Loading...
HomeMy WebLinkAboutContract 40542STATE OF TEXAS § COUNTY OF TARRANT § CITY SECRETARY CONTRACT NO. 5 KNOWN ALL BY THESE PRESENTS: THIS AGREEMENT, entered into the day of ! 2010 by and between the City of Fort Worth, a home -rule municipal corpor4 'on si ted in Tarrant, Denton, Parker, and Wise Counties, Texas, acting herein by and through its duly authorized Assistant City Manager, hereinafter called the "City", and Teague Nall and Perkins, Inc., an independent contractor "Consultant". City and Consultant may be referred to herein individually as a Party, or collectively as the Parties. WITNESSETH That for and in consideration of mutual covenants and agreements herein contained, the Parties hereto mutually agree as follows: ARTICLE 1 SERVICES Section 1. Consultant hereby agrees to perform as an independent contractor the services set forth in the Scope of Services attached hereto as Attachment "A". These services shall be performed in connection with SWS-039-Miscellaneous Stream Crossin s�ysis ("Project"). Section 2. Additional services, if any, will be requested in writing by the City. City shall not pay for any work performed by Consultant or its subconsultants, subcontractors and/or suppliers that has not been ordered in writing. It is specifically agreed that Consultant shall not be compensated for any alleged additional work resulting from oral orders of any person. ARTICLE 2 COMPENSATION Consultant shall be compensated in accordance with the Fee Schedule shown in Attachment "B". Payment shall be considered full compensation for all labor, materials, supplies, and equipment necessary to complete the services described in Attachment "A". However the total fee paid by the City shall not exceed a total of $ 98,370 unless the City and the Consultant mutually agree upon a fee amount for additional services and amend this Agreement accordingly. The Consultant shall provide monthly invoices to the City. Payment for services rendered shall be due within thirty (30) days of the uncontested performance of the particular services so ordered and receipt by City of Consultant's invoice for payment of same. OFFICIRL RECORD CITY SECRETARY FT. WORTH, TX 0'1-01-1 0 P02:36 I N Acceptance by Consultant of said payment shall operate as and shall release the City from all claims or liabilities under this Agreement for anything related to, done, or furnished in connection with the services for which payment is made, including any act or omission of the City in connection with such services. ARTICLE 3 TERM Unless terminated pursuant to the terms herein, this Agreement shall be for a term of Three (3) years, beginning upon the date of its execution, or until the completion of the subject matter contemplated herein, whichever occurs first. ARTICLE 4 INDEPENDENT CONTRACTOR Consultant shall operate hereunder as an independent contractor, and not as an officer, agent, servant, or employee of the City. Consultant shall have exclusive control of and the exclusive right to control the details of its work to be performed hereunder and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, employees, contractors and subcontractors. The doctrine of respondent superior shall not apply as between City and Consultant, its officers, agents, employees, contractors, and subcontractors, and nothing herein shall be construed as creating a partnership or joint venture between City and Consultant. ARTICLE 5 PROFESSIONAL COMPETENCE AND INDEMNIFICATION Section 1. Work performed by Consultant shall comply in all aspects with all applicable local, state and federal laws and with all applicable rules and regulations promulgated by the local, state and national boards, bureaus and agencies. Approval by the City shall not constitute or be deemed to be a release of the responsibility and liability of Consultant or its officers, agents, employees, contractors and subcontractors for the accuracy and competency of its services performed hereunder. Section 2. In accordance with Texas Local Government Code Section 271.904, the Consultant shall indemnify, hold harmless, and defend the City against liability