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HomeMy WebLinkAboutResolution - 2006-R0114 - Professional Services Agreement - Parhill, Smith & Cooper, Inc. - 03/08/2006Resolution No. 2006-R0114 March 8, 2006 Item No. 5.12 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the City Council of the City of Lubbock hereby authorizes and directs the Mayor of the City of Lubbock to execute a professional services Agreement with Parkhill, Smith & Cooper, Inc., any associated documents, for engineering services pertaining to a drainage feasibility study and Master Drainage Plan Update for Maxey Park and the Northwest Lubbock Drainage Planning Area, a copy of which Agreement is attached hereto and made a part hereof for all intents and purposes. Passed by the City Council this 8th day of March '2006. ATTEST: Reb cca Garza, City Secretary APPROVED AS TO CONTENT: L) ILI od Marsha Reed, PE, Storm Water Engineer APPROVED AS TO FO A .tom i andiver, Attorney of Counsel DDres/PSC-EngDrainSvcsRes February 23, 2006 MARC 7 OUGAL, MAYOR AGREEMENT FOR ENGINEERING SERVICES THIS AGREEMENT, between the City of Lubbock, Texