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Contract 35499
ITY SECRETARY CITY OF FORT WORTH, TEXAS ;Of J F, �, .CT NO. Lblh STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and LopezGarcia Group, the "ENGINEER"), for a PROJECT generally described as: Storm Water Utility Project— Forest Park Parkview Storm Drain Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article II 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 CITY because of such suspension of services. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) V' ' Pagel of20151 ;, L� �, ORIGINAL 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 10/06/05) 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 10/06/05) 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 10/06105) Page 5 of 20 r 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 $100,000 each accident $500,000 disease - policy limit $100,000 disease - each 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 10/06/05) 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: VII 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. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions in writing. Q) 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 10/06/05) 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 1 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 CITY's facilities 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 10/06/05) 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 r 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 10/06/05) 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 that the 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 10/06/05) 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 are 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 ELocation Map I Executed this the _51 da of l 200 y 7 ATTEST: CITY OF FO T WORTH Marty Hendrix Marc A. O City Secretan y Assistant City Manager (2-=15 APPROVAL RECOMMENDED Contra t A thoriaation A. Douglas Rademaker, P.E. Dane Director, Engineering Department APPR ,D AS TO RM ND LEGALITY Assistant orney I onezGarcia Group ENGINEER ATTEST: By: , NAME: Douglas Mikeworth, P_E_ TITLE: Principal STANDARD ENGINEERING AGREEMENT(REV 10106/05) Page 15 of 20 ATTACHMENT "A" General Scope d des "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. In cases of conflict 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." GFNFRAI 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- tiesfimprovements. 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 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. STANDARD ENGINEERING AGREEMENT(REV 10/06/05) Page 16 of 20 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 10106105) 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 water/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 r 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. 24) 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-) PROFESSIONAL SERVICES: DRAINAGE STUDY FOR FUTURE IMPROVEMENTS AND REHABILITATION FOR THE FOREST PARK—PARKVIEW STORM DRAIN CITY PROJECT NO.00674 The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT"A". Work under this attachment includes the preparation of a drainage study for the project area described below and shown graphically in Attachment E: There is evidence that the existing 2 barrel — 8' X 7' concrete box Forest Park — Parkview Strom Drain is failing in the segment that extends southeast from the Trinity River across Parkview Drive and private property to Forest Park Boulevard. Refer to Attachments E-2, E-3 and E-4 for the location of the storm drain. This storm drain was constructed in segments, with most of the system constructed prior to the mid-1960s. The storm drain extends across the area of a former landfill. Unstable soils below the box culvert are the likely cause of the failing structure. In addition, the size of the existing 2 barrel — 8' X 7' concrete box storm drain is probably inadequate for the design discharges from the large upstream drainage basin (approximately 1024 acres). Since the time of the construction of these boxes, considerable development (and redevelopment) has occurred in the upstream drainage basin. The City has also updated its drainage design criteria to require that the storm drain/culvert be designed for Q100 discharges for ultimate development conditions. The scope of this study will include two major phases. The first phase will be the study of the upstream drainage basin (approximately 1024 acres) and determination of the Q100 design discharges to the upstream end of the existing 2 barrel — 8' X 7' box storm drain (and at other important points downstream along the storm drain to the Trinity River). The determination of design discharges at points upstream of the existing 2 barrel — 8' X 7' box storm drain (south of W. Vickery Boulevard) are not included in this study. The existing 2 barrel —8'X 7' box storm drain includes two segments. One segment begins at the Trinity River and extends across Parkview Drive, private property, Forest Park Boulevard, the West Freeway (Interstate 30) to a point on the south side of the freeway (shown as "Segment #1 on Attachment E-3). The other segment begins at a point near where the first segment ends and extends across a vacant lot and W. Vickery Boulevard to a point on the south side of the street (shown as "Segment #2 on Attachment E-3). The proposed realignment of the 2 barrel — 8'X 7' box storm drain within the right-of-way of Interstate 30 and Southwest Parkway (tollway) will be considered in the analysis. A unit hydrograph analysis utilizing the SCS Hydrologic Method will be used to determine the Q100 discharge (and other design storm discharges) for ultimate development conditions. The existing storm drain/culvert hydraulic capacity will be analyzed to determine its adequacy to carry EAM 01/19/07 P06069TFW Scope of Services(#1) the Q100 design discharge. The results will be verified by a HEC-RAS analysis of the storm drain/culvert. If additional boxes are required to enable the storm drain to convey the Q100 discharge, as expected, the number and size of additional boxes will be determined. The HEC-RAS analysis of the existing storm drain in the 1024 acre drainage basin is limited to the two segments of the existing 2 barrel — 8' X 7' box storm drain extending from the Trinity River to the south side of W. Vickery Boulevard. The second phase of the study will be to determine the cause of the failure of the section of the existing 2 barrel— 8' X 7' box storm drain and to make recommendations for its rehabilitation or replacement. A geotechnical engineer will be secured by subcontract to provide professional services to study the cause of the failing section and to make recommendations to prevent the problem from reoccurring. The geotechnical study will include soil borings at the site, laboratory testing and conclusions concerning the cause of the section of the failing storm drain. The study area for the geotechnical report is limited to the section of the 2 barrel — 8' X 7' box storm drain extending from the Trinity River to just south of the south curb of Forest Park Boulevard. The scope of the drainage and geotechnical study also includes proposing alternatives for rehabilitation and expansion of the existing 2 barrel — 8' x 7' box storm drain. The alternatives to be considered are limited to the section of the existing 2 barrel — 8' x 7' box storm drain extending from the Trinity River to just south of the south curb of Forest Park Boulevard. Three alternatives will be considered for rehabilitation of the failing concrete boxes. Alternatives to be considered for rehabilitation of the failing storm drain include: (1) removal of the —-- - - - - -poor----soil--under--the--failing-sect-ion-and--replacement of--the-failing--section-of-concr--ete - -- ----- boxes, (2) replacing the failing section with a special structural design for the boxes (possibly on piers) to bridge the poor soil area, or (3) relocation of the storm drain to Forest Park Blvd and Parkview Drive to clear the area crossing private property. The last alternative would avoid the area of poor soil, vacate the existing drainage easement and make the area more desirable for future redevelopment. Three alternatives will be considered for expanding the capacity of the existing storm drain. Alternatives for expanding the storm drain (adding additional boxes) include (1) installing additional parallel boxes next to the existing 2 barrel — 8' X 7' boxes, (2) locating the additional boxes in Forest Park Boulevard and Parkview Drive and (3) locating the entire storm drain in Forest Park Boulevard and Parkview Drive and vacating the existing drainage easement. For each alternative, the Engineer will prepare a preliminary plan and profile showing the approximate location for the storm drain. And for each alternative, the Engineer will include a preliminary opinion of construction cost for the Ciity's use in selection of the desired alternative for final design and construction. A drainage report will be prepared summarizing the results of the study including input/output data for hydrologic/hydraulic analysis, conclusions of the study, and recommendations for improvements, including cost opinions for the alternatives considered. The scope of this study will also include necessary site'surveying to provide basic data for the hydrologic/hydraulic analysis and preliminary design. The site survey will also locate the area of failing storm drain for use in the geotechnical study and for EA]-2 01/19/07 P06069.FW Scope of Services(#1) evaluation of the various alternatives for rehabilitating the storm drain. A surveyor will be secured by a subcontract to provide professional surveying services on this project. The Forest Park- Parkview Storm Drain is not located within a FEMA studied drainage basin. Therefore, the preparation of a LOMR or CLOMR is not included in this project. Preparation of a Floodplain Development Permit is not included in this project. If the drainage study indicates that expansion of the Forest Park - Parkview Storm Drain is needed, the Permit will be prepared later with the final design of the improvements for the selected alternative. Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A- Data Acquisition,Collection and Inventory The data collected for this project includes existing information possessed by the CITY in the form of studies, maps, construction plans, and digital files as well as information generated in the field specifically for this project. 1. Data Collection a. Obtain available topographic maps, zoning maps, land use maps, and thoroughfare plans within the study limits from CITY. b. Obtain "As-Built" plans for existing bridges, culverts, paving, grading and drainage construction within the study limits from CITY. c. Obtain• digital copies of latest versions of digital aerial topographic and photographic data from CITY. d. If necessary for the project obtain effective LOMR and all documentation, including hydrologic and hydraulic models, from CITY for area immediately upstream of this project area. If information is unavailable from CITY, ENGINEER will request information from FEMA. e. Coordinate with TXDOT and NTTA to obtain construction plans for proposed improvements for the West Freeway (IH-30) and Southwest Parkway interchange immediately to the south. 2. Field Work a. Perform two (2) engineering site visits to verify the study limits, delineate sub watershed boundaries, and identify hydraulic parameters including condition of pipe and pipe outfalis, and potential structural improvement locations. b. Field surveys will be obtained as necessary for the project, including cross- sections as appropriate. If necessary, engineer will notify residents via mail outs to be approved by city. The mail out shall be on company letter head and shall include the project name, limits, DOE project no., brief description of project, the consultant's project manager and phone no. EAI-3 O1/19/07 P06069.FW Scope of Services(#1) PART B- Hydrologic Analysis This scope includes the tasks necessary to develop hydrologic models of the study areas. Study discharges will be obtained for a range of return events, assuming fully-developed watershed conditions. Hydrologic Analysis a. Prepare a drainage area map using an appropriate scale from available contour maps. b. Delineate sub-watersheds as necessary to analyze existing drainage patterns within the 1024 acre study area, as well as to identify and define proposed Improvements along the existing 2 barrel — 8' X 7' box storm drain from the Trinity River to south of W.Vickery Boulevard. c. Obtain hydrologic parameters for each sub watershed including precipitation data, time of concentration, and land use category. d. Create a fully developed hydrologic condition land use map based on aerial photography and the City's land use/zoning maps. PART C- Hydraulic Analysis This scope includes the tasks necessary to size drainage facilities based on fully developed watershed discharges, consistent with criteria in the City of Fort Worth Storm Water -------- -Management-Design--Manuals March 2006-edition:- - -------------- 1. E)dsting Conditions Analysis a. Perform initial hydraulic calculations based on site visits, previous documentation and information OWNER has obtained from residents to confirm location of existing drainage concerns and operation of existing storm drainage facilities, if any. 2. Recommended Improvements a. Develop a hydraulic model of closed system improvements for the study area. The City's two-foot topographic data will be used to generate elevations for the system. The proposed improvements will include sizing and locating inlets, leads, laterals and storm sewer mains to convey design discharges to desired outfall locations. b. Three (3) improvement options will be developed for rehabilitation of the failing portion of the existing 2 barrel — 8' X 7' box storm drain based on coordination with City Staff. Also, three (3) improvement options will be developed for expanding the capacity of the existing 2 barrel — 8' X 7' box storm drain (adding additional barrels) based on coordination with City Staff. Conceptual cost opinions will be generated for each option to assist in selection of improvement option. One improvement option will be selected EA1-4 O1/19/07 P06069.FW Scope of Services(#1) for final modeling. Recommended improvements may include water quality considerations to limit sediment transport through proposed improvements. c. Provide CITY with results of analysis in both digital and hard copy format. Up to three (3) concept and preliminary revision sets will be prepared for OWNER review and comment in preparation of final exhibits, report and documents. Opinions of Probable Construction Cost will be provided for the selected recommended improvement option. This scope includes coordination and communication procedures to be implemented between OWNER and ENGINEER in completion of this project. PART D—Project Management 1. Project Coordination a. Conduct up to four (4) project status meetings with CITY. Meeting shall be used to update CITY as to status of project and to determine CITY preference of recommended improvement option. b. Conduct up to two (2) site visits to project site with CITY, upon CITY request. c. In coordination with CITY, conduct one (1) public involvement meeting to supply project information, goals and schedule to the surrounding residential community. ENGINEER will prepare up to two (2) graphical exhibits for use in public presentations. d. Prepare monthly updates for CITY identifying work that was accomplished, what items are pending, and outstanding issues that need immediate attention. 2. Report Prepare written concept, preliminary, and final reports detailing the assumptions made in the study, the results of the investigations and the opinions of probable cost for recommended improvements. The reports will contain results of computer models created in support of the study in both digital and hard copy format. EAI-s O1/19/07 P06069.FW Scope of Services(#I) ATTACHMENT"B" COMPENSATION AND SCHEDULE Drainage Study For Future Improvements And Rehabilitation For The Forest Park-Parkvlew Storm Drain City Project No.00674 I. Compensation A. The Engineer shall be compensated a total lump sum fee of $113,605 as summarized in Exhibit "B-3" Payment of the total lump sum fee shall be considered full compensation for the services described in Attachment "A" and Exhibit "A-1" for all labor materials, supplies, and equipment necessary to complete the project. All permitting, application and similar project fees will be paid directly by the City. B. The Engineer shall be paid monthly payments as described in Exhibit "B-1" Section 1 - Method of Payment. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. II. Schedule(Working Days)—Refer to Attachment D for the complete schedule. A---------A-concept--report-shall-be-submitted-within-130-working-days-after-the-"Notice--to-- - ----- Proceed° letter is issued.(includes 20 working days for City review). B. A preliminary report shall be submitted within 25 working days after approval of the concept report (includes 10 working days for City review). C. A final report shall be submitted within 25 working days after approval of the preliminary report(includes 10 working days for City review). Attachment B(91).doc P06069.FW 04/13/07 B - 1 EXHIBIT"B-1" (SUPPLEMENT TO ATTACHMENT"B") METHOD OF PAYMENT Drainage Study For Future Improvements And Rehabilitation For The Forest Park-Parkview Storm Drain CITY PROJECT NO.00674 I. Method of Payment Partial payment shall be made to the Engineer monthly upon City's approval of an invoice from the ENGINEER outlining the estimated current percent complete of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Until delivery of the concept report, a sum not to exceed 30 percent of the total lump sum fee. Until delivery of the preliminary report, a sum not to exceed 60 percent of the total lump sum fee. Until delivery of the final report, a sum not to exceed 90 percent of the total lump sum fee. The balance of the fee, less previous payments, shall be payable after approval of the final report by the City. II. Progress Reports A. The Engineer shall submit to the designated representative of the Director of the Department of Engineering monthly progress reports covering all phases of the study in the format required by the City. Exhibit B-1(#1).doc P06069_FW 04/15/07 131 - 1 EXHIBIT "B-2" HOURLY RATE SCHEDULE (SUPPLEMENT TO ATTACHMENT"B") Drainage Study For Future Improvements And Rehabilitation For The Forest Park-Parkview Storm Drain PROJECT No.00674 LOPEZGARCIA GROUP Standard Rate Schedule (Effective 512006-4/2007r Labor Category Rate Princi al $165.00 ro'ect Manager $155.0 Senior Civil Engineer $135.0 ivil Engineer $115.0 ivil Engineer-In-Training $75.001 ivil Designer $85.00 ADD Technician $65.001 Senior Electrical Engineer $145.0 Electrical Engineer $115.0 Electrical Engineer-In-Traininq $90.0 Electrical Designer $80.00 Senior Mechanical Engineer $135.0 Mechanical Engineer $115.0 Mechanical Engineer-In-Training $75.0 - -- Plumbin -Desi q ner------------- -- --- - _-- -----—$80:00- -- Senior Environmental Engineer $135.0 Environmental Engineer $115.0 Environmental Engineer-In-Training $75.001 Senior Structural Engineer $135.001 Structural Engineer $115.001 Structural Engineer-In-Training $75.001 Senior Planner $140.001 Planner $115.00 Junior Planner $70.001 Senior Environmental Scientist $120.001 Environmental Scientist $85.0 Junior Environmental Scientist $60.0 Environmental Field Technician $55.001 Principal Investigator Cultural Resources $90.0 Project Archaeologist $65.0 Archaeological Technician III $55.0 Senior GIS $115.0 Junior GIS $65.0 Senior Clerical/Project Administrator $65.001 Junior Clerical/Project Administrator $55.001 Surveyor-RPLS $130.0 Surveyor-LSIT $85.0 Survey Technician $75.0 Person Survey Crew $115.0 3-Person Survey Crew $135.0 -Person Survey Crew $170.0 -Person Survey Crew(GPS Equipment) $150.00 3-Person Survey Crew(GPS Equipment) $175.00 Fame s-z(#11doc POW69TW oa1ao7 B2 - 1 EXHIBIT 1613-2" HOURLY RATE SCHEDULE -Person Survey Crew(GPS Equipment) $210.00 -Person Survey Crew OSHA Trained $140.00 3-Person Survey Crew OSHA Trained $165.00 Construction Manager $110.00 Resident Engineer $105.00 Senior Construction Inspector $85.0 Construction Inspector $70.00 Reimbursable expenses will be billed at cost plus 10%. "Rates subject to 5%annual escalation. E)"Wt 2(01).dw P00009.FW (Wl&07 B2-2 LOPEZ GARC [ A G R O U P EXHIBIT"B-3" (SUPPLEMENT TO ATTACHMENT B) SUMMARY OF DESIGN FEES Drainage Study For Future Improvements And Rehabilitation For The Forest Park—Parkview Storm Drain City Project No.00674 April 13,2007 Ms. Dena Johnson, P.E. Engineering Manager Engineering Department Consultant Services Division City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102-6311 (817)392-7866 Reference: Drainage Study For Future Improvements And Rehabilitation For The Forest Park—Parkview Storm Drain City Project No.00674 Dear Ms. Johnson: We appreciate the opportunity to present this proposal and fee schedule for your consideration. Attached please find exhibits summarizing the scope of the above referenced drainage study, the schedule for completion of the study, and showing the location of the study. We propose to complete the proposed work in accordance with the following fee schedule: 1. Basic Engineering Fee Basic Engineering Fee(Drainage Study and Report) _ $ 71,600,00 10% Sub-Consultant Fee for Geotechnical Study and Report= (0.1 x$7,800.00) _ $ 780.00 10%Sub-Consultant Fee for Topographic Survey _ (0.1 x$23,000.00) _ $ 2,300.00 Total Basic Engineering = $ 74,680.00 6chbil B3(#1).doc P06069.FW 04/13107 B3-1 Iggroup.com Water Gardens Place,100 East 15th Street,Suite 200,Fort Worth,Texas,76102 (817)390-1000 (817)882-9462 Fax L O P E Z G A R C I A G R O U P Exhibit B-3 Ms.Dena