for any damage caused by or resulting from an act of negligence, intentional tort, intellectual property infringement, or failure to pay a subcontractor or supplier committed by the Consultant or Consultant's agent, consultant under contract, or another entity over which the Consultant's exercises control. Professional Services Consultant Agreement Rev 10.6.09 Page 2 of 10 ARTICLE 6 INSURANCE Section I. Consultant shall not commence work under this Agreement until it has obtained all insurance required under this Article and the City has approved such insurance, nor shall Consultant allow any subcontractor to commence work on its subcontract until all similar insurance of the subcontractor has been so obtained and approval given by the City; provided, however, Consultant may elect to add any subconsultant as an additional insured under its liability policies. Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident (or reasonably Worker's Compensation Coverage A: statutory limits Coverage B: $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Section 2. Additional Insurance Requirements equivalent a. Except for employer's liability insurance coverage under Consultant's worker's compensation insurance policy, the City, its officers, employees and servants shall be endorsed as an additional insured on Consultant's insurance policies. b. Certificates of insurance shall be delivered to the Transportation and Public Works Department --Storm Water Mana eg ment, Attention: Steven Eubanks, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work. c. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non -renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. e. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. Professional Services Consultant Agreement Rev 10.6.09 Page 3 of 10 f. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. g. Workers' compensation insurance policyks) covering employees employed on the Project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. h. City shall not be responsible for the direct payment of insurance premium costs for Consultant's insurance. i. Consultant's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self -funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. j. In the course of the Agreement, Consultant shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. k. Consultant's liability shall not be limited to the specified amounts of insurance required herein. 1. Upon the request of City, Consultant shall provide complete copies of all insurance policies required by these Agreement documents. ARTICLE 7 TRANSFER OR ASSIGNMENT City and Consultant each bind themselves, and their lawful successors and assigns, to this Agreement. Consultant, its lawful successors and assigns, shall not assign, sublet or transfer any interest in this Agreement without prior written consent of the City. ARTICLE 8 TERMINATION OF CONTRACT Section 1. City may terminate this Agreement for its convenience on 30 days' written notice. Either the City or the Consultant for cause may terminate this Agreement 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 Section 2. If City chooses to terminate this Agreement under Article 8, upon receipt of notice of termination, Consultant shall discontinue services rendered up to the date of such termination and City shall compensate Consultant based upon calculations in Article 2 of this Agreement and Exhibit "B" attached hereto and incorporated herein. Professional Services Consultant Agreement Rev 10.6.09 Page 4 of 10 Section 3. All reports, whether partial or complete, prepared under this Agreement, including any original drawings or documents, whether furnished by the City, its officers, agents, employees, consultants, or contractors, or prepared by Consultant, shall be or become the property of the City, and shall be furnished to the City prior to or at the time such services are completed, or upon termination or expiration of this Agreement. ARTICLE 9 RIGHT TO AUDIT (a) Consultant agrees that the City shall, until the expiration of three (3) years after final payment under this Agreement, have access to and the right to examine any directly pertinent books, documents, papers and records of Consultant involving transactions relating to this Agreement. Consultant agrees that the City shall have access during normal working hours to all necessary facilities and shall be provided adequate and appropriate workspace in order to conduct audits in compliance with the provisions of this section. City shall give Consultant reasonable advance notice of intended audits. (b) Consultant further agrees to include in all its subcontracts hereunder, a provision to the effect that the subcontracting consultant 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 any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that 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. City shall give Consultant and any subconsultant reasonable advance notice of intended audit. (c) Consultant and subconsultants agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Consultant for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. ARTICLE 10 MINORITY AND WOMAN BUSINESS ENTERPRISE (M/WBE) PARTICIPATION In accordance with City Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises ("M/WBE") in City contracts. Consultant acknowledges the M/WBE goal established for this Agreement and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commissi anon of fraud by the Consultant may result in the termination of this Agreement and debarment ftom participating in City contracts for a period of time of not less than three (3) years. Professional Services Consultant Agreement Rev 10.6.09 ARTICLE 11 OBSERVE AND COMPLY Page 5 of 10 Consultant shall at all times observe and comply with all federal, state, and local 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 later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. Consultant 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. ARTICLE 12 VENUE AND JURISDICTION If any action, whether real or asserted, at law or in equity, arises on the basis of any provision of this Agreement, venue for such action shall lie in state courts located in Tarrant County, Texas or the United States District Court for the Northern District of Texas — Fort Worth Division. This Agreement shall be construed in accordance with the laws of the State of Texas. ARTICLE 13 CONTRACT CONSTRUCTION The Parties acknowledge that each party and, if it so chooses, its counsel have reviewed and revised this Agreement and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party must not be employed in the interpretation of this Agreement or any amendments or exhibits hereto. ARTICLE 14 SEVERABILITY The provisions of this Agreement are severable, and if any word, phrase, clause, sentence, paragraph, section or other part of this Agreement or the application thereof to any person or circumstance shall ever be held by any court of competent jurisdiction to be invalid or unconstitutional for any reason, the remainder of this Agreement and the application of such word, phrase, clause, sentence, paragraph, section, or other part of this Agreement to other persons or circumstances shall not be affected thereby and this Agreement shall be construed as if such invalid or unconstitutional portion had never been contained therein. ARTICLE 15 NOTICES Notices to be provided hereunder shall be sufficient if forwarded to the other Party by hand - delivery or via U.S. Postal Service certified mail return receipt requested, postage prepaid, to the address of the other Party shown below: City of Fort Worth Attn: Storm Water Management Dept. 1000 Throckmorton Street Fort Worth, Texas 76102 Professional Services Consultant Agreement Rev 10.6.09 Page 6 of 10 Consultant: Teague Nall &Perkins, Inc. Attn: Kyle Dykes 1100 Macon Street Fort Worth, Texas 76102 ARTICLE 16 HEADINGS The headings contained herein are for the convenience in reference and are not intended to define or limit the scope of any provision of this Agreement ARTICLE 17 COUNTERPARTS This Agreement maybe executed in one or more counterparts and each counterpart shall, for all purposes, be deemed an original, but all such counterparts shall together constitute but one and the same instrument. Professional Services Consultant Agreement Rev 10.6.09 (Remainder of Page Intentionally Left Blank) Page 7 of 10 IN WITNESS THEREOF, the parties hereto have made and executed this Agreement in multiple originals the day and year first above written, in Fort Worth, Tarrant County, Texas, CITY OF FORT WORTH: Fernando Costa Assistant City Manager RECOMMENDED: William A. erkest, P , Director Department of Transportation and Public Work APPROVED AS TO FORM AND LEGALITY: ATTEST: Hendrix City Secretary f /l/V Date Professional Services Consultant Agreement Rev 10.6.09 CONSULTANT: Michael A. Jones, P.E. President Contract Authorization gate Page 8 of 10 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX (See Attached) Professional Services Consultant Agreement Rev 10.6.09 ATTACHMENT "A" SCOPE OF SERVICES Page 9 of 10 ATTACHMENT "A" MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO. SWS-039 SCOPE OF SERVICES Project Summary Over the years, the City of Fort Worth has experienced growth and development throughout. As a result, many roadways are subject to flooding. Although there are few true low-water crossings, there are numerous stream crossings which are significantly undersized and subject to frequent overtopping. Prior studies have evaluated the severity of hazardous flooding conditions, but the cost for structural improvements is not known. A consistent evaluation methodology will be developed by the consultant for the project. The conceptual analysis of each stream crossing should evaluate the following: • Hydrology of the watershed to determine 10-, 50-, 100- and 500-year runoff, as well as the fully -developed 100-year flow; • Feasibility of constructing improvements to provide 100-year protection; • Approximate size and recommended type (culvert or bridge) of improvement; • Length of roadway expected to be impacted for transitions to the improved crossing; and, • Expected project costs for the proposed improvements using currently available cost information. The stream crossings to be studied include: A. 9700 Wagley Robertson Road at Big Fossil Creek, Mapsco® 19Z, CD 7 8. 11800 Mosier Valley Road at Hurricane Creek, Mapsco® 55W, CD 5 D. 1500 35th Street NW east of Angle Avenue at Cement Creek, Mapsco® 48W, CD 2 J. Old Granbury Road at Summer Creek Table 1. Summary of study locations and information Study ID Stream Name A Big Fossil Creek B Hurricane Creek D Cement Creek J Summer Crk Approx. Wagley Robertson Rd. 4.4 A/N 22 200/1,200 Mosier Valley Rd 5.3 AE/Y 0 200/200 35th St. 4.3 AE/Y 0 200/200 Old Granbury Rd. 4.0 AN 0 200/200 ATTACHMENT "A" Page 1 ofi 4 BASIC SERVICES Task 1: Project Management This Task includes the coordination Cl"d communication procedures to be implemented between OWNER and ENGINEER in completion of this project. 1. Attend the project kickoff meeting with a proposed schedule for task sequence and completion. 2. Prepare a project schedule and coordinate any delays in writing for OWNER approval. 3. Conduct up to (3) project status meetings with OWNER. Meetings shall be held at least every other month to update OWNER as to status of project and to determine hierarchy of OWNER preferences in improvement measures. 4. Prepare meeting minutes and distribute to all attendees of project status meetings within five (5) business days of meeting. 5. Prepare monthly updates for OWNER identifying what work was accomplished, what items are pending, and what outstanding issues need immediate attention. 6. Perform and document in-house QA/QC reviews prior to making preliminary and final submittals. 7. Prepare and submit a Project Certification and Decision Log upon completion of the study. Task 2: Data Search, Collection, Field Reconnaissance, and Surveys The data to be collected for this project includes existing information possessed by the OWNER in the form of studies, maps, engineering construction plans, digital files, hydrologic and hydraulic models, surveyed channel cross -sections, and various finished floor elevations. 1. Obtain the following information from the OWNER: stream centerlines, street centerlines, 2009 aerial imagery, 2007 terrain surface in LAS format, existing and future land use data, 2007 sub -basin delineations (may not be delineated for each site), high-water marks (if available), and zoning maps. Historical rainfall data and the as -built drawings of the hydraulic structures may also be obtained from the City, if available. If required data is unavailable, the ENGINEER shall inform the City in writing and discuss with the City's Project Manager. 2. Submit a written request to FEMA for all relevant available data from the effective Flood Insurance Study (FIS) including but not limited to: LOMRs, hydrologic and hydraulic data, reports, working maps, etc. 3. Perform site visits to verify the watershed study limits and channel study limits (where applicable), and to identify hydrologic and hydraulic characteristics, existing erosion problems, and condition of structures. ATTACHMENT "A" Page 2 of 4 4. Field Surveys will be taken for each stream crossing structure, as well as channel cross sections upstream and downstream of the structure as needed for hydraulic modeling. The surveyed portion of each cross section will extend no further than 50 feet outside the top of bank. Cross - sections will be extended further using LIDAR topography. The attached Exhibits E2, E31 E4, and E5 show the cross section layouts. 5. Survey finished floor elevation of structures identified on Exhibits E2, E3, E4, and E5. Note: not all crossings will require finished floor elevations. 6. The ENGINEER will acquire property owner permission to perform surveys outside of CITY easements, for a specified period of time. Task 3: Hydrologic and Hydraulic Analysis and Reporting This task includes limited hydrologic modeling and hydraulic modeling necessary to complete the project, and a report summarizing the methods and findings of the analysis. 1. Evaluate available hydrologic models and/or studies to determine applicability to this project. It is understood that some form of hydrologic models are available for each of the four crossings in the project. It is also understood that the Summer Creek study will need to be extended downstream to Old Granbury Road. This scope does not include the development of new hydrologic models, but instead will rely on existing hydrologic models developed by others. 2. Modify the available hydrologic models as necessary to compute the 10, 50, 100, 500, and ultimate 100 year peak discharges at the appropriate location for each crossing. This is understood to include all or part of the following: 1) Adjusting one concentration point to the crossing, 2) minor modifications of model parameters to reflect current planning forecasts, 3) updating precipitation data to current City standards. 3. Prepare HEC-RAS hydraulic models of each crossing for the immediate area upstream and downstream. This includes up to three scenarios; 1) existing conditions, 2) proposed bridge, and 3) proposed culvert. In some cases there may only be one viable proposed alternative. 4. Develop an opinion of cost for each development alternative to be used for comparison and planning purposes. Costs will be based on current cost information, and will include approximated costs associated with design, permitting, and FEMA mapping. 5. Prepare a brief opinion of how environmental regulations may impact each proposed improvement. This does not include a formal environmental assessment. 6. Prepare and submit a preliminary summary report of the methods, results, and recommendations of the project. The report will include exhibits, a comparison of alternatives, where applicable, and necessary data to ATTACHMENT "A" Page 3 of 4 support the findings. Five (5) bound copies of the report will be provided, including a digital copy of the models and a PDF of the entire report. 7. Based on City review comments, prepare and (5) bound copies of the report will be provided the models and a PDF of the entire report. Deliverables 1. Meeting minutes, following each coordination meeting, 2. Completed decision log, 3. QA/QC verification form, 4. Preliminary report, 5. Final report ADDITIONAL SERVICES ADDITIONAL SERVICE not specifically included SERVICES shall include, submit a final report. Five in a digital copy of S shall be any service provided by the ENGINEER which is in BASIC SERVICES as defined above. ADDITIONAL but not be limited to: Development of new hydrologic models Geotechnical Engineering Investigations Subsurface Utility Engineering (S.U.E.), Environmental Assessments (other than included in Task 3.5); Environmental Permits (i.e., USACE 404 Permit, etc.) CLOMR/LOMR Applications; Tree Survey and/or Tree Mitigation Plan; ATTACHMENT "A" Page 4 of 4 (See Attached) Professional Services Consultant Agreement Rev 10.6.09 ATTACHMENT "D" FEE SCHEDULE Page 10 of 10 ATTACHMENT "B" MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO. SWS-039 COMPENSATION AND PAYMENT SCHEDULE A. The Engineer shall be compensated a total project fee of Ninety Eight Thousand, Three Hundred and Forty dollars ($ 98,340). Payment of the total project fee shall be considered full compensation for the services described in Attachment "A" for all labor, materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid in accordance with "Exhibit 13-1'% Supplement to Attachment B. Each invoice from the Engineer shall be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. C. A schedule of current hourly billing rates is provided in Exhibit "B-2". Any tasks assigned by the City that are not included in the Scope of Services described in Attachment "A" will be billed on an hourly basis. These tasks will not be performed without written authorization from the City. D. Professional Services Fee summary is provided in Exhibit "13-3". E. The Summary of Total Project Fees is reflected in Exhibit "B-M'. This summary provides the total project fees including MWBE participation. F. Work -hour projections are included in Exhibit "134". G. The anticipated schedule of partial submittals for review is provided below: Anticipated Schedule of Partial Submittals for Review Submittal Date 1. Preliminary Report Task 3.6 6/15/10 2. Final Report Task 3.7 8/11110 ATTACHMENT "B" Page 1 of 1 EXHIBIT "0-1" (SUPPLEMENT TO ATTACHMENT B) MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO. SWS=039 METHOD OF PAYMENT PROGRESS REPORT REQUIREMENTS Method of Payment Partial payment shall be made to the Engineer monthly upon City's approval of an invoice from the Engineer outlining the current labor and expenses of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Until satisfactory completion and delivery of the FINAL report and electronic files, a sum not to exceed ninety percent (90%) of the total project fee specified in Attachment "B". The balance of fees, less previous payments, shall be payable after delivery of the FINAL report and electronic files. II. Progress Reports A. The Engineer shall submit to the designated representative of the Director of the Department of Transportation/Public Works monthly progress reports covering all phases of the analysis in the format required by the City. B. Periodic reports concerning MWBE participation shall be submitted as required by the MWBE Office. EXHIBIT "B-1" Page 1 of 1 EXHIBIT "B-2" (SUPPLEMENT TO ATTACHMENT B) MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO, SWS-039 HOURLY RATE SCHEDULE A summary of current hourly billing rates is provided below: Principal -in -Charge Project Manager Senior Professional Engineer Junior Professional Engineer Engineer -in -Training Sr. GIS Jr. GIS Engineering Intern ,.ADD Technician Clerical $150 - $245/hr. $115 - $210/hr. $115 - $210/hr. $100 - $130/hr. $80 - $105/hr. $90 - $105/hr. $75 - $90/hr. $50 - $75/hr. $60 - $90/hr. $50 - $75/hr. EXHIBIT "B-2" Page 1 of 1 EXHIBIT "0-3" (SUPPLEMENT TO ATTACHMENT B) MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO. SWS-039 PROFESSIONAL SERVICES FEE SUMMARY TASK FEE Task 1: Project Management $17,270 Task 2a, 2b: Data Search, Collection, Field Reconnaissance $87460 Task 2c: Field Surveys of Hydraulic Structures $237300 Task 2d: Finished Floor Elevations $27700 Task 3: Hydrologic and Hydraulic Analysis and Reporting $467640 TOTAL