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HomeMy WebLinkAboutContract 35581 `9ETAR'Y ..,C CITY OF FORT WORTH, TEXAS CON I . r NO. STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and Slater Engineering, Inc., (the "ENGINEER"), for a PROJECT generally described as: Storm Water Utility Projects —Berkshire-Hallmark Drainage Improvements, 150 Victorian Drive Drainage and Wedgwood Storm Drain Deleted Article (- Scope of Services A. The Scope of Services is set forth in Attachment A. Article-11 Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) The ENGINEER will issue monthly invoices for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services-enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving 7 days' written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 1of20 D ORIGINAL CITY because of such suspension of services. Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services_incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 2 of 20 E. Engineer's Personnel at Construction Site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on-site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of -their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The ENGINEER and its personnel have- no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the Contract Documents, nor shall anything in the Contract Documents or the agreement between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on-site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT. If, for any reason, the ENGINEER should make an on-site observation(s), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the PROJECT. (3) When professional certification of performance or characteristics of materials, systems or equipment is reasonably required to perform the services set forth in the Scope of Services, the ENGINEER shall be entitled to rely upon such certification to establish materials, systems or equipment and performance criteria to be required in the Contract Documents. F. Opinions of Probable Cost, Financial Considerations, and Schedules (1) The ENGINEER shall provide opinions of probable costs based on the current available information at the time of preparation, in accordance with Attachment A. (2) In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, the ENGINEER has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market STANDARD ENGINEERING AGREEMENT(REV I=6/05) Page 3 of 20 conditions; time or quality of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. I. Minority and Woman Business Enterprise (M/WBE) Participation In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. STANDARD ENGINEERING AGREEMENT(REV 10IO6I05) Page 4 of 20 J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of-three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended-audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give subcon-sultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $2,000,000 aggregate Automobile Liability $1,000,000 each accident on a combined single limit or $250,000 Property Damage $500,000 Bodily Injury per person per occurrence STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 5 of 20 A commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned when said vehicle is used in the course of the PROJECT. Worker's-Compensation Coverage A: Statutory limits Coverage B: Employer's Liability $10000 each accident $500,000 disease - policy limit $100,000 disease - eachy employee Professional Liability $1,000,000 each claim $2,000,000 aggregate Professional liability shall be written on a claims-made basis and shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the City for each year following completion of the contract. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified in this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of forty-five (45) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. STANDARD ENGINEERING AGREEMENT(REV 10MW05) Page 6 of 20 (e) Insurers for all policies must be authorized to do business in the State of Texas and have a minimum rating of A: VI1 in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. (f) Deductible limits, or self insured retentions, affecting insurance required herein shall be acceptable to-the CITY in its sole discretion; and,in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated-financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY-as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. () The "Commercial' General Uabtlity insurance ;'poi�cy shall have ` rice exclitsioiis by end©rsements;uriless'.tF+e'.C1TY approves such exclusions in wntmg (j) For all lines of coverage underwritten on a claims-made basis, other than Professional Liability, the retroactive date shall be coincident with or prior to the date of the contractual agreement. The certificate of insurance shall state both the retroactive date and that the coverage is claims- made. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement and all insurance required in this section, with the exception of Professional Liability, shall be written on an occurrence basis. (1) Sub consultants and subcontractors to/of the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When sub consultants/subcontractors maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. STANDARD ENGINEERING AGREEMENT(REV 10106105) Page 7 of 20 M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. O. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City-Furnished Data ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. STANDARD ENGINEERING AGREEMENT(REV 10/06105) Page 8 of 20 B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CRY's_faciGties as may be required-in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits,and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects. the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. STANDARD ENGINEERING AGREEMENT(REV 10106105) Page 9 of 20 G. Contractor Indemnification and Claims The CITY agrees to include in all- construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims-and Third-Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/Installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 10 of 20 requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The CITY shall own the final designs, drawings, specifications and documents. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER. D. Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice. This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with 5 days of written notice and diligently complete the correction thereafter. STANDARD ENGINEERING AGREEMENT(REV 10/06105) Page 11 of 20 (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) Out-of-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services; c.) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so thatthe work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other party. STANDARD ENGINEERING AGREEMENT(REV 10106105) Page 12 of 20 H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings-between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any -other cause of action, except for willful misconduct-or gross negligence for limitations of liability and sole negligence for indemnification. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may be entered thereon in any court having jurisdiction, and will not be subject to appeal or modification-except to the extent permitted by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and 11). (2) Any award greater than $50,000, exclusive of attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 13 of 20 L. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the-work hereunder, and shall observe_and comply with all orders, laws ordinances and- regulations which may exist or may be enacted during- the -term of this AGREEMENT by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and -hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 14 of 20 Article vii Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following attachments and schedules bare hereby made a part of this AGREEMENT: Attachment A- Scope of Services Attachment B—Compensation Attachment C -Amendments to Standard Agreement for Engineering Services Attachment D- Project Schedule Attachment E - Location Map Executed this the /Sday of - , 200& ATTEST: CITY OF FORT WORTH . BY� t Ma endrix Marc A. Ott City Secretary Assistant City Manager La m APPROVAL RECOMMENDED Contract A thoriaation r A. Douglas Rademaker, P.E. Director, Engineering Department APPRO D AS T ND LEGALITY 2k SLATER ENGINEERING, INC. Assist t C' Att y ENGINEER ATTEST: By: rp P6*#��•" �. RAY B.MCCOMB,JR. STANDARD E EERING AGREEMENT(R - MY COMMISSION EXPIRES Page 15 of 2 ` illpffl 18,2011 SS01/18/2007 ATTACHMENT"A" General Scopeof Services "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. /n cases of contTct between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall- have precedence over the General Scope of Services." GENERAL 1) Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in providing facilities which are economical in design and conform to the City's requirements and budgetary constraints. 2) Coordination with Outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facili- ties(mprovements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnical Investigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the STANDARD ENGINEERING AGREEMENT(REV 10106/05) Page 16 of 20 contract shall be made if the Engineer incurs additional cost. if there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. 