Johnson,P.E. March 27,2007 Page Two MNVBE Scope of Services Total Fee MNVBE Percentage Drainage Study&Report $71,600.00 $0.00 0.00% Geotechnical Study&Report $7,800.00 $1,500.00 19.23% Topographic Survey $23,000.00 $23,000.00 100.00% Reproduction $625.00 $0.00 0.00% Attend Meetings with City staff, site visits with City staff, public involvement meeting and exhibits, monthly progress reports and monthly MWBE reports, $7,500.00 $0.00 0.00% Subconsultant Fee(10%) $3,080.00 $0.00 0.00% Total $113,605.00 $24,500.00 21.57% Proposed MNVBE %of Consultants Services Fees Total Fee GM Enterprises(DBE) Drilling Services for $1,600.00 1.32% Geotechnical Study And Report ARS Engineers, Inc. Topographic Survey $23,000.00 20.25% TOTAL $24,500.00 21.57% F)Mbd B-IM)ADC P06W.FW 0411=7 63-2 L O R E Z G A R C I A G R O U P Exhibit B-3 Ms.Dena Johnson,P.E. March 27,2007 Page Three Basic Engineering—Drainage Study And Report $ 71,600.00 Geotechnical Study And Report $ 7,800.00 Topographic Survey $ 23,000.00 Reproduction: 3 Sets of Conceptual Reports=(3 Sets)($0.15/Sheet)(250 Shts./Set) $ 112.50 3 Sets of Preliminary Reports=(3 Sets)($0.15/Sheet)(250 Shts./Set) $ 112.50 3 Sets of Pre-Final Reports=(3 Sets)($0.15/Sheet)(250 Shts./Set) $ 112.50 5 Sets of Final Reports=(5 Sets)($0.15/Sheet)(250 Shts./Set) $ 187.50 Mounted Exhibit for Public Meeting=(2 Exhibits)($50.00) $ 100.00 Subtotal $ 625.00 Attend Meetings with City staff, Site Visits with City staff,Attend Public Involvement Meeting, Monthly Progress Reports, and Monthly MWBE Reports $ 7,500.00 Subconsultant's Fee(10%) $ 3,080.00 TOTAL $ 113,605.00 We will be using ARS Engineers, Inc. (a MWBE)for surveying services and CTLfThompson Texas, LLC, f6F geotechnical services-o-h this pr-ojei df -Sub;consultant GM-Enterprises(a DBE)will be providing drilling services for CTL/Thompson Texas, LLC, for their use in preparing the geotechnical report. The total MNVBE Participation for this project is 21.57%. If you have any questions or require additional information, please give me a call. Sincerely, TLOPGARCIA GROUP Douglas C. Mikeworth, P.E. Principal, Municipal/Site Development Manager DMT:td Exhibit B-3(01)ACC P06M.FW 04/13/07 63-3 ' 1 EXHIBIT"B-3A" (Supplement to Attachment B) SUMMARY OF TOTAL PROJECT FEES Drainage Study For Future Improvements And Rehabilitation For The Forest Park-Parkview Storm Drain CITY PROJECT NO.00674 Consulting Firm Prime Responsibility Amount % Prime Consultant: Amount 72.89% LOPEZGARCIA Drainage Study and GROUP Report $82,805.00 72.89% Proposed M/WBE Sub-Consultants Amount 21.57% ARS Engineers, Inc. Surveying $23,000.00 20.25% GM Enterprises Drilling Services for Soil Borings $1,500.00 1.32% Non-MI BE Consultants: Amount 5.55% CTLIThompson Geotechnical Testing, Texas, LLC Study and Report $6,300.00 5.55% Project Description Scope of Services Total Fee MWBE Fee Percent Drainage Study For Drainage Study And $113,605 $24,500 21.57% Future Improvements Report, Geotechnical And Rehabilitation For Testing And Report, The Forest Park— And Surveying Parkview Storm Drain Exhibits 83-A(#1).doc P06069.FW 04/13/07 63A- 1 EXHIBIT"B-313" (SUPPLEMENT TO ATTACHMENT B) PROFESSIONAL SERVICES FEE SUMMARY Drainage Study for Future Improvements and Rehabilitation For The Forest Park-Parkview Storm Drain City Project No. 00674 BASIC ENGINEERING DESIGN FEE Fee Engineering Services $ 74,680.00 BASIC SERVICES TOTAL $ 74,680.00 Fee Surveying Services $ 23,000.00 ADDITIONAL SERVICES TOTAL $ 38,925.00 BASIC ENGINEERING SERVICES 1. Field visits, records research, prepare drainage maps, delineate drainage areas, use Rational method to compute design discharges $ 25,200.00 2. Using the HEC-RAS program, evaluate the capacity of existing storm drain, prepare preliminary plans for alternatives for improvements, prepare cost opinions for alternatives $ 25,300.00 3. Prepare drainage study report, QA/QC check of report $ 21,100.00 4. Subconsultant Fee $ 3,080.00 TOTAL = $ 74,680.00 Exhibits B3-B(#1).*c P06069.FW 04/13/07 13313 - 1 EXHIBIT"B-313" (SUPPLEMENT TO ATTACHMENT B) PROFESSIONAL SERVICES FEE SUMMARY Drainage Study for Future Improvements and Rehabilitation For The Forest Park-Parkview Storm Drain City Project No.00674 A. SUMMARY OF TOTAL FEE Fee Engineering Services $ 74,680.00 Additional Engineering Services $ 15,925.00 Engineering Subtotal $ 90,605.00 Surveying Services $ 23,000.00 PROJECT TOTAL $ 113,605.00 B. BREAKDOWN OF ENGINEERING FEE (LESS SURVEY FEE) - - --- -"-"" ""- -- :- otal-Fee(Less un7ey ee - yea-own _y.. oncep-t— re iminary an - ina - eport - a. Concept(30%) = (Engineering Subtotal)X (0.3) _ $ 27,181.50 b. Preliminary (60%) = (Engineering Subtotal)X (0.6) _ $ 54,363.00 c. Final (90%) = (Engineering Subtotal)X (0.1) _ $ 9,060.50 TOTAL $ 90,605.00 Exhibits B3-B(#1).doc P06069.FW 04/13/07 13313 - 2 EXHIBIT 65134C" (SUPPLEMENT TO ATTACHMENT B) FEES FOR SURVEYING SERVICES Drainage Study for Future Improvements and Rehabilitation For The Forest Park-Parkview Storm Drain City Project No.00674 SURVEYING SERVICES Fee Survey $ 23,000.00 Survey Total $ 23,000.00 SURVEYING SERVICES 1. Ground Surface Survey-Establish horizontal control, establish vertical control, tie existing culvert headwalls -----at-TFlnity-River-and-other-ends,suwey-100'wide-strip-------------------------- along centerline of culvert from River to westbound exit ramp of freeway, deed and utility research, $ 12, 000.00 2. Sub-surface Survey- Determine the centerline of both boxes of culvert from Trinity River to westbound exit ramp of freeway, determine flowlines of culvert boxes at 50' intervals, locate areas where structural failure of the culvert is occurring $ 11, 000.00 TOTAL = $ 23, 000.00 Exhibits B3-C(#1).doc POBM.FW 0411=7 B3C- 1 EXHIBIT"B-313" (SUPPLEMENT TO ATTACHMENT B) ADDITIONAL SERVICES Drainage Study for Future Improvements and Rehabilitation For The Forest Park-Parkview Storm Drain City Project No.00674 PRINTING COSTS Description Quantity Total Cost Concept Report 3 reports @ $ 112.50 $37.50/re ort Preliminary Report 3 reports @ $ 112.50 $37.50/re ort Exhibits for Neighborhood Meeting 2 each @ $ 100.00 $50.00/each Pre-Final Report 3 reports @ $ 112.50 $37.50/re ort ------- --------Final-Report— ----- ---- ---- 5 reports @ ----- $37.50/re ort Total Cost $ 625.00 Exhiblla W-D 0")•doc P06068.FW 041i=7 B3D- 1 4 i EXHIBIT"P-3E" BREAKDOWN OF PROJECTED TASKS AND LABOR HOURS CITY OF FORT WORTH ENGINEERING Drainage Study For Future Imp Ivements And Rehabilitation For The Forest Park-Pal riMew Storm Drain i City Protect No.00674 f Tasks/0allverables Pf1 PM PE GE CT IRS 2M SM Clor TOTAL LGGROUP Hn, Mrs Hra Hrs Hrs Hn Hrs Hra Hrs LGG Hra TOTAL FEE I 1,STUDY OF UPSTREAM DRAINAGE AREA AND DETERMINE 0100 DISCHARGE(1024 ACRES) j 1.Design Survey Verification(survey by others) 2 2 $ 250 I 2.Field Work(2 visits per City contract•Supplement to Attachment A) (1)Site visit to verily drainage area 6 8 S 750 (2)Site visit to storm drain site to verify area where structure Is falling(project manager and structural engr.) 4 4 6 S 1,120 (3)Other visits In excess of City specified for miscollanous reasons during design(assume 2) a 8 16 $ 2,240 Subtotal(Sections 1.A 2.)e S 4,400 3.Record Plans Research I (1)Research of City for record plans of storm drain system In approx.1024 acre drainage basin 8 8 S So0 (2)Research property Information at Tarrant Appraisal District 4 4 i 300 (3)Research utility Information for Forest Park al.and Parkvlew Dr.(for new parallel st.drein)(mall letters) i 8 a S Soo (4)Research at City of current zoning of property In upstream drainage basin 4 4 i 300 (5)Research at City of availability of City's GIS data and Contour map or electronic Alas 2 2 i 2511 Subtotal(Sections 3.)- s 2,100 4,Processing dale end determining 0100 discharge(anti other design discharges) (1)Prepare alecbonk base Me with contour and GIS data attached(exist.at.drain system) 4 4 S 500 (2)Verify(and update,If necessay)base map showing exist.st.dralns and channels 1 8 B $ I'm (3)Review drainage maps from plans and current contour map data to delineate upstream drainage areas I 2 12 14 S 1.510 (4)Delineate areas of different CN values for use SCS hydrograph method of determining design discharges 8 18 24 68 S 5,040 (5)Using data,compute to and compute peak discharge for tlesign storms I 10 18 26 i 3,550 (5)Generale Storm Hydrograph 20 24 44 s 5.100 (7)Summarize all design discharges to be used in the anaylsis of the rapacity orthe existing box i 4 4 i Soo Subtotal(Section 4J i 18,700 Subtotal art I.)a i 25,200 U."TH 0700 DISCHARGE,SUE THE STORM DRAIN AND EVALUATE ALTERNATIVES FOR EXPANSION S.Analyze the capacity of the existing storm drain to convey the 0100 design disaharges (1)Prepare a prelim.proNe along the future alignment of storm drain(across private property&In streets) 8 8 i 7,000 (2)Using design discharges,use Hoestad culvert program to roughly size the required size of culvert I 6 8 14 S 1,830 (3)Use HEC•RAS'program to verify the size of required culvert(Input data and run trials) j 20 24 44 s 6,100 j Subtotal(Section 5.)= S 0,000 6.Analyze geolechnical report and develop structural alternatives for rapelring or replacing falling conc.boxes (1)Prepare design for repairing boxes(f possible),Including geld observations 12 12 S 1'600 (2)Prepare design for replacing boxes with spectol design on piers 12 12 6 1,500 (3)Prepare design for replacing boxes with another special design with bald soil removed 12 12 $ 1,500 (4)Prepared design details for using In preparing cost opinions of alternatives 28 28 i 2,100 Subtotal(Section 6,)= $ 6,600 7.Prepare Preliminary Plans forAllemilves For Repeinng/ReplacinglExperxling The Ex St.Drain(4 Cast Opinions) (1)Prepare preliminary pianlprofile of alternative 01(new loxes constructed next to exist.boxes) 2 20 22 S 1,750 (2)Prepare preliminary plan/profile of alternative ill(replace exist.boxes,new boxes In strael)(two profiles) 4 40 44 S 3,500 (3)Prepare preliminary plan/profile of alternative 03 polally new storm drain in slreet) 2 20 22 S 1,750 (4)Prepare preliminary cost opinions for each alternative considered I 12 18 ubt 28 S 2,700 Sotal(Section 7.)= i 8,700 8ubtataf(Par!g,)� i 25,300 I II I P06069.FW Exhibit B-3E(lit) Page 1 of 3 041131D7 i Taske/Oallwnbles PR PM PE OE CT RS 2M 3M CAW TOTAL LOGROUP His Fbs Hrs Hn Hre Hr. Hra His Hm LOG Mrs TOTAL PEE III.PREPARE DRAINAGE STUDY REPORT(INC.U.HYDROL,HYDRAUL,STRUCTURAL S RECOMMEND4 0.VWKG report (1)Stm rierKe bydralogy,bichi ttp dodriage map.row data for arWysls,computer output,W- 16 12 5 2 35 i 4,4a$ (2)Summoft hydraulics,Including HEC-RAS deft tuna,boekmw po1Ns.oompuler 0904 at- is 12 S 2 35 i 4.40.5 (3)Sumrrrhe pealedWeel report and structural anayee with recommendation 12 10 2 24 i 3,240 (4)Bumarbe ocal opinions far verlors alternatives 1 8 S 5 2 17 8 1,805 (6)sumaree ills oonoluslona of the report end reaamnsndations 1s 12 2 30 i 4.110 subtotal(part ll.)- i 16,200 N.OA/OC REVIEW OF REPORT I O.OaAC Rsvl Rspod ' i (1)OAOC Check Mek of Conceptual Report(30%submittal) 3 2 5 805 (I)OA/OC Check of preliminary Repnrl(80%SubmltIo 13 2 5 i e0S (3)OAIOC Chedt of Pins)Reptat(00%SUWWBg 44 2 4 i 540 (4)OAA]C Cheek Final Report after City's teat review(100%Submme0 j 2 2 4 i 640 Subtotal(Part rV.)- S 2,800 H.ure Subtotal {0 152 253 187 10 612 i 71.510 I Subtoft arts I,it,III S 71,600 i V.LGOROUP 10%BUBCONSULTANT FEE 1.Fee for OeMachnical Nrvaadpalbn end Report(by CTU Thompson Tawas,LLC) DAD(i7800.00)4780.00 a 750 2.Fee for Tepognhlo Surveyor Ps.SI_Dn01(dy ARS Engineers,kr-)-0.10CM.000.00N821100.00 i 2,300 i I iota art ,Oa0 +3-9 �rlf�r �' �"��� 3� don 7 y 2 t r "� � g yu��� � � `r; `T� s. •? �IIr,TOPOGR�if�oi5b 1�=S71N !(BY , Y - 'r =`� {. RV ,f0 DY AR81;1( EERs1Cf'�`��y wti 'r. C• u.f. -3' 4 "ff ' Y--,..�'(o geld':liiA�Y�a'k(su0y�afolt+�diafn`e)�1`r/(abB anr),�Ya'}r]bto:�iltrllN �I)I' i6 tlh Ro.�,'., 2.,OOd, h"• ;IK: '�1�.t.4.bon rtg. uru( 1 �31`rr ..#trw t;sr•F4�x.A.,rir:.�f.,{-'Ci�Jrr>ra':., .,,'GE.3�.�;,:titSiSFid+,.R�{'f7hsU'1f,A'a).,=,it;r?.._ •..'4�57?.9r?w:i�' 1'�Y� ..+Bf � ... tfi�i7�'^�s r�'�.'t9%At "3ri."�o`,lSIr;HR. «"g7;;&7°sir7)�GkR$P__... .a9Rx .{n«ry"�'.N,�37 i iA'�':R27:._ ova` ''� r A`7rT(B nniloli�soNsr °{h° C: y C OF07ECM%�lCALSTUGY NO REPO �:'L� ( LG S'�r �'� � '„lR.�cgO"teo(ink`afYepo�a�.,neiie"iC'd0ommenil.�ona�io"risky}c(wYll:�sl0notfet/InB"s'sa'cYr!«t'bt�oxa ,,r,.�-'3�' .>•" _ .ii';:?,��_._.� '`,��� ...` et,+�?. �.:L�'e§�,)MG-... �,�c+-?�c`:41�';b�s4�:>^-67��� �'•S�1'l;s '7="x b45>....;v s,+,,...rc,o7rf:^m •t+.+.:-?-'5Z;cct�:*-fi7+.»'+2FSYStY4fii�'S`�}x>:znk�n'si-�,"-"''yf�?'a-^+,:p.:Sixs*T.-.t e,: ?ru^''+*.'7n`,:f�:F`+U4tr:�:�R?�3Y?;�>'`Y�i7:!:ti.! i r!+ ,;.R:r:'�R"e,' S!ii?.c:: F VOL REPRODUCTON 1.PNd Conceptual Report,Preliminary Report,Preflnal Report,and Find Report after revldons per City commends 3 or a SseeulantlW O 250 sheelalad®$0.1slaMal $526.00 i 525 2.Mounted Exhibits for Public Involvement Meeting-(2 Edrlblfs)(1150.00)-$100.00 i 100 u ote art 1. 826 i UL PROJECT COORDINATION WITH CITY 1.Conduct far(4)prefect status meetings with City(assume 2 hmJmeet-(Z)(4)-8 hre4 2 2 4 i sea 2.Conduct two(2)Wells to the pr*d site vAth the City(assume 2 twelmeol a(2)(2)-4 hre4 2 2 4 i 5B0 3.Conduct one(1)public Invotvamem meeting(assume 2 brelmooL=(1)(2)-2 hra.) I 2 2 4 8 a 820 4.Prepare monthy progress reports(Assume 2 hrsJnport and t0 months of reports) 20 20 i 7,100 S.Prepare two(2)eddblu for public meeting(assume 4 hre./oxhiblg f 12 12 i 000 e.Prepare monthly MWBE payment reports(Assume 1 hraJreport and 10 months of reports) 10 10 5 1,650 i Hours Sublatel 3e 0 12 4 58 6 7,480 1 Su oft Part 7.600 i Hours Ton 10 lag 259 its 14 670 Ta,00o TOTAL - OP GARG O P EES I a2A t�TOTALiG.. ^•A Di "13 C 9 �FE '4=t::5?-it�a,?`/,Ton .s?`.r�'ia7a5:°.'�'-.w-.: =Till7?as2Ytd 83'.'k'0.'t .lid+%.Vd0.nL�E:(1tE7,.;:;VIM?ftk1�YN:$ ".Qa'"+'^(.airN"n`.k'nL� a,F..L9.t':.'flA�",sg.'.i?" ` b`r",`-i:stl!in"it:'.m!;*,e`�'}.Hille. ??:'!1.'3p' I TOTAL-ENGINEERING FEEI 1 6 I I i I POS069.FW Exhlbll B3E(01) Page 2 of 3 04/1W i! I f Job Categories Coda BMing Hrs Total 4 Rate Prbrdpd PR i 165.00 10 i 1.050 ProjetA Manager PM i ,83.00 166 6 29,140 Prolaol Engkmr PE i 125.00 259 i 32,i705 Gradusle Englnoer OE i 75.09 199 6 14.925 CADD.Taolmklan CT 6 00.00 4 RPL.O I RG S 130.00 S 24Wan Survey Crew 2M b 118.00 i .11 Garvey Crew SM b 106.00 i cbrkal Cler b 65.00 14 b 910 TOTAL LABOR 479 i 79,000 TOTAL FEE $ 79,00 MINBEIDBE PERCENTAGE(%)OF TOTAL FEE TOTAL LABO i (1)ARS ENGINEERS,W—CONTRACT FEE• 423,000.06 (2)CTLTdGMPBON TO",LLO(DBE OM ENMPRMU)CWMr.T FEE a 41,690,1 TOTAL MWBEIDBE FEE i24,b00Jl� TOTAL ENGINEERING FEE• i,10,808.� PERCENTAGE OF TOTAL FEE 21Ji7!G I If1 I t i I 1 I i ! ExMblt B 3E Mt P0608B.FW ) Page a or 3 04M=7 I ATTACHMENT C CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND ATTACHMENT A Drainage Study for Future Improvements And Rehabilitation For The Forest Park—Parkview Storm Drain City Project No. 00674 NONE Attachment C(tt1).doc P05059.FW 04/13107 C-1 ■iLl®m■mm�©OBE®m[�®mF3i©Q7ff1�i1�®©mI�®mF�©m®m®Om®m©mffi�® Wine "•' ■■■■■■■■■■■■■MMMMMMEMEM■■■■■■■■■■■M■■M■■■■■■ = ©ummom■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ AM MIL ©rg%MMMMMMMMMM■■■MEOMMOMME■■MM■M■■M■MEM■■E■■■ •,. _ IMMINE, ■■■■■■■■■■■MMMM■MMMMME■■MM■■E■M■■■■M■■■■■■ ■■■■■■■■■EMMMM■MMEMEMM■EM■EM■MMEEMMMMM■ ; .. _ . : ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MM■EEM■■M■■■ ',■ ■■■■■■■■■■EMMMMM■M■EMMMMMME■MMMEM■■MM■■ �E■■■■ ■■M■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■ MWEEMMMEMEM ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■m■■■■■■■■■■■ ■■■E■■■EM■■M■M■■■■■■MMMMMME■ • I■■■■■■■■■■■■■■EM ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■MME■■M■■M■M■■MMMMM■E■■� ■■■■■■■■■■■■■■■■■■■■■ ■E■■■■■■■■■■■■■■■■■■, ■■■■■■■■■■■■■■■■■■■■■■■©► '■■■■■■■■■■■■■■■■� :. .. _ ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■MMEMMM■■MEMEMME■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■EM■MEMME■EEM■■ ■■■■■■■■■■■■■■■E■MEMME■■■■■■■ _. ■■■■■■OEEMME■ ■■■■■■■■■■■■■■■■EME■MMEMMEMEMMMMEMEMMMEME■■■' • ■■MMMEMM■MM■M■MM■MMME■■■■E■■E■■■■ ■EMEMMEM■: ■■■■■■■■■■M■■■■■■■■■■■■O■■M■M■■EEm■ ■MEMO■■■I - iMEMM■MMEMMMEMEEMEMMM■MMEE■■■ME■M■■■©( MOM■ MEMMEMM■■MME■■MMEMMMMME■IE■MMMMMMMMMEMMEMMMM■ ■■■■■■M■EMM■■■■■■■■■MME■M■■EEME■ME■EMM■M■E■■ IMME mo■■mmommmmmmmommmmummmMEMMEMMMEEMEEMEMEMENOM� ■■■■■MEMMMM■MEEMM■E■■MMEM■EMMOMEMEEEEMME■EME I,■EEO■O■■■■■■■■■■■■■■■■■■■■■EE■EE■■■EE■■■E■■■i ■■■■EEO■■■ME■EE■■MEE■■E■E■■■■■■■EE■■■■EEE■■M: ATTACHMENT"D-1" PROJECT SCHEDULE CITY OF FORT WORTH ENGINEERING Drainage Study For Future Improvements And Rehabilitation For The