FEE $98,370 EXHIBIT "B-3" Page 1 of 1 EXHIBIT "B-3A" (SUPPLEMENT TO ATTACHMENT B) MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO, SWS-039 SUMMARY OF TOTAL PROJECT FEES PRIME ENGINEER: Teague Nall and Perkins, Inc. SUB ENGINEER: A.N.A. Consultants, L.L.0 Project Management, $721370 73.6% Data Search & Collection, Field Reconnaissance, H&H Modeling, Flood Mitigation Alt, Analysis, QA/QC Field Surveys, Finished Floor $26,000 26.4% Surveys & QA/QC MNVBE Project Description Scope of Services Total Fee MNVBE Fee Percent Survey Services (see below) $98,370 $26,000 26.4% SUB ENGINEER (A.N.A. Consultants, L.L.C.) shall participate in performing portions of the following Tasks as outlined in Attachment : Task 2 Non-M/V1/BE Participation ►f�C•Ti� 0% EXHIBIT "B-3A" Page 1 of 1 cn(n o 00000 �cl oo oo 00 00 �0 o0000 000 o00 CD 0 )� c� MOM co u� � ; n ; 0 cn v ch co C) co C)� to (o C) rn 0 C) co co n rn C)coin (O 00 VC) e- <Y � ' N OM C) 00 00 1� (M co r iv O N O O cr) (O 00 � <t co ' (D V)�Nv- M th M �M N 'le � If) �N V �(OO ('7 co(n Ics M N �M; 69 69 fR b9 69 fA 69 69 FA �fA� i(q� iiAi (A M ('M ' 00 N O O •cr ' O ' O (o 00 ' (O n ' (O 00 (D (O N �-- (O V (O 00 co' It N n (M 0J N .-- N 0) ` c) � M I� I � (O •-- N V' B co C) M (O UM)! co _ M fC O F- C3 C)E'E O (1 N (� L M M I M 'Lo E !� O i i 69 i! (Ai 691 i (O N N C' 'V• Nt�O� co O 100 � a0 i i _N � ;NI V> O co OiOi O O � 125 v o cl U � st 0) V co O (O c0 N qq t )� I (n 00 qqt O (O it 00 O O N (O V' O O' N O N h N i (o N � N '�i (O N� 10 1 O et (+) (O� N00 N h (V icsi iCVi h W ' 'N' N <t V N V N V 00 NN d' midi st 00NcoN V 00 N 00N00 C) )�(p N v N ('7 Oi M (D N i LU `7 '7 � N OD 00 � C)d' N N co d' C)� (:I� d' MOM �- V a0 d' 00 CO N N ao IOC (O O N 00 Mi Cli co1N1 (n O coiM MrMMI (D �M� f� 00 am s EA EF?� 103. (A TIMM 00 0) (n 1 O 07 c%jN Mir -MI U O E iQ)i O S N N d !�! i i i i EA i(Ai ,of EA MMMMMM W (D (� a) U) a) O V O lL O (0 O (0Mow U) .O.• N ° O O N O 0) F' c c 4 MMMM In (� W W c� w N W O r co U) a) CWIM, EC MID COd od N�n U 'C '� N S O N Z N N O C M L O l0 u1 N (p 0) IIIIIIIS`) m �p � " co a) > 0 )n� n aC NC f`0 'O U U) 0) L cnMIMMMI O C N W CO O N E 7 N O n !OMMMIG C .0 C C N 0 0 2 ;0 . N O fn O N n 49 O MID m ca a) 0 •> m �° 0 C> N 3 U (n +was N > > U co N° Q U c '� (° ° (0 O O O V) O O � O O (D LL IDIMMIF O o.c~ate' orb o °�� v)oa Q(n Q Como 0 o_�Sa;0 m w ma a a) c cU o > rnQ. Z T�,o }C (/) •c C LL a N U �:� N Q y C S U 0 •p Ci d N U '� Q (> >_ O N X C .� +N- ln0 g U a) C° w C c = ° 0 c ° Q m° ° a) p m> a) W C n E Ud'oN a)oa)CD o 0)) N�c �ca>i c c'`o� Eo00 .0 m(A o a°i Lnu. w 0)Mr. 0, (n,MMMc.3wcn� MID *r'j_Onga)m� U U) acim° a'onEo N N c o 4: 2°> °O > a`w�� oc H= 'C N cac U° U a) C (gip N w c N u0i v'i Q O. Q a c) N a) C a) a) a) ° U N 0 O C 'N (D N C O° C O U •,C-). n° n. n c o f0 .. N E Z'vUw'aU f0 ° o o° y Z mg �.0vvv E a L(nQ c°�y cco'U—° o U E c c > >>� a� o'>>•E>v�'>>>�vvE 0) O S] () V a) .+ Q. y U (n 8 4) O .t] U p a+ �Y 2.dad(AU O O 7 O 0) In w .fl O 7 L 0� O p 0 a) �p O d d �xx(A 7 O C U o p N mLL 0:20)0-0L)U) Ln U) o aF-w m g a a a) (nm a) a) c D�Ow02 °w00 > d o> OY�d dD m0 iL ii ii 2 �2 o m d n ci ci (i v (o ri O ai S (i a) N (� 0) l0 N X O rn co O U w ro 01 E w O N ATTACHMENT MISCELLANEOUS STREAM CROSSINGS ANALYSIS STUDY NO. SWS=039 AMENDMENTS TO STANDARD AGREEMENT FOR ENGINEERING SERVICES The Standard Agreement for Engineering Services is adopted with no modifications. ATTACHMENT "C" Page 1 of 1 0 3 O Qi N M � O — 1 N O N N � J Lo �a ❑ Q Z N W U) d o ovV Q � W Q v H -- ,a� v� oN o. M 0 W Z J W V _N N � N LO LO 0000 N LO N N N \ t � co LO � (D (D a CO `o d IT 00 U) mc N F- 0 0 0 O 0 0 0 0 0 LO LO O O 0) (D N UD io 70 70 L L � •L � L LL LL F- F- F- LL F- F- a -0 70 (U(� (U N v (0 wo -a a 70 mo 7 n a p ~0 0� O� (M M N M c O U N C C: O 0 O N co N +' C C _N G� (U U) W cu o L U) `o V M o o LL. o v M 70 a ❑ cn � N cu 'D 'D (� (p N N C � � 0 LL LL LL F- F- M N (D r� co O O O O O r r r r r V) ti 00 CD ti 00 N � M N F- F- 0 0 0 0 0 (DD (DD 0000 r- r- N r- N to LO CAD ti N O Q) O O (U ro a ma �o �o a CD M LO o r- r- CD r- M r- (v L 'C 9+ 2 v 0 O) U c d o (`v o .o c = = C� C S> aai = N M qt ) M >% (Nv cu m Y c y c F- F- U F- iL 1- Q o FCV4 I"' 4:4sq-Imi A ", �ti. i 4.3sq=ni - 1 1 i r J .4sq-m TEAGUE NALL . xb. o. TNP Pro FTW 10 Feb 129/ } �_- s 287 —T T� JILL Overall i 47 k �~ 1 HILLWOOD BLVD .