow Protector :[]YES or []No Location: ❑ Street ❑' Curb T Lon Dyes DiaMeter • • • tin es,_r. ❑ Yard -Front ❑ Yard -Back 0 Yard -Side 0 Alley 0 Paved -Concrete ❑ Sidewalk ❑ Bar -Ditch 0 Creek-Bottorn ■ Field 0 Paved -Asphalt • Insert Dish: ■ Dish Present ❑ Installed 0 Replaced 0 Needs Insert ❑ Parking Lot size of the main: [14, [] 6 [] 8 [] 10 [] 12 [] 1.5 [] 20 [] 24 []other inches The Material of the sewer Pi pen[ ta<ic [ clay []concrete []other Needs to be resealed:[]Yes or []No The metal ring has shifted []Yes or []No Describe the infiltration: []Ring []Joints []wall [] Bench []invert []Tap e, comments • • • • • • • • • GEN > IN1? o t A:. • Date: 111 /2018 • manhole sheet Manhole xp:-) �- ?� Depth of the manhole: Physical l i "- j Address' J l 1-�' t Sri 6 '-�(7Y1 1-0�� Material of the manhole: [] concrete []Brick C] Fi berg] ass Metal R] ng S] ze: C] 24 [ 32 inches Material been deter] orated: []Yes or .[ No Manhole needs to be rehabbed: []YFs or [1 <10 Rehabbed Mater] al []super coat or [] Raven coat inflow protector [Es or []NO Location.. ❑ Street ❑ Yard-4Front 1r-barb ❑ Sidewalk art Dish: ❑ Dish Present " ❑ Installed size of the main:[]4 []6 C38 []10 y 2 [45 020 []24 Pother • • .T- L:onef tJyes Q'N0 °tate.1't% • roc- • es -- ❑ Y'agd-Back ❑ Yard -Side ❑ AIley ❑ Paved -Concrete Ei Bar -Ditch ❑ Cree%Bottorn ❑ Field ■ Paved Asphalt• ❑ Replaced ■ Needs Insert 0 Parking Lot • inches The Material of the sewer Pipe [] pvc [] Cl ay []concrete [] other Needs to• be resealed: [']Yes or []No The metal ring has shifted ❑Yes or [0 Describe the infiltration: [ng []Joints []wall []Bench P.-invert []Tap comments ea r 4 C\5 �� c(\yfn_ Cc, • • • • • • • • • • Bench / Invert N Direction of Mows Section Pipe Sizes • E • PEARLACD TEX A 5 • GENtR;r` RTL Date: �/ 1 ?/2018 Physi cal Address • fr manhole sheet Manhole ID: ) I Li r-M s re - Material of the manol e: Metal R7 ng size: [ };V'1 j Depth of the manhole: FT concrete [] ari ck []Fiberglass 24 []32 inches Material been deteriorated:[]Yes or N Manhole needs to be rehabbed:[]YEs or [ No Rehabbed Material [] uper coat or []Raven coat Inflow Protector: ['ES or []No Location.: ❑ meet Curb Insert Dish: ❑ Dish Present • size ❑ Yard -Front ❑ Sidewalk q Installed p Yard -Back ❑ Bar -Ditch ❑ Replaced 0 ❑ of the main:LEI- []6 []Clay [ []10 12 []15 020 : [c material of the sewer Pipe:[ The M p p Needs to be resealed: [3'S'es or []No The metal ring has shifted []Yes or [ N Describe the infiltration:[ Ring []joints []wall []Bench []invert []Tap need. fLeset bD t e- 12epec: of []concrete T - Loner D ye s Ii(Ft-rietet r-F Yard -Side 0 Creek -Bottom ❑ Needs Insert []24 []other []other Alley Field • Paved -Concrete Paved -Asphalt Parking Lot inches comments • • • • Direction of Flows Pipe Sizes • Physi cal Address manhole sheet 2,, g/2018 Manhole ID: -� —(Z �( depth of the rnanhol e: FT C„chesq CAdtaiA V `Ie-3R &A (riltec� tIt0 R . Material of the manhole: [] concrete C'�L Metal Ring size: L C732 inches T Uner eS Material been deteriorated: []Yes or [ N� i Manhole needs to be rehabbed: []YES or «me+er r� Rehabbed Material:[]super coat or []Raven coat Inflow Protector:E YES or []NO []Brick [] Fi berg] ass CAI eS,, �. Location: ❑ Street 0 Yard -Front ❑ Yard -Back ❑ Yard -Side ❑ AIley ❑ Paved -Concrete Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom 0 Field 0 Paved -Asphalt Insert Dish: 0 Dish Present 0 Installed ❑ Replaced ❑ Needs Insert 0 Parking Lot size of the rnai n : CJ 4 C7 6 C7 8 C710 C712 C715 C7 20 [] 24 []other inches The Material of the sewer Pipe C]F vc []clay []concrete []other Needs to be resealed:[ Yes or []No The metal ring has shifted []Yes or [] No Describe the i nfi 1 trati on: []Ring []Joints [] Wal 1 []Bench []invert []Tap comments (1C 5 /t- scc4 Gut .�. l r ttC • • • • • • • c • g*EINS AL :' • Date. /2. /2018 • 1' 1 manhole sheet Manhole Irn1 •--1I%4 7 Depth of the rnanhole: FT Physical 1 Do 3 20 a�i�` A Address • �� Material of the manhole: [concrete []Brick [] Fi bergl ass Metal Ring Size: [114 [] 82 inches no Material been deteriorated:[]Yes or Nz.'Manhole needs to be rehabbed: []YEs or [N Rehabbed Material [] super coat or [] Raven coat inflow Protector:[] or []No Location.: © Street ❑ Yard -Flout ❑ Yard -Back ❑ Yard -Side ❑ Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom Insert Dish: ❑ Dish Present ❑ Installed ❑ Replaced ❑ Needs Insert T Loner u ye s l "►V O ❑ Alley 0 Paved -Concrete ❑ Field ❑ Paved -Asphalt 0 Parking Sot size of the main: [] 4 [] 6 [] 8 C] 10 ❑ 12 [5 [] 20 [] 24 []other inches The Material of the sewer Pipe:[]pvc [3c y []concrete []other Needs to be resealed : rites or [] No The metal ring has shifted []Yes or [. No Describe the infiltration: [Wing []Joints []wall []Bench []invert []Tap comments • • • Bench / Invert Section Direction of Fiows Pipe Sizes E o. manhole sheet GENERA L TN'T o RNA, Date: / Z 7 /2018 Manhole ID:/21 01 Physi cal Address Depth of the manhole: Material of the manhole: []'concrete []Brick []Fiberglass Metal Ring Size: ❑'L4 [] 32 inches Material been deteriorated: []Yes or []No Manhole needs to be rehabbed:[]YES or []No Rehabbed Material []super coat or []Raven coat Inflow Protector: [ ES or []No Location.: 0 Street E( Curb • Insert Dish: Ei Dish Present • ❑ Yard -Front ❑ Sidewalk ❑ Installed ❑ Yard -Back ❑ ,Bar -bitch ❑ Replaced size of the main: []4 C 08 []10 C712 C Loner UyeS Q'IU0 ❑ Yard -Side 0 ❑ Creek Bottom ❑ Needs insert ■ 15 [] 20 [] 24 ❑other Alley Field ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot i nches The Material of the sewer Pipe.[]pvc [lay []concrete []other Needs to be resealed: []Yes or [ No The metal ring has shifted []Yes or [ No Describe the infiltration : C] Ri ng [] 3oi nts []Wall []Bench []invert []Tap comments f Y 1 c ervie_ " ( y7-1•41 c,1 • • • • manhole sheet •Dte: /5 /2018 Manhole ID: 10.3 Depth of the manhole: FT PAI-didirelle:1 3 7° kneek ‘y WL rbriVe Glrt Material of the manhole:[ concrete []Brick []Fiberglass Metal Ring size: [p] 24 [] 3 inches Material been deteriorated: []Yes or [o Manhole needs to be rehabbed:[]YES or NO Rehabbed Materlal:[]super coat or []Raven coat Inflow Protector:[]YES or [FIND Location.: ❑ Street ❑ * Curb Insert Dish: ❑ Dish Present • ❑ Yard-F1ont ❑ Sidewalk ❑ Installed El El Yard -Back Bar -Ditch Replaced ❑ ■ T- Vinef Dyes Q No Yard -Side Creek -Bottom Needs .Insert 124.441'naes„.:, Alley ❑ Field size of the main: [] 4 [] 6 [14 010 [] 12 [] 15 [] 20 [] 24 []other ■ Paved -Concrete Paved -Asphalt Parking Lot i nches The Material of the sewer Pipe []pvc []clay []concrete []other Needs to be resealed:[]Yes or []No The metal ring has shifted:[]Yes or []No Describe the infiltration: []Ring []Joints []wall []Bench []invert []Tap comments neee Ct. 1\C CI nrtell fit,' r? $ ;ut , f (1a4- a l ut v &edr S (mil v' 1-70 cJ p to • C c-f o 1r • • • • Date: Physical Address' /'29 /2018 Ise • manhole sheet Manhole ID: ram.. Depth of the manhole: 3 c.{ 2 TZ6(11 ASH A Dr Material of the manhole: [ ncrete []Brick [] Fi bergl ass Metal Ring size: [ [] 32 inches Material been deteriorated: []Yes or r6o Manhole needs to be rehabbed: [] YEs or [40 Rehabbed Material [] Super coat or [] Raven coat Inflow Protector []YES or [ NO Location: 0 Street ❑ Yard -Front ❑ YardBacic C] Yard -Side ❑ Alley ❑ Paved -Concrete Curb ❑ Sidewalk [ -� ir-biter 0 Creek -Bottom 0 Field ❑ Paved --Asphalt art Dish; 0 Dish Present [j installed ❑ Replaced ■ Needs Insert 0 Parking Lot • 'T U n mot-' u yes t 1 IU • size of the main: [3 4 [] 6 ❑ 8 ❑ 10 ❑ 12 [ 15 [320 [] 24 []other i nches The Material of the sewer Pipe: [1vc []clay [] concrete []other Needs to be resealed Yes or []No The metal ring has shifted: []Yes or No Describe the infiltration: []Ring []Joints []wall []Bench ❑-invert []Tap comments ne--e45 -(R frri7 %6 u P (v ce f fi ( G_IAA (x e.5e • • • • • • Direction of Flows Pipe Sizes • • • Date: g / 2,(I) /2018 Physi cal Address: • fr manhole sheet Manhole ID: r .).: it % if Depth of the manhole: ET ( 614.51-06 bury b �2 Material of the manhole: [] concrete [] ari ck [] Fi bergl ass Metal Ring size: ❑24 R2 inches Material been deteriorated: []Yes or alto Manhole needs to be rehabbed: []YEs or [-1io Rehabbed Material [] super coat or [] Raven coat Inflow Protector [,rEs or []No • T L„nec L( ye C N D CA:fztel-C —.} l_I Location.: ❑ Street ❑ Yard -Front ❑ Yard -Back 0 Yard -Side ❑ Alley 0 Paved -Concrete urb ❑ Sidewalk if —'Bar -Ditch ❑ CreQk-Bottom 0 Field ❑ PavedAsphalt ert Dish: ❑ Dish Present ❑ Installed 0 Replaced ■ Needs Insert 0 Parking Lot size of the main: [] 4 ❑ 6 [ 8 [] 10 [] 12 [] 15 [] 20 [] 24 []other inches The Material of the sewer Pipe • [] pvc []clay [] concrete []other Needs to be resealed: []Yes or []No The metal ring has shifted : []Yes or [] No Describe the infiltration: []Ring []joints []wall []Bench [].invert []Tap comments iee5r`.�' C�2Ytd befell Pev-lit Ci ztecl • • • • • • • • • • • Date: " / 9 /2018 • fr • r manhole sheet (40 Manhole ID: + Lb Depth of the manhole: d PAdysec?A i,otV i n5a 1 r) to Material of the manhole: [ concrete [] sri ck [] Fi bergl ass Metal Ring Size: [''24 [332 inches 'T R- I:met L( yes dA t 0 Material been deteriorated: []Yes or Manhole needs to be rehabbed: ❑YEs or Sio Rehabbed Material [] super coat�or [] Raven coat Inflow Protector OYES or [ijNo Location.; ❑ Street ■ 'yard -Front CI- Curb ❑ Sidewalk .ert Dish: ❑ Dish Present • ❑ Installed • ❑ Yard -Back ❑ Yard -Side ❑ Bar4Ditch ❑ Creek Bottom ❑ Replaced ❑ Needs Insert El Alley Field Paved -Concrete Paved -Asphalt Parsing Lot size of the main: []4 06 [38 []10 []1.2 [4;5 [320 ❑24 ❑other inches The Material of the sewer Pipe • [vc ❑clay []concrete []other Needs to be resealed ](es or ❑No The metal ring has shifted []Yes or [jNO Describe the infiltration: []Ring []Joints []wall []Bench []invert []Tap comments l� �(1-) G t t 1 4 to U p t_ ; <1e. Li a .tied %( I GJ'r c,1 • • • • • • • • • s7 • • • • • • Date: 0,9 /2018 manhole sheet fr 169 Manhole ID: 1 I -3e, Depth of the manhole: Physidresscal: '3102 6 AdL 7)0 bur Material of the manhole: []concrete []Brick []Fiberglass Metal Ring size:D24 Ean inches Material been deteriorated: []Yes or [No Manhole needs to be rehabbed:[]/Es or ago i7ia:mei-et Rehabbed Material []super coat or []Raven coat Inflow Protector [des or []No "l u yes t2741'p • Location.: ❑ Street ❑ Yard -Front ❑ Yard -Back 0 Yard -Side 0 Alley ❑ Paved -Concrete .Q-tdurb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek Bottom ❑ Field ❑ Paved -Asphalt' :rt Dish: ❑ Dish Present ❑ Installed ❑ Replaced 0 Needs Insert 0 Parking Lot size of the main: 0 4 06 [] 8 [] 10 012 [] 15 [] 20 [] 24 []other inches The Material of the sewer Pipe • [] pvc []clay []concrete []other Needs to be resealed: ['Yes or The metal ring has shifted []Yes or HNC) Describe the infiltration: []Ring []Doints []wall []Bench [].invert []Tap comments [Ice / (A (es RO.v' -vt Co 6\ Viel A/ °ei• 4)Onie • • • • • • Direction of Flows Pipe Sizes • manhole sheet ore:'g /42 9 /2018 Manhole IP: k\k-1� Physi cal Address Depth 3 30 (9 616Lcf)nbvr^r TO R Material of the manhole: []concrete []Brick []Fiberglass Metal Ring size:[724 [inches Material been deteriorated: []Yes or [o Manhole needs to be rehabbed:[]YEs or`[j o Rehabbed Material Ps per coat or []Raven coat tu inflow Protector:[ YES or []No Location. ❑ Street Ere-urb • Insert Dish: ❑ Dish. Present • ■ Yard -Front Sidewalk Installed ❑ Yard -Back ❑ ❑ Bar -Ditch ❑ ❑ Replaced 0 of the manhole: FT t r„d\ z)1 • Lone Liyes a'No Yard -Side 0 Alley Creek -Bottom ■ Field Needs Insert size of the main: []4 C710 [712 D15 [720 C724 Pother The Material of the sewer Pipe [] pvc ❑clay []concrete []other Needs to be resealed:[ Yes or []No ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot i nches The metal ring has shifted []Yes or [-]No Describe the infiltration:[ Ring []Joints []wall []Bench []invert []Tap comments 5ec.i • • • • • • • •Ca" t .• c G.Z+ N`E Il a N A D.te: g /rig /2018 Physi cal Address' • manhole sheet Manhole ID: '' kr 69 3 i ` •, s 1-, 0-0A Depth of the manhole: • Material of the manhole : []concrete []Brick []Fiberglass Metal Ring size: [] 24 [1312 inches Material been deter, orated: []Yes or C]No Manhole needs to be rehabbed:[]YEs or [lCio Rehabbed Material []super coat or []Raven coat Inflow Protector ['BYES or ONO Location: ert Dish; •T Loner Q yes Dirne+efi EF n• c7ls ---� FT %�;e\ as • ❑ Street ■ Yard -Front 0 Yard Back ❑ Yard. -Side 0 AIley ❑ Curb 0 Sidewalk [`] Bar -Ditch ❑ Creek Bottom ❑ Field ❑ Dish Present ❑ Installed 0 Replaced 0 Needs Insert Size of the main: [] 4 [] 6 [] 8 [] 10 ❑ 12 cfls [] 20 ❑ 24 []other • ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot inches The Material of the sewer Pipe apvc []clay []concrete []other Needs tol be resealed: []Yes or [ aN The metal ring has shifted: []Yes or []to Describe the infiltration: []Ring []Joints []wall []Bench [].invert []Tap comments + b‘ ett noLveik Cori • r, r-b0 wVtk • • • • • • • • • • • Mee • Date: / ?7/2018 Physical Address • manhole sheet Manhole ID:Z-1)--ren Depth of the manhole: FT 1 Lk "r,,thaz. 9 �.� IC Material of the manhole: []concrete []Brick []Fiberglass Metal Ring size: [ ❑ 32 inches T _ L;ner e5 Material been deteriorated: []Yes or No i Manhole needs to be rehabbed:[]YEs or t NO Rehabbed Material []super coat or []Raven coat Inflow Protector:[]YEs or NO Location.: ❑ Street ❑ Yard -Front ❑ Curb ❑ Sidewalk Insert Dish: 0 Dish Present ❑ Installed ONO /OGMeier{ 0 Yard -Back ❑ Yard -Side 0 Alley 0 Paved -Concrete ❑ Bar -Ditch ❑ Creek -Bottom ❑ Field ■ Paved -Asphalt ❑ Replaced ❑ Needs Insert 0 Parking Lot size of the main : [] 4 [] 6 [] 8 [] 10 ❑ 12 ❑ 15 [] 20 ❑ 24 []other inches The Material of the Sewer Pipe []pvc []Clay []Concrete []other Needs to be resealed:[]Yes or []No The metal ring has shifted []Yes or []NO Describe the infiltration : []Ring []Joints []Wall []Bench []invert []Tap comments l tt`'c,( (e l ` twitch p et©► • • • • • • • 2CM(3if(!'4d;v t gENJC7 tAL �I!fli o Date: 8 / 2-9 /2018 I • manhole sheet Manhole ID: 'I t • Physi cal S.�) 1 6 16.Si o►l Uu f % R Address: 7 C. • Depth of the manhole: Iv Material of the manhol e: [`fconcrete []Brick [] FT bergl ass • Metal Ring size: []24 C132 inches Material been deter orated: []Yes or [',(No Manhole needs to be rehabbed:[]YEs or []N Rehabbed material C] super coat or [] Raven coat • Inflow Protector [%AYES or []No • 1.";heic Dyes QlU0 D( ekatettr F- 1 tln Location.: ❑ Street ❑ Yard -Front ❑ Yard -Back 0 Yard -Side Curb ❑ S;dewalk q Bar -Ditch 0 Creek Bottom; ert Dish: ❑ Dish Present q Installed 0 Replaced ■ Needs Insert size of the main: [] 4 [] 6 []* [] 10 [] 12 [] 15 [] 20 [] 24 []other q Alley ❑ Paved -Concrete ❑ Field . Q Paved -Asphalt ❑ Parking Lot i riches The Material of the sewer Pipe [ pvc []clay [] concrete [] other Needs to be resealed: []Yes or []No The metal ring has shifted []Yes or []No Describe the infiltration: []Ring []points []wall []Bench [].invert []Tap comments Neck • • • • • • • • Bench / Invert Sections Direction of Flows Pipe Sizes • E • • - GENERAL TNT Date: Physi cal Address: manhole sheet fr 8/2018 Manhole ID: a q 2 Material of the manhole: []concrete []Brick Metal Ring Size : [ 24 [] 32 inches Material been deteriorated: []Yes or [eo Manhole needs to be rehabbed: ES or []No Rehabbed MaterialP[]Super coat or Raven coat Inflow Protector:[ YES or []No Location.: G1" Street ❑ Curb Insert Dish: ❑ Dish Present ❑ Yard -Front ❑ Sidewalk ❑ Installed ❑ Yard -Back 0 ❑ Bar -Ditch ❑ ❑ Replaced ❑ UlU Depth of the manhole: Fi bergl ass T--Lines Uyes • Di(mole f Y f LrI • Yard -Side Creek -Bottom Needs insert ❑ Alley 0 Paved -Concrete ❑ field 0 Paved- Asphalt ❑ Parking Lat size of the main: [' 4 [/,f 6 [] 8 [] 10 [] 12 [] 15 [] 20 [] 24 []other inches The Material of the sewer Pipe: ['] pvc []clay []concrete []other Needs to be resealed: Wes or []No The metal ring has shifted []Yes or LINO Describe the infiltration: [']Ring [].Joints []wall []Bench []invert []Tap comments (IC e G( CL re StA • • • 4 • • • 0EN.1GTt.AY. INI', RMA'>G`, Date: » 27/2018 manhole sheet Manhole ID: Physi Addresscal � Z> 0 �7 t Depth of the manhole: FT 7 Material of the manhole: [f]concrete []Brick [] Fi bergl ass Metal Ring Size: []-24 [] 32 inches Material been deteriorated: []Yes or []No Manhole needs to be rehabbed: OYES or []No Rehabbed Material : []super coat or []Raven coat inflow Protector: []"YES or ❑No Location.: 0 Street 0 Yard -Front "Curb ■ Sidewalk Insert Dish: 0 Dish Present ❑ Installed 'T yes CR N 0 ❑ Yard -Back 0 Yard -Side 0 Alley ❑ Bar -Ditch ❑ Creek -Bottom ■ Field ❑ Replaced 0 Needs Insert ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot size of the main: [] 4 0-1-0 8 [] 10 [] 12 [] 15 [] 20 ❑ 24 []other inches The Material of the sewer Pipe • [Tvc []clay [] concrete []other Needs to be resealed:[]Yes or []N The metal ring has shifted []Yes or Elio Describe the infiltration : []Ring []points []wall []Bench []invert []Tap comments Ile (,) l r'Ul 'eyc�:� • • • • • • • Date: ./ 77 /2018 manhole sheet fr Manhole ID: Physi cal 39 2o ? } 1 , Address CUi I0`'► f .(` I I— (ci Depth of the manhole: Material of the manhole: [} oncrete []Brick []Fiberglass Metal Ring size: [-]2 (D 32 inches Material been deteriorated:[s or []No Manhole needs to be rehabbed:[ Es or []No Rehabbed material. []super coat or [ai aven coat Inflow Protector: 0-4s or []No Location: ❑ Street ❑ Yard -Front ❑' Curb ■ Sidewalk Insert Dish: ❑ Dish Present ❑ Installed ■ Yard -Back Bar -Ditch ❑ Replaced T Linec CI yes 0 • 0.4nefer j-+ zI l'nCr, ❑ Yard -Side ❑ Creek -Bottom ❑ Needs .insert 0 Alley field FT , r7 ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot size of the main: [] 4 [] 6 [] 8 [] 10 [] 12 [J 1:5 [] 20 [] 24 []other inches The Material of the sewer Pipe:[]pvc ['jclay []concrete []other Needs to be resealed: [ties or []No The metal ring has shifted []Yes or E]`N0 Describe the infiltration: [']Ring []Joints []wall []Bench []invert []Tap comments 1 .cs, • • • Direction of Flows Pipe Sizes • G.. { 1;N1✓ItA1• L Date: • manhole sheet /2018 Manhole ID:-)1_.LI Depth of the manhole: FT ✓l/ 1.00fle< Physi cal ' I %,5� �t /fie 5 Address /v t/ Material of the manhole : [%oncrete [] sri ck [] Fi bergl ass Metal Ring size: [44 ❑32 inches Material been deteriorated Yes or []No Manhole needs to be rehabbed:['] Es or []No Rehabbed Material:[ super coat or []Raven coat inflow Protector:[ YES or []No Location.: Street 0 Yard -Front Curb ❑ Sidewalk Insert Dish: ❑ Dish Present ❑ Installed size of the main: [] 4 [] 6 [] 8 ■ T - Loner q yeas • No ndel es,�---- Yard-Back ❑ Yard -Side 0 Alley 0 Paved -Concrete Bar -Ditch ❑ Creekbaottom. ❑ Field ❑ Paved -Asphalt Replaced 0 Needs Insert 0 Parking Lot /2' C] 4.5 D 20 [] 24 []other inches The Material of the sewer Pipe []'pvc []clay []concrete []other Needs to be resealed:[ es or []No The metal ring has shifted. []Yes or [ No Describe the i nfi 1 trail on: [i ng [6o, nts wall []Bench []invert []Tap comments fl -eed5 C� , (e-,%aJ • Bench / Invert Section • • Direction of Flows Pipe Sizes • • • • • GJCN] UI S Date: � / 2_7/201.8 Physi cal Address: • manhole sheet Manhole ID Depth of the manhole: Material of the manhole: k concrete []Brick [a Fi bergl ass Metal R7 ng size: [ij'Z4 [] 32 inches T- Lner UyeS Material been deteriorated:[])/es or [ No Manhole needs to be rehabbed:[ YES or []No Rehabbed Material []super coat or []Raven coat inflow Protector: C]-Ys or []No &me+et F-i _.._�'nC�,eS._---'^ Location: 0 Street ❑ Yard -Front ❑ Yard -Back ❑ Yard -Side ❑ Alley ❑ Paved -Concrete Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom 0 Field ❑ Paved -Asphalt Insert Dish: ❑ Dish Present ❑ Installed ■ Replaced ■ Needs Insert 0 Parking Lot size of the main: [] 4 H 6 [38 [ 1.0 [] 1.2 C [] 20 [] 24 []other inches The Material of the sewer Pipe: [- pvc [ C1 ay [] concrete Pother Needs to be resealed:[ Yes or []No The metal ring has shifted []Yes or [ No Describe the infiltration: []Ring [45"o, nts []wall [] Bench []invert []tp comments f ,& ' ci Alto at 1 et F t-,) ? 1:71 'f eel-6 r' cut n-Ck. --I-Le i-e v ye) ,al-f %� ! s 1/10 T ' art • • Bench / Invert Section N .11 is Direction of Flows Pipe Sizes E • Gi1NERA.L INT e RM4% o 11 fr Date: / 7/2018 Physi cal Address c-kett ( tYec \f Material of the manhole:[ r manhole sheet Manhole ID:/—)& (9L 0\ U Depth of the manhole: FT C.S .l C1 �tbYrk by 641k concrete []Brick [] Fi bergl ass Metal Ring size: [ 4 [] 32 inches Material been deteriorated:[.] es or []No Manhole needs to be rehabbed: [ YES or []No Rehabbed Material [}super coat or []Raven coat Inflow Protector: []Y'Es or []No Location.: ❑ Street ❑ Yard -Mont ❑ Curb ■ Sidewalk Insert Dish: 0 Dish Present ❑ Installed ■ ■ T L,,nec u ye O N O • t,,thes 1 Yard -Back ❑ Yard -Side ❑ Alley ❑ Paved -Concrete Bar -Ditch ❑ Creek -Bottom 9 Field 0 Paved -Asphalt Replaced ❑ Needs Insert ❑ Parking Lot size of the main: [] 4 [16 [18 [] 10 p 12 [ 15 [] 20 [] 24 []other inches The Material of the sewer Pi e: [ vc DClaY []concrete [Pother p Needs to be resealed: Yes or ❑ No The metal ring has shifted []ems or C1 No Describe the infiltration : [ i ng ❑ Doi nts []wall [] Bench []invert C1 Tap comments tc.J r'L) t4& )` 6--1Aie 1,1 sTisv tV�i r Lliik - G4 t'i'... ea • • • • Direction of Flows Pipe Sizes • • Date: • //2018 manhole sheet Manhole ID : JLtiSJ Depth of the Physical i Address 1 I - RoBec Material of the manhole: [] concrete []Brick []Fiberglass Metal Ring size : r 24 [] 32 inches Material been deteriorated:[ es op []No Manhole needs to be rehabbed: ["YES or []No Rehabbed Material: super coat or []Raven coat Inflow Protector:[ YES or []No Location: ❑ S Insert Dish; size of the main: [] 4 [] 6 ■ ❑ Yard -Front Sidewalk ❑ Installed ■ et Curb Dish Present ❑ Yard -Back ❑ Bar -Ditch ❑ Replaced T 1✓oneiC �.J yes C31 ❑ Yard -Side ❑ Creek -Bottom ❑ Needs insert 8 []10 []12 []15 []20 []24 []other ❑ AIley Field • n eC,_�.----- ❑ Paved -Concrete ❑ Paved -Asphalt ❑ Parking Lot i nches The Material of the sewer Pipe [] pvc []clay []concrete []other Needs to be reseal ed:[']Yes or []No The metal ring has shifted []Yes or ONO Describe the infiltration: []Ring []'points [Nall [] Bench []invert []Tap comments (AX--eck f e_Scu eutet cy v E • • • • • • • - G.l✓Na.A)r• llyT• tf , Physi cal Address Materi al • manhole sheet fr Manhole ID: ri E4 Depth of the manhole: 62A1-7 3 UJ \\C' ,: 'c `i ct i4. t {. Cam, of the manho)4 [] concrete []Brick [] Fi berg] ass L7/2018 Metal Ring size: [t}'24 [] 32 inches Material been deteriorated: [ es or []No Manhole needs to be rehabbed: MYEs or [] No Rehabbed Material ['per coat or [] Raven coat Inflow Protector: DYES or []NO Location.: ❑ Street ❑ Yard -Front ❑ Sidewalk Insert Dish: ❑ Dish Present ❑ Installed • ■ ■ Yard -Back Bar -Ditch Replaced ❑ ■ T [ ;,nor q ye s 0 D • FT 1 ? �.;iha 17, i (),_•me leF QTE n Gin es • Yard -Side ❑ Alley Creek Bottom 0 Field Needs Insert size of the main: []4 [] 6 [] 8 [] 10 [] 12 Per1c1120 [] 24 []other ❑ Paved -Concrete ❑ Paved. -Asphalt ❑ Parking Lot i nches The Material of the sewer Pipe: []pvc [jc`lay []concrete []other Needs to be resealed:[ es or []No The metal ring has shifted: [g-s or []No Describe the infiltration: [- 4 ng []points [ all [] Bench []invert []Tap comments Yl 1& i- 15 c. et ! U i 1 ktoe-1-6— ( r kt J ' ° t3 X:\ it-tt z( 1 �"/t Eke C. EL( ACJS 1-1f.«1 1.11r_S ,.r�sr1_1i-r( rMe-i I If nerotc'/0 • • • • • • Date: Physical Address: / ;Z.g /2018 i manhole sheet Manhole ID: 2-1 \ 1Depth Lia3 meculow vent 'DR Material of the manhol econcrete [] Bri cl<([ Fiberglass Metal Ring size: Elle []32 inches Material been deteriorated:['Yes or []No Manhole needs to be rehabbed:[ YES or []No Rehabbed material h[3super coat or [fRaven coat inflow ProtectorYES or []No Location.: 0 Street ❑ • Curb insert Dish: 0 Dish Present ❑ Yard -Front ❑ Sidewalk ❑ Installed El El of the manhole: 1- ron ec LJ ye S i&meter Yard -Back ❑ Yard -Side Bar -Ditch ❑ Creek -Bottom Replaced ❑ Needs Insert Alley 0 Field 0 size of the main: [] 4 [6 [] 8 [] 10 ] 12 [] 15 [] 20 [] 24 []other Y1 FT S 's"1��t. 0 ❑ Paved -Concrete ❑ Paved -Asphalt El Parking Lot inches The Material of the sewe Pipe [ p c []clay []concrete []other Needs to be resealed:[ Yes or []No The metal ring has shifted.[]Yes or []No Describe the infiltration: C'i ng [1107 nts [sa11 [] Bench []invert []Tap comments f`ee45 re5Wa (` (Ai; f��f • • • • manhole sheet • - GItNCRA:X ]NT, • N.3\9 • Dpate 2 0,8 /2018 Manhole Depth of the manhole: FT 7-„tnas Physical Address: 3 t( / 7 mea.ric,w v IIe_- `> Material of the manhole: [ concrete []Brick [] Fi berg] ass Metal Ri ng Size: [e24 [] 32 inches Material been deteriorated: Yes or []No Manhole needs to be rehabbed: YES or [] No Rehabbed Material. uper coat or []Raven coat inflow Protector :']YES or []No Location: ❑ Street ❑ Yard-Fzont Er -Curb ❑ Sidewalk Insert Dish: Dish Present ❑ Installed v T Lnef 0 yes Crki 0 i- iG-Yheter F • Yard -Back ❑ Yard -Side ❑ Alley ❑ Paved -Concrete Bar -Ditch ❑ Creek -Bottom ❑ Field ❑ Paved -Asphalt Replaced 0 Needs Insert 0 Parking Lot size of the main: [] 4 [] 6 [° 8 01.0 112 [311.5 [] 20 [] 24 []other inches The Material of the sewer Pipe [ pc []clay [] concrete []other Needs to be resealed:[ Yes or []No The metal ring has shifted []Yes or [N Describe the infiltration: [ Ring []Points [al1 []Bench []invert []Tap comments (kei . jl c .5ee4 cit.50 fleede-1 • • Bench / Invert Section Direction of Flows Pipe Sizes E r • manhole sheet • "N•: TNIt" ItMATX bate: in /2018 Manhole ID: ,1-` -e tic Depth of the manhole: FT h Ar„thy Physical Address 1105 U cn vt3\e}y Dr• Material of the manhole: [] concrete []Brick [] Pi berg] ass Metal Ring size : [44 ❑ 32 inches Material been deteriorated:[s or []No Manhole needs to be rehabbed: [YES or C3No Rehabbed Materialh[ sper coat or []Raven coat Inflow Protector:[ YES or []No T l-'"er u Ye So L�iiGrne��f F • Location.: Cl Street ❑ Yard -Front 0 Yard -Back ❑ Yard -Side 0 Alley ❑ Paved -Concrete ❑ Curb ❑ Sidewalk Bar -Ditch ❑ Creek -Bottom; ■ Field ❑ Paved -Asphalt Insert Dish: 0 Dish. Present ❑ Installed ❑ Replaced 0 Needs Insert 0 Parking Lot • size of the main: [] 4 C16 [1 [] 10 12 C115 C120 [] 24 []other inches The Material of the sewer * e p Pip[ L1claY []concrete []other Needs to be resealed:[ Yes or []No The metal ring has shifted C1Yes or [`1 No Describe the infiltration: [a ii ng [,Joints [ Wall []Bench []invert C1Tap comments OW LJOM < • • • • • • • I - GEN'.E•la :; TNT e RMATl 0 N • Date: 3 /2018 Addre Physi calss 1 1 / 3 • manhole sheet Manhole Depth of the manhole: FT Material of the manhole: [']'concrete [] Bri ck []Fiberglass Metal Ring size: [ [] 32 inches Material been deteriorated: Ries or []No Manhole needs to be rehabbed: [] Es or []No Rehabbed Material: [I]uper coat or []Raven coat inflow Protector :['YES or []NO Location.: ■ Street ❑ Yard -Front rreCurb ❑ Sidewalk Insert Dish: 0 Dish Present ❑ Installed • ■ ■ j_Lntc C(yeS KNO Di GYhe ter n cin r--^ • • Yard -Back ■ Yard -Side 0 Alley ❑ Paved -Concrete Bar -Ditch ❑ Creek -Bottom ■ Field ❑ Paved -Asphalt Replaced 0 Needs Insert 0 Parking Lot size of the main: [] 4 [] 6 [] 8 [p] 10 [ -12 [] 15 [] 20 [] 24 [] other inches The Material of the sewer Pi e [c []Clay []concrete []other p Needs to be reseal ed:[3s or []No The metal ring has shifted: []Yes or Et-TNo Describe the i nfi 1 trati on : [4i ng [f of nts []wall [] Bench []invert []Tap comments Re-i a re-c)G.