6) Plan Submittal Copies of the original plans shall be provided on reproducible mylar or approved plastic film sheets, or as otherwise approved by the Department of Engineering and- shall become the property of the City. City may use such drawings in any manner it desires; {provided, however that the Engineer shall not be liable for the use of such drawings for any project other than the project described herein; and further provided, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right-of-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights-of-way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four (4) copies each. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary-and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. STANDARD ENGINEERING AGREEMENT(REV 10/06105) Page 17 of 20 10) Conceptual Plans The Engineer shall furnish four (4) copies of the Phase. 1 concept engineering plans which include layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all submittals, the Engineer shall submit plans and documents for street/storm drain and v.ater/wastewater facilities. The _Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE 2 11) Design Data The Engineer shall provide design data, reports, cross-sections, profiles, drainage calculations, and preliminary estimates of probable construction cost. 12) Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and five (5) copies of the preliminary technical specifications for review by the City and for submission to utility companies and other agencies for the purposes of coordinating work with existing and proposed utilities. The preliminary construction plans shall indicate location of existing/proposed utilities and storm drain lines. The Engineer shall receive written approval of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PHASE 3 13) Final Construction Plans The Engineer shall furnish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 18 of 20 PHASE 4 16) Final Approved Construction Plans The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans and contract specifications. The approved plans and contract specifications shall be used as authorized- by the City for use in obtaining bids, awarding contracts, and- constructing the project. 17) Bidding Assistance The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the bidding documents, and assist the owner in determining the qualifications and acceptability of prospective constructors, subcontractors, and suppliers. When substitution prior to the award of contracts is allowed by the bidding documents, the Engineer will advise the owner as to the acceptability of alternate materials and equipment proposed by the prospective constructors. 18) Recommendation of Award The Engineer shall assist in the tabulation and review of all bids received for the construction of the project and shall make a recommendation of award to the City. 19) Prebid Conference The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation sheets and provide assistance to the owner in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment, and services. PHASE 5 20) Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) Construction Survey The Engineer shall be available to the City on matters concerning the layout of the project during its construction and will set control points in the field to allow City survey crews to stake the project. The setting of line and grade stakes and route- inspection of construction will be performed by the City. 22) Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report on the progress and the quality of the executed work. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 19 of 20 23) Shop Drawing Review The Engineer shall review shop and erection drawings submitted by the contractor for compliance with design concepts. The Engineer shall review laboratory, shop, and mill test reports on materials and equipment.. 2-4) Instructions to Contractor The Engineer shall provide necessary interpretations and clarifications of contract documents, review change orders and make recommendations as to the acceptability of the work, at the request-of the City. 25) Differing Site Conditions The Engineer shall prepare sketches required to resolve problems due to actual field conditions encountered. 26) Record Drawings The Engineer shall prepare record drawings from information submitted by the contractor. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 20 of 20 EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT"A') DESIGN SERVICES:WATER AND/OR SANITARY SEWER IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the following: STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, ISO VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED PROJECT NO. 00480 Pavement Pavement Curb Curb&Gutter water Una Sewer Line Condition & Sty Council Type (Good, Gutter Condition Water E)dsting Proposed Sewer Existing Proposed District (Asphalt! Fair, (Yes/ (Good' Map Size Replacement Length Map Size Replacement Length Concrete) Poor) No) Poor) No. (in.) Size(in.) (ft') No. (in.) Sim(in.) (ft')Salem Ct from _ Berkshire No.6 Asphalt Good Yes Good 2356 6" 8" 630' 2356 8" 8" 620' to 1-35 Service Rd Berkshire 2048- 2048- Ln from 356& 6" 356& Sheridan No.6 Asphalt Good Yes Good 356 B" W. 1100, 2054- 6" 8" 1000, Dr to 1-35 356 356 Service Rd Hallmark 2048- Dr West 2048- 352, from No.6 Asphalt Fair Yes Fair 352& 8" 8„ 740' 2054- 8" 8" 1090, Sheridan to 2054- 352& 6" Hallmark 352 2054- Dr South 356 Hallmark Dr South from Hallmark No.6 Asphalt Fair Yes Fair 2352_ 8" 8" 500' 2352 8" 8" 425' Dr.West to Sheffield Dr Dupont Cir from 2D48- 2048- Sheridan 356& 6" 356& Rd to No.6 Asphalt Good Yes Good 2054 4" NIA WA 2054 6" N/A N/A Berkshire 356 356 Ln Heritage Ln from W Hallmark 2054- 2054- Dr to No.6 Asphalt Good Yes Good 352 6" 8" 600' 352 8" 8" 370` Sheffield Dr. KAi-1 Rev 11/30/04 eel/1812007 Sheridan 2048- 2048- Rd from 352, 352, Sheffield No.6 Asphalt Good Yes Good 204- 6" 8" 150V 358- "all 8 915, Dr to 20� 2054- Dupont Cir 356 356 Victorian Or from Sheridan No.6 Asphalt Poor Yes Good 352 35254 8' N/A N/A 352 6" NIA' N/A Rd to 1-35 3 Service Rd Woodway Lane from No.6 Concrete Goad Yes Good 2036- 8" N/A N/A 2036- 8" N/A NIA Wonder Ct 384 24" 364 to 200 ft S. Wonder Court from Wonder Dr. 2036- 4" 2036- to No.6 Asphalt Poor Yes Fair 364 8 8" 500' 36.4 6" N/A N/A Woodway Ln. Walton from Wonder Or 2036- 2036 to No.B Asphalt Fair Yes Fair 360 20" NIA NIA 360 6" N/A NIA Wedgmont Cir.N. Wonder Or from 2038 6„ 8" Walton Dr. No.6 Asphalt Poor Yes Fair 03 8 124" 127270'0' 203 036 8" 8" 1200' to Wilkie 24" 360 Way Worrell Dr. from Wonder Dr. No.6 Asphalt Fair Yes Fair 2360 6" 8" 700' 260_ 360 6" 8" 620' to Wilkie 80 360 way Wrntfred Dr.from 030 Wales to No.6 Concrete Good Yes Good 2360 030- 8 N/A N/A 2380 NIA NIA NIA Whitman Dr. Trail Lake Or from 2030- 2030- Wedgway No.6 Concrete Good Yes Good 364& 18" N/A N/A 364& 12" N/A N/A Drto 2036- 2036- Wedgmont 364 364 Cir.N. Trail Lake Dr.from Wedgmont 2030- 2030- Cir.N.to No.8 Asphalt Poor Yes Fair 364 8" 8" 1030' 364 8" 8" 850' Waltham Dr. Whitman Dr.from 2030- 2030- Winifred No.6 Asphalt Fair Yes Fair 360& 8" 8" 1170' 360& 6" 8" 2075' Dr.to 2030- 2030- Wedgmont 364 364 Cir.N. Total 11040 Total 8966 EA1-2 Rev 11/30/04 eel/18/2007 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A—PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: EA1-3 Rev 11/30/04 es1/18/2007 The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures so that the Engineers surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design EA1-4 Rev 11/30/04 eel/18/2007 a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 50' wide strip. In addition, locate all rear house comers and building comers in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at 1"-40' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines, existing utilities, trees, fences, walls, etc., horizontally along rear lot lines in an approximately 20' wide strip. In addition, locate all rear house comers and building comers in backyards. Compile base plan from field survey data at 1" =40' horizontal and 1"=4' vertical scale. When conducting design survey at any location on the project, the consultant or its sub-consultant shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identified. b. Engineer will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the CITY Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate EA1-5 Rev 11/30/04 sal/1812007 files, cut sheets, etc., shall be provided in the American Standard Code for information Interchange (ASCII) format, all drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data colleted generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast comer of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.1.'s, Manholes, Valves, etc., in the same coordinate system, as the Control Points. 4. No less than two bench marks plan/profile sheet. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. EA1-6 Rev 11/30/04 &&1/18/2007 ii. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name, limits, DOE project no., Consultant's project manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. iii. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City: 148 Working Days after Notice to Proceed Letter is issued. b. The ENGINEER shall perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which includes layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part 8, Paragraph iii (b), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). EAl-7 Rev 11/30/04 ssl/18/2007 b. Preliminary project plans and profile sheets on 22" x 34" sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. C. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph b. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut and trenchless technology construction is anticipated, below and above ground utilities will be located and shown on the base sheets. d. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future improvements are planned that may impact the project. e. The design for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If this elevation cannot be determined during design survey, the design shall be provided after award of the construction contract as specified in Part A, Paragraph 1 b. f. The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of- way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, EA1-8 Rev 11/30/04 ssl/18/2007 provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. g. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the City's specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. h. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. i. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with Submittal of Information to Real Property for Acquisition of Property". j. Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. EA1-9 Rev 11/30/04 sal/18/2007 The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. k. Preliminary construction plan submittal i. Preliminary plans and specifications shall be submitted to City: 160 Working Days after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver five (5) sets of preliminary construction plans and five (5) sets of specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Notes/Legend Easement layout (if applicable) Abandonment Plan &Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. I. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. F.Al-10 Rev 11/30/04 ael/16/2007 m. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 91 Working Days after approval of Part B, Paragraph 2 k. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit five (5) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. C. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Water and sanitary sewer plans shall be submitted as one set of plans. Water and sanitary sewer plans shall be separate from paving and drainage plans. All sheets shall be standard size (22" x 34") with all project numbers (Water/Sanitary Sewer and TPW) prominently displayed. EAl-11 Rev 11/30/04 as1/16/2007 2. For projects where paving/grating/drainage improvements occur on a Water Department funded project with no TBPW funding involved, a separate set of mylars with cover sheet shall be submitted for TPW. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the Water plan set and a separate PDF file for the TPW plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: I. Water and Sewer file name example — "X- 35667_org36.pdf" where "X-35667" is the assigned file number obtained from the City of Fort Worth, "—org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755—orgl8.pdf 11. TPW file name example — "W-1956—org47.pdf" where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original, plan set, "47" shall be the total number of sheets in this file. Example: W-0053—org3.pdf and K-0320_org5.pdf Both PDF files shall be submitted on one(1) Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks,zip disks, e-mail flash media will not be accepted. 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number(817) 392-8426. File numbers will not be issued FA1-12 Rev 11/30/04 eel/18/2007 to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C -PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. FAl-13 Rev 11/30/04 sal/19/2007 EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for paving and/or storm drain improvements for the following: STORM WATER UTILITY PROJECTS— BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED PROJECT NO. 00480 Pavement Pavement Curb Curb Storm Drain Line Council Type Condition & Street Condition District (Asphalt/ (Good, Gutter Existing Proposed Fair, (Yes/ (Good, Map Size Replacement Length Concrete) Poor) No) Fair,Poor) No. (in.) Size(in.) Salem Ct from 2054- Berkshire No.6 Asphalt Good Yes Good 356 0 6'X 4' 500, to i-35 Service Rd Berkshire 2048- Ln from 356& Sheridan No.6 Asphalt Good Yes Good 2054 0 6'X 4' 600, Dr to 1-35 356 Service Rd Hallmark Dr West 2048- from No.6 Asphalt Fair Yes Fair 352& 0 5'x3' 430' Sheridan to 2054- Halimark 352 Dr South Hallmark Dr South from 2054- Halimark No.6 Asphalt Fair Yes Fair 352 0 48" 775' Dr.West to Sheffield Or Dupont Cir from 2048- Sheridan No.6 Asphalt Good Yes Good 356& 0 33" 620' Rd to 2054- Berkshire 356 Ln Heritage Ln from W Hallmark No.6 Asphalt Good Yes Good 3� 0 30" 340' Sheffield Dr. EA2-1 Rev 11/30/04 sal/18/2007 Sheridan 2048 352, Rd from 046 Sheffield No.6 Asphalt Good Yes Good 356� 0 5'X 3' 500' Dr to 2 Dupont Cir 3556 Victorian Dr from 2054 Sheridan No.6 Asphalt Poor Yes Good 352 0 24" 440' Rd to 1-35 Service Rd Woodway Lane from No.6 Concrete Good Yes Good 2036- 24" 30" 100' Wonder Ct. 364 to 200 ft S. Wonder Court from Wonder Dr. No.6 Asphalt Poor Yes Fair 2036 0 30" 460' to 364 Woodway Ln. Walton from Wonder Dr No.6 Asphalt Fair Yes Fair 2036 0 36" 1220' to 360 Wedgmont Cir.N. Wonder Dr from 2036- Walton Dr. No.6 Asphalt Poor Yes Fair 360 24" 30" 560' to Wilkie Way Worrell Dr. from 2036- Wonder Dr, No.6 Asphalt Fair Yes Fair 360 0 24" 25' to Wilkie Way Winifred Dr.from 2030- Wales to No.6 Concrete Good Yes Good 360 0 27" 250' Whitman Dr. Trail Lake Dr from 203D- W2dgway No.6 Concrete Good Yes Good 364& 48" 42" 650' Drto 2036- Wedgmont 364 Cir.N. Trail Lake Dr.from Wedgmont No.6 Asphalt Poor Yes Fair 2030- 30" 36"&2T' 1125' Cir.N.to 364 Waltham Dr. Whitman Dr.from 2030- Win Dr.� No.6 Asphalt Fair Yes Fair 360& 0 30" 1195' 2030- Wedgmont 364 Cir.N. Total 9790 EA2-2 Rev 11/30/04 sal/18/2007 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A—PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage studies and property ownership as available from the Tax Assessor's office. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation EA2-3 Rev 11/30/04 ssl/18/2007 of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. b. ENGINEER will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. EA2-4 Rea 11/30/04 sal/18/2007 The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. C. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast comer of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. 4. No less than two horizontal bench marks, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. ii. Public Notification Prior to conducting design survey, ENGINEER will notify affected residents of the project in writing. The notification letter shall be on company letterhead and shall include the following: project name limits DOE project No., Consultant's Project Manager and phone no., scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. iii. Drainage Computations EA2-5 Rev 11/30/04 ssl/19/2007 ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 148 Working Days after Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. 2. Preliminary Engineering Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as follows: a. Drainage area maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph 1.b. for proposed condition. b. Preliminary project plans and profile sheets which will show the following and shall be on 22" x 34" sheets: F.A2-6 Rev 11/30/04 ssl/16/2007 Property Ownership Curb Lines Driveways Medians (if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. a) Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property comers (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. b) Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. c) Preliminary roadway cross-sections will be developed, from the survey notes, at intervals not-to-exceed 50 foot along the project length and will extend 10' past the right of way line on both sides of the street. Additional cross-sections at important features including driveways, pJ.'s of intersecting streets, (minimum distance of 100' along cross-street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" =2' vertical. d) Street and intersection layouts. e) Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. f) Furnish as a function of final plans, six (6) copies of the final cross-sections EA2-7 Rev 11/30/04 sal/18/2007 on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. I. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. j. Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property Division for Acquisition of Property". k. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Public Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. I. Preliminary Construction Plan Submittal i. Preliminary plans and specifications shall be submitted to 160 EA2-8 Rev 11/30/04 ssl/18/2007 Working Days after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver five (5) sets of preliminary construction plans and five (5) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. Preliminary estimate shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. M. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. Engineer will provide exhibits, sketches and assist in permitting with the owner of the electric utility service easement located between Berkshire Lane and Hallmark Drive West. o. Additional Services EA2-9 Rev 11/30/04 ssi/1e/2007 i Engineer will provide exhibits, sketches and assist in permitting by the Texas Department of Transportation for access to the drainage structure at the comer of Salem Court and in the Rights Of Way of IH35W. ii Engineer will provide exhibits, sketches and assist in permitting by the Texas Department of Transportation for access to the drainage facilities in IH-35W necessary for the drainage from Victorian Court. lii Engineer will provide exhibits, sketches and assist in permitting or licensing by the owner of the Electric Utility Easement necessary for the drainage facilities between Hallmark Drive West an Berkshire Drive. SCOPE OF ADDITIONAL SERVICES: UNIT 1 • Perform a feasibility study to ascertain the size, alignment, cost and feasibility of extending the Hallmark — Berkshire Storm Drain from it's terminus at Salem Court and the Marginal Access Road of I11- 35W north 3,500 feet to the open channel adjacent to Old Hemphill Road north of Alta Mesa Boulevard. • Arial Photographs, existing maps and available as-built construction plans will be used to provide preliminary alignment details and extent of easements or Rights Of Way required. The study entails: o prepare topographic and photographic maps from Salem Court to the Channel. This will be utilized for the study in lieu of actual topographic surveys. (topographic surveys will not be utilized for this study) o Prepare plan and profiles from the topographic and photographic maps at a scale of 1°=20' and prepare drainage area map from available resources at a scale of 1 inch equals 400 feet. o Determine amount of runoff generated by the 100 year event only (the five year event will be deferred pending design contract) at the above defined alignment. These calculations will be obtained using the City of Fort Worth's 2006 Storm Drain Policy Modifications and other applicable policies. o Estimate, using approximate methodologies, the water surface or hydraulic gradient in the existing channel. o Calculate pipe sizes and alignments for conveyance of runoff to the channel north of Alta Mesa Blvd. o Estimate, using approximate methodologies, length and size of any lateral storm drain lines running up the intersecting EA2-10 Rev 11/30/04 ssl/1e/2007 side streets. • Meet with officials of the TxDOT to determine if there are any unforeseen obstacles or problems and to solicit their early preliminary comments regarding the proposed improvements. • Prepare formal report including o Storm drain plan profile and drainage area maps on 11" X 17" plan sheets, Discussion of alternatives and problems associated with each, o Documentation of discussions with TxDOT or others as the case may be, o Using the most current construction cost made available by City, prepare an engineers estimate of probable construction cost for the project. o Include adjusted cost for construction for two four and six years in the future based upon 2-1/2% per annum inflation rate. o Incorporate recommendations for avoiding or resolving conflicts with the existing residences, businesses, utilities, storm drain facilities, including those under the authority of the Texas Department of Transportation (TxDOT). o include recommendations for future consideration. SCOPE OF ADDITIONAL SERVICES: UNIT 2 As shown on Exhibit E, Sheet 6 for Trail Lake Drive, additional study effort will be necessary on Wedgway Drive at and near it's intersection with Wonder Drive. The intersection is a local low-point and will be the control for the hydraulic grade calculations. The additional services include: • Perform topographic surveys at: o Wedgway Drive from Trail Lake Drive to Wonder Drive; and, o Wonder Drive from 100 feet west of Wedgway Drive to 100 feet east of Wedgway Drive; and, o The bowling alley site from Wonder Drive to the rear property line. The topographic surveys will provide sufficient information to define any "weir effect" along any found high points or ridges. • Determine amount of runoff generated by the 5 year and the 100 year event at the above defined sites. These calculations will be EP.2-11 Rev 11/30/04 ssl/18/2007 obtained using the City of Fort Worth's 2006 Storm Drain Policy Revisions. • Review existing Drainage Area Maps to determine whether the drainage area has been altered either by land use or by re-direction of surface runoff. • Run preliminary drainage calculations to establish approximate base line runoff quantities including new Time of Concentration, Runoff Coefficients and, if appropriate, Drainage Areas. • To establish a base line elevation of the five year and one-hundred year water surface elevations; • Calculate the approximate amount of runoff conveyed in the existing storm drain pipes at the subject location; and, • Perform a weir calculation, if practical to determine the water surface elevations along the weir. • In the event that an adequate weir section does not exist, perform channel calculations to approximate the water surface elevation. • Using water surface elevations obtained from the above calculations to the topographic survey data and field observations to determine whether flooding or dangerous conditions . • Use the above water surface elevation as the established Hydraulic Gradient for storm drain calculations. SCOPE OF ADDITIONAL SERVICES: UNIT 3 Drainage problems on Victorian Court can be solved by any of several methods. To determine the most feasible solution at the most effective cost will require the study of three of the available altematives. The Study will be performed as additional services and will include: • Topographic surveys from Victorian Court to I.H. 35 W along three separate routes. All three routes originate at Victorian Court and terminate at storm drain inlets in the I.H. 35W Service Road. • Determine.amount of runoff generated by the 100 year runoff event at the above defined sites. These calculations will be obtained using the City of Fort Worth's 2006 Storm Drain Policy Revisions. • Determine pipe sizes required to convey the drainage to the inlets and provide for alternative use of flumes along the same alignments to the extent practical. • Perform an engineers estimate of probable construction cost based upon available recent City of Fort Worth bid tabs. • Determine and illustrate easement alignments and sizes for use in the altemative evaluation. EA2-12 Rev 11/30/04 sal/18/2007 • Meet with property owners and TOOT to determine needs, special requirements and to obtain preliminary concerns and cautions if possible. • Prepare for submittal with the Concept Report the results of the analysis and include drainage area maps, calculations, alignments, preliminary easements, comments by effected third parties, cost estimates and recommended alternatives. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 91 Working Days after approval of Part B, Paragraph 2 k Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit five (5) sets of plans and construction contract documents within 15 days of CITYs final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. C. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Street and storm drain plans shall be submitted as one set of plans. Street and storm drain plans shall be separate from water and sanitary sewer plans. All sheets shall be standard size(22" x 34") with all project numbers (TPW and waterlsanitary sewer) prominently displayed. EA2-13 Rev 11/30/04 ssl/18/2007 2. For projects where water/sanitary sewer improvements occur on a TPW Department funded project with no Water funding involved, a separate set of mylars with cover sheet shall be submitted for Water Department. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the TPW plan set and a separate PDF file for the Water plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: 1. TPW file name example — "W-1956_org47.pdf' where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053—org3.pdf and K- 0320—org5.pdf 11. Water and Sewer file name example — "X- 35667—org36.pdf' where "X-35667" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755—org18.pdf Both PDF files shall be submitted on one(1)Compact Disk, which will become property of and remain with the City of Fort Worth. Floppy disks, zip disks, e-mail flash media will not be accepted. EA2-14 Rev 11/30/04 ssl/16/2007 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number(817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the EA2-15 Rev 11/30/04 ssl/16/2007 CITY on design and/or construction changes, if necessary. EA2-16 Rev 11/30/04 sal/18/2007 ATTACHMENT "B" COMPENSATION AND SCHEDULE STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 I. COMPENSATION A. The ENGINEER shall be compensated a lump sum fee of $421,80$.00 as summarized in EXHIBIT "B-3A7. Payment of the total lump sum fee shall be considered full compensation for the services described in EXHIBIT "A-1" and "A-2" for all labor, materials, supplies, and equipment necessary to complete the project. B. Partial payment shall be made monthly as stipulated on Exhibit"B-1" upon receipt of an invoice from the ENGINEER, prepared from the books and records of the ENGINEER_ Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the ENGINEER. Payment according to statements will be subject to certification by the Director of Engineering Department or his authorized representative that such work has been performed. 