�- N Crossing A Miscellaneous Big Fossil Creek at rEAGUENALLAND PERKINS w e FORTV�ORTH 9700 Wagley Stream Robertson Road s 500 Crossing EXHIBIT TNP Project No. FTW 09242 0 250 1 1 1 Analysis 10 Feb 2010 Feet E � 2 N Crossing B Miscellaneous Hurricane Creek at rEAGUENALLAND PERKINS °"`�°"""°m w E FORTORTH 11800 Mosier Stream Valley Road s 300 Crossing EXHIBIT TNP Project No. FTW 09242 0 150 Analysis 10 Feb 2010 Feet E-3 N Crossing D G AN TEAGUENALLANDPERK/NS w E FART WORTH Miscellaneous Cement Creek at 1500 35th St. Stream Crossing EXHIBIT TNP Project No. FTW 09242 0 100 200 1 1 Analysis 10 Feb 2010 Feet E-4 �L'a � ��f�" as,i;.d.-iJdi.+1�"' •��''�a��w.a �.' -^. ... _�� 1 ^�_ _ '�+�'J.�- .�t . 1 �� r � � �\ �' � � � a � r _ �:' �a ,.... _ � j A _ t R �, � r _' ' - f v 1. ! `� [ t _ f. � 4 i ��- ,�. �` ,. � - ���� � ,. ,, I ?� } ,... • ,t - s�' ' - +.�I .. a � .a , �'�,_. �k� � _ �� _ f, ry�� �� � - �' �. _ J �� = _ a-- _ `. — —.�� � ---y"� ' _ ,,... _ � - �_ ,+ _.;�-� . - _ ,rt _ r ��� • •III I Ar Page I of 2 COUNCIL ACTION: Approved on 6/15/2010 DATE: Tuesday, June 15, 2010 LOG NAME: 20SWMSTREAMCROSSING REFERENCE NO.: **C-24266 SUBJECT: Authorize the Execution of an Agreement with Teague Nall and Perkins, Inc., in the Amount of $98,370.00 for the Miscellaneous Stream Crossing Analysis (COUNCIL DISTRICTS 2, 3, 5 and 7) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an agreement with Teague Nall and Perkins, Inc., in the amount of $98,370.00 for the Miscellaneous Stream Crossing Analysis (SWS-039). DISCUSSION: In order to address flooded roadways in future capital projects, detailed studies are required to determine runoff rates and flow depths of the stream crossings, to determine the existing crossing size and roadway profile at each location and to model flow impacts for various improvement alternatives. The proposed improvement plans can be used for prioritizing, budgeting and scheduling future capital projects to provide culvert or bridge improvements to make the roadway crossings safer. In November 2007, a Request for Qualifications was advertised for channel studies. Twenty-three statements of qualifications were received and Teague Nall and Perkins, Inc., was selected to prepare the Miscellaneous Stream Crossing Analysis, 3WS-039, in order to address roadway flooding at several locations across the city. The scope of work will include a detailed hydrology of the stream, assessment of the severity of existing flooding conditions, and development of various alternatives for roadway improvements. Teague Nall and Perkins, Inc., proposes to perform this study for a lump -sum fee of $98,370.00. City staff considers this fee to be fair and reasonable for the scope of services proposed. The Storm Water Utility Operating Fund will be used to fund this study. Teague Nall and Perkins, Inc., is in compliance with the City's M/WBE Ordinance by committing to 26 percent M/WBE participation. The City's goal for this project is 26 percent. This project is located in COUNCIL DISTRICTS 2, 31 5 and 7. FISCAL INFORMATION /CERTIFICATION: The Financial Management Services Director certifies that that funds are available in the current operating budget, as appropriated, of the Storm Water Utility Fund. FUND CENTERS: TO Fund/Account/Centers CERTIFICATIONS: Submitted for City Manager's Office b� FROM Fund/Account/Centers PE69 531200 0209202 Fernando Costa (6122) $98, 370.00 http://apps.cfwnet.org/ecouncil/printmc.asp9id=13511 &print=true&DocType=Print 6/2512010 Originating Department Head: William Verkest (7801) Page 2 of 2 Additional Information Contact: ATTACHMENTS 1. fundingverification2.doc (CFW Internal) 2. SWS-039 Map CD2.pdf (Public) 3. SWS-039 Map CD3.pdf (Public) 4. SWS-039 Map CD5.pdf (Public) 5. SWS-039 Map CD7.pdf (Public) 6. SWS-039 MWBE Compliance.pdf Steven Eubanks (7857) (CFW Internal) http://apps.cfwnet.org/ecouncil/printmc.asp?id=13 511 &print=true&DocType=Print 6/25/2010