( • • Bench / Invert Section Direction of Ftows Pipe Sizes E • • • QENSia tin • Date: • 8/n /2018 Physi cal Address (Y}2Ce00triV manhole sheet Manhole ID:����"�6 Depth of the manhole: Ile- 7 ft Material of the manhole cones IrelcktaoteyRJR concrete []Brick [] Fi bergl ass Metal Ring size: [l4 [] 32 inch Material been deteriorated: ['iYes or []No ,T_ L nef u yes QD Manhole needs to be r habbed:OYES or []No �o.-rnei'efi r-i- Rehabbed Material : [V super coat or []Raven coat Inflow Protector: ['YEs or []No Location: Street Yard -Front ❑ Curb 0 Sidewalk Insert Dish: 0 Dish Present 0 Installed• • size of the main: 04 [] 6 [] 8 P"l<[] 12 [] 1.5 [] 20 [] 24 []other The Material of the sewer Pipe Svc []clay []concrete []other Needs to be reseal eddYes or iNo The metal ringhas shifted t if or []No Describe the i nfi 1 trati on : VI Ring [Doi nts [4wall [] Bench []invert []Tap El ■ El Alley Field • El ■ FT Paved -Concrete Paved -Asphalt Parking Lot i riches • ■ El Yard -Back ❑ Bar -Ditch ❑ Replaced 0 comments Neck 0Ae-i-Gu) GM $ • Yard -Side Creek -Bottom Needs Insert • • • • Q4ENNJuR AL TNL' i RMAf 1' manhole sheet • Dat• e: `�j / 22 /2018 Manhole ID: t V3 l Depth of the manhole: FT Physi cal 39' r i I t-J 11,e,y address: Ved Material of the manhole:[ concrete []Brick []Fiberglass Metal Ring size : [14 [] 32 inches Material been deteriorated:[31'es or []No Manhole needs to be rehabbed:[ YES or []No Rehabbed Material:per coat or []Raven coat rtnflow Protector:[• ES or []NO 'T M L.inec U yes ocoleter • Location.: l ' Street Yard -Front Yard -Back 0 Yard -Side 0 Alley ❑ Paved -Concrete ❑ Curb 0 Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom ■ Field ❑ Paved -Asphalt Insert Dish: ■ Dish. Present 0 Installed ❑ Replaced 0 Needs Insert ❑ Parking Lot size of the main: [] 4 rzg [] 8 C] 10 [] 12 [] 15 [] 20 [] 24 []other inches ■ The Material of the sewer Pipe ■ pvc []clay []concrete []other Needs to be resealed Yes or []No The metal ring has shifted []Y or [ Describe the infiltration:[ Ring []Joints ['Wall []Bench []invert []Tap comments neerrl 40 Ere, f 5S c&/edt • • • • • • • • • Date : / 29 /2018 • manhole sheet Manhol e ID: 2-- \\' ( Depth of the manhole: Physical { �; Ur Address: (�l Material of the manhole: Concrete C] Bri ck C] Fi bergl ass Metal Ring size: Pia [332 inches Material been deteriorated: [ Yes or []No Manhole needs to be r habbed: s or []No Rehabbed Material*C super coat or []Raven coat Inflow Protector [ Location.: treet Curb YEs or ❑No ❑ Yard -Front Sidewalk art Dish: 0 Dish Present ❑ installed ❑ size of the main: C]4 06 Ci 8 ❑10 012 C]15 020 C]24 Pother The Material of the sewer �Pipe • • • • Yard -Back 0 Yard -Side 0 Alley ❑ Paved -Concrete Bar -Ditch ❑ Creek -Bottom ❑ Field ❑ Paved-AsphaIV Replaced ❑ Needs Insert ❑ Parking Lot i riches pvc C] cl ay C] concrete C] other Needs to• be resealedYes or []No The metal ring has shifted: ❑Yes or C io Describe the infiltration: j I ng []Joints []wall C] Bench ❑.invert []Tap comments aeCA S (;t. (Ce� • • • • • • • • Direction of Flows Pipe Sizes • • • • 4 2N^�24. ni�i71: �CaO)frG I�Y.G..s &4DINJ? e RMA.' ` ,.,its' • Date: Physi cal Address: / Q9 /2018 a. • fr • • manhole sheet <7 Manhole ID: all- ( Depth of the manhole: FT Li ar,;� Li 9--e 6 16--547)A . bury. Dr Material of the manhol e: []'concrete []Brick []Fiberglass Metal Ring size: [324 [332 inche Material been deteriorated:[c'Yes or []No Manhole needs to be r habbed: [g YES or []No Rehabbed material ' [f super coat or []Raven coat Inflow Protector [. YES or []No Location.: ❑ Street ❑ Yard-4Front ❑ Yard -Bake ❑ Yard -Side 0 AIley 0 Paved -Concrete ❑ s Curb ©-Sidewalk ❑ Bar•Ditch C] CreekBottom ❑ Field ❑ Paved Asphalt .rt Dish:. ❑ Dish Present * ❑ Installed ❑ Replaced 0 Needs Insert 0 Parking Lot size of the main : [] 4 [] 6 [9 8 [] 10 [] 12 [] 15 020 [] 24 []other inches The Material of the sewer Pipe r [ pvc []clay []concrete []other Needs to• be resealed: [r]Yes or []No The, metal ring has shifted []Yes or ETICIO Describe the infiltration : [i]fng []Joints []wall []Bench [I. -invert []Tap comments 1\£.ettC,�eSeaA T line' LJyeS !ILL. r-`- n • • • • Direction of Fiows Pipe Sizes • • • iatFS:WIN.Ct ,+o : MA! 7 ..• r manhole sheet Date: k4 / Z9 /2018 Manhole ID:a:lit- 6 Depth of the manhole: FT Physical Li • fy £ l(ks•• Address: Material of the manhole [v] concrete [] sri ck []Fiberglass Metal Ring size: [�4 [] 32 inches Material been deteriorated: [`]Yes or []No Manhole needs to be rehabbed:Es or []No Rehabbed Material : [.3Stper coat or []Raven coat Inflow Protector [ s or []No 'T Loner L-i yes • • • Location: ❑ Street 0 Yard -Flout ❑ Yard..Back ❑ Yard -Side ❑ Alley 0 Paved -Concrete Curb ❑ Sidewalk ❑ Bar -Ditch ❑ Creek Bottorn 0 Field . ❑ Paved -Asphalt• art Dish: ❑ Dish Present ❑ Installed 0 Replaced ❑ Needs Insert 0 Parking Lot size of the main: []4 []6 P8 []10 012 []15 020 []24 []other inches The Material of the Sewer Pipe• []vc []Clay []concrete []other Needs to* be resealed: [']Yes or []No The metal ring has shifted []Yes or [o Describe the infiltration:Piling Ring []Joints []wall []Bench [].invert []Tap comments i) e. e t;L4 f . S e i.' j • • • • • • • • • • Rehabbed Material [°Isuper coat or []Raven coat Inflow Protector []YPs or [] Location.: ❑ Street ■ Yard -Front ❑ Curb ❑ Sidewalk art Dish: 0 Dish Present ❑ Installed ■ • • Date: r/ t /2018 • fr • manhole sheet Manhole ID: 2:- )%`30 Ad Physicadressl. 31; /` RbBin 0t Depth of the manhole; FT T,.;trhay • Material of the manhole: []concrete [] sri ck []Fiberglass Metal Ring size:[/[]32 inches 'T M Liner Q yes esD Material been deteriorated: fr es or []No Manhole needs to be rehabbed: [Es or [] No �i r - Yard -Beek 0 Yard -Side Bar -Ditch 0 Creek -Bottom Replaced ❑ Needs Insert 0 • Alley ❑ Paved --Concrete Field ❑ Paved -Asphalt• C) Parking Lot • size of the main: [] 4 [] 6 [] 8 [] 10 012 [' -1.S [] 20 [] 24 []other inches The Material of the sewer Pipe [' pvc []clay []concrete Pother Needs to be resealed: []Yes or []No The metal ring has shifted []Yes or []No Describe the infiltration: []Ring []Joints []wall []Bench [].-invert []Tap comments 4/41el cit t 1 r j 1 f k l__1 err ,+_ c r,1 d r ff c S ece ( t& 756 Nt e rep.A re • • • • • • • • • • • • • • qg VNV AY: TNX© A;•�I`.i • fr • manhole sheet .- Date: j /2.1 /2018 Manhole ID: r)4-\c-� Physi cal Address' T y 12 61(Asi-bn but/ • Material of the manhole • Depth of the manhole: FT ttitnas • concrete [prick ck []Fiberglass Metal Ring size: [`]24 []32 inches Material been deteriorated: [c]'<es or []No Manhole needs to be rehabbed: [ YEs or []No Rehabbed Material [] super coat or [] Raven coat Inflow Protector [ YEs or []NO To- Liner Oyes gill l7i ts.Thei'ef F+ 4 n Location: ❑�8£reet ❑ ardsFiont ❑ YardaBack 0 Yard -Side 0 Alley ❑ Paved -Concrete Curb t Sidewalk ❑ Bar -Ditch C1 CreQk Bottom 0 Field . 0 Paved -Asphalt rt Dish: ❑ Dish Present • [j Installed 0 Replaced ■ Needs .insert 0 Parking Lot size of the main: [] 4 [] 6 [ [] 10, [] 12 [] 15 C] 20 [] 24 []other inches The Material of the sewer Pipe fl pvc [] cl ay [] Concrete []other Needs tot be resealed:• [ems or []No The metal ring has shifted ❑Yes or []'N'o Describe the infiltration: [ ng []Joints ❑wall []Bench ❑.invert []Tap comments (i l fve•e z (A re s c eA, • • • • • • • • • • • • �C 4'3;'�/jai.;` r.,; e.ENERAtain .. ;c.a:tlX':. ems; ."'.` ;�4iv..,7;_s Date: • manhole sheet • t` / 11 /2018 Manhole TD: Tha--, Depth of the manhole: Physi cal 3 3 C Q Address 01(3in43vn, cog Material of the manhole: [}Concrete []Brick Metal Ring size: H]24 []82 inches Material been deteriorated :['Yes or []No Manhole needs to be rehabbed:[ YEs or ❑ No Rehabbed Material : [duper coat or 0 Raven coat Inflow Protector [ S or []No Location: 0 Street ''Cur b it Dish: ❑ Dish Present • []Fiberglass • • T •- Loner L1 yes lir< D • ` ;ttrnetcr F _ Tocl�es Yard -Front ❑ Yard -Back ❑ Yard -Side Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom ❑ Installed ❑ Replaced 0 Needs .insert size of the main: []4 [36 [( [ 10 ❑12 []15 020 024 pother The Material of the sewer Pipe: [4fpvc ❑clay []concrete []other • El Alley Field • • • ❑ Paved -Concrete Paved -Asphalt Parking Lot 0 i nches Needs to• be. resealed: [ es or []No The metal ring has shifted: []Yes or [dNo Describe the infiltration: Gang []Doints ['?wall []Bench ❑.invert []Tap comments coowl P. tt a. C < it ipati isnte 3 Cu. AY‘ d (s_ • a Ne c(� -to � �d • • • • • • • • • RAALLTNII'.0RATA • I. Date: / 2`t /2018 Physi cal I -I. ' coG0 � ( D ((I t,/� Address: � ���C.VI-G� .eit Material of the manhole: C] concrete C] sri ck C] Fi bergl ass Metal Ring size: C 24 032 inches Materi al been deteriorated: C' Yes or C] No Manhole needs to be rehabbed: C'' YPs or ❑ No Rehabbed Material leper coat or C]Raven coat Inflow Protector C.] Es or ONO • fr • manhole sheet Manhole ID: 2' LC 4 Depth of the manhole: �t e• Sir •T L,inec 0 ye S Q N D A sidle. i a.Yne i-et` f 1 j. n ct, es,, 2---- Location.; W y,treet 0 Yard -Front ❑ Yard -Back ❑ Yard -Side 0 Alley ❑ Paved -Concrete CC b ❑ Sidewalk ❑ Bar -Ditch ❑ Creek -Bost -tom ❑ Field . 0 Paved -Asphalt art Dish: [ Dish Present ❑ Installed 0 Replaced 0 Needs Insert ❑ Parking Lot • size of the main: 04 06 C8 C] 10 C] 12 015 D 20 ❑ 24 ❑other -inches • The Material of the sewer Pipe: Epvc C] cl ay C] concrete Bother Needs to be resealed: Yes or ❑ No The metal ring has shifted: ❑Yes or C N Describe the infiltration:C(Ring C1-6ints ]C" Wall C]Bench ❑.invert C]Tap comments S (_ (5t.',� l‘i ! tk, e6) (, S (mild 1r i h rlr) ? ro e?c fo !' • • • • • • • • • Rehabbed Material:C]super coat or [ Raven coat Inflow Protector []<Es or []No Location: ■ Street • Er Curb t Dish: ❑ Dish Present • Date: ?7 Physical Address* f;L4 /2018 • • manhole sheet Manhole ID:') \.L7 7 Depth of the manhole: F Material of the manhole: []concrete C] Bri ck C] Fi bergl ass Metal Ring size: []24 [Wrinches Material been deteriorated: []Yes or [4o T ~ lner ID yes Manhole needs to be rehabbed: C>]4s or [] No �iot-Me it( Y+ • QU, ❑ Yard -Front ❑ Yard -Bade ❑ Yard -Side ❑ Alley ❑ Paved -Concrete of Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom ❑ Field ❑ Paved -Asphalt - El Installed ❑ Replaced ❑ Needs Insert 0 Parking Lot • size of the main: [] 4 [] 6 OS 010 C] 12 5 [] 20 024 []other inches • The Material of the sewer Pipe: [Jpvc []clay []concrete []other Needs to' be resealed:01es or 0No The metal ring has shifted: []Yes or C]Ro Describe the infiltration: ORing []joints C all [] Bench [].invert []Tap comments 15 5 0:17- r vt +If\ CliteL lbfsicei ��vtc\feil1 (4.o uc "ztl_i1 • • • • • 1 • • G.ZN.ERAX risat . • Date: 21 /2018 Physi cal Address: • pay • • • • manhole sheet Manhole ID: 2 ,' I .„ 9 k Depth of the manhole: FT 0 Material of the manhole: [V]concrete []Brick []Fiberglass Metal Ring size [` 24 [332 inches Material been deteriorated: [fYes or []No Manhole needs to be re.abbed:[/f Es or []No Rehabbed Material:[ super coat or []Raven coat Inflow Protector [ YES or []No • • T •Liner 11 ye s Q (U 0 • • I•ncation: ■ Street ❑ Ya d Front ❑ Yard Back ❑ Yard -Side 0 Alley 0 Paved -Concrete ❑- Curb Sidewalk ❑ Bar -Ditch ❑ Creek-Boitom ❑ Field ■ Paved' - Asphalt -art Dish: 0 Dish Present 0 Installed ❑ Replaced ■ Needs .Insert 0 Packing L of size of the main: 04 []5 [']8 010 012 []15 020 ❑24 Pother inches The Material of the sewer Pi pe N [ pvc Pc -lay []concrete []other Needs to be resealed:[ jYes or []No • The metal ring has shifted []Yes or [1No Describe the infiltration: [(Ring [ffJoints CTwall []Bench ❑.invert []Tap need'"? C1 C 6IAC i 3 /(‘-h N re- 6 1(1 r comments • • • • • • • • Bench / Invert Section • • Direction of Flows Pipe Sizes E • egg" • • • • • fr • • • manhole sheet I. Date: & / 2 /2018 Manhole ID al 5 Depth of the manhole: Physical Address" I) o� ��I<b ft f4se Material of the manhole: [] Concrete [] sr-i ck [] Fi bergl ass Metal Ring size: [:f 24 [] 32 inches Material been deteriiorated:[4ess' or []No Manhole needs to be rehabbed: [ 1 YES or [] No D; °L.: ei-e . F+ Rehabbed Material [j( uper coat or ❑ Raven coat Infl ow Protector YFs or ❑ No Location: 0 Street 0yard-Front 0 Yard -Back 0 Yard -Side ❑ Alley 0 Paved -Concrete 0 • Curb Sidewalk ❑ Bar -Ditch ❑ Creek -Bottom 0 Field 0 Paved -Asphalt ert Dish: 0 Dish Present ❑ Installed ❑ Replaced ❑ Needs .Insert 0 Parking Lot • -Lino(' Dyes r-i 1i D • FT iIthe.54 • size of the main: [] 4 [] 6 [18 [] 10 [] 12 [] 15 020 [] 24 []other • hales i nches The Material of the sewer Pipe: [l pvc [Way ay []concrete []other Needs to• be resealed: Yes or []No The metal ring has shifted []Yes or ['a No Describe the infiltration : [Owing [ of nts [Wall []Bench [].invert []Tap comments ris es Li re-cec • • • • • • • • • • • • • ti'--<. ifQ.`.r`'4di ,K%{n...r a L:=r � / 'L /2018 • manhole sheet ras Manhole xD:1; 1 � I to Depth of the manhole: • Physical Address* 3'1 6 6I-4.-1-00bury be Material of the manhole: [—concrete []Brick []Fiberglass Metal Ring size: [t]"(4 [] 32 inches T M �;Yler 0 es Material been deteriorated:[ Peso r []No i Manhole needs to be rehabbed: [ abbed:[ YES or []No ekrne��fi Rehabbed Material : [] super coat or []Raven coat inflow Protector:[ YES or []NO • FT%;they • c,L es,„:„. -.. Location: 0 St tet 0 Yardaont ❑ Yard -Rack 0 Ward -Side 0 Alley 0 Paved -Concrete ER Curb ❑ Sidewalk ❑ Bar -bitch d Creek -Bottom ❑ Field . ❑ Paved -Asphalt. ?at Dish: ❑ Dish Present [( installed 0 Replaced ■ Needs Insert ❑ Parking Lot • size of the main: 6 [] 6 [t 8 [] 10 C] 12 C] 15 C] 20 ❑ 24 Pother inches The Material of the sewer Pipe: [3 pvc []Clay []Concrete []other Needs to* be resealed: ['jYes or []No The metal ring has shifted: []Y,es or [INo Describe the infiltration:[ Ring [points all l Bench O.-invert C] Tap comments l�Yle 1 ie.c�c +G be- ('c%4 re cciJ • • • • • • • N. • • • • • • • • • • Dater / 21/201.8 • manhole sheet • Manhole ID: , 'l k 1/ 2. Depth of the manhole: FT LS nr ;,r1Nes Physical .-2 Address j) 51i O©Jhfl L) C BPI bk,r>?t6f14 ccr Material of the manhole.[ concrete []Brick []Fiberglass Metal Ring size: [ 24 ❑ 32 inches Material been deteriorated:ace; Yes or []No Manhole needs to be rehabbed:[d4s or []No Rehabbed Material.[ super coat or []Raven coat inflow Protector Big or []No `t" L;hec U ye O N O Location.: ■ Stet ❑ Yard -Front ❑ Yard -Back ❑ Yard -Side 0 Alley ❑ Paved -Concrete Curb ❑ Sidewalk ❑ Bar -bitch ❑ Creek Bottom 0 Field . ❑ Paved -Asphalt. ert Dish: ❑ Dish Present ❑ Installed [p Replaced 0 Needs Insert 0 Parking Lot size of the main: [] 4 ❑ 6 [11.0 [ 12 ❑ 15 [] 20 ❑ 24 []other inches The Material of the sewer Pipe:[ pvc []clay []concrete []other Needs to be resealed: [s or []No The metal ring has shifted: ❑Yes or [„ No Describe the infiltration: [fng []points [Wall []Bench [].invert []Tap comments flees ( % f cknd ! c7 Mt nfe'c �o se_ !it'd_ • • • • • • • • GENERA :FIN o X2MA 4 Physical Address • fr manhole sheet 5 /2018 Manhole ID:"Z- I Depth of the manhole: FT _'othez. Material of the manhole: []concrete []Brick []Fiberglass Metal Ring size: [] 24 [] 32 inches Material been deteriorated: []Yes or [ No Manhole needs to be rehabbed:[]YEs or ON Rehabbed Material []super coat or []Raven coat Inflow Protector:[]YEs or E]N Location: ❑ Street ■ Yard -Front ■ Yard -Back ❑' Cub- ❑ Sidewalk ❑ Bar -Ditch ert Dish: Et DDish. Present ❑ Installed ■ Replaced CI ■ T— l_a nec- u ye s a IU D ic-Ynei-el" Y+ Yard -Side Creek -Bottom Needs Insert ❑ Ailey ❑ Paved -Concrete Field ❑ Paved -Asphalt 0 Parking Lot size of the main: [] 4 [] 6 [] 8 [] [] 10 [ vc p p Y 12 15 [] 20 [] 24 []other inches The Material of the sewer Pipe [ []cla []concrete []other Needs to be resealed: []Yes or No The metal ring has shlftedt[]Yes or Elio Describe the infiltration: []Ring []Joints []wall []Bench []invert []Tap comments (Aceds CL. Oa 04 (e_paa«3‘ • • Direction of Flows Pipe Sizes • 0 cc z w 0 r Q 0 Manhole Address Manhole ID Depth/FT Depth/Inches Diameter/ft garden rd 4--8--8 6 5 5 garden rd 5--8- 54 7 3 5 garden rd 5--8--12 9 1 4 garden rd and laurie st 5--8--7 11 6 4 garden rd 5--8--8 12 4 4 garden rd and gardenia st 5--8--9 12 7 4 garden rd 5--8--10 7 6 4 garden rd 5--8--20 6 8 4 garden rd 5--8--11 5 11 4 6506 Gardenia St 5--9--109 10 8 4 2421 Gardenia St 5--9--110 9 10 4 6421 laurie st 5--9--108 5 11 4 6309 laurie 5--9--107 3 4 4 st 6319 Gardenia St 5--9--115 8 2 4 6221 Gardenia st 5-9-116 7 4 4 6204 Gardenia st 5--9--117 6 3 4 6113 Gardenia St 5 9 121 4 9 4 5--9--122 2544 lazybend st 5--9--111 7 2 4 2608 Lazybend st 5--9--112 6 3 4 2628 lazybend st 5--9--113 3 9 4 2637 lazy bend st 5--9--114 4 1 4 Broadway and Lazybend st 5--9--123 5 9 4 518 5--9--149 6 5 4 518 5--9--7 4 1 4 2539 thelma dr 5--9--118 5 11 4 2614 Dr 5--9--119 4 4 Thelman 2626 and 6203 thelma st 5--9--120 3 5 4 • • • • • • • • • hate: '2t Physical q'1 \I .U� Address;, • • • • • • • • 4/1 • /2018 Material ,of the man • 4 » t • • • • • • manhole sheet • Manhole :D„ • • • • • • • • • • • •1 • • no • • th of the manhole: le- concrete LJr3ri c?c ElFiberglass • Metal Ring s'ize.i!'24 032 inches Material been deter? orated.0Yes or Ow Manhole needs to be rehabbed: fYEs or INQ Rehabbed Materi .l: flsuper coat or t] Rauen cdat xnflaw Protector.LIYPs_or 00N9 anPn iom I3 Sheet } El Yordaont F — Curb Lj Sidewalk morn:tit Li DIt Pa sez ' Cj Stalled • size of. *the main N Cj 4 0 6 Li 010 C The Material of the sewar Pipe. Needs to' be resealed. r-lY•es or,,ONo • • • • and Gaol C( Bar-13itobt El RepluGerl. 13 1 0015 E1 9 • • o w✓crk ealeik � liner }. its-4% allo • • • • tOitsplegit-t. Fla • • Yard -do ] Allay Greg. Bpttom w Needs Snacwt 99 24 Ei otheP, • • • • • • • • I:1 Paved Concrete . a tvodrA.sphalt" Q l''"`ate' 9ng S..tit T riches' Svc •fjClay .Ejconcrete bother r The metal ring. has shifted:: Mayes or ONO • • Describe the infiltration: Oiling t ,zroints t]wall Daeneh t invert ElTap comments • • • • • • • ,; • • • • • • • • • • • • • • • Oa • • • • • • • Bench/bayed Section. • • Pipe gives Direction ofMoves $4 • • B 11. • • • • • • • • • • • • • • • • • ♦ • • • '• • • • • • • • • • •. • • • t I • • • • • • • • • 1.45:1-Zertr-,.aftNAN...nrig . • 1» • • • • • • 4 • Date: Phys 1 cal Address % /2018 .)? - . • • • y M • I •b W • W • • • • • • 41 • 1 • •• • • • • • • • • I • • • • ` •• !.' '• • • manhol e sI6et • • • Manhole In r • . • 1 • • • • y- C, ;r rl� aq .• MO ••• • . • • • • • • • • • N te• • •• • • • ♦ •h • • Depth of the manhol e • • • • • • • • • • • Material of. the warThol evaeon&este £Jrick []r2berglass CI Ppver.e . -F• r• metal Rin s' ze" 2tJ32� � � 7 nohosAA 11•' Te•--1 Llvt cit.i to • tvis 2.-Eeri al been deter-1 o rated [lies /o r [1.No Manhol e needs to be rehabbed: tl'YES or LiNo 4.ehabbed Materi $.1; Dsupei coat , or EJ Raven ,ccaat • ,. xnf1oW Protector: LIYEs.• or E'3r'zo • • • • 1 r 0 • Die p Y • • . y . . aeon-: ET Stst.ftt ET Y •d-Ra lard-�Bacic raj ` ci-Still ' El Mc El Pive&4CoucraDc r 't El Sidewalk D Baitob Ei.; Crc# �Bettom, 0 mid $re&Asi1taflr i se/i :tisk: . JP•rosaxt •• Ef Installed ET • opiaered D Nbe s sat ii_ �' `` xz g Lot • • 1 • size of -the ma7 n w [14 El 6 Erg. E110 C] 1-2 El x5 usz9 E] 24 [Meth eP, -i riches' The Material crf the Se el"' Pipe:J35krc ' cl ay • Dconcrete other. • Reeds to, he reseal States or •p No • The metal ring. has shifted:: E]ys or ta?Zo • • Describe the ri nenstratiorgitHiki rig Moints Efigati Ej Bench Eli mert EjTap corrU ntS_ 'fleet'-' CL fese`�, • it c.d�i�� • (\. ./N\ kst, \ro k-ofice li • •. • • • • • • 0 • • 1 . • • • 40 • • 4 • • • ON • • • Benoit I. brvott Section • . D$reM Con oftows Fipe�J5es • • M 1 • • • • • • • • • • • • 2 • • • • • • • • • • • • re • • • • • • • • • • • • • l4 • • • • ' gate: `Z% '%1 /2018 MMdrecs: C-C (mom �( Address: • • • • • • • • It th • Uli re • • • • • • Pe 111 • • • • manhole sitaat Manhole tp • • • • • • • • • • • • • • • • • h of the manhole: FT • • • • Material of. the manhol e: C•Co torete El Brie cle Ij pmerglass C #2c,iven eatek mato Ring size: y [41/am N he{ Material been deteriorated:rives or EINo Manhole needs to be rehabbed: DYPs or EINci Rehabbed Material: QQsuper caat ar [jRaven .coat inflow Protector:, q.leTS or EIN9 wagon; seztflfsb: • • • • • • • • • n t 4 • • • • • • • • El Street p Yardaaa . jl Yard&)3-a j i Yard -Side e • CI Alley D ? yed CoIioi'ato Gb Q Sidewalk Li iiar ?halt El.. Creeks -Si -tom ttom 1l Odd U s redrA.spltalt- r-`35ieb. P s nt Ei Tn led . lepJaced J{ Weeds Xnsera CI P4Sking Lut size of* 'the main: C34 rig 08 • CD .2:.C715 Eiz9 [324 Elotherinches* The Material of the sewer Pipe: s pvc•: ay Ejconcrete Ej other Reeds to• be resealed: dies ora$Io The metal ring. has shifted: jjyas or 0Nti. Describe the infiltration: Elkit ng [13oints t]Wa' 7 £ wench f'invert EITap • • comments • • • ti • • • • • • • • t, • • • • • • • • • • • Bench ihtvert Secant • • .010 • )D3x'ctticom draws Pipe ghtes • • • • • • • • • • • • • • • • • • • • • • • • • • •A • •A I • • • • • - 1_4 :l�'1 nr ,� ri. • • 4 '• tt • • • • • • • PA • • r • • • • • • 'i • • • • • 0 • • • • manhole suet • • • • • o 4 ' n ;spt 9 j /2018 • Manhole ID. • Physical Address: �+. Material of the manhole: O'c&nc'rete Ljurick Fiberglass G1 RpateArk ettek • • t • • tf De • DEN RD • • • • • • • - • 41/4• • th of the manual e: .57 • • • Metal Ring size: 24 032 inches Materla1 been deter*? crated Yes or [ .No Manhol e needs to be rehabbed: WES or LINO ehabbed Materiel:j2-super coat or LiRaven ,coat Intl ow Protector: ,�'�lEs. or L1No • • • • [l Street [j Ya. I F an ET Yard"B.aet [[ Sidewalk j }3attaaitola gertfllgh: Di .Pxdent - [{ Metalled 0 RepIabfed IPPA • • • A T the 1 "� Di eitimeal-ey-•• • • • bard- ca$ EL CreekL•Bcktoni } eeds nsett • • • Alley Field • size of the main: F14 C0 6 Cal l io 012.0 xS 1,zQ [124 C] other The Material of the sewer. Pipe: Lip {]clay . E]Concrete E]other Needs to• be reseal eth ['Yes or • No The metal ring. has shifted: [] v`es or No Describe the Tnf11tration:t]airig 02orots Wall LTBen ch aa-invert Eftap • • comments_ • • • • AI • • • • • • • • • • • • • • • • • • Bench Toyed Secsn • • • flj reetion ofrows fees • • • • • • • • • • • • • • • Ej Piyed Cotiorate 4•irde dtiAsplab ' El P rnfog zat nth es• • • • • • • • • • • • • • • • • • • • • • • • • • • • z • • • • • • • • Data / /2018• • Manhole XDw Ds Physical Address: • • • • • • • • • • • • . • manhole sleet ' • • • • • • (AT clan . I < • • • O. • 1rr� • Y� .f• • - • • • th of the manhole: • • • • Material of. the manhol e: Concrete Metal ging size: E 24 -82 inches • • CZ rick El Fi b ergl ass Material been deteri orated : El Yes or ONO • Manhole needs to be rehabbed: OYES or EThitin Rehabbed Material: Ejsuper coat or 73Raven ,ct a.t inf.! Ow Protectors AYES_ or ETNQ • • C3 #men r i • • Utinter iJ)t,Esy Q M Q • �c zoai. II Street 1 q Y'Ea'd Froze ji �S�''ard-a3 ac �1 ''' a'd-Side f i Curb Sidewalk p Bar S nub a C eek:Btittom Et sett D g D. . P.t sw i walled 0Iteplaared 13 Feeds hurt • • size of the ma.in04 r]6 E .3.2 .E115 E]Z9 G]24 Uother.=` The Material of the sewer Pipet npvc .0 clay El concrete 00other Reeds to• be reseal edw[Yes or„Duo The metal ring. has shifted; DY'es or ER-0 ea .Alley r • • • • • • • • • • D Pixed Co#torate Maid redne.s t ialt • C( P k!ng Lot 1 aches' Describe the in`flitr=ation: C]R.irig 0Pofnts Wall tiBench as -invert LiTap comments • • • • • • ,E • • • • • • • • ▪ • • • • • Bend / Taa• ert Seaton • • • • • Direction ofFicivixo rice Sizes • • • • • • • • • • • • • • • • • • • • • • • • Physi cal Address: • • • • • • • • rf"tt'p7 i PA 4141 • • • • • • • • • • • • • • • • • • • • manhole shet • • • • • • • Y /2011 Manho1 7D:3iDe Z% • • • • re, • RD th of the manhcl ex Material ,of, the manila e:1 Conoliete :]hick []Fiberglass • Metal ling size: Ef24 tJ32 inches Material been deteriarated:a es or ETNo ManhuT e needs to Lite rehabbed: CYES or ONO Rehabbed Materi : El super coat or El Raven that nf1ow Protector: t(Fs.or CJN9 • aei0311 C( Street Ej TEO'd �aa Cab $f devqaik seat isiz: fl Dish P.resezt • a Installed • • • • size of • 'the main: 94 00 6 Cj E The Material of the sewer Pipe Needs •ta• be reseal edw tires or No The metal ring.has shifted: aVes or • • redeem a Banajitelt j=# Wigged • • • Pw/ei\ tittek I • 'Stard-,S o 0 sag CC I Creep-B6tiom El Meld E 'Moods Insett • E] 12 0 x5 029 C 24 La bther. • • • • • • • • • • • C ?aired Cotorete . l�•tired ..spiinww' Cl Pag Lot • i riches' pnc • CI ay El concrete G other • • O f Describe the 'infiltrat'ion. Cj ,-ing 03o' nts t]wal'I ETaertch nvert El Tap . • • comnterits - • • • • • • • • • • • • • • • • • • • • • E'ench 1 Invert Section Direeltxt or Flom Pi ties • • 1 • • • • • • • • • • • • • • • • • • • •- • • • • art • • • • • • • • Phys i cal Atictress:, • • • • .• • 1 1 • • • de • • • • • • etztatin't • (V /2018 • • • •h •p • •.l • •N • • - •.. 100 • • • • • • • • • . • • r 9 • •• manhole sli6et • • • •• • • Manhole Io: 3 4) :71)E/17/7i tateri al % o• , the manhole:2toncre-te Metal Ring size: all tJ32 Inches eta-Leri al been deter r a rated h t t s or E3wo Manhole needs to be reha ►bed t ElY •s or E2Mo tz:ehabbed Material : Dsuper coat or EJRaven ,cat • . • • • •• • • • • • • • • • • r.� • • • 9 PD Orr 1 c Depth of the manhol ez • L] ck C]FTherglass • tnf'Iow Protsctor„ LI Es.. or EJN9 • • • • • • ✓ • • C:1 Raven ek n A A 14 1-"/ n 41 evprierlaer • • nation:: on: o El and -Root. El( Yards► -a. fj ," 'ci•---Szr o • Et 'b D SfrlewatTc D Bar DittaJt 11 Cregk-Bettor s er f ffsh : D •/D sb. r sex Th stall. d Q Ropha8 e d. D N l e h based V •. • • • • • • 1. r • • • • 1 • • • • • • May D Payoedratiorete 1 Field 6 k4iiie &Asphalt " P - 1ugLt t • • size aF'the ma.-inCJ 4 Zap D1-8---rej10 Cl 12 .El x5 Ejszg 024 Ubthet -iriches' • The Material of the sewer: P peg D pvc Ttc1ayQconcrete []other. • .e&ds toe he reseal ech jSes or n ilo • The metal ring. has shifted: Dvs or EINO • • Describe the f nfl l trat• i hn z L] M ng Lisoints jjaersch Qinvert E]Tap comments 1 • M • II••• ••• • • • • b • • • ti • 1• • • • • • • • • • • • • ♦ •r • • • • • • • • • Bend. OCirvert N Seciton •• • • maim of lbws Pipe Sfr •• 0 • 1 • • • • • • • • 1 1 • • ►• • • • • • • 1 • • • • • • • •• • • 1 • • i • • • • • • • • f • • • • tit • LI 1 w 1V • • • • • • • • • • • • • • 1 • manhal e sheaf • H •• Pf 1 • 0 • 0 • • • • • t • • • • • / • • • • / y• •a • frvia" ifr • • • (t1 r\ • • \t' • • /2018 Manhole XD FAH L Depth of the rnanho7 e i FT pays i cal 2Qr e . Address:. %/;` Z • • Va • • • • / Material ofthe manhoT e: E'IEonc'rate ir7 ck Fiberglass 0 en t- • metal Ring seize: Ca 4 [332 inches Ma eri al been deter i o rafted : es a r= liNo IMiarhol e needs to be rehabbed: J?J s or ETho izehabbed Materi x E]sjgpi coat or CJaven .coat • • n•f� Prote ctori4jYEs. or EJwy • OCa±wn: 2 Stro6t El ' .'d.--F 'od: 0 Yard-1)3-act Ej Yard -Sib .Alicsr 0 PSe&0o2tcrate vain) D Sidewalk fl Bar•flito Ef , Cre k-Boffaixn El Field MredAspktr sect Dia; .D'igh.Pramit n Itiatalld eD Repi&.ie . 0 Me 'sat El *pug Lot 1 0 • • • unet Y • r • i • Tv 0 • • • • • • • • • • • • • size of 'the n:04 6 Elif Ef1,0 12 C74.5 Ej.29 [124• rj 'other. e -inches' • The Material of the Sewer•, Pi pekkr- vc •D1ay , D concrete []other meads to' be resea; Bch; Oita or „p No • • The metal ring. has shy •Fted h ElYes or • H Describe the 1nfiitrat•ion: t];oints Ujwa1 Lf.7nvert DTap comments Ate ec • 'fie -5e01/4, • 1 • • • • • 1 •. • • 1 • • • • • • • • • • • 1 • • • •• • • • • • Bench. I, invert Semilicrt • • • Tires- • • •• bak • • • . ,•MIC•11.1101:=! N ` D.fre t- ton of Pip Mazes N / • • • • N • • • • • • • • • • • • • 1 • • • • IMO • • • • 1 • • • 0- a • • d • • • • • • • • • • • • • Phys-7 cal Address:. • • • • •• • • x • • • • • • • • 12.4 f kAy,i7tirliiptnvth • r• Id • • /2018 • • i • • • • • • • • • • • •r • -- •''. • rnanho7 e sheet ' • Tit': • ..- • - •�•• • - r • •' • • • • • • ••• • • Manhole ID:: • • • f • I • yt 1^ :1-10 lJepth of the manho7 eK • • • • .. 00 6°2-4 env ( 62(2 S: erFLtilkt • • ia• &ri al of, the milli7 e:'1 conc'ete Drck []rtberglass 0 Metal Ring size: c 244 E332 'inches Material been deteri +gyrated h to es or EINo iarhol e needs to be rehahbath 5'YEs or QNo q:ehabk ed Mator7 f super coat or fJaven .coat • 1 • • tnflpint Protector:cDyiS.. or EJNO • • • • • • itip_ven A • •i• • '1`-' Liner 0 1 • Diaftytelatr :7Ls yl dr], • • puck: Et Stateet D Y Y Fronf ratt&-;Back D YarcirSicie • Curb D Sidewalk rf Bar-fftob El:, Creek Bitom 6I Meld next Dish; Dish Preen± j mod D RopJaie . E Wears aert 4 1 • • Size of the magi n : Jj 4 6 E. V • • 0 • El • • • • • • • • • 0 • • 4 w • Payea4Catioreto k,-4-irecitaspitait v P - ring Tacit E110 12 D 4:5 El 629 [124 Ej other nch es • The Material of the sewer' Pipe: [- pvc {]c'1ayconcrete pother. • N.aods to• be resea` edu [)jYes or DNo 1 4. The petal ring. has sill -Fleck: Liras or I2fmo . • Describe the ~i n•191 t.rati on EfMRing L1!lcr!nts r:wan IJ Bench LLinvert EfTap comments fl ced 6C._ • • • • • • • • ti • • • • • • • • 4 • • • • • • • • - • • • • • _ • • • • • • r • • • a • • • • • • Bench "Invert Semtion. • Dfr ion of.gialwo r f flieSfes OM • 110 1 • • • • • • a • • • I • • • • 1 i • • • • • 441 I • • • • • • • • • • • • • i • • • • • 1 • • • • ti • ,.•A nrG. > .�4'c�x , �.14 •1 • fd • F a 1 • • • • •h Date: (-4, / /20 . ails** Phys i cal Address:. • • • 1 • eh •n I ••,• • • • • • • • 7 1 • ler • • . • I • • • • • • Se manhole s tea • • • • • • • • • • Ma.nhol e ID: nc. Leurrie S'i • • • 4. • i 0 • • • , y• •M •r - r� • •�. • r • 1 • • • N RD • • • • 1 • • • 1~ ^ � S Depth of the manhol eK • • • , Mated al of. the manhole: L2'Eon&eteDRric?c Driberglass 0Ro-vc)-1\ t- i metal Ring Size: I2'2 • EI32 Thches ifiaizeri al been c eter ()rated: [life; or Otwo tanhol e needs to be rehabbed; t32s +ar tJNo tehabbed mated t.l : super coat or QRaven . ccdat • 1 • xnflaw ProtecLor YEs•-or EJN9 pecan? sex't Jisb • • • El 1 • • • • • A ,i • • • • Liner M ° 1/t. • 1 rmytei-eer Fet•-f yi • Y• • • • • cot f Yard -Rent : Ef 'Sr .' -i)aaa c Lj Ywd.--SM o • ET Alley 0 P4-ved-Coticrate Grath 0 sidewpik D 3arsiDztela 111., Creech-Bottozx El Field / D i.reds- talt:" Diaa.mtent * El Th�ed Li ,' epiaeed. 0 Needs hser • • g Lot • • • • size of 'the ma. i n : Cj C] 6 8 D1c,,$]12.D$ Eiszg E]24 inches' The Material of the sewer Pipe: Drivc 11 CI ay .0 concrete pother` Nteeds tot be resealed;• [�f'ves or •DNo • The metal ring. has sh'i flet 4s or OND / • er▪ r Describe the - nil l trati on A .is ng nts agaTi EjBench . i avert [imp _ • �1 comments fle- �) �- - ' `n =��-c� a 9_�� � _ ,t 1 • • ()rn/e l4 • • • • a • • • Os • • • - • • 1 • • • • • • • • • la • • f 1• • • • • Butch. i .cert Seaton. ., ''rr ea / 1 D$ ection cctulows I Pipe Stzes / • Y • • • • • • • • a • - Y • • • • • • • • • 0- i • • A • • • • • • • • • I • • Date �Z. .411siscp Physi �ca7 Address: • • • • I • ► • •• • x • • • • • • • • • • 1 • • • • • • • • • • • • / A I • • • flka • • ► • maxiho7 e sheet • • • H • • • • 1 • 4 ♦ • ♦ • • • • • • •. /2018 • Marn h o l e D t (9 Lc clear • 4 • • • } SO .. • I • . • • • . • . • • • Dept of the manhole: FT q -At -eta•,.•--fir • • • • • • • Material ,of. the rnanho7 e: Ea con&&ete LJrricIc Dr?berg1asr 0 c ern cartAk • • Metal Ring size: Lf 4• [332 inches • • Material been deter? o rated K t] yes or ENo • A A i • • Lahneic fljt-g.. a NI 0 Manhole needs to be rehabbed DYES or- flNO , apterl-er r-4- p c1,3, Rehabbed material: Dsupei coat or LiRaven eclat • xn•F� oar P rote cto r JJYES. or gity • • .sac o• ; D Street fl *Yard-Routfl Yar & &fail Curb 0 Sidewalk 0 Bars -Ditch ase4.111sIty, V D#!zb Pr sent Installed 0 Replaced • . • • • • • 0 El • • Yard- Mo Creek/ -Bo corn Nee dsks t El 0 • • • • • • • • e y 0 Pave •-Conaotc ` c . i I kve&Asphalir Pa;1Smg Lpt • • size ot''the ma-in:rj 4 Cl6 0$ PAD 12 C]x5 E1.29 EJ 24 CI .0-th et! -Inches' The Iviater7a'1 of the sewer Pipe:ap`vc Cl ay concrete []other'i • Reeds tot be reseal edw flies or 1.E('No • • The foetal ring . has sh4 feed h [Jys or EIND • • Describe - iPle infiltration: Dieing Bp agents DWa.11 Bsnch O.-Invert EfTap . comments. • ,7 • • • l )(,1 iiinra • t{ • • • • • • • • • • • • • e • • • • • • • • • • 4 • • • • B e elf. /Invert ' ` Direction. of Fittivvs Section v Pipe Sikes • • • • • • • • • • • • • • 1 • • • • • • 1 • • ♦ • • • • w • • • • • • • • • • • • • • 1 • •• • 2 • •• • • • 1 1- ►-+a� K 1 f2O1q • • Phys i cal Address:, C\C • • • . • • • • I • . • • 1 • • • • • • ••• 1 • • .• • • • • • ti • • Is manhole sheet • • • • • Man h o l ID g-- • 1 M N • F • • • 1 • • .. • • • y• •• !ram%' • . • r• ► -s / • s r • 1 • • • Deeth of the manhole: eN • 1 • • • Iviaterial ,ref. the manhole: • • • • co/wire-Le tdThnibfPrick OF-lberglass 0 Pp-ver' Metal Ring size: CT24 tJ32 inches • • • tviaierial been deteri arated a t(.1Yes or Owo MMianhaf e needs to be rehabbed:EI&Es or QNo Rehabbed Materi .1 y f sczperr coat or [1 Raven coat / • tuff ow p rote c, Co r .C] YES-. or LE Ny cream sertfieb • 4 • jp . • • • • o &coot i irfaxlaait 9 lardaBaajc `b sxdawalk fl Bai:flzwwb tel/Disb.P.mEwit L Installed Li RepJ .ie . • • •• • brb-% Lhnek: • • Di "''fry i ie wl"et Et • • o Yarcl-Siclo f Cregk-Btttom Q •eects Tnsait • • r a • • • • • • • Field . D koettasphair P4- ng Lot • • size of 'the ma7 n : [j4 Zz 6 08 [ 10 [312 CDT.5 Elbz9 024 Obthet: 7 riches' • The Material of the Sewer P pe: E'pvc {]c1ayconcrete [lather. Reeds toe be rteseaiedK [ fires er•••QQNo • The metal ring. has shtf'Le h EPs or No • • •• Describe the - n-i l tra i on z Mug Dpoilnts rat ` ElBench. O.-invert EiTap comments. fle2 neeJ • f e•• t\ 1 1 • • cio L.) rproekc- ►a • 1 • • • • • . • • • 1 • • • • • • • . • • t • • • • • • • Benda /Xnwrt SUOMI. 1 Ns ` Df e tt n SJj♦ .]Li hw . • Pipe Sri • • r v • • • • • 1 • • H • • • • • • • • • • • • • .• • • . • • • • • • • • • • • se 0 I imA Wf • ♦ • • Date: Phys r ca7 Address: • 1• /2our c,‘ drevit, • • • • • • • • • • • • . • • • • manhole shy • • • 1•• • • • • • • • Manhole Iv: ' (-ev\td. • •• • se t • • • a6,• 0,s • • • 1 • ♦ • • • Y• •✓ f `..Y.7 .1 r_. -/- Tine V.P. • •31 r.. t •' • • • R\J Depth of -the manhole: • • • FT ' 1� i 7 �• �- Material ,of. the manhole: • • • concrete ir7ck 0 rlberglass 0 Pp.vcn Metal Ring size: [6.4 t332 inches ivza±er jal been deteriora-tedri tees or LINo Manhole needs to be rehabbed: JTES or E]No • • • Rehabbed Material: O Super coat or QRaveu c4at • £nf ow Protector DYES. or Ear • • o e on-: 111 &mot 'b sort flMi Dom. Pre eni ►. • • • • • • • A 4 T Liylekli • Di a:Ina-eel& • • ID Yea• .-Front Ef Yard-43-aoii ET alma f Bar•-•Ditoil Cre 1 Bottom Ef n Installed D R8pMM e!I Dk" Needsinsert ♦ b • • elax,Anti" • . r • ♦ • • • • • • Maw I P ve& Corerato : xt ed.NAs- 1tat :. 4.drag Lti: • • size af• 'the main : Ei 4 6 El s 010 012 El Ea'29 El 24 0othw' . . inches' • The Material a`I of the sewer P pe: pvc 'El ci a. - , Ci concrete pother • Needs tot he r es eal ed E S•es or ..• l No The metal ring. has sh fLed: Q v s or DNO • • Describe the 7 nfi1trayion L]k ng E].1o1nts Dwatf jjaench Qinvert jjTap • comments Ae ea- % L- Z-tr-go Gil r? f EY. f vta •-• • ,z • • • • • • • • a • • 0 • • • • • • Oft • . • • • • • al • . • • • 1 • w r • • Mil • • • Bend:W v rt N SeciltEnt „„r- (71.1r1 . ( v" • D rret t on of MOWS Pipe Skes it C • • • • • • • • • • • 1 • • • • • • • • • 7 • r • • • • • • • • • • • • • •• i • 0• • i • • • • ir A,., 44r-Zte-Zliwk. PytAsk ettaIMMN • I f Date: Physi cal Address:, • • • • •s •I 0$ • • • • • • • •• • • • • • 1 • • • • manhole silemer' • • • • • • • • • • /2O1 Manhole zd:j • • • t • • • • • • • • • • • • • • ,•• • • • .11yt •� i Ps • • • • Depth of the manho7 eK (YaJi i4co e b't i Gam. S Ma.t6r1 a1 of. the rnan11o7 e: t4con&ete El rr7 c?c El Fiberglass 0 ftcwer\ • Meta1 Ring Size: Df'4 tTh2 Inches i a±er i al been de eri a rated : t3 yes o r3 DNo n •1 • � Llinec, A g t2vM 0 • • Manhole Heads to be rehabbedwLaYEs or tiNo Rehabbed Materfli:Ejsuper coat or tjRaven coat: 4 • L:nfl ciw Protector EIYEs.. or Ej Ny • • • • Di ekosiyie4-e . . ocittiaw, El Street J Et Yarder.'aud: 0 Yard --arc U Yard -ale . 0 Alley- El paves••Co citate 'b ET Sidewaaa D Bar-I/ic t EI cre& B6ft'om Il F• &xci e&'A ala-' sert ish j Dish Pa scent 111 0 Reph .shed Dr Nees T.sazt 1 P`.• g Lit • • t • • • • • • • • w • • • • • • size of .-the main: [I4 Za 6 08 E0 p12 0157EabZQ024 DathetC inches' The Material 0f the Sewer- Pipe. E3pvc II c7ay .Oconcrete Ej other Meeds to• be res ea7 ec �• [i'es or .•.7j No The metal ring. has shi ted: es or DNo • • ✓ M Describe the '1 nf9 1 trat•- on „ 1?flcrzg D,1cr2nts DWa.11 ti:Ta&rjch ainvert DTaP comments )e-- eL�. • Cam_ • re >c•. Cu* c% :- (% e Li t Ci f'l<' t C ✓ �Hl CIO y 1 • • • ►a • • • • • • • • • • • • • • • $ • • • 0 • • • • • • • • • •• • • Bench flnvert Section • • • Dire t ckn of Flaws Pip a gles • w r • • • • • • • • • . • • • \ e • • • • • • • I • N • • • • • • • • • • • .• 1 • ♦ I • • • • • • • • • Date: 2/ /2oul Ph s r cal Mctress: • WY(' eyvv • NMater1 a7 of the manh • • 1 • I • • • • 7 • - • • • • . 10. • • • • • • • manhole sheet • • • • • • • • • • • • • • • • • 1 \ • • • • k) RD y ••• • • • 1/ • • • • • . . • • • Manhol e Io x, 4 �l 0 Depth of the rnanho7 e: 1 • v4 JAI • .. • • • • • • 1 e: ETcori&ete E]Rr ck Fiberglass 0 • • Metal Ring size: r • t332 inches , • PpEef\ • ?4ater i al been deteriorated: Efres yr Owo Manhole needs to be rehabbed: [ YES or QNo Rehabbed Mater7 .'1 t El super coat or El Baden coat �n•F7 ��u P rote coo r . , W ES . o r EJN9 oe 0. 41 Strea fl Yardatnt I 3ra+d Ba. c yard-sicto • Ei Alie;y Ej Paved -Col -waft •� S4 dews & Batt- oh CrcgI:Bottom. El `.�excl . Ef .q.tetinAsplialts sez•t nzsw . si� . Neale Irsatii Pa ingLot P-T%-4 M_ IV o • r Di eau/we:lathe" t) tC.--1 • • • • • . • • • • • • • • size of 'the rna? n : [14 rj 6 8 B140 Ej 12 C] :1.5 E-129 G] 24 Elothetic nches' The Material of the sewer ripe: Eipvc 11 CI ay Jjconcrete other. • Deeds to• be reseal eth [2f'tes or • ] No The metal ring. has sh ite n E'ISs ar DNo • • •• Describe the 1 nfi 1 • ration ' „i rig 0,3 Outs rligal lij Bench avert EfTap PO:\ comments. nc & e-- 1 au) doi c • _ • • • • 4- 04, et 1 c so j' to i‘ ei& r. a • • 1i • v. • • • • • • a • • • • • • • • • • • AI • . • • • • • w • • • • • • 1 • 111 • • • Bench thtvert Section • • • • Mrxection of lbws '1^ • ' 1A gkes • • . • r • • • • • • • • • • • • • 1 ♦ • •• • ♦ • 1 • • ♦ • I • • • • • • •• i tir ti� "_t Jf'-- �c%� 4• • 1 • Date: Physi ca7 Address:. . • 1 • •• 1 i /201q • • 1 • • • 1 I • •i •L $ • •V • • • • • • • 1 • • • • •• J • • • 1 • manhole sheet •• • • •• • • • •• • • • • r• • Manhole 'On - ivlat6r1 a7 of the manho7 e: g(conc'rete • -. Metal Ring size: C(24 932 inches Ma±erial been de ter r a rated n E 1 Yes o In No 1 vs 000 M • • 1 ♦ • • 1 • y • •• .»