11. SCHEDULE A. The Design Phase shall have a schedule as follows: Part A. Pre-engineering shall be completed 21 Calendar Days after City approval of Notice to Proceed. Part B. Concept plans shall be completed 130 Calendar Days after the pre-design "kick-off" meeting. Preliminary plans;' specifications, and contract documents shall be completed 150 Calendar Days after City approval of Concept Plans. Final plans, specifications, contract documents, and cost estimates will be completed 45 Calendar Days after approval of Preliminary Plans. Part C. Bidding and award will be completed an estimated 20 Calendar Days after the City's approval of Final Plans, specifications, and contract documents for each Unit. 3/29/2007 ATTACHMENT B 1 of 1 EXHIBIT B-1 (SUPPLEMENT TO ATTACHMENT B) METHOD OF PAYMENT STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 I. METHOD OF PAYMENTS The ENGINEER shall be paid in monthly partial payments as outlined below: A. The ENGINEER shall be paid in monthly payments upon receipt of individual invoices for each partial payment request from the ENGINEER. B. Partial payments shall not exceed the equivalent to 30% of the total lump sum, until City approval of Exhibits A-1 and A-2, Part B, Section 1. C. Partial payments shall not exceed the equivalent to 60%of the total lump sum, until City approval of Exhibits A-1 and A-2, Part B, Section 2. D. Partial payments shall not exceed the equivalent to 90% of the total lump sum, until City approval of Exhibits A-1 and A-2, Part B, Section 3. E. The balance of the fee shall be payable after completion by the ENGINEER of Exhibits A-1 and A-2, Part C. II. PROGRESS REPORT A. The ENGINEER shall submit to the designated representative of the Director of the Department of Engineering monthly progress reports covering all phases of design by the 15t'of every month in the format required by the City. B. If the ENGINEER determines in the course of making design drawings and specifications that the opinion of probable construction cost of$5,214,602.00 (as estimated in Exhibits "B-4") will be exceeded, whether by change in the scope of the project, increased cost or other conditions, the ENGINEER shall immediately report such fact to the CITY's Director of the Department of Engineering and, if so instructed by the Director of the Department of Engineering shall suspend all work hereunder. 03-02-07 EXHIBIT B-1 1 of 1 EXHIBIT B-2 (SUPPLEMENT TO ATTACHMENT B) HOURLY RATE SCHEDULE STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 2006 STANDARD HOURLY RATE SCHEDULE EMPLOYEE CLASSIFICATION RATEMOUR (RANGE) Principal $ 140-$ 190 Engineer IV $ 130-$ 175 Engineer III Engineer II $ 85 -$ 120 Engineer $65-$ 100 R.P.L.S. $ 120 -$ 150 Senior Technician $ 65-$ 80 Technician $ 50-$70 Clerical $45 -$65 Reimbursable Cost+ 10% Mileage $0.32 Per Mile Reproduction work will be at current commercial rates. Subcontractor work will be billed to the City of Fort Worth at actual invoice cost plus ten percent(10%). 3/5/2007 EXHIBIT B-2 1 of 1 EXHIBIT B-3A (SUPPLEMENT TO ATTACHMENT B) SUMMARY OF TOTAL PROJECT FEES STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 CONSULTING FIRM SCOPE OF FEE SERVICES AMOUNT PERCENTAGE Prime Slater Engineering, Inc. Engineering and Project Mana ement $ 331,996.00 78.71 MIWBE Fulton Surveyors, Inc. Surveying $46,399.00 11.00% M/WBE Trevino Engineering Reproduction $ 38,410.00 9.11% Support Service, L.L.C. MIWBE Multatech Engineer Tech $5,000.00 1.18% Support Total 1 $421,805.00 100.00% SUMMARY OF TOTAL PROJECT FEE PROFESSIONAL SCOPE OF TOTAL FEE MIWBE FEE MIWBE SERVICES SERVICES PERCENTAGE Survey and Street Engineering Reconstruction, $421,805.00 $89,809.00 21.29% Services Water and Sewer Replacement The City's MIWBE Goal on this Project is 19% 3/29/2007 EXHIBIT B-3A 1 of 1 EXHIBIT B-313 (SUPPLEMENT TO ATTACHMENT B) PROFESSIONAL SERVICES FEE SUMMARY STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 Basic Services: Part A—Conceptual Design and Part B—Plans and Specifications TRANSPORTATION AND PUBLIC WORKS DEPARTMENT Improvements Estimated Fee Percentage Basic Service Basic Service Construction Cost Based On Percentage For (Preliminary And Construction Cost Preliminary And Design Phase) Per TSPE/CEC Design Phase Compensation Curve 'A' Draina a $2,626,070.00 6.34% 85% $ 141,519.00 Water $1,297,812.00 6.34% 85% $ 69,939.00 Sewer $1,290,720.00 6.34% 85% $ 69,557.00 Total Contract Fee $ 421,805.00 Basic Services Fee Total $ 281,015.00 Additional Services Fee Total $ 94,391.00 Survey Services Fee Total $ 46,399.00 EXHIBIT B-313 3/29l2007 EXHBIT B-3B 1 of 2 (SUPPLEMENT TO ATTACHMENT B) SUMMARY OF TOTAL FEE AND BREAKDOWN STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE,AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 A. SUMMARY OF TOTAL FEE SERVICE DESCRIPTION DRAINAGE WATER SEWER TOTAL Engineering Services $ 141,519.00 $ 69,939.00 $ 69,557.00 $281,015.00 Additional Services $ 66,396.00 $ 14,036.00 $ 13,959.00 $ 94,391.00 Survey Services $ 24,321.00 $ 12,540.00 $ 9,538.00 $ 46,399.00 Total $ 232,236.00 $ 96,515.00 $ 93,054.00 $ 421,805.00 B. BREAKDOWN OF FEES (LESS SURVEY FEES) 1. Total Drainage Fee(less survey fee) Breakdown by Concept, Preliminary, and Final Design a. Concept(30%) = (Total Drainage—Drainage Survey Fee) x(0.3) = $ 62,374.50 b. Preliminary(60%) =(Total Drainage —Drainage Survey Fee) x(0.6)=$ 124,749.00 c. Final (10%)= (Total Drainage —Drainage Survey Fee) x(0.1) =$ 20.791.50 Total =$207,915.00 2. Total Water Fee (less survey fee) Breakdown by Concept. Preliminary, and Final Design d. Concept(30%) = (Total Water—Water Survey Fee) x(0.3) _$ 25,192,50 e. Preliminary(60%)=(Total Water—Water Survey Fee) x(0.6) _$ 50,385.00 f. Final (10%) = (Total Water—Water Survey Fee) x(0.1) =$ 8,397.50 Total = $ 83,975.00 3. Total Sewer Fee(less survey fee) Breakdown by Concept, Preliminary, and Final Design g. Concept(30%)= (Total Sewer—Sewer Survey Fee) x(0.3) =$ 25,054.80 h. Preliminary(60%)= (Total Sewer —Sewer Survey Fee) x(0.6) = $ 50,109.60 i. Final (10%) =(Total Sewer —Sewer Survey Fee) x(0.1) =$ 8,351.60 Total =$ 83,516.00 3/29/2007 EXHIBIT B-36 2 of 2 EXHIBIT B-3C (SUPPLEMENT TO ATTACHMENT B) SURVEYING SERVICES FEE STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 Sury eying Services: DRAINAGE IMPROVEMENTS DESCRIPTION LENGTH COST PER FOOT SURVEY COST Topographic Surveys— 4,520 $ 1.10 $4,972.00 Berkshire-Hallmark Topographic Surveys— 150 1350 $3.30 $4,455.00 Victorian Dr Topographic Surveys— 1,900 $ 1.10 $2,090.00 Walton Dr&Wonder Dr Topographic Surveys— 2,250 $ 1.10 $2,475.00 Whitman Dr& Winifred Dr Topographic Surveys—Trail 2,530 $ 3.30 $ 8,349.00 Lake Dr Topographic Surveys— 1,200 $ 1.65 $ 1,980.00 Wonder Ct&Woodway Ln WATER IMPROVEMENTS DESCRIPTION LE LGTH COST PER FOOT SURVEY COST Topographic Surveys— 5,450 $ 1.10 $ 5,995.00 Berkshire-Hallmark Topographic Surveys— 1,900 $ 1.10 $2,090.00 Walton Dr&Wonder Dr Topographic Surveys— 2,250 $ 1.10 $2,475.00 Whitman Dr&Winifred Dr Topographic Surveys— 1,200 $ 1.65 $ 1,980.00 Wonder Ct&Woodwa Ln SEWER IMPROVEMENTS DESCRIPTION LENGTH COST PER FOOT SURVEY COST Topographic Surveys— 4,530 $ 1.10 $4,983.00 Berkshire-Hallmark Topographic Surveys— 1,900 $ 1.10 $2,090.00 Walton Dr&Wonder Dr Topographic Surveys— 2,250 $ 1.10 $2,465.00 Whitman Dr&Winifred Dr Total Survey Services Fee $46,399.00 Transportation and Public Works Survey Fee $24,321.00 Water Department Survey Fee $22,078.00 6/15/2007 EXHIBIT B-3C 1 of 1 EXHIBIT B-3D (SUPPLEMENT TO ATTACHMENT B) FEE FOR ADDITIONAL SERVICES STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 ADDITIONAL SERVICES WATER DEPT. T&PW DEPT. Erosion Control Plans &SWPPP $ 5,000.00 $ 5,000.00 Progress Reports, Meetings, Minutes Etc. $2,000.00 $2,000.00 Additional Drainage Study Berkshire-Hallmark—I-35 _ $ 17,900.00 Access Road from Salem Court to Old Hemphill Road Additional Drainage Study Trail Lake Drive —Wedgway _ $ 9,490.00 Drive from Trail Lake Drive to Wonder Lane Route Study 150 Victorian Court - $4,250.00 TxDOT Permit $ 1,250.00 $ 1,250.00 Printing & Reproduction Services $ 16,132.00 $22,278.00 Administrative Fee (10%)for Sub-Consultant Services $ 1,613.00 $2,228.00 Addendums, Bid Opening, & Bid Tab $500.00 $ 500.00 Periodic Site Visits (2)(additional @ Std Hourly Rates) $ 1,000.00 $ 1,000.00 Final Inspection $ 500.00 $ 500.00 SUBTOTAL $ 27,995.00 $ 66,396.00 TOTAL ADDITIONAL SERVICES FEE $ 94,391.00 ADDITIONAL TRANSPORTATION& PUBLIC WORKS SERVICES FEE $ 66,396.00 ADDITIONAL WATER DEPARTMENT SERVICES FEE $ 27,995.00 3/29/2007 EXHIBIT B-31) 1 of 1 EXHIBIT B-3D-1 (SUPPLEMENT TO ATTACHMENT B) EXHIBIT B-3-D FEE FOR ADDITIONAL SERVICES ADDITIONAL DRAINAGE STUDIES STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE,AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 UNIT 1 HALLMARK BERKSHIRE RELIEF LINE Plot Profiles and Drainage Area Maps 3,500 L.F. @ 100 L.F. /Hr. @$70/Hr. $2,450 Time of Concentration Calculation 4.00 Hr.@ $150/Hr. $ 600 Drainage Area Calculation 12.00 Hr. @ $150 /Hr $1,800 Runoff Coefficient Calculation 3.00 Hr. @$150/Hr. $ 450 Runoff Calculation 16.0 Hr. @ $150/Hr. $2,400 Hydraulic Gradient Design 40.0 Hr. @ $150/Hr. $6,000 Meetings, notes and subsidiary investigations 8.0 Hr. @ $150/Hr. $1,200 Field Investigation, Photos, Report Preparation 20.0 Hr. @ 150 / Hr. $2,000 Printing, Miscellaneous and Contingencies $1,000 Total $17,900 UNIT 2 WEDGWOOD STORM DRAIN AT WONDER DRIVE Topographic Surveys 1,500 L.F. @ $3.25 /L.F. $4,875 Plot Profiles and X-Sections 2000 L.F. @ 200 L.F. /Hr. @$85/Hr. $ 850 Time of Concentration Calculation* 1.00 Hr.@ $145 /Hr. $ 145 Drainage Area Calculation 1.00 Hr. @ $145 /Hr $ 145 Runoff Coefficient Calculation 1.00 Hr. @ $145 /Hr. $ 145 Runoff Calculation 1.0 Hr. @$145 /Hr. * $ 145 Storm Drain(2 ea) Capacity Vs. Weir Calculation 8.0 Hr. @ 145 /Hr. $1,160 Field Investigation, Photos, Letter Report, Meeting 8.0 Hr. @ 145 /Hr. $1,160 Printing, Miscellaneous and Contingencies $ 865 Total $ 9,490 EXHIBIT B-3D-1 (SUPPLEMENT TO ATTACHMENT B) EXHIBIT B-3-D FEE FOR ADDITIONAL SERVICES ADDITIONAL DRAINAGE STUDIES STORM WATER UTILITY PROJECTS —BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 UNIT 3 VICTORIAN COURT STORM DRAIN Topographic Surveys 1,500 L.F. @$3.25 /L.F. ($4,455.00 Included in B-3C Survey) $ 0 Plot Profiles 2000 L.F. @ 200 L.F. /Hr. @ $8541r. $ 850 Time of Concentration Calculation* 1.00 Hr.