Forest Park-Parkvlew Storm Drain City Project No.00674 SCHEDULE City of Fort worth PROJECTED ACTUAL ID Task Namo Duration Start I Finish Duration Start Finish L CONCEPT REPORT 130 days Mon 05107107 Fri 11102/07 da 1. Notice-to-Proceed 0 days Mon 05107107 Mon 05107/07 days 2. KJck Off Meeting 0 des Mon 06107/07 Mon 05107/07 days 3. Topographic Survey 10 days) 0 days Mon 06107107 Fri 05/18107 da a 4. Gootechnical Testing and Report 26 days) 0 days Mon 06/07107 Fri 06108107 days 5. Data Collection from CI 5 days Mon 05107107 Fri 05111/07 days S. H drolo is Analysis 20 days I Mon 06114107 Fri 06/08107 days 7. Setup Hydraulic Models 20 days Mon 06111/07 Pri 07/06107 da B. Develop Improvement Scenarios 26 days Mon OTIOSMT Fri 08110107 da 9. City Review 10 days Mon O0113107 Fri 08/24107 da a 10. Final Models 15 da a Mon 0=7107 Fri 09/14/07 days 11. Cost Opinions 10 days Mon 09/17107 Fri 09128107 days 12. Prepare 30%Concept Report 15 days Mon 10101W Fri 10il OR17 daysl 13. lConceptual Report Submittal to DOE 0 days Fri 10/19107 Fri 10119/07 days 14. Icily Review of Conceptual Report 10 days Mon 10122107 Fri 11102107 days 0. PRELIMINARY REPORT 25 days Mon 11/06/07 Fri 12/07200 days 15. Neighborhood Meeting 0 days Wed 11107/07 Wed 11107/07 da a 10. Address DOE/Citlzen Comments 5 days Man 11105/07 Fri 11109/07 days 17. Prepare 60%Prsilminary Report 10 da a Mon 1 Ill 2107 Fri 11123/07 d 18. Preliminary Report Submittal to DOE 0 days Fri 11/23107 Fri 11/23/07 days 19. City Review of Preliminary Report 10 days Mon 1112aMT Fri 12107107 days III. FINAL REPORT 26 days Mon 12110/07 Fri 01/11108 days 20. Incorporate DOE Comments 6 days Mon 12MOIDT Fri 12114/07 days 21. Prepare 100%Final Report 5 days Mon 12M7107 Fri 12121/07 da 22. Final Report Submittal to DOE 0 days Fri 12121107 Fri 12/21/07 days 23. City Review of Final Report 10 days Mon 12/24/07 Fri 01/04108 days 24. Incorporate DOE Comments 5 days Mon 01107108 Fri 01/11/08 days 25. Resubmit Revised Final Report to DOE 0 days Fri 01/11/09 Fri 01111/08 days Pmmr.Pw �e.ma.ti o-+ml a• 131-1 anam ATTACHMENT E-1 LOCATION MAP Drainage Study For Future Improvements And Rehabilitation For The Forest Park—Parkview Storm Drain City Project No. 00674 Attached are pages showing the location for the drainage study for future improvements and rehabilitation for the Forest Park—Parkview Storm Drain. The pages are numbered E-2 to E-4 and are as follows: E-2. Project Site Map E-3. Detailed map showing the section of the Forest Park—Parkview storm drain to be studied for improvements and rehabilitation. (Mapsco Page 76F) E-4 Map showing the approximate drainage basin to be studied. (Mapsco Page 76F) Attachment E(V1).doc P06069YW 04/13/07 E-1 CITY OF FORT WORTH a j ..a t .vn r. FOREST PARK BLVD. - PARKVIEW DRIVE --------- -- STORM DRAIN ---- - - - - �__�--="-s- - -- N- --- - - COUNCIL DISTRICT NO. 9 --•� ._,i MAPSCO NO. 76F SCALE: N.T.S. ATTACHMENT E-2 DRAINAGE STUDY FOR FUTURE IMPROVEMENTS AND REHABILITATION FOR THE FOREST PARK - PARK VIEW STORM DRAIN LO CIA GROUP FORT WORTH 100E 1SM501 R 51rW 1ee1 (817)39o-1000 Sidle 700 (8171 AD-9167 Fa Fa1[Waltl6TEM76102 �"M'bPe9m I P06069.FM - Fe swt Perk. Ceak.k C rt—D'&In 9.\01 Fe .mot Prk-Pwkv I 6te Dr.in Rsh�b i l l tit l M%DC%%Locoti on M.F2..ht 10-43.51 N1 2/19/2007 W A P-A IN RE C L ly. w PRISM I HIM 53 STUD) 1,024 R law, WWII nqm if Hall it 1 ffic KOM SCALE: N.T.S. =Nap A A A A City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 6/5/2007 - Ordinance No. 17580-06-2007 DATE: Tuesday, June 05, 2007 LOG NAME: 30FORESTPARK674 REFERENCE NO.: **C-22158 SUBJECT: Authorize Execution of Engineering Agreement with LopezGarcia Group, for the Forest Park- Parkview Storm Drain Study (Project No. 00674) and Adopt Appropriation Ordinance RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $130,646.00 from the Storm Water Utility Fund to the Storm Water Capital Projects Fund; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Storm Water Capital Projects Fund in the amount of$130,646.00; and 3. Authorize the City Manager to execute an engineering agreement with LopezGarcia Group, in the amount of$113,605.00 for Forest Park-Parkview Storm Drain Study. 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 work for this project includes the preparation of a drainage study that will provide recommendations for the necessary improvements to the Forest Park-Parkview Storm Drain culvert which has experienced structual damage. LopezGarcia Group, proposes to perform the necessary study work for a lump sum fee of $113,605.00. City Staff considers this to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $17,041.00 is required by the Engineering Department for project management. LopezGarcia Group, is in compliance with the City's M/WBE Ordinance by committing to 22 percent M/WBE participation. The City's goal on this project is 19 percent. This project is located in COUNCIL DISTRICT 9. Logname: 30FORESTPARK674 Page 1 of 2 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 budget, as appropriated, of the Storm Water Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers 1&2)P228 472069 2092800674ZZ $130,646.00 1)PE69 538070 0209206 $130,646.00 2)P228 531350 209280067410 $2,840.00 3)P228 531200 209280067416 $113,605.00 2)P228 531200 209280067416 $113,605.00 2)P228 531350 209280067416 $11,361.00 2)P228 531350 209280067420 $2,840.00 Submitted for City Manager's Office by: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: Dena Johnson (7866) Logname: 30FORESTPARK674 Page 2 of 2