- or r' • • • Arr•.- r• 1 • • • i• • • 1+. •-• • • Depth of the manha1 eu • D Rd c?c Fiberglass . • • iMianhol e needs to l:! e rehabbed w MYEs or QNo • Rehabbed Mator i ?el : El supr= coat or D Raven cc at 4 • :non ow ProteCo El YES or E 1 • • No 1 Qc, o f El Steebt fl Yard -Front 1�- aumb D Sidewalk serfDzs ; fir. . " sex IThealled M • I • • • • 1 • • • Y dBBaci 0 BarN3ftaJ Rep1a6ed • size a F ith Q ma.-i n F D 4 QG S EI1O 12 D.5 E229 • RpAtef‘ exitartick • • A A • 4 Tes-* LIneic ci >4/4 " 0 • eiumesteer ra+ 7 yi .L1 • • • Cre -B ttom Er Field- Nbectsiusert • • • • 0 • • • • • Ei Egve&-Conoi'eta .0 kktecipAsplialts P4t7ng LPt • 24 Datht( itches' The Material of the sewer Pipe: [ 'pvc ay Cl concrete Dother. • ire&ds to' be resealed: 7%s or ••1t]No - The metal ring _ has sh fuedh C•' Yes or Describe the T n` i l tratT orx .� t�[].rcr!rits • • jfla&nch Qinvert DTZLP . 1 ekt_ )&7L_secatA 1, cA. comments nc., Ln nece/5 • `-' • eV- • Ll jiN \TN Ort/c, • • • •• • 0 4 • • • • • • • • • • 3 • • • • • • • • • • • Bthich Divert Scotto:a • • • • `..—s.1�--}' flfeetion ofirictwo likes /N • • • • • • • • • • • • • • • • • • • • • • • M • • • • • • • • • • • • • •• • Physi cal Address:, • • • • • • • x • • • • • • • • • • • • • • or • • • •A • W • • • • • . • • • • I . •• • • • manhole sh e' et • • Y LaA� '55 f OP •—. /• /2018 • • • • • P• • Manhole • • • • • • F • • • • 1^ • • • • • '; 1 ) ith • 6 t? C(. C (UU_ it 0 cc/Ai-84c/ lei 51 • Material of. the manho7 ea E]con&ete EJr3r1 cic erglass • metal Ring size: CZt24 032 inches ivia er•i al been deter i o rated h t"fees or JJND • • • • Manhol o needs to he rehabbed: tfms or QNo t:ehahbed Mate l t.l : t]supi1 coat or UJRaven . ccdat • � oil W rote cta r : b YES.. or 1\19 • ocation) El &coot • • 1. • • • •• fj Yard -Raul purb D Sidewalk Dom.Posen Installed . • 1 • • • • evi • • .t w of the marrho1 eK flp_ven A T~ L;nO1 • 1 Dieminesiaer Pri-e • Y El Yard -;Ravi jTardnsia0 • El BarNDtWb El ;, Cregk''-B3Item El l Reph thed 0 Needs Liszt •• a v • 671 • size: of the rna-i n 4 C7 6 B8 p 12 Epi.5 Ejt2g 24 E(o�h�r �_ The Material of the setnrer,PIperEMpvc Clayconcrete 0athet� • • • May ileac • • • • • • Mo. • ale yi 1 0 El • • • • • w avecriCoucr'ete �i I .:t.'e as @ ait • P 1 g Lot reeds to• he resea.7e4 Elves or•�ff o 1 The metal ring . has shifted: Lives or E(NO Describe bo the nil 7 •drat r on :t.HICT ng o'e nts ri a 13Bnch avert `r'a.p • • • • • 'z riches' camMents Ine ei G (t' S(-_'� • • • • ell • • • • •. • • • • • • • • • • • • • • • • • • • • • • on . • • • . • ♦ • Bench 41. Inviext Section N Direetion of limn riparzes 1 • 1 • • • • • • • • • • 1 • • • • • • • M • • •• • • • • • • ,• •• •• • • • x • • • • • • �.:�. ▪ till M • • • • • • • • • • 1 ! ' Da; R / _ /2018 P 1•1yrs cal' Address: • • Plater:Lai of. the manhgT e: • • • i • • ft • • N • • • PY • • • T • • • • • • f • • • r• r rnanhol e sheat • ' •.• -• • • • • • • "--f • • • Manhrf e • •• M • • I I I • • •/ i • • +1 • • Depth of the rnanho7 e H • • • concrete {]j3rick []Fberg1ass 0 Rp-ver t- • n Metal Ring size: !J24 D332 :riches Ia er a1 been deter: o rated h tams o 1•2 • D.No Manhole needs to he rehabbed: ' - s or NI t:ehabbed MaterYi .'i : C]sypi- coat or CJRaven . ccaat • • :Lunn opt Protector: ?rIYES.. or [iwy • • n c an{ Et &cot Y 'tl-•F`ra tt. -13 S cIew 1k ser Dishy ( Dom. P. set installed sus • • • • • • n A Liner a )nirt$ ' • • • • • • M rj Bar -•:fob IJ,, CreQkk-B ffom J oPl ed 9 "Coeds Tnser • 0 e • • Y1 Girl • • • , • - 'S 05. Li fey 0 Pa ?'e& Coticrote Q Field ,l ed s itati` I Pi*hag " it • • • size of the maz n d El 4 6 0" 010 C] 12 . z1 4.5 Ej.29 024 Li other -� n[hes' The Material of the sewer pxpe:Z'�jprrc {]clay Dconcrete E]othert • dieeds to• he res ea7 ec V [ftes or I] No The metring. . has shd •l"cet Efljsal r or •E No w n Describe the -h nfi Itrati on:: Ri ng C17o1nts DwaTl Efasrich EMnvert ljTap cortnents_ .1\Ce-CL A_ 6;C'a • /^ • • 11 • • • • • • • • • • • • • • • • • • • • • • • • M H • r • • • • rovort Seetirni Pipe Slims N Dfre tion oJI:Wo if 1C , • • • • • • • • • • • • CO • • • • • • • • 1 ♦ • ►• 7 • • • • • • • • • • • • • • • • •. • • • 1 • • • 11 • • • •1 • • .. M 4ttPt. aC [1 • ▪ t �•-.-7 r r f •• /2018 • 1 •,, •ti • w w • • • • • • • • • • • ✓ / • • • • • • rnanho7 e she. at • • • ♦. Y M • • • • • • • • • • 1 • . I anhol e rc • 1 Phys 1 cal1Go eAddress: ` �• .. " .�C,� l �'it(, • Mater7 a1 of the manhol e: E?concrete LJHr c?c 0• r r b ergl -ass • • • 1 • 1 • • • • • 4 •I• ••• • ^ •a. • • • • RD • • Depth of the manh.o7 eK • • • RO-VesiN n Natal ng size r [132 inches • tea'Leri al been deter 1 a rated : t}ems or 0 No • • • Marhol e needs to kie rehahb ac w tilfs or EJNo 4ehabbed Material I : Dsuyei7 coat ar LiRaven coat ow Protector:Es. or EJwy • L ocation; Siteot fl EW&-Pram Er Yarct-' &ci j Witt -Sib ET Ailey D Paved.-Coticrote `) 0 Sidewalk n Barflftt C1 Cregl*Q'-Bitoxrj 0 Field ��.►.t .� i to it sett Dish; Dice. P.�esex.� • Et od Ej epXal;e . 0 Needs Ths Er P `= ug LUt r. 1 1 • •• U ' i .• • • • $ • CaLscit- • r DZootottth-e-r, F4- 71: Y • • • • • • • • 1t ^ • • • 1 • • • • • • • • • • size of the ma-in����� rif6 artj1.0�1x C��� 5 EjsZ90 24 other!. riches' The Material of the sewer•, pl pek vc • ] CI ay • ricohcrete E]other'• • t\teeds to. be rXesea7 edu [fres or „ONo eV • The metal r i n.g . has shifted: E Yes or ` t Ito • • Describe the -i rail It ra• 'i o :: E ire Lip olerits Olgal El Bench avert amp coriflerlts 1 neca(1,( .S C'i • • • • '1 • 1. • • • • • • • • • • • • r • a • • • • • • 0 1 • 1 • • 1 • • • 1 • • • - • • Bench / ThssrertSection Marries • • • • • Dtreetion of ws • • •• • • • • • • • • • • • • • • • • • • • • • • be • • • • • ♦ • • • • w • 1 •- 9 • • ♦ • • • • ♦ • • ♦ • • • • • • • • / • • • • • • • • • J �.• 4 rrc.�JE=:4, 9213ytti �f • i • tp• Date: (,1 PFiys i cal Address:. • ... •• /2018 • • • 1 • • • Oa • • • • • • • • • • • , • • • • • • a .. • • manQ e sheet • • • • • ♦ • 1 Manhol e ID: kedram---(f c 1 r )ezff sic ( Iv!ater al of the marxho7 e: La -concrete r]Pri ck []P?berglass inPp-ver \ r • • • • • • rry ,,. • !a `e SO \�-- r • • • • •• • • • • Depth of the rnarthol e • • • Metal Ring s7 ze:A Zf4• fl32 Thchos • t�a±er7 a7 been deter i arated r t]'ts � ONO • .. Manhol e Wok's to tie rehabbed: DYES or QNo 'rehabbed Material : E]sjrpei coat or; Qaven .coat • • xnfTaw Protector: r YES.. or EThy • Bedlam) &root • L 1 El Yard-Ront: ET Sidewalk • serf ZLJfs tti Dtsb.P.raent •• • • • • • • • • jr Yard -Back fl Bar fl±tob RepJa ed. 4 4 ro--I Uner ci { • • DZoviitteri-act r • w • •�I--zoo 0 El:, Creek-Bptom 0 Nbec's iusett • • • • 440 • • • • • • 1 FT • • • • Y • Allay D Pave Couoreto Fleicl .0 kleirecitasisitair P4` dngLit size of 'the ma-i n 4 0 6 8 010 ti 12 D :L5 Utz() 24 Lfothets • 'z riches' The Material of the sewer ,. Pipe: pvc •E] C7 ay Cl concrete Jj other. l' Needs to. be reseal Edw E!Yes or JJNo The metal ring. has 1-��./ 1 f :0d: 0 Yes or• 1 No • • Describe the nil l trati on n ng EDoints I a7 El Beach riven EjTap comments �� e C'd• Obi • • • • • • • ♦ • • • • • • • • • • • • • • ims • • • • • . • • • lk • r Bench /. hived Section • • r • • • Pfrecttkxn. of Maws Pipe gkes • • • • • • • • • • • • • • • • • H 1 • • A • • • • • • • • • • I • s.•pit tG • 1 • Date L • • Phys i cal Address:. • • • • • i • • 1 • • • at f\ /2018 6 / • • • • • • • C • • • r • • •h 1 w • 'N • • • • ' • • • • • • • • • 1 • • • • I •e • • • • manhole sheet • • • -1 1- Ma.hol e Xo x �� ,:(1 -1 L ]Vt.,$, • • • • • • 1 • • • • • • • • • • I41 • • Depth of the nianhol e • Material of. the manful' e: EI'&in&ete E.) J r7 ctc rtherglass Metal rd rig size: [114 tJ32 inches ivia±er i a7 been deteri o rated: �� ` ies o r O,NQ • • • ianhol e needs to be rehabbed: [ s or EJNO 'rehabbed Mater i t.l : Dsupai coat or CI Raven -cc3at • tnfl ow Protector : Es. or EThy • Dcaion, &root serf isle • • 41. Yard-Frau club Sidewalk Ui*hPr�nt Thailod • 1 • • • 1 • Rp_ver‘ T**-* Unect cjf • 1 •• • e Di aptevi-•er Pt Li at el • M Ya d"1)-a ^• Li 'Me -Side ri Basin - itch El:, CregIQ-Blffora I Ropkthed. (114beds Insult size of 'the n 4 C] 6 EUCU1O 12 . C� x5 E]29 24 UothW • • t • • • • • • • • • • • • • • • • 41 tivdeire‘a.,.% •• • Alley El P ; 'et-•Cofterete Mal • E j *ire ~••.. s 1t ai - F D 1*-1thrig LUt • • 'Z riches • The Ntateri a"1 0f the sewer Pipe:: J3fic {]clay Jjconcrete other. • Reeds to• be resoaTt 51-t or •j No • The metal HI rig . has *I fledK rives or rIi6 • .. 011 Describe the nfl7trtatron 0-13..1ng Q nits t]wafl jjBench t].invert Er -rap comments se `r • 1 • • 1 • tai • •• • • 1 • • • • • la • • • • a • • • • • • • • • • • • • • • • • • Belch, f Thvert N ` Dfet tto-x • O` w :jr'-'-'Seciiim.•,�. � � Pipe Sikes Is • • • • 0 • • • • • 06.11 • • • • • • • • ♦ • O 0 • • • • . • • • • • z • • . • • • • • • • l • • av • • • • 1 a • • • rTh• Date: _ / 1 /2024 • rhysi cal Address: . • • 1 re • ►h I 1 .L • ••4 • • • • • • • • • • • • 1 • • • • s rnanho7e sit°at . • • •• 1•• • • • 1 • • • • • • •. Ma /ho + e - ip. tom. •��/ - c;_ • s.: • • • b • c) • • • • • • • 1 • • • • tit 1p • • • ki I Depth of the manhc7 e • • Material ,of. the raanhoTe: E]ton&ete E3r3r7c?c Fiberglass • Metal Ring seize: Ef32 inches ivsateri al been detail o rated h ties or EJr'io Manhole needs to be rehabbed: Ex YEs or ON° 4ehabbed Material : super coat or CJaven .ccdat Inf1dw Protector:tilY13s.:or taNy • • De, on. 9 &.root b serf Dish; IA" Dish. Prof e ± N • • • 1 • • El 'Yard -Rea El Sidewalk Elect • Ie • • • • • Atard pa c I Bar -lick ,oplaed. • 0 • Ro-Ven el-a-eAdd n 144 Uneks )1tg 4 Owl Di ottrYteilact PIP • • . • • r • • • • m 0 • • • !• A • • ClrA e0 C • • • • • • • I Ymd- $ cte LI Mtcy 0 Paved -Co az'et Cregk-Bctam DI Meld , 0kMred.HAsphair I=( Needs Smart 11 P Wdng Lot G • • size of 'the n N 0• ri 6 kl-rD 10 12 . Ji.5 E1629 24 t]otheiD'otheP,e aches' The Material of the sewer Piper, itpvc • I ay • Dconcrete 0 other: • M.eeds tot he reseal edt• 7 •Yes or I] No • • • The metal ring . has shifted: 0Yes or EIS' !• � M ► Describe the .i rr19 1•prat'ion Lak.i rig DPo'tnts Baal'I :f Berich nvert DTap • • comments 1 eeeS5 6( re • • • • • • 1• • • 1 • • • • • • • • •• • • • 1 • • _ • • • IP • r Bench Ibrort Section. . . 1 r JJ2 �ettion of Haws flpeSiSs Sikes 114 • • • • • • • • • • • • • • • 1— • • y • • • . • • • • • • / • , . • • • • i • • • • • 1 • • A&L: ljzzttic43 • • • • • • • Dat1es 9,/ /2O1j Physical Address:, • ted • 69 • • *Is •L •u • • • • • • • • • • ♦ • • a • • • • •r • . manhole sheaf • • • • • Manhole ID 2_ C2 ( r6(es )(AT) , • • • 51 se- I I 0 l- alb • • • • • • • • • N RD Y• .0 •- • ▪ • r~4'4.• airse • as `)1 • • 4:4 • Depth of the manhole: • Material ,of. the manhole: f cone&ete t3Rrck Dplberglass r 7r [332rmetal Ring size: C� • Thches • • • Ten-4 1.4;net: taxer i al been deter 1 o rated h t' Yes or 3:jNu Manhole needs to be rehabbed: ET2s or EJNo tz.ehabbed material: Dsupe.r coat or QRaven . coat • zn•Flaw ProteccoMI's. or tiwy • • • 1 • Rpwven n A • eja.ccet' taejls • r elain 51.er • f-4-1-• :I: • Dec ran El Shoot El Yard -Rout: Ej Y rciaBaedl Er Yard -Sib ' 0 Ailey 0 Pa e rsCo Crete • •Curb D alma rn Bar-:flftcb E Cregics ito n 0 Miet&1 0 k4ifireclasgidir selit t: WACkii.P.mtent ' ET ed 0 J •epi c . } libe is ' `�= g LotL. Y • • • , • • • • • • • Immo .. • 11 • • • size af e-th e ma i n : 0 4 06 a8 010 012 0 x5 024 Uothet 18 n[hes' Tim Material of the sewer Pl pe:,E-plrc t]c1ayconcrete [jother. .y Reeds to he resew; edu LlYes or „ONO • • . The metal ring. has shifted:: e Q Yes or ONO • • • Describe the T n•- 1trta.t'ron Efit9rtg E].70ints Ej Wail tjBsnch l3invert £]Tap comments -"1 r c. • 6- f:Dc , • . • • • • 12 • • 0 • • • • • • • • • • • • . • • • • . • • • ♦ a r • • r • K • • Beitehc• f vert N Driatv Mon of Flaws Seaton. ritf/5-frar7r- Pipe Sikes • pE • • • • 1 • ♦ ♦ • 1 ,• • • • • M • • • • • • IP • • I • • • • 1 • • • 1 • • . • • • P%-bC-raMeStri 44?)..”,e; • 6 Date: 6(ii te„ te a, • Phisica7 � `3 Address.. Cil • • ♦ iviatOrial of the manho7 e: E ♦ • • • • be .. • • • • • • • • • • • • • V. • • • rnanh of e sheet • • ManhoY e x� CAA 1\ •��, k cc • • • •• } • • • 1 • • • 1 • 1 .404,01 M •�' • • ►Orse •/'• ✓ • Iv) 3. 5#aC) Pb Depth of the manha f e • 1 kt • $ • • • • r•• • con oiete Ejlrick 1JP?berglass 0 gp-ven k4 Meal Ri n sti ze :L132 Thehes � C� • . uteri al been deter1 oral:et:I:I Yes or Elallo Manho1 o needs to be rehabbed: YES or EJNo • '.ehahhed material : D supers coat or tThaven . cc a'iz • xn•FTaw Protector: kTYES. or EJNo • • • • Y .` .--1Prod. o Sidewalk sea: ! Dish Brawl: • n mod • • in- lb • 1 ♦ 1 • • a "&z, yke ( Bar•Ditaa RepJaed. • • 0 • • 1 El:, Cregkt'B oltom Needs •serf • • 1 • n A • •, • t • • • AO ♦ ratrigretaPri • 1 • • • 1 • o fey 0 Pa�;�?'ed.