@$145 /Hr. $ 145 Drainage Area Calculation 1.00 Hr. @$145 /Hr $ 145 Runoff Coefficient Calculation 1.00 Hr. @ $145 /Hr. $ 145 Runoff Calculation 1.0 Hr. @ $145 /Hr. $ 145 Storm Drain(3 ea)Alignment 8.0 Hr. @ 145 /Hr. $1,160 Field Investigation, Photos, Letter Report, Meeting 8.0 Hr. @ 145 /Hr. $1,160 Printing, Miscellaneous and Contingencies $ 500 Total $ 4,250 EXHIBIT B-3E (SUPPLEMENT TO ATTACHMENT B) FEES FOR REPRODUCTION SERVICES STORM WATER UTILITY PROJECTS-BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 TYPE OF DOCUMENT COST ESTIMATED NUMBER TOTAL PER NUMBER OF COPIES COST PAGE OF PAGES CONCEPTUAL DESIGN PHASE Report, Altematives & Cost $0.12 30 4 $15.00 Concept Plans SD, W& S $2.30 90 4 $830.00 PRELIMINARY DESIGN AND UTILITY CLEARANCE PLANS Construction Plans $2.30 1 154 1 16 $5,670.00 Specifications $0.12 475 3 $180.00 Binding of Specifications $8.00 N/A 3 $25.00 FINAL DESIGN PHASE Construction Plans $2.30 154 3 $1,070.00 Specifications $0.12 475 3 $185.00 Binding of Specifications $8.00 N/A 3 $20.00 SW3P Report $0.12 250 1 $20.00 Binding of SW3P $8.00 N/A 1 $8.00 TxDOT Half-Size Prints $1.60 154 4 $987.00 BID DOCUMENT PHASE Construction Plans $2.30 1 154 50 $17,710.00 Specifications $0.12 475 50 $2,850.00 Bindingof Specifications $8.00 N/A 50 $400.00 SW3P Report $0.12 250 6 $180.00 Binding of SW3P $8.00 N/A 6 $50.00 TxDOT Half-Size Prints $1.60 154 10 $2,470.00 PUBLIC MEETING PHASE Mounted Drawing(s) $15.00 20 1 2 $600.00 CONSTRUCTION PHASE. As-Built Plan M lars&PDF 1 $17.40 154 1 1 $2,680.00 Half-Size Construction Plans 1 $ 1.60 154 1 10 $2,460.00 REPRODUCTION SUB-TOTAL $38,410.00 Transportation& Public Works Department(58%) $22,278.00 Water Department(42%) $16,132.00 ( Continued ) 3/29/2007 EHIBIT B-3E, 1 of 2 BERKSHIRE-HALLMARK,VICTORIAN COURT AND WEDGWOOD STORM DRAIN,WATER AND SEWER WEDGWOOD AND HALLMARK AREA STORM DRAIN RELIEF IMPROVEMENTS ESTIMATE OF PLAN SHEET REQUIREMENTS SHEET NOS. SHEET NOS. GENERAL 31 VICTORIAN COURT 5 COVER SHEET 1 STORM DRAIN P/P (1" = 40') LOCATION MAP 1 DA MAPS GENERAL NOTES 1 DETAILS STORM DRAIN LAY OUT 2 EASEMENTS WATER LINE LAYOUT 2 SANITARY SEWER 3 SEWER LINE LAYOUT 2 WEDGWOOD GEOMETRIC CONTROL 2 SEWER P/P (1"=40') 1 T/C GRADES(1" = 40') 20 DETAILS, PROFILES, MISCL 3 STORM DRAIN BERKSHIRE HALLMARK WEDGWOOD 28 SEWER P/P (1"=40') 6 STORM DRAIN P/P (1" =40') 17 DETAILS, PROFILES, MISCL 3 DA MAPS 3 VICTORIAN COURT 0 CALCULATIONS (ST, SD& DET) 3 WATER LINE 23 DETAILS 2 WEDGWOOD LEAD LINE PROFILES 2 WATER LINE P/P(1" = 40) 8 BERKSHIRE HALLMARK 20 DETAILS, PROFILES, MISCL 3 STORM DRAIN P/P (1" =40') 9 BERKSHIRE HALLMARK DA MAPS 2 WATER LINE P/P(1"=40') 9 CALCULATIONS 4 DETAILS, PROFILES, MISCL 3 DETAILS 2 VICTORIAN COURT 0 LEAD LINE PROFILES 3 STORM WATER POLLUTION 20 EASEMENTS, ROW, PERMITS LICENSES 2 STRUCTURAL VAULT 2 TOTAL 164 NOTES: THESE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS DO NOT INCLUDE 1 TXDOT PLAN SHEETS OR STANDARDS 2 TRAFFIC CONTROL OR BARRICADE DETAILS OR PLANS 3 ADDITIONAL PLANS REQUIRED BY OTHERS SUCH AS THE UTILITY COMPANYS, PROPERTY OWNERS OR OTHER ENTITIES. 4 ANY MORE SHEETS THAN THAT SPECIFIED IN THE CONTRACT REGARDLESS OF ANY REQUIREMENTS NOT LISTED ABOVE. 5 THESE SHEET COUNT ESTIMATES ARE BASED UPON ENGINEER'S EXPERIENCE AND MAY NOT REFLECT ACTUAL REPRODUCTION REQUIREMENTS. FINAL COUNTS MAY BE LARGER OR SMALLER BUT CITY WILL BE INVOICED FOR ACTUAL REPRODUCTION COSTS ONLY, NOT TO EXCEED AGREED UPON AMOUNT. IN THE EVENT THAT REPRODUCTION COSTS EXCEED THE AGREED UPON AMOUNT, ENGINEER WILL SEEK APPROVAL FROM THE CITY FOR INCREASED AMOUNT. 3/30/2007 EHIBIT B-3E, 2 of 2 BERKSHIRE—HALLMARK,VICTORIAN COURT AND WEDGWOOD STORM DRAIN,WATER AND SEWER EXHIBIT B4 (SUPPLEMENT TO ATTACHMENT B) STORM WATER UTILITY PROJECTS-BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE,AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO.:00480 SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST Location Drainage Water Main Sewer main Total Berkshire Lane $226,270.00 121,93 . 0 4 ,624.00 $41313,829.00 Dupont Circle $154,715.00 $0.00 $0.00 $154,715.00 Hallmark Drive South&West $340,945.00 $137,599.00 $223,977.00 $702,521.00 Heritage Lane $92,840.00 $68,145.00 $51,997.00 $212,982.00 Salem Court $197,093,00 $76,280.00 $92,340.00 $365,713.00 Sheridan Road $226,325.00 $155,804.00 $146,234.00 $528,363.00 Victorian Drive $61,622.00 $0.00 $0.00 $61,622.00 Walton Dr and Wonder Dr $358,551.00 $444,648.00 $268,538.00 $1,071,737.00 Whitman Dr and Winifred Dr $339,741.00 $128,069.00 $270,386.00 $738,196.00 Wonder Court and Woodwav $150,923.00 $62,909.00 $0.00 $213,832.00 Trail Lake Drive $477,045.00 $102,423.00 $96,624.00 $676,092.00 a o 0 0 Since ENGINEER has no control over the cost of labor,materials,equipment, or services furnished by others,or over the Contractors methods of determining prices,or over competitive bidding or market conditions,ENGINEER'S opinions of probable Total Project Costs and Construction Costs provided for herein are made on the basis of ENGINEER'S experience and qualifications and represent ENGINEER'S best judgement as an expericed and qualified Professional Engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids,or actual Total Project or Construction Costs will not vary from opinions of Probable Cost prepared by ENGINEER. If prior to the Bidding or Negotiation Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. BERKSHIRE-HALLMARK DRAINAGE AREA, AND 150 VICTORIAN DRIVE DRAINAGE AREA,AND WEDGWOOD STORM DRAIN DELETED DRAINAGE AREAS CONSTRUCTION COST ESTIMATE 3/26/2007 EXHIBIT B-4 EXHIBIT B-5 STORM DRAINAGE (SUPPLEMENT TO ATTACHMENT B) STORM WATER UTILITY PROJECTS-BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE,AND WEDGWOOD STORM DRAIN DELETED 150 VICTORIAN PLACE STORM DRAIN CITY PROJECT NO.:00480 OPINION OF PROBABLE CONSTRUCTION COST PROPOSED STORM DRAIN PIPE TO SECOND TXDOT INLET STORM DRAIN Victorian Court Lots 6&13 to 1-35 Access Road "0 L.F. PAY ITEM ITEM DESCRIPTION UNIT UNIT PRICE 2 UTILITY ADJUSTMENTS L.S. $1,000.001 2 $2,00000 3 REMOVE EXISTING CURB AND GUTTER L.F. $2.5 30 $75.0 4 REMOVE EXISTING CONC.DRIVEWAYS S.F. $2.50 200 $500.0 5 REMOVE EXISTING CONC.SIDEWALKS,ETC. S.F. $2.50 0 $0.0 6 7"CONCRETE CURB WITH 18"GUTTER L.F. $8.50 40 $340.0 7 INSTALL 4'SQ.MANHOLES EA. $3,000-00 3 $9,000.00 8 INSTALL 10'C.O.INLETS EA. $2,750.00 1 $2,750.0 9 INSTALL 24"RCP L.F. $65.00 440 $28,600-0 10 TRENCH EXCAVATION AND BACKFILL C.Y. $10.00 390 $3,900.0 11 TRENCH SAFETY L.F. $2.00 440 $880.110 142 WATER/SEWER SERVICE ADJUSTMENTS L.S. $3,000,00 1 $3,000.0 143 REMOVE AND REPLACE FENCING L.F. $10.00 150 $1,500.0 144 REMOVE AND REPLACE CHAINLINK FENCING L.F. $12.5 50 $625.0 145 PERMANENT ASPH.PAVEMENT REPAIR rT7 $45.0 50 $2,250.0 Storm Drainage Sub-Total $56,020.00 Conttngencles 10% $6,602.00 Storm Drains a Total Since ENGINEER has no control over the cost of labor,ma ens s,equipment,or services furnished by others,or overt e Contractor's methods of determining prices,or over competitive bidding or market conditions,ENGINEER'S opinions of probable Total Project Costs and Construction Costs provided for herein are made on the basis of ENGINEER'S experience and qualifications and represent ENGINEER'S best judgment as an experienced and qualified Professional Engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids,or actual Total Project or Construction Costs will not vary from opinions of Probable Cost prepared by ENGINEER. If prior to the Bidding or Negotiation Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. 150 VICTORIAN DRIVE DRAINAGE AREA STORM DRAINAGE COST ESTIMATE 6/15/2007 EXHIBIT B-5 1 of 1 O O O O O O O O O O O O O O O O O O O pp 00 00 O O O O J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O p Q O O O O ON 0 0 0 0 0 0 0 0 0 0 0 O O E r oSn oo».. mw no nwwww nom o ri d a n N N w a O m m Ro'o 0 IL m W W N N N mUpn� fA O Z N O N O O O O n O P 0 ? O O O O O O N a c o a J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 0o S o o 0 0 0 0 0 0 O O O O O O o 0 0 0 O O O � Q O O 1el 0 0 0 0 OO O OO 0 0 0 0 0 0 0 0 0 0 O 0oC - - O O H S C0 F. enN oo o mmm LC an n p m n w U W 3 J m w w N J m O p m L m m L LL a q7 p F O m O O O O O O O O O O O Q m O N O 0 0 0 O O O O pp 0 0 .. ....0 00 O O O O O O Fm 0 O oM en oM 0 0 0 ON O O m OM O O 6 m m m o > ! 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O J o W zxr- gawp ¢ ULLa O 'D o n � QW Wco Q !q W W X z O W W I Z N O U y C z W Z N Q y Q�Q ~ O '.� W W J z z S r N C C 5 0 W (n 0 w � Q !Y w U j O O Q 2 (z L E y 0 y 0 N (n (nrncnoX¢ oaww � ww �� w °' a o 2UL r CD co o v v W �iU > w � ? aat-a z E � � N Q Z 0C) LLJ ID •ti " L.7 a 0 M fQq Qa N M It n m h m mO ` N �n m iUcn f6G..G 2 U0 A E •a o p= zUo cri m ATTACHMENT C CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A STORM WATER UTILITY PROJECTS—BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 1. Attachment "A", Phase I, Item 7 to the Standard Agreement for Engineering Services, Exhibit "A-1", Page 8, Item I and Exhibit "A-2", Page 7, Item J. are hereby changed, altered and amended to eliminate the requirement for the Engineer to provide R.O.W., Easements, Sketches and Descriptions for any needed Access Permits, Easements or R.O.W. Engineer shall inform and advise the City of any required Access Permits, Easements or R.O.W. that the Engineer determines to be required on the project. 3/5/2007 ATTACHMENT C 1/1 ATTACHMENT D PROJECT SCHEDULE GANTT CHARTS STORM WATER UTILITY PROJECTS-BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED CITY PROJECT NO. 00480 3/29/2007 ATTACHMENT D 1 of 1 T c ca ca O r ca r U c ca C9 � w C� ¢ z O O 0 w 0 z c ImJEW 8 ¢ I m o uoi olr o''o'o offo1.1-18[ o °8 0 o o °D ag o °° c c m c °Q° o o °S o o �(O O' O0 00' IOO:S OSO O O N N 'OiO O O N N .�VN N N NN . -N N NNN 10 N j� N N N. NIN N.� m N N O1 r N'; CD::tD r..r 'a0 m.m'Wi OI�iO C a � M aD' m'm m' m mjm m m m! 'mlm;m m' m m m,m m,'m'm o o mlm c WI S S S S' Q'S S SiS Q o o.o 0 0 0 0 o,O o S Oj0 `-' I `- I O pI O S', Oj0'O.O O O O. 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N NIM Y'LO t tD r m101 ��� �� I�I� NIN NININiN,N N N N M,M M�MIc7IM M M,M MIVco Project: ATTACHMENT D-2 DRAINAGE UTILITY PROJECTS FINISH START 1 NISH TASK NAME --- _ -- __- —_-- ' t DAYS CONCEPT -- - NOTICE TO PROCEED 1 5/30/2007 PRE-DESIGN MEETING 6/1/2007 i 6/7/2007 7 TOPOGRAPHIC SURVEY 6/l/2007 8/14/2007 75 30%DFSIGN 8/14/2007 12/21/2007 130 0 SUBMITTAL OF 30%DESIGN 1 12/21/2007 12/21/2007 I CITY REVIEW 30%DESIGN 1 12/21/2007 i 1/4/2008 15 REVIEW MEETING --- ---_- 1/4/2008 --r 1/21/2008 -_ : .