-Concz'ate Of Field • o I sect -Asp :-' El 1'4 i ng Lot • • size of the maina04 05 E Z7:I.o�C���-�ED:5�q ��Ciz4 [father,' lz[hes' The Material of the Sewer' Ripe: Knit • Reeds to• be reseal eth @Yes or •Olio • The metal ring . has shi • ted: D v s or a Io • Describe the si nfl 1 ttrat1 r on ; p - ng DoThts ElWal 1 D tinvert DTap comments_ ae e ek - CQ. e SC-c\A • • • • • • ti • • 1. • 1 1 • • • • • • • r • • • 1 . • • • • M • • • • • 0 • • • • Beneit 1. Invert Section. • • • • Dinctton of i 1utw Pipe Sikes v • • • • • • • • • • • • • . • • • • • • • • M • 1 • • • • • • F • • • • • • • • • • • de I • • • • . • • 2 I • r . Da♦ e: /2O2 Phys i cal Mctr'ess:, . • • • • • 62 • • • - • • • • • • •� N I .J2 th W • •.V • . • • • • • • 7 • • • • • • ♦ • • • ti 1 • • manhole sh6et 0 • • • • • 1- • • ♦ • • • • • • • •e• •I y,• :tat err— .fist. Manhole ID:�� Depth of ma `` � p � �e manhole:: • • h� • •• oda • (tilLii,Cc__ /7- • • • • • t:p• • Mattr-x a1 of. the xuanho7 e: ' " oncie-te Owl c?c rl Toer l ass 0 Rp-ven Cstbek • Metal Ring s?ze:431i• 032 Thches • • tea±eri al been deter? o rated h t res a r O.No . IvianhoT e needs to 1,7e rehabbed:ems or [iNo • q:eltabbed Material : D super coat or QRaven . ccdat fnfl oar Protector : yEs . or rj No • • • ea • [ ratio 1 [; Et •e f fl Yar&P on flf Yard -ID -aft tt4 `b D S2cIc walk rif Bar -Mull ;ertflzslt� Dish.P.reEeni: • n Installed ET RopI4ecl. e • • • • • • T� Liner • • • t Y n A I Yard -Side 0 Cregk�-Bcfom El ? Needs Thse r • • r as- • • • • • • • • • • • • 4 .fey 0 Pa e&Coucrote Field ii Pgf=. ng Lott size of -the ma-i n : D r] 6 Cl B E110 12 C] x5 Els2S) 024 Etothefs • • • 'inches' The iviabterqa.1 of the sevvers Pipe: fjpvc • Cl ay • [Thoncrete nother: • Meeds to• be resealed Ef es ter •,Dwa The metal ring. has shifted: CJv s or DNO • • Describe the -i nfil trtat•i on: Ming 0,3ofrilnts jjasnch LMnvert DTaP conrents r\ e Cc( Ou Le cv _f • • • • • 0 • • • • • • • • • • • 0 r • • • • • • • • • . • • • • • 4. • • 0 .• Bench / Thnrt Dfreetion of ritimers Seaton ►Per a Pipe $fre • • • • • • • • 0 • • • • • • • • • • • • F • • • .• • • • • • 1 • • • • • • 1 • 1 • • s • • • • • • • • r •t *c Pt� • • • • • • •4 •U • ^N • • • • • • • 1 • • 1 • • 1 • • • • • • • •' manhole she* at • • • • •1 • • Date: I/� 0 Poll Physical Address:, c • 1 Manhole • metal Ring s7 ze n ail 3 2 Thches pia±er`i al been deteri o rated : Eaves or ONO Mathol e needs to be rehabbed: Etj-s or EJNo q:ehabbed Mater i al osu er ooa•t or El Raven . ccoat . • • • • bbc (1 -Il j r me • alb k '0 • • ♦ • •t • r-v• rig -� _ 1 • r r • • - 1 • • • • • Depth of the wanhoT e • Material % of the nanho7 e: EICQnCrOEYZe Dr3r7 ckk oFTherglass • 1 xn•FTow Protector: ES, or EEN9 • )e oini Et Streot b 3ext -zski 1 • • • • • • • • • Yordaaut Ei Yard-4%01c S2dewR1Tc Bar-•flzwcb • j ThstalIed D RepXatied 1 / • • 1 Rp-ven (-ate-la / r asineiaer- Ft+ (.:_t_31: 11 • • i T-arcirSicle 0 Meg eg • Cre.4339'fom El Field 1 size of the maz n: Efset Za 6 QL0 72 C] 3.5 J29 024 flotht • The Material of the sewer ,..Pxpe:npvc clayClconcrete 0ofiher. b nteods tog be resealed�Mres or.,ZjNo • • The metal ring. has sh • 't;edx CJvs or ON° • • - • • II Coln Q El • 1 1 • • 1 • FT • • • • • • Payed-Como::ete P4IcIng L it Inches' Describe the wig -Titra• • r eta:2 -ling 0.2crilnts flwaTl tThsnch tiinvert DTar' comments. n'eed • • snd • • • • %i • • • • 1. • • • • • • • • r • • • • • • 1 • • 1 • • • • • r • • Bench 41. Mort Section 41 • 1 Direotion Makes • • 1 • . • • • • • • • • • • 1 Pt • • • - • • • • • • • a • • • • • • • • • try Date • • • • • • ♦ x • • • • —7 ♦r .•+taw i h, al h` T'l.-,...• • • • (6 6 /204 • • • • • • • • • • • • • • • • f • • • • lnarlho7 e sheet • • • • • • • • • • • • • 1 • • • • . • • • • ••••✓ • r-r . • r- s--• ti.J. • N • :+0 • . • manhole xQ SJJ\~ Depth of tri manhole: Pit s i cal6 s bcurben,, g • • •--- • at • •• • • • • Material of. the %nanh 7 e: Efi&ete E]m1 cic El Fiberglass 0 ! /en r' . -4- • metal Ring size: C?24 032 ches 0 tvlaieri al been deteriorated:Elves or [ No NManhoT e needs to tie rehabbed: DYES or ,T5Na n.ehabbed Mater7 .1: O super coat or Qaven . ccdat 1 • 0' 1 Protector: E YES.. or tiwy • • • • • ____.: 0 &root Curb ;ertDfs tw ? . P•z sew n Thatalled ET R pYa8ed •.r • • • • Yard -Ran 0 lard-4 -aak Sidewalk n Bar-Ditob • • • • n n MYi CJ,1{• t )1) 1 DieutrYteiaer. 71.." yi • D yards-aro • r] 1l: Cregk-Bitom Et Field o 1.'T8eds T•sejt b size of the ma--i n : 94 Za 6 Ea S 010 Di2 �7 x� E1.2() 024 EfotheP,e The Material of the sewer Fiiper, j3pvc . Ciconcrete • Reeds to' he reseal ec E'fves or 1No • The metal ring. has shM• eci: QYs or LNO • • 0 0 • o 0 • • • • • • • • Pive5 Couci'eto P-ung Lpt • 'Inches' [lather. Describe the *infiltration: t1Mu LL!loints raj l Liaerzch ' 4 nvert arap comments_ R e e_ji d • . id* 'Ire 5C'a_l • • • • • • • 1. • • 1 • • • • • • • • • • • • • • • ♦ • r • • • ♦ Bench. 1. Invert Sectitin • • r • • . I reSoar .• of Fittivro Pipe Sikes • • • • • • • • • • • • • • • • • • • • • • • • • • x • I • • • • • iktanal 1---•'"may .. • ^•t.;'!: • .1yThrl,�-. • • • • • f to 1- • • • • • diOaten •a • • •+ • • • • • • • • 4. • • rip • Os • 4 • • •• • • • • . p • • • • f • • • • manhole sh6ert • Manhole ID • • Phy5 t ca•7 ( -Lecti e • • Ivlaterial , o•F the manzho) e* • • • • •• am • • 1 • • • • • •• 0 • • •r1• _,• �„ • •N elr :., rr • ••• I • • ts} • • • • • • • 4 Depth of the manhole: vs;P4 c • • concirete DHrick C]r2berglass C1 • metal Ring Size: C 24 EJB2 Inches y/ Materi al been deterwi crated: Dyes or ONG • IanhoT e needs to e rehabbedt tjyEs or E No Rehabbed Mater i I : Dupi-' coat or QRaven . odat • • .�nfTow PratecCor„1VS'Es.. or EjN9 • )cation i ` root Ef 'Yard -Rae: e: 0 ratd-4Beetic Lei Y rd- si e Club Sidewalk rj Bar -flitch El., Cregkk'-Bcffom El sertDfsh: I ' Disb,Preteat as od Q Re laced. Iceectsinsert •• • • sr • • • • Pier • • eaticta n n A T M Lt€rArk • 1 Dieltsmeti-ser. � t •• •, • • • • 0 • • Maid • • • M o r war drA • D • • • • • w Paved Coxcitete e& -• P' €`.•dug Lot size of the main: [1 4 6 .r 8 [3iOD12 EDT.5 E]Z9 024 Ubthw wi riches' The Material of •the sewer Pipe: r prrc Uciay.ficoncrete no-thers_ • Reeds tot be reseal edw• Mes or •,DNo The metal r-i g . has shillie h Eyes or ENO • • Describe the win i l tra ti on : H RI Ng 0.3wilrits Brian LTherich ainvert OTap corntctnts fl e • • CL_ (ese c • • • • • • 0 • • MI • • •• • M • • 1 • • • • • • • • 1 r • • • • • • • Bench. thevort Seditin 1.0,4.- 77,==.71,44. • • • • Df e c t on• of Fictiw$ ' I kipabmps • • • • arg • • • • • • • • • a • • • • • • • • 0 • • Longherridge Map 4-12-12 . 5,�--12-11 5=12 3 511117 5-12-3' 5-12-132 w' d 5-12-60 5-12 -61 ,12-57 133' ,.- ,7 5-12-14r 5=12-59 imis5-12-4 5-145-12-1, 1' — 5-12-6 �`�` 5-' 2� ,-,�� 6/ 5-12-5 S-12 -112 4 % I 5-12-116 1 -14, 5 12 115 5-12-82 ' 5-12-11 5-12 5 j2-102 rv-12-101 5-12-145 1 5-12-1 , 0 2 -146 1208 -12N4 52 GOLF CREST COUNTRY CLUB 5- 2-192 j2 5 5-12-87 5 1 73 � ; 5-12-1935112 74- •- �- , 5-12454 * •1::.+w► GIZ� tEN IE D s 5-12775 . f 5-12-156 , 5 12-119 1 5-12 34 ^t��yi;;rCF ��-1118 5 5-124.53 12 -151. • 5-12-1 5-12-1445-4?103- -12-1, 8 5-12-149 5-12;121 5-12-120 6-12-65 6-12-103 \so,t6-12-104 S 6-12-101 '3/41% 6-12=1 .soa • 6-12-81 c 26 aie v -12-80 -12- \\44 ♦ - ys • • t:6Y 2-86 'b s obi 6-12 -K2 6-12 116 4 -11,7" 6-12-91 ' `jis 12 0C •6-12 6-1.2,alik' 6-1 6-12-134• 6-12-143 ?�'?• 6-12-13 5 Kr,IOB; st!`i ti% ) 2-142I 6-12 -13 �' _ c� 6-12-11 6-12- ;01.1- 6t12 I ; ``x-_"' r* ,, ��x12-131 � ,7v \. 4612-12 6,12-130( •C�12.78 \0\3-12-139 � - rk J•` 1 i ' 6-12-1g 6-12-9 +46-12-61 6-12-8 44 ►•�. 6c 12 -140' ;�:'�`�' + 6-12 -126 6-12-49 �:���•; ,�� `P=12 -124 �,�t'2 ,;12 -1 �uJ_ . _ �6-12 -32 12 b2.� 3 :1 �� 7� t 7 ,12219 , '�. ', i, . 7-1220 e.N- r 7-12= �'000 -•12 210, 7=10 s7 12-2017-12-21 4f,'- 7-12-20F�`-1 12.-212 ' r • 642= '_ ''4'1-12 200 - .c . / �1f. r7 1�. '1'7-12%125 > o_ 2-21 • �• ' 7-12 2.2 7/12-2012-21 �51-1 -�1E 7-12-128 : 7 IP 4 ' • •�;195 4 j742-14G` & 7-12 'J r 712-137,,7-12.130 12-258 . 4. t. 7 :124 7"• ''6 w�i-12=133 it t `' ,`_z 12'134' 7-12—rk ' 1 .o it 72-12 -94 7 • 417 12-95 co,-V -96 <y� 7- v 2 91 1�2 _ '.� `7=12-108 �r,�, 7 12 -176 • ;0 `• ` 7-12- R1; 1,'7• 1• 2-171• 't . • . v-- =12-27 l .• 7 2_ii79 7-12-.et i - brig-12-18 7-12-1804' Fn iz'tv�:;u5riia E Dle 7 -)44073 .7=12-'f85 C14717°7=12-181 tktitjr • • 55 7-12254 3 5 42 186 -1±-40 y r�. 1' 5-13-1276 5-13-121' a: 5-13 ;1- 9 r 8'= 5-13-192v-, 1 0 5-13-N; t. • 114 5i13-194 5-13-195; 5-13 13-141 5-1322.• 5-13-1 o t 13 -1 47. \ - 9 0r"�' Q a t 6-13 -91 6 13 -t.;�� . 6-13-18j 'ii137 64: o0 2-114 ' +j 6- 48; -. • 6-12 .'��-'' . , '• 6-12-36 , ,� �a , •?`� ' 6-12-112,' C 12.38 .1 \2-37 4 6-12-111 , .;� " 6-12-1 �6-12 2 6 • e,2\s 6-12 2 7J 7 _356-12-2�� 6=1'2� /1224 12-22 /220 f 9 12-144 7-12430 -13-189 6-1 ofsY �•� ,i • 13-156 � 13 23,10 -13 -155 • • 6=1 6�i 3-150 • •• 13432 7-13-60 5 713-58 -13-57 ;/.1 76.11\1 2 6 7 5) -61t Nit °27-13 4917Hal;12.1: /*IL. 12/le de.4,402-1 xi- .sci- ' 1 i c j7-131. .71 \fa t's'en. :et; 3 ekli 5 3 ' 7 11. 4 . s, .1 . , . ....._,A si. • r. „cp IV tkiVioa, .1 • 31.. IV i n 7-1 2 73 ' 7:1 2 7-11 NIL *4-#.1 :1' . ., . *\(i` -'‘.' Pi‘et.4 6`.7 -55 1' 74-72-117-117;6"7:14pvic" 'J.: .( - %‘' 7a 11+2?1� 7-12-38' *�iail 0 -12�7 7-12 78' 4'��;; ,• . art.: 12_8 7-12=77 , t) _Rs: • 7'..1;\ 5-12-99 5-12-71 - 7-12.-265 Treilial ?I-637-12-675e' %--13-7.17•1?-;k6. -- 3-51 i:1:1:12.11. m:4-..7 /11224_4:9:1:1 274 .71b6-412-53-55111"11-)1)4:-712-1-526:191:0(c‘,741714:..:1'? • ' -- 12 ''•' 161r. q....4.,-; ;14' e#4 79b4do .: ?, I .41/0•742-5(047-12-101-ivS . -- 7 , 74 4/ : a2 , 2.i::_i; > 7_1' ;Ice it - 61) '7;12-44:34 7-12:48 7-12-263 N ; ,. • 0 ?.., • , 7-12-240 % 410•47-12-2317e12-28NtONe 7-12-269 13-52 7-12 -70 12-217 -13-152 *Ai 3-151 • Legend/Notes Sewer Manhole Manhole WAGS • • • FM Valva Wastewater Treatment Plant Grinder PumP Sewer Line Plug Reducer -4-1 Lift Station Force 0 1:8,000 NORTH Sewer Connections Clean Out Gravity 09 aiyandmay rout prewar! ottumrpigmmaim IMP PREPARED OECBEER6,2119 1Front Easement L N Front Easement 1Front Easement L V) Front Easement Front Easement Front Easement Y a) L. VI Y L (1) Front Easement Front Easement Front Easement wac Front Easement Front Easement Front Easement +a c v E a) La as w Front Easement Front Easement wac Front Easement co v La a) L c O LL +r a) L i-+ C) C Material {Concrete Concrete Concrete Concrete Concrete +a a)) U C o Concrete 'Concrete Concrete (Concrete (Concrete Concrete +J a)) U C 0 Concrete Concrete 1 +a 0 C U Concrete U m 3 Concrete 1 -I-I GU U C 0 +-I L) U C 0 +-1 v U C 0 Y a)) U C 0 Concrete Concrete Concrete wac Y a) U C 0 Concrete 1 It i N +) a) E co d' d' se 'ct wac wac V' se se V V' se It 't t V' dt st to *e d' se d' d' d' V' st ct t 6 0 a) M O I� O Cr)O N N ri 0 .0 u a Ln 1� m 3 Ol N M N co d" m 3 +-i Q C) 0 N t\ CD CO CO in CO CO CO CD CO IN CO wac U H W Ol N NI L1i Ln Q rNi chi tN-I te-I rN-1 xM -i 1ni r ri 3 N 0 O �i N CO� ( 6-12-2 N N O N ri CO CA N c-I COr-i rmii N CO O O O c i N O c i N r-I 11 6-12-109 CO Lli N ni e^-I N co N c-i Lb Ni 6-12-441 6-12-461 N CD CO r. co N N r-I I CD c-i 'Nisi N r N Ln r�i Ol in to to N 'ct 'V' V d' II a) c I N i N ci N N r-I I i1 N s N N N 6-12. N N N N N i N N r I CD O C ri CO r-i CO ri CO ri CO ri W r-I CD 6-1 ri CO N r-I I N r I i r-i r-i ri r-i 1 ri i r-i ri N ri s ri 1 r-I CO c-I CO ri LO ri l0 ri l0 CD ri us CO ci CO CD CO CO CO CO CD CD lD c-i CO CO a CC 2 IManholeAddress Broadway rcle C1 13422 W Circle 3504 W Circle 13518 W Circle 12208 Shadybend dr 2304 Shadybend dr puagApegs1 N 13507 E Circle E Circle 13415 E Circle C) 2102 Boardway 2014 Boardway 12010 Boardway 12002 Boardway )6 Shadycrest 13412 Shadycrest .8 Shadycrest 2102 Shadybend dr shadybend dr and shadycrest dr Shadybend dr longherridge dr 3510 Longherridge 3504 Longherridge 2410 Longherridge U L T.J. U CJ o U w U w m 0 N ri Tzt m r-1 in m d- m Parkview Map 6iQ iNIntEii fiti-123 Independence Pzrk j-12.65 T-12-66,1 -12;44 5-12 -1 5-1 L s12- �• •2-62` 5-1.2-56 7 � � ^'ti �' -ai; +6-12'434 8 5-1-50 :�';'.,:12;49 ► -d 5=12 -61 2,-5, �. ; 5-125-12-G3 l��: ; ,; ••x�-12-53 , 5-12-11 5=1.2-13 '��`'►-`1/5-12-�0 U, 2-1 62$13' • ��r��r�:/ 4- 4 -12 -1 if* 1- � �`512 59 3 4 g 5-12 ..� - 1: 6 112 1 _ •4,' �"r; i4"1Gl: EN=1 EE D,K 512-5 5-12407,1,30 512- g 5-12-82 5-12-114 , 5-12-116 5-12- 54 -1 5-12-1 \ 5-12-115 6-12-81 8 5-12-1 49 r -5-12-120 ) 6- •-116 .. N-11.7 6-12 -144 6-12-9 -+. 6-12-61 12 2-86 ! L-,� • 6-12- \ -12-1 t-93 $12L98 at 6-12 99 1E46 <r-fk 6 �:`y��1' 6-12_33 ,or 6-12-134liq'tta 6-12-135 KN cDH! . ' 6;12— 43 'j.4. 8 , 6-12 -13 ��<<�i �� 142 ; rt �N , G-12= `>,i ,� 6:12_ g 6=12-11,� 6-12- �' ,t Assf1z-44 c6'2138 , 12-131,I -12-13� t •,;:,a �� i�:.,-6-12-130 \c,- 7-12-131 2 326-12-626-12-145 12.-12 e�C12.8 ' 12 2`l 7-12-1 "v 7-12-215 12;1‘ 26 ' GOLFCREST COUNTRY CLUB Ff4€14-4412 516 12-7 12 -57 ' s f `'4pr, d ni4g4,; -12 ;148 Legend/Notes Sewer Manhole Manhole WACS Sewer Connections Clean Out • FM Valve Wastewater Treatment Plant Grinder Pump Sewer Line Plug Reducer -1-1 Lift Station Force Gravity 1:8,000 1 inch = 667 feet NORTH• Rts podvilsfa in brrstrkrol pflus-n orty a rd may not be prepared or be subtb for bn angnoorg. orwnymy P/TOSAS IMP PREPAR en 0ECEN 6 201S Front easement Front easement Front easement Front easement Front easement Front easement 1 Front easement Front easement Front easement Front easement Front easement 4 a) 22 ) Front easement Front easement rant easement Front easement ont easement Front easement a) L ont easement Front easement Material Concrete Concrete Concrete Concrete Concrete Concrete Concrete s Concrete Brick/Fiberglass Fiberglass ass N 0 Brick/Fiberglass 0 In to to co Y Fiberglass Brick/Fiberglass Fiberglass s Brick N o Y lass 1 Fiberglass to to co Concrete !n V) la V) 0 Fiberglass N to Fiberglass Concrete !n V) ap a) L an aA L a) n L a) .0 .0 ro (o (o bL0 a) Y Y Y L. a) LO a) a) LO a) LO a) U u U U U sr. m U L CO U L CO L. CO L m L CO L CO -0 "Q LL 'Q 'Q 'Q 'Q II II LL LE LL tt i a) N E 00 0 sr) d' d- d- d' d' d' d' d' d• d' d' d' d' d' cr d' d' d' d' Cf' do do d d d' d d d d' d' II- d' dm Depth/Inches 00 Lf1 00 00 Ll1 CO al a1 1� LO 00 N LD N a1 N 2 m N LO m 2 Cr) t� CD N LD V) CO m d d r-1 chi c1 Depth/FT CO Ln co 1. 