__._ 1/17/200814 -PUBLIC MEETING PREP 1/7/2008 15 PUBLIC MEETING 1/21/2008 f 1/22/2008 2 ADDRESS COMMENTS T j 1/22/2008 —� -00 T -i ! 1/28/2008 7 PRELIMINARY 60%DESIGN -- i 1/28/2008 1 4/28/2008 92 SUBMITTAL OF 60%DESIGN 4/28/200$ 4/28/2008 I UTILITY SUBMITTAL ___-- .----____ ------------------ ---- --r4/28/2008 - - 15/1/2008 ',4 r CITY REVIEW 60%DESIGN y4/28/2008 5/12/2008 15 ------- ------- ------- _UTILITY RELOCATIONS - ----- ---- -- i 4/28/2008_ 7/26/2008 -- '90 REVIEW MEETING 5/12/2008 5/12/2008 1 PRE-FINAL ------------------— ------- - - ---+ _ ----- - -_- _-- _---- 90%DESIGN 15/12/2008 6/25/2008 45 SUBMITTAL OF 90%DESIGN 6/25/2008 16/25/2008 t CITY REVIEW 90%DESIGN 6/2_5/2008 7/9/2008 15 REVIEW MEETING -- _ _ _- -- -_-_ - 7/9/2008 7/10/2008 i 2 FINAL COMPLY W/FINAL COMMENTS - �7/10/2008 _ 8/25/2008 47 --- --- - - - -- -- --- - --- - - SU_BMIT100%PLANS & SPECS 8/25/2008 8/25/2008 1 -- CIRCULATE FOR SIGNATURE -- -- -- - ; 8/25/2008 ' 8/27- _ -- - -- --------------- /2008 ; 3 PREPARE FOR ADVERTISEMENT - 1 8/27/2008 y9/12/2008 17 BID. j ADVERTISE PROJECT - - ---- ---- - --- - 8/18/2008 9/1/2008 15 ------------- BID OPENING 10/2/2008 10/2/2008- 1 TABULATE BIDS 10/2/2008 10/8/2008 7 _AWARD - ------- AWARD CONTRACT 10/10/2008 10/16/2008 17 EXECUTE CONTRACT _ 10/16/2008 i 11/25/2008 141 ! --�-- - CONSTRUCTION_ -_- PR_E-CONSTUCTIO_N_ME_ETING - - - 1 12/2/2008 12/2/2008 --- NEIGHBORHOOD MEETING -- _ - 12/2/200$ 12/9/2008 _-_ 8 _- WATER-SEWER CONSTRUCTION j i2/15/2008� {3/29/2009 i05 DRAINAGE CONSTRUCTION i 3/19/2009 1 8/15/2009 i 150 3/29/2007 4:30:54 PM Page 1 ilf-lo 'Am Ij irs/�� c PIP. 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A 10 11 !2 13 14 is 1 2 3 IN L 4 3A ATTACHMENT "E-2" (COUNCIL DISTRICT 6) BERKSHIRE-HALLMARK DRAINAGE STORM DRAIN LINE IMPR O VEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED 1=0 =,�I+a=waae. ,� SCALE: NTS lAfISX 1MW GYI� 0"' ., .Tmx"Mu TAD 2048-352, 2048-356,2054-352, 2054-356 =4 ftot"O' """="r"" MAPSCO 105 E & F CITY PROJECT NO.: 00480 7 6 5 1 4 1 3 2 10 6 7 6 EL VUE DR. 6 5 1 4 3 2 1 --j T23 4d 5 1 6 1 7 TRC in 15 16 117 18 19 20 g Y IC ELEME ARY RAY SCHIUL 5 �6A 3 6 1 5 4 3 2 NU ALIGNMENT 24' ST4M 13 16 17 16 19 20 DRAIN LINE. TRD GEORGIAN RD. J = 6 f s � #1 4 3 2 1 g 7R 6R SR 1, IS 16 17 18 T` STORM 8 4 % RAIN LINE 14R 1sR 16R 17A 17B to �o yj TOR aN 12 13 n 5 5 4 3 2 1 B 7 6 9 12 13 14 15 16 PR P N 4E ISTING INLETS n 4• ST 14 W Al NE CHAT AU Q r152R' 4R 3R 2R 1 9 B 7 6 Y5 EtAB — lkj 13R 13RA 14RA 14 10 11 12 13 LA C TIL I0 CT SE 14 z p6s 3 2 115 THE 14 i5 16 12 23 DR. ElA6 3J613 22 A TTA CHMENT "E-3" (COUNCIL DISTRICT 6) 150 VICTORIAN DRIVE DRAINAGE STORM DRAIN LINE IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED nib �wmOmmsurre14 SCALE: NTS ' Ism Kr WoKm,W."m6l TAD 2048-356, 2054-356 aaa.m4ffS4 � M xro s si>• r"aff MAPSCO 105 E CITY PROJECT NO.: 00480 4 aRE 16R i 7R 20 7 A 6 13 8 14 m b 9 1 5 4 7 3 10 9 10 11 1 14 15 16 Q 17 16 lI WALT' D IV 2A 4 3 1 4 3 2 1 3 1 1 5 2B DUN 29 4 29 6 3 47 5 28 1 7 28 5 2R 8 6 27 45 7 "�- 3R 26 o„a'�.„44 6 8 I 8 7 51 491 43 J ci 42 U IN 23 8 5 � 10 3 10 1 _ 9 6 23 41 Q � 22 q Q 11 2 2 11 10 7 40 21 2 11 J 8 39 12 21 12 11 20 20 3 10 3 9 ATTACHMENT "E-4" (COUNCIL DISTRICT 6) WALTON DRIVE - WONDER DRIVE STORM DRAIN LINE IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED INC. � �I"" MUM91 14umt ! SCALE: NTS FOkT YPOR'TK TEX"76162 s T TAD 2036-360 CS. 817-9754M KMPA XJCS FAX W-S48.05M TRANSPOWA" tt mf am DeveLormam MAPSCO 89 U _� CITY PROJECT NO.: 00480 TRACT B1 v 21 SNIE 92 22 vE � � J SA R 3$ � � �R¢ dG O 2� 17 13 �T LUE L� 25 14 15 11 12 C f 26 � 10 9 £ i f 16 10 l 9 � t/� a 3 12 �-' 17 9 q 13 8 © Z 13 Sly 14 7 is 8 r 11 14 9 15 19 7 U1 6 010 15 16 5R 20 6R 17 4R 21 5R 9 3R 4R 8 18 2R 3R 7 IN 23 19 �, 1 R I FRRD 2 2R 6 2 3 iR 5 4 1R 4 2 DR 3 1 _ 16 4 WEDGEWOOD ELEMENTARY 15 6 19 SCHOOL ATTACHMENT "E-5" (COUNCIL DISTRICT 6) WHITMAN DRIVE - WINIFRED DRIVE STORM DRAIN LINE IMPRO VEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED C. is"N TRAIL LAIM DRIVE,SURE 14 P.O.mox 16669 Qwl SCALE: NT$ FORT INOWK UXM 76162. SURVEY iow MS 1"810ELL 1,346-6 891 NYDRAU KIt TAD 2030-360, 2030-364 PAx e17346.sa?a. 7RANEPORTATIOR `e MAPSCO 89 U e.autrnivraraowwr NRJNIGPAL ENOlNK11Rd8 1 CITY PROJECT NO.: 00480 • S 3r -f Vx4' mno Inlet —643 s 4-5214 13R A6B s� 20R 19R � 18R WON ER 'DR, 17R 15R 14R 16R r- A2 L—5 30 15R 14 13 N� 4� 2 12 11 9R �� 33 19 35R 10 A6 7 34 32 9 33R 7 931 8 32R 6 GNNW 7 16R 17R 5 31R 6 NE 3 5 4 28 A5 2 1 4R 3R1 1 2 35 2 3 TRAIL DR, 1 2 1 8 7 6 5 4 3 2 ATTACHMENT "E-6" (COUNCIL DISTRICT 6) WONDER COURT - WOODWAY LANE STORM DRAINLINE IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED Ell e mew SCALE: NTS !Fn*"WLLAM VOW,SUM 44 , � TAD 2048-352, 2048-356,2054-352, 2054-356 PO wx WORM TOMS FO" 76"M$174TS4M HYD* MAPSCO 105E & F CM PIULXS FAX8i7- r �*A" CITY PROJECT NO.: 00480 px stra4easzo On DEVE OrAmm 15 16 22 7 21 28 17 E 27 20 V 18 � 26 19 251 K (i 2l t V 22 24 DITI❑NAL SURVE S A �A STUDIES THIS ARE � �QQ ID Exist Drop Inle i ce aJO� Parking Lot _ t rl ri 31 R 1C J ( A_1 ��� Exist Drop In lets II Imp TR. Parking Lot �'T Al L A2 TIL IB ALA 19 17 20 16 r�C 20 19 '1 21 TRACT B1 15 18 EKE 18 \\ l a z2 19 � SDR�38$ 1 23 17 13 20 17 A' `� 24 13 \ 21 16 \ 25 22 15 14 \ f � 26 16 ]1 IS 27 23 24 13 10 16 25 12 11 9 l0 1 ? 28 it Y� � 12 11 .t12 29 10 S'- 13 r 9 1 13 9 14 i L � 11 30 8 13 1S t, 14 L, ATTACHMENT "E-7" (COUNCIL DISTRICT 6) TRAIL LAKE DRIVE STORM DRAIN LINE IMPR O VEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED 'af j =W TRAIL LMM DRIVE,.DUIrE 14 F.O.BOX Iftu CML f SCALE: NTS FORT WMRTi4 TEXA376,6Y M1aRAU TAD 2030-364, 2036-364 c>:I.L„7A7S-90D! L10E FAXs11.T464M TRA+esro"A"001 �,.T Sm MAPSCO 89 Q & U � �,,, MURIQPALE110R7�RIRc � CITY PROJECT NO.: 00480 a, 111 6R 2 2 3 12R O �o h 4 u -tl � 4R SO'3O (11ti ID13R E -Rc 3 3 5 6 7 IOR 14k. �� 29 4 h 28 27 F R 1R 1 ---�T 10 4 R � 6R SR 12 B c 4R 2 c 6• 3 3R 25 D 6 c 1 3 11 4 24 13 1 11 237 F D s , 4 to �- � 16 15 CT. 3 0 2 L(7 M 4R a 5 R N `7 17 1 2 3 4 L i 1S f R IOR 6 5� 7 6' B Ap, 2t 10 Q 39 0 3 0 9 Q � $ERI HIRE 2 7 6 5 SR 4R ~R $• � 3R 2R 1 14 13 12 11 to 9 9 6" W 5 7 5 4 3 2 I z 71 135 4 3 Ease 2n 2 t 1 3 4 5 6 0 7g y 10 8'CF 1 HAL MARK 4A4 R, EST 2 , I _90, 1 3 4 12 11 Ad G 17 5` 2 3 7,13 tn. t SO' 2 12 -�- 49 3 m ( 5 50 5' 7 L� -)3 14 MAN L 12 H z 10 3 4 M S d 13 6 J 13 A U 5 7 W 9 14 d 10 6O 12 t7 IQ-' A O. 50, <Tt 5 6 11 Fs ~U 6 5 7,5' TR. A � 1 7 7 6 2 16 r� to SH FFIEL DR. 6°C I 6"C I 8'C I uol6-0002a 10 11 12 13 14 15 ] 2 3P�r 3A A 4 ATTACHMENT "E-8" (COUNCIL DISTRICT 6) BERKSHIRE-HALLMARK DRAINAGE WATER MAIN IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED amLaqrjm ON=W wa aeve.OWN,. SCALE: NTS PA.`°""""'' WTR 2048-352, 2048-356,2054-352, 2054-356 Fir **• MAPSCO 105 E & F IN"''NS"4 W oft r I "NormaCITY PROJECT NO.: 00480 10 12 20" 24" 24" too' 10 11 13 14 ° 17 F 16 e a 11 R1 B W L rp VE, 0-1 20"CI 6 24" 2 ARV cn #016 0039 1 0 V 3 2 1 3 2 1Q o I S 4 , 45 1 1 2 � o G 4R � 5 29 4 29 # 3 1# (::75 47 CJ 2 22. 5' 28 O 1 G 28 5 707 6 27 27 6 U S 7.51 4S 70' 1j 26 C7 3R 1 7 26 �� o S , 6 44 24 � 2 [b 6 25 8 43 25 24 ' 7 8 9 9 S . 2 7 10 23 9 6 ff 23 10 i3a l 5 6 0 10 791 I1 1 21 2 11 17. 5' B t2 21 12 3 11 13 20 13 ]0 12 2 7, 14 14 24 7 4 14 q 4 9 _! 13 10 3 18 Li 15 18 15 3� 5 8 Q G 11 p 5 17 t`-_ 60' 21 tr 17 16 \0 6 i 15 1 2'ARV 22 24°Conc. 1 4, 6 8" 12 ���a o o 7. 5 ID �O 24" WEDGW170D 1 13 �� JUNIDR NIGH 1 t6A ATTACHMENT "E-9" (COUNCIL DISTRICT 6) WALTON DRIVE - WONDER DRIVE WA TER MAIN IMPRO VEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED waEo.n+,c..w�.. SCALE: NTS F.&am Issas. cuvu ' '"°"'"•'�'�"�" DW* F TAD 2036-360 CKL NiiYiO�N Iit7C61? TINdIM'O/l1`AlION rm +r = MAPSCO 89 U CITY PROJECT NO.: 00480 10 12 20' 24' 24- 1ab' 10 11 F 16 0 13 14 a Ca t7 1g O e 11 o f/ R1 W L Tat 6 24' 20,G I # 2 ARV - #016- 0039 i 0 V 4 3 2 1 3 2 1� 0 5 1 0 5 2 N o G 4R o' 5 29 4 29 # 3 1# 75 47 CJ 2 22. 5, 26 1 G 28 5 707 6 27 27 6 U 5 17. 5` 45 7�, 26 3R 1 4'4 7 26Q $ 4 6 24 Cu 2 8 8 43 25 24 4 7 8 VATIM UK 4 9 2 7 s°� _ 23 10 9 6 Q 5 23 10 ya 6 10 7 1 21 t 1 17. 5' e 12 2 21 12 3 � 11 20 1y Q 9 1 13 20 13 ,' 10 ti0 t 2 2 14 19 14 19 {c! 4 9 -1 13 10 Q 24 C3 \, 18 15 18 15 5 6 G 11 � 75 45 3 0 17 ° 3 60' 21 l7 16 6 7 15 t 2"ARV 22 24'Cony, 8' 12 Q a p + 7. 5_N2 b 24' WEDGWOOD 116A 1 13 4- JUNIOR 141 GH ATTACHMENT "E-10" (COUNCIL DISTRICT 6) WHITMAN DRIVE - WINIFRED DRIVE WATER MAIN IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE—HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED 5L0!'IIAtI LJf(�019Yl,iYfiEN - FOR,WON%TWW M62 s ev�ar SCALE: NTS cou/1T4r?$ 1 V"mL ucx F",81Td040= ►„ TAD 2030-360, 2030-364 oweir *. .W.nwmwww MAPSCO 89 U CITY PROJECT NO.: 00480 CD D1 cu � 1a D-2 0 6,, 16,; D 2 c�j S� VA 18P, B�6— 13R 00 R G 17R q B 'V 14 14R 15R o Pic o 34 F 13 53 #024- 0343 -12 d] G _ a 0 C� 11R O 01 11 10R 33 016-0 760 0 9R 8R �10 10 CC) 4R 5a 32 u� 9 CD 33R 7 31 1) 8 5 F ATTACHMENT "E-11 " (COUNCIL DISTRICT 6) WONDER COURT — WOODWAY LANE WATER MAIN IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED Mffc. SCALE: NTS m lom . TAD 2048-352, 2048-356,2054-352, 2054-356 twerr`q's"°`"''°"� MAPSCO 145E & F QmL KJ�JbiOW 1(YYRa1AlLJCf uxt"t44sa u. 7R fJk1'A7fCN CITY PROJECT NO.: 00480 TR A2 �d�T 1 F�2 18 AlA 9 G Cf 1G 17 a��C r �v 1374 1�e 3� 16 '� � 2 pOti � 20 17 T R B 1 dZ� F N 5 18 22 1 1 18 19 2/ 20 17 23 17 \ 13 ` 24 21 16 16 22 15 P�L� �� �l 12 G 707 NE 14 �e �e 15 13 �g 10 12 1 1 - 10 L2` 28 11 12 �9 `� 9 3 12 G 29 Y 17 a?, T, 707 l 13 8 i 30 B 13 1 �� 14 � 18 � � a 13 9 7 5� 11 cb , 'T 14 p 14 is 6 0 19 7 \ 12 6 ` l� 15 15 16 16 16 < 11 10 4 f 21 5 17 9 { 17 7 9 18 22 4 1 8 18 co j 1 6 4 6 19 2 � 23 3 7 D � 19 5 1 24 2 � 6 ATTACHMENT "E-12 " (COUNCIL DISTRICT 6) TRAIL LAKE DRIVE WATER MAIN IMPRO VEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED rmsox 1/!Y3 awl SCALE: NTS TAD 2030-364, 2036-364 MAkN7 17U41gOlRA711M1 MAPSCO 89 Q & U CITY PROJECT NO.: 00480 '0 6R 2 Q 25 E y 3 12P 8� SR 4 4R � 5p'30 fJ 13R C 3 3 �� 5 6 7 tOR 29 4 CT, 9R _ 47+76= VO 28 _0+03 � 17A tR �L 6R SR 12 8 9 9 4P 2 25 D 3R e Lm D + 3 11 ,� 24 13 I D Sp, 4 to h IS 11 > Z 23 16 CT. O Ln M 5 9 2 S — Sat86 cri 22 v � z 3 a W Re R Q 6 , 8 21 10 +9 6- BERJSS 9 a. SR +19 2+ I RE L 6 7 5 5 n 4R 2R 3R IR 12 it l0 -$ 7 6' + 5E Co +0 9 21y 5 4 0 1 34 6 s f I L � J � -135 4 r u Easerle t 3 4 ir) 5 6 I +96 6' 7+ 0, �1 + 4A4 t NAL MARK S T 14 R' �` 2 0 14 1 t a 12 11 A. 11 0 7,5• 13 50, 2 /�' 14512 Q iO3 L4 01 413 6 r- 17.5` ]t1 Z.. 5 .� 1 7 9 4 Y 14 5 x l0 12 S l A 0 cn 650' 9 6� t I e 3+6 e 6i193 is TR. A Xn 9 0 7 Ln 7 624E = 16 1 I to O HE FIELD DR. J 13+70 —� 7 6` 4+66E �1 2 3 A 10 11 12 13 14 15 N, 3A L 61 8 "VC 6+3 E \ 14 L—? 64+00 ATTACHMENT "E-13 " (COUNCIL DISTRICT 6) BE�SHIRE-HALLMARK DRAINAGE SANITARY SEWER IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED tuaLqmm SCALE: NTS ma MmFix. � "`�" SWR 2048-352, 2048-356,2054-352, 2054-356 • mf " "' MAPSCO 105 E & F wxxatrsssesta >nr+ueA"rit�Teoq "mm""' ""`ter I CITY PROJECT NO.: 00480 l t ALT 7+50E 9+65 8' 6° — _7 92 E 7+13 2A 22' 5' 4 3 S+dc� J 1 1 5 4R 1 � 3 � 5 25 ° a 1 +22E 2B 2 29 4 29 01 10+01 1 +57E +3gE 3 1 1 2 47 5 $ 7 L -599 2a 5 4 i O+b 7 � 2R " $ � 46 6 8, 3+?1 '0 27 1+77E 1 h OE 45 4+09 1 . 5 5 3R 1 7 26 8' 22 5 24 Q 6 0 9 � 8 g 1 OF 4 J 1 2 43 t� 17 S 7 6 5 3 1+ 9 24 9 �'0 19+65 42 v v 7 23 tD 4 1 41 10 23 �� � LO 22 q ,�� � 9 � 6 It I t Q t 40 22 V 21 3 e 2 11 39 12`�21 SO, 12 it y 20 ( 3 to CQ x0 W 9 1 J�xs 13 � 13 q 12 i 2 38 a Op 19 / J 0_ J 24 14 19 14 9 13 10 is zv� 15 18 15 6+ 5 8 50' 14 1160' 23 0- 5+85 / 16 17 16 17 6 6+01E 15 12 21 7 22 9+25E 13+17 O 1 12 U= 6+02E 0+32E t1_1 2 13��� � I 14 J 20 1 ATTACHMENT "E-14" (COUNCIL DISTRICT 6) WALTON DRIVE - WONDER DRIVE SANITARY SEWER IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN.DELETED MOM. 0r"Elown rneu. SCALE: NTS ea�c�esss """"°a""`" "'m-u E TAD 2036-360 E A ,a _ MAPSCO 89 U CITY PROJECT NO.: 00480 \ A-1 ct R RAIL AKA C� fcl c2 t AT TL A2' ©�f' 5101 g�l'YC -70 L- TR 18 AIA ,B3 '�D tf. t7 i6�ls 14 13 12 11 17 16 A-� �C� t 20 19 t 2 e,1i� � TRACT B1 18 18 19 to J `' t9 t4j E `° 22 23 3gg 0 A,1 17 c' 6 WE 20 17 13 . 21 16 1 d 25 3+ A i 2Z t5 A9 14 12 26 15 15 t4 f3 12 it l4 15 It 4- 3 I F� 27 t IO T t2 Y3 13 9 �� 16 LO 7��� ,�l 213 33 it 12 17 9 D 12 L^I' 29 31 32 34 35 I )3 8 Z 13 6', C uS 7 to B � 30 6• 11 6 f4 L3 � y 15 14 Os �5- Br4 n 10 12 10 15 1k[4 13 1p! 15 MI6 5R 20 TS 6 tl 16 IS M2. 2t `'R 9 cp 1 [0 17 1 7. tl 16 N 9 18 3R 22 8 18 S �D � 1] 20 �S 19 6 7 l9 23 � ? 19 � iB 12 9 � 1R +. t L-R J 24 2 1 3 t733 6 7 W 2 / 3 iR 5 ✓a 1 11 10 4 L l2 5 + tQ 4 e WIN F-RED 6/ 4 ° g 4 B ro 3 5+53E p M z2 14+6 3 16 5 + 1 4 1 9 P 4 i 19 l5{O2 13 w R � 6 n� t4 7 / is q. n 8 c 6 I V t1G II o. / 13 17 J ELEMENTARY .i ro 9��T 7 SchLm 7 8 % l2 In 16 V£DGEW002) t a ri PARK it 5 e 2 14 3 n, 13 67R 4 3+76 1Li 31 3 Q 3 6 13 0 2 4 7 _ q 23+06E 5 \32 i 9 7 12 6 31 3 6PF N im( Tp B --- 2 9 LO ll 7 36 4 35 3+ ATTACHMENT "E-15" (COUNCIL DISTRICT 6) WHITMAN DRIVE -- WINIFRED DRIVE SANITARY SEWER IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED IIIIIIIINHIMM "m""wQ Offm sum 14 >hroarlu►sTesz su�ir SCALE: NTS NY.L#4T�'6 AOY1 11fOiGiM" .+:., I TAD 2030-360, 2030-364 -�--� MAPSCO 89 U CITY PROJECT NO.: 00480 00" c1 Sp Lim F \ d A-1 �� 50, C2 At TR A\ IF1 lEl 5+99 18\ A a \6 1F2 V 0+5 0+ 19 B3 lQ� 1 iG 17,5' 17 17 N x 16 Q• CE cS �Ol 20 19 t r� x 2 4''/ O TRACT B1 Cox 15 18 sole B ,C� �a 22 19 ;URv gg � l A 3 , ` I\ 23 �a20 17 7 "13Sr l 24 � .\21 l6 25 22 15 \ pj 14 P2 t 26 16 \ 14 . p ZX� � tS 23 \ % • 15 11 u �F 27 �/ 9 12 13 11 10 9 �� 16 10 �� �lO� 28 \1 1 17 9 29 S �x1x 13 8 cep' ; 7 13 Ci 14 7 A- 14 15 ]8 l 8 ' 11 13 4i 14 9 6 Ca � 12 �! 10 15 c�0 fJ 1� 7p \ 16 5R 20 6R I � 16 \15 11_ 0' ,SR 16 1 4R 9 2`' 17 10 17 1 17. > 21 ,a 17 9 18 3R Q 22 4R 8 10 9' 2R w 6 7 3R 7 ATTACHMENT "E-16" (COUNCIL DISTRICT 6) TRAIL LAKE DRIVE SANITARY SEWER IMPROVEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED =iw=WNF,VXM44 CHU SCALE: NTS "°""""o wAr*Vsm w"muwucs TAD 2030-364, 2036-364 r"Ofill4com A'm I MAPSCO 89 Q & U CITY PROJECT NO.: 00480 .< A t EX STING AL r ti q d 1' • d �4( �� Ll7 1 1 W LX .. 1 W ` z T❑RM DRAI _ ALIGNMEW AND IR e -� f �-•` FFEASIBILIT " STUDY SALEM CT, - • - T U. Ease ent •r„ q ATTACHMENT "E-17" (COUNCIL DISDUCT 6) BERKSHIRE-HALLMARK STORM DRAIN RELIEF LINE STORM DRAIN LINE I11IPR 0 VEMENTS STORM WATER UTILITY PROJECTS BERKSHIRE-HALLMARK DRAINAGE, 150 VICTORIAN DRIVE DRAINAGE, AND WEDGWOOD STORM DRAIN DELETED ` a eo,w,lueseaave.wrriK to SCALE: NTS * +� + TAD 2048-352, 2048-356,2054-352, 2054-356 MAPSCO 105 E & F_ ""` °" CITY PROJECT NO.: 00480 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 6/12/2007 - Ordinance Nos. 17594-06-2007 and 17595-06- 2007 DATE: Tuesday, June 12, 2007 LOG NAME: 30BERKSHIRE480 REFERENCE NO.: **C-22173 SUBJECT: Authorize Execution of an Engineering Agreement with Slater Engineering, Inc., for Berkshire- Hallmark Drainage Improvements, 150 Victorian Drive Drainage and Wedgwood Storm Drain (Project No. 00480) and Adopt Appropriation Ordinances RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $269,495 from the Storm Water Utility fund to the Storm Water Capital Projects Fund and the transfer of$194,026 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of$98,496 and the Sewer Capital Projects Fund in the amount of$95,530; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Storm Water Capital Projects Fund in the amount of$269,495; 3. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $98,496 and the Sewer Capital Projects Fund in the amount of$95,530, from available funds; and 4. Authorize the City Manager to execute an engineering agreement with Slater Engineering, Inc., the amount of $421,805 for storm water drainage improvements and water and sanitary sewer main replacement on Berkshire-Hallmark Drainage Improvements, 150 Victorian Drive Drainage and Wedgwood Storm Drain. DISCUSSION: The Storm Water Management Program was established to reduce flooding in Fort Worth, preserve streams, minimize water pollution and to operate the storm water system in a more effective manner to fully comply with state and federal regulatory requirements. This will be accomplished by infrastructure reconstruction and system maintenance, master planning, enhanced development review, and increased public education and outreach. The scope of the project includes the design of storm water drainage improvements, water and sanitary sewer main replacement on Berkshire-Hallmark Drainage Improvements, 150 Victorian Drive Drainage and Wedgwood Storm Drain. Historically, home flooding has occurred in these areas of these systems. Storm drains and culverts need to be constructed and extended to convey the 100-year storm flow. Slater Engineering, Inc., proposes to perform the necessary design work for a lump sum fee of $421,805. Logname: 30BERKSHIRE480 Page 1 of 3 City Staff considers this to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $41,173 (water: $1,980, sewer: $2,475 and storm water drainage $37,258) is required by the Engineering Department for project management. Slater Engineering, Inc., is in compliance with the City's M/WBE Ordinance by committing to 21 percent M/WBE participation. The City's goal on this project is 19 percent. This project is located in COUNCIL DISTRICT 3, Mapsco. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Storm Water Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2)P253 472045 6061700480ZZ $98,496.00 1)PE45 538070 0609020 $98,496.00 1&2)P258 472045 7061700480ZZ $95,530.00 1)PE45 538070 0709020 $95.530.00 1&2)P228 472069 2062800480ZZ $269,495.00 1)PE69 538070 0209206 $458,563.00 2)P253 531350 606170048010 $120.00 3)P253 531200 606170048031 $25,192.50 2)P253 531350 606170048020 $120.00 3)P253 531200 606170048032 $50,385.00 2)P253 531350 606170048031 $450.00 3)P253 531200 606170048033 $8,397.50 2)P253 531200 606170048031 $25,193.00 3)P253 531200 606170048051 $12,540.00 2)P253 531350 606170048032 $900.00 3)P258 531200 706170048031 $25,054.80 2)P253 531200 606170048032 $50,385.00 3)P258 531200 706170048032 $50,109.60 2)P253 531350 606170048033 $150.00 3)P258 531200 706170048033 $8,351.60 2)P253 531200 606170048033 $8,398.00 3)P258 531200 706170048051 $9,538.00 2)P253 531200 606170048051 $12,540.00 3)P228 531200 206280048031 $62,374.50 2)P253 531350 606170048060 $120.00 3)P228 531200 206280048032 $124,749.00 2)P253 533010 606170048081 $120.00 3)P228 531200 206280048033 $20,791.50 2)P258 531350 706170048010 $150.00 3)P228 531200 206280048051 $24,321.00 2)P258 531350 706170048020 $150.00 2)P258 531350 706170048031 $562.50 2)P258 531200 706170048031 $25,055.00 2)P258 531350 706170048032 $1,125.00 2)P258 531200 706170048032 $50,110.00 2)P258 531350 706170048033 $187.50 2)P258 531200 706170048033 $8,352.00 2)P258 531200 706170048051 $9,538.00 2)P258 531350 706170048060 $150.00 2)P258 533010 706170048081 $150.00 2)P228 531350 206280048010 $5,700.00 2)P228 531350 206280048020 $8,283.00 Logname: 30BERKSHIRE480 Page 2 of 3 2)P228 531350 206280048031 $3,562.50 2)P228 531200 206280048031 $62,375.00 2)P228 531350 206280048032 $11,875.00 2)P228 531200 206280048032 $124,749.00 2)P228 531350 206280048033 $5,937.50 2)P228 531200 206280048033 $20,792.00 2)P228 531200 206280048051 $24,321.00 2)P228 531350 206280048060 $950.00 2)P228 533010 206280048081 $950.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Dena Johnson (7866) Logname: 30BERKSHIRE480 Page 3 of 3