00 CD 00 00 up N N M M N CO V) Ln m N CO N CO CD CO h al Cfl N la C0 00 00 6-12-74 I 7 d' d' O O O to a1 N N 00 i N 111 LD 1 N Cfl C0 I N 1\ LO 1 N O 00 ) N 01 N 1 N LD co 1 N O N N m co 1 N 6-12-84 CO 00 i N 6-12-88 1� co 1 N Lfl co i N N 01 A N Lf) N N m N A N O 0 O a) d' CD i N ri N A N N N A N d' 01 N m CO01 1 N co N r-1 a1 A N ri co [ N r^i r-1 ri N c-i ' ' ri ' ri ' nii ri ' NI ri ' ' o TH Lo ri LO ri LID ri LID ri LD ri <D ri CD ri LO ri LO ri LO up rl CO r1 up ri up ri CO r-i CO t-1 CO ri LC) ri LO ri CO ri CO ri LO ri Lib ri LC) Istri C ri us rNi ' CD rNi ' <D ' us ' LD rNI us rN-1 ' CO !Manhole Address >, A C) >- 13523 Liberty City Hall Annex iberty 12501 Shadybend Dr 12513 Shadybend Dr L 0 2609 Helen Ln 3609 Helen Ln 3701 Helen Ln 3619 Dorothy Ln 2604 Stacy Dr 12502 Stacy Dr 12420 Laura Ln 3608 Ginger Ln 13710 Ginger Ln 12502 Laura Ln 12502 Colleen Dr 12502 Parkview Dr 2502 Julie St 2420 Shadybend Dr 2408 Shadybend Dr Shadybend Dr and Misty Ln Parkview and Misty Ln 2422 Parkview Dr 2420 Colleen Dr 2410 Colleen Dr 2412 Laura Ln 3607 Misty Ln Misty Ln and Colleen Dr 2412 Parkview Dr "a G v CO-0 N a) a) a) a) a) 0 ID N -0 -0 -0 -0 Front easement Front easement easement Front easement Front easement Front easement Front easement easement FFront easement Front easement Front easement 4 Fiberglass 1I lass concrete Brick/Fiberglass Brick/Fiberglass Concrete Fiberglass Concrete Brick/Concrete Fiberglass ass v) as ao v Y CJ C %n cr 44. lf .7tt cf ' d• It co co N OF CI CO Q) LI) t ct izzt CO CD 00 N Buried CD CD Relief Valve LS) CD d• d:' 'd" CS) 01 N m m 3 NI CD N 1 m Co 1 N 6' 12-142 O N N N o) Lf) 1 N N CO 1 N 00 N 1 N N r1 r CV ri 1 N ail N ri • r1 us ci CD c-I us ri CD ci us r i <D rl 6lD r 1 W r4 us r1 us ri us ril 2324 Colleen Dr 2318 Colleen DR i v ra Q 2318 Parkview Dr 2308 Parkview Dr 3709 Heather Ln 3715 Heather Ln 3717 Heather Ln 3717 Heather Ln 2316 Marys Creek Ct Marys creek Ct 3402 Ginger Ln PINE HOLLOW t' fit'• (+) Ncaft CVfI LT) to v � Te• Ito ELEMLTARY U H ditch Ft 'Material Concrete Concrete Concrete v 0)a1 L U c O V Concrete Concrete Concrete 01 01 cf 01 U1 M Q1 O CO N. e-I e-I ei e-I ei e-i e-1 N M M m 'ct' M 91 m Li' M N e-I M e-I M O t rot AAAAAA rut e-I ei yet rut rut f06 ob 2 'Manhole Address lementary 1647 westfield In and rustic elementary 11647 westfield In 1642 westfield In 1714 westfield In 11727 westfield In 0 al 2 z d CI) Material 'Concrete 'Concrete CO U > (a cc 'Raven Coat (Concrete a0-+ G O U (Concrete Concrete Concrete Concrete Concrete a0+ c O U Concrete CU c 0 0 Concrete Concrete Concrete Concrete (Concrete Concrete Concrete Concrete Concrete (Concrete (Concrete Concrete Concrete Concrete Concrete O U > cL O U >. t�0 cc CO O U > : (tea cc o O' Ucacc > s cc j Raven Coat 1 it Ln in Ln LA Ln LA LA Ln Ln Ln Ln Ili LA LA LA Ln LA LA Ln Ln in in LA in LA in LA LA Ln Lock M/H Lock M/H Lock M/H Lock M/H L N E co \ c c G 0 _] Depth/Inches N. M M O lfl N. N 00 N. CO ID CD Ql N CO 10 CO 00 N M Oa N Lock M/H Lock M/H Lock M/H 3-9.62 I Lock M/H 'Lock M/H =r-I' a rf Ich ct' c-i r.1 2 U 0 J Cr) N. Cr) Ql Ol al in N. N. n in 00 00 to N. N.- n 00 Ol 00 00 N O� Ol CO Lock M/H 1— LL fl. rf \ 1,-....... CI i 0' U. O' J U. 0 J 0 O in I m N in 1 Ql 1 m LA in 1 M Ln 1 Q1 1 m N n LA 1 01 1 m 1p 00 Ln 1 Ol 1 m Ol Lf) 1 Ql 1 m CO Ln 1 Ol 1 m O lfl 1 61 1 M Ol m al i m to , O' ('') N. m 1 Ol m LA M 1 i M M M cn m o N M Ln Ql CO N CO 01 Ln CO rn 11: M CO CO 1 Ol 1 M 01 to N ct CO 1 Ol 1 m ct um) Ol m 1 ct m 1 Ol 1 m ct rl In Q1 m rl ci VD 1 Ol M d' m , m ct 1 Ql m ct 1 i 1 M Ct 1 61 1 m 1 1 i m ct m m ct 1 Ol m Kt Ql m ct Ol m d' tut:: m m O s 1- 1:: l m al 1 m c m 2 Manhole Address Pasture Dr and Rice Rd 11525 Pastureview Dr Rice Rd 'Trout Ct 1521 Pastureview Dr Rolling Meadow Ct 11513 Pastureview Dr 6101 Hickory Hollow 16007 Hickory Hollow 0 iew Dr and Hickory Hollow Dr 16113 Hickory Hollow Dr 11505 Pastureview Dr Rustic Meadow Ct Rice Rd and Field Ct 1605 Field Ct Rice Rd Rice Rd and Scenic Meadow Ct 11605 Scenic Meadow Ct Rice Rd and Holly Ct 11605 Holly Ct Rice Rd and Meadow wood Dr 1527 Meadow wood Dr 1517 Meadow wood Dr 11503 Meadow wood Dr Rice Rd and Brook Hollow Dr 11525 Brook Hollow 11513 Brook Hollow Dr IOdayRd 0 = a 0 U -0 "O -0 -0 "0CC (a :COCO(te a (a LC) MANHOLES MYKAWA AND SCOTT LN Mykawa and Shank Rd Manholes • 1 4 1 4-10-106 4-10-25 aa1 • 4-10-26 HALBERT DR --% 4-10-105 , J. • r 1. leA 4-10-107 4-10-27 • r# saJ 1 Jr" 4-10-108 4-10-1 a ds I r 1 1 la IJ a INICHARU Kt) • • 1 ad 3-10-12 4-10-109 4-10-59 4-10-55 4-10-52 4-10-104 4-10-53 1t1 • �1 , '� �f tat T I1 I 1 1 -1 ORANGE CIR N ..�'__IRd,t I 1 . ,I nt ti Ditch _I _-I • RANGE CIR S 4/ J l ,I 1 ' J -I-a ions a,a •-+ ' # MEMOS ' •= 1 / 1 ldPear land Cemetery •a a• 1 as t ' a • /\ 4-10-57 ORAI_lG E. ST 1 J J rn y.ascreasst _ rn 1 1 J ' �' 0.4 J� FIALII< RD 1 3 RICE D IER,B. DA 4-10-56 4 cs -a 7- `1' 0 0 -t J to .4 , d Legend/Notes Sewer Manhole Manhole WACS Sewer Connections Clean Out FM Valve Wastewater Treatment Plant = Grinder Pump Sewer Line Plug Reducer Lift Station Force Gravity 1:4,800 1 inch = 400 feet NORTH Th a rind In I far n b iml µip-_: ofjardr groItepeared a t0 sJ b tic fa It TS a2pn>n3 of tontyr9 stspx.n. RR, P AEPARfO S!P1rt-12t112C13 1411 Hatfield Rd 3-9-17 9 4 Concrete Field/Ditch 1539 Hatfield Rd 3-9-4 10 4 Concrete Field/Ditch Mykawa Rd 3-10-13 10 4 Brick/Fiberglass Field/Ditch Mykawa Rd 3-10-24 6 9 4 Concrete Field/Ditch 1626 Hatfield Rd 3-9-7 13 7 4 Concrete Field/Ditch 1618 Hatfield Rd 3-9-6 13 6 4 Concrete Field/Ditch Easement Easement Easement Easement 0 Easement 0 Street/Curb Easement Street/Curb Concrete Front Ease Front Ease. o U 0 U \ -013 77 4) C) N L.L p) U. L1 LL (Concrete ++ Cl U C O U Concrete 'Concrete (Concrete (Concrete Concrete Concrete Concrete Concrete Concrete Concrete te te te ice+ te te }i te :e te Concrete te te to Concrete i) U C 0 C..) (11 U C 0 U d' d• d' ct d szt 'ct d' d' d' d' d' ct ct d' it d szt oct ct d' d' d' d- it N 2 Ca co to N. 0'Cr ri d D1 d 00 a n 00 CO ci ri • OTH cn N. La to in M to 00 cn 01 rt N. to Ln int0 Ln to cn OO N ct we rr4 .M-i £Z-OT-£ N 6 al N M N M ' 01 M O M ' Ql M ON i O C4 Nri i O N d' CO t` t0 Ln r-i N M c-1 M ' Ql M t�-I 6 O e�-i 6 O tii c�-1 c�-i cn N M In O O O N 61 N cn N cn N ' cn N cn N ' Q) d ' 71 ' 41 e-I cn 01 6) Ol Q1 O O c-I M c 0,1 c-i M a-i rA c-i M t--1 M c-i M c-I M ci M M co M M M M obi M M M M CO M co ift Staion St 4-1 Ln St 14805 Comal St St 'Woody Rd by Brookside Village sign I St 13102 Woody Rd 14819 Scott Ln 4813 Scott Ln 14805 Scott Ln 1Scott Ln 4707 Scott Ln 14822 Scott Ln 11505 Woody Rd 1511 Woody Rd Between 1519 Woody and Rice rd 1519 Woody Rd 1607 Woody Rd 16603 Rice Rd 5 Rice Rd 16527 Rice Rd 6518 Rice Rd 6435 Rice Rd 6427 Rice Rd Hatfield Rd and Rice Rd E O U ri ri N.- 'Cr Kirby Manholes 425 3-4-18 a0 art dill, 1 �� 5-4-193 ,�� a 1 5-4;194 6' -1 *8�-4-199 15?01 5-4-195 ;_1 �LuFF ..-* t-4 200 N' r .CDR • •._ I q-4-1 6 , \ ' -' • .1 ea r,) 3-4-11 13 -4-12 14-4-237 SHADOW CRt-EK PKWY 4-2 _ t4 d: ST E Za 445et 4-� lesi, 1 i a , 4-5�'t • 1 4 -2 9 ) yr5-6-24 Legend/Notes Sewer Manhole Manhole • • WACS Sewer Connections • mamma • • FM Valve ' Wastewater Treatment Plant Grinder Pump Sewer Line Plug Reducer Lift Station Force IlLathaltAkla 'sr. '8qf 1:4,800 1 inch = 400 feet NORTH Thsp:dui Isfabibnnerdpspz a colt and mat rnittpepred atosiiibtbfargt c gnnry ofwrn'ynypipaa. Clean Out Gravity IAA PREPARED NO'rEU33119.2”9 • Kirby Manholes 1 ccj 5-4 2 65 14 : 5-4 2 64 a I ca 5-4-261 r- S j S5-4-26� • 5• -4-177 0' 5-4-168 ;% 5-4 -1. 69 t4..½ 70 I 5-4-174 45-4_1751, • 5-4-176 5;4-j46 4•)" 5- 147 5-4-145 .s 5 -'�48 .11 • Li �f Jj' U I I -- 5-4 -193 r• US C; r 1 45- 4%.*4201 5-4-194 -8'5-4195 '"gC.f_ , #3.1-t;I-Fa Rm... 46-4.2do ci.k • 14 /-4;t96 - - el k 5-4 2155-4.2)65:4-217 5-4 211 e..i iw E3c4;O,i , 5 `•f 213 -1 5-4.-219 5- _1216 a- Q . _ ar /-4T2 12 5=4-22 ^,O 4, g0 4 - 1 (5-4-11 5;4-8J�, I `� 5-4 21,0 - i���5``� 5-42?•• 5 4-20 5-4-208 5-4 207 5 i tW.?1, 21g Aillts\---;\‘J--4-la-4 5-4 ad .,r -4-93 - - 5 -4 -141 A �'C7j45-4 1/19 i 1514-92 a �i C/fr4450 ...4 --r- is D8 5-4-151 -4-140-r J > 15-4-153 524-�91 -4 139 ' ' '�� • . � � rr. s• f_54_13Brf=►C ;�;� 5-4-248 max' 5A-13 rl a .41 e_ 2355-4-2455-4 246 5-4-V ector �?�5-4-237 5-4-244 .fi • 5-4 24.3 ---- i1 5-4238 , �.,3 54G,4 242 5-4 2 40 )17 ......8 4K� 8c .5-4-279 5-4-188-45_4_203 5_4 rec. 4 24 o-21 t—�1r IU 1 ti. 5- -187. 1 ;��5� 5-4� /1-26 �zi Ac�►��15T 5-�J • i • 5 4 22 •-‘ 121-4-154 al 111 d-137 5-4-280 1 "—�f tUFi iAiiz fjR071KII Z"^� ``'' ,6-4-19 E3-4 75_li.j si i:j , ' - - - r _.1 __I r al A - a, o� 1 1 fei jelets NJ 0 18 tp 5 6-4-234 6-4-16 5-4-189 1 % 5=4-32 - 1(5-4-19 5-4-281 5-4-282 1 • _2 a�. 5 4-28 . 4 20 1 5 4 •- • ' li4 0 4 -441 41'' -- r i (I \ 1 eT av _•r5-4- 54J r 2-_4- _,t5 -12 &qy ,a`S`�,'`, ' • 04, 5-4-8 `� f15,4_1 .1 1-Ss 1 .6‘ s4 5-4-7 5-4-14 `� I ' • ' �iE•C�•O5-4�5-1� l f 1 - s--140 E4t o -96 . re-4- , tii4, , 12 sr `S�M�• -129 6 f11j, r 1/.4-132 • ����-4-12 8 t,'`i' 5-4-133 - L� 5-4-127 rjit S o'„. 5-4-134 �}-•/ k r�"'F&, 1 - 5-4=1 35 14 4 -119 : yak . ? ` y Iry -4;116 '- - 1 1S�A5f-4 120 . DJ ,.i+, -4 1�t- 6-4-98 15 r 6-4-99 • 4 1265 5-4; 1 5;4L5-±5 9,) ,.a 1 5-6- 1r� 8 r SJLVERfltS'#i0 _'� .`.i �45J � P 1 5 'I M52'1 a i " -el„ `°,s 55-4 • 1/411.11°14 • .;tatriNC •1 _ SNI►;ti�7J L�K� t r 5-4-40 I S -4-42 ` 18 a _ --.f 5-4-41. �_- 5_e�t3-_s;�.; tint- Y �i � 5-5-19 4 110 - ",+r TAR I i i $);...r _ - Y� �5-4-44 i . 5,-5 27! ,.� _(6 -1 5�5 , 5-4-44) �:;..`,�,:hoS..• �+- � �► �I � ,� j rJ 1- J 4 452 t `,�65-4-34 `� 'S 5-23-a ••••,, 5 �5-13 5-5=12 55-2 A, ��7 '� 35oF�BRE�r.1 �l � �l 5-5-1 �+ 34 - ►-J s 5- 5 g1r G� � � 5-4 -3 8 � 5-4-39 i -1065.,11-104 $ lnej j—sesa .1 J - � J-441Oiz 5551 A-111 j �jt� _.rM sj , ; 1 � A=4(-59 t 5 ° 1 56 -,,c 1 h� 5-4}-b •' i - t t j .,5; 4 74 54� � • v- t'- -5-4-72 14-62 5-4-61;� �15-4=71 5 5-4 �76 • ? &4-63 _41 �� • 103., 1 5-4 05 J 5 : �''• S•f h-1015-5128 5-5-29 _ 10? :it 095 -10d 1549WjjjjJ li J • :5-4-98K _ -6 5-5-30 5 1 u, -4�13 ^J 15- 4-97 5-4-6V 5-4-64, €•1 _ `�P 5-4-69. GIib/S15k TIj ' 7 v a ��fJS 115 1` 1> 1 1 1 -5152 ..� 5�4�6 5.4 1 1 11� J O_ i•5=5� 3 5 5-4-42 �, (14R .��i3sae ••- 5,4 -184 5-4-1, 82 . �. , 's . -1 M • i 5-5-38 .5-5-37 5-4-7t5;1 17 -DR_ 5-4 2835-4 7 .t ,'t sti LAZtEK a -4-lb ,� `?,L78 1 fa i .1- 5-4-80 _4_61�� •_J • -7 ' ' Z -4-5is �•1 , ; 4-- 54 -86; n 574 5 � 5-4 2 85 5-42 86 5-4-3595-4 5-4 1 6-4 2376-'' �s, A-4,??n� r •240 �a I igy (C`t•. ii sum S D R 6-4236 6-4.231 .�73 0 16-4-241 W h 0 a BR40-41-103 STplismammiamsmommomms t k J Fa 5-4HIBDEN EAY.. DIV 5-4102,1, I-.1 _J:1�1,1 `3 ves 1 5-4-358 ,641417� i 85-54215559 54 57 j 5°4-418 J'} 44 I y : 5--15�-91 .14 $ 5-5' 36 55i35 �,:SING-8J1�UK DR it 6-417h!!II �z `�' 6-5.24 f 1 MORNINu G���111J'b a . -An 140i y • }t 6�4 2 i 8 6-4'216 9 6-4-52 _! - . J _1 6-�'i25 1 3 , 6-4-1 6-4-53 G'1_5 6-4-138 samm - 230 �. 1 6-4-46 l_s 5-6-108 6 6-4-137 6-5-23 1 • 1 Legend/Notes Sewer Manhole Manhole dna WACS Sewer Connections • • FM Va gri Wastewater Treatment Plant Grinder Pump Sewer Line Plug Reducer Lift Station Force Gravity 1 inch = 400 feet NORTH crtyard way malt* pepared a I* WOW le cal, crOnocrng. Clean Out Manhole Address Manhole ID Depth/FT Depth/Inches 1901 Kirby Dr 4 - 4 -10 24 7 1901 Kirby Dr 4 - 4 -105 23 6 Kirby Dr @ CVS 4 - 4 -106 26 Kirby @ Enclave Lake Ln 4 - 4 - 34 24 3 Kirby @ Enclave Lake Ln 4 - 4 - 33 24 3 Kirby @ Enclave Lake Ln 4 - 4 - 32 24 5 Kirby Dr @ Skymist St 5 - 4 - 47 23 3 Kirby Dr @ Sapphire Bay DR 5 - 4 - 1 23 5 Kirby Dr @ Shadow Creek Parkway 4 - 4 - 251 16 9 Kirby Dr @ Shadow Creek Parkway 4 - 4 - 15 26 9 Kirby Dr @ Shadow Creek Parkway 5 - 4 - 110 21 7 Kirby Dr 5 - 4 - 109 21 7 Kirby Dr @ Sago Bay 5 - 4 - 112 20 7 Kirby Dr 5 - 4 - 83 18 9 Kirby Dr 5 - 4 - 358 20 Kirby Dr @ Discovery Bay Dr 4- 4 - 28 22 4 Kirby Dr @ Watercastle Ct 4 - 4 - 29 22 6 Kirby Dr 5-4-48 21 9 Kirby Dr 5 - 4 - 49 22 10 Kirby Dr @ Kirby Commons Dr 5 - 4 - 357 18 7 Kirby Dr 4-4-107 22 9 Kirby Dr 5 - 4 - 111 20 6 Kirby Dr 5 - 4 - 424 22 2 Kirby Dr @ Crosswind Dr 5 - 4 - 283 20 7 Kirby Dr 5 - 4 -284 19 Kirby Dr 5-4-51 22 9 Kirby Dr 4 - 4 -31 21 Kirby Dr 4-4-30 22 5 Kirby Dr @ Bare Shy 5 - 4 - 50 22 Kirby Dr @ Mchard / CVS 4 - 4 - 14 25 8 Kirby Dr 4 - 4 -104 24 3 Kirby Dr 4 - 4 - 9 24 3 Kirby Dr 4 - 4 - 103 Kirby Dr And Broadway St 6--4--139 19 7 11451 Broadway St @ Kirby Side By A.T.M 6-4--52 19 2 Broadway St @ Kirby Dr 6--4--54 19 5 Kriby Dr @ Broadway St 6--4--53 19 7 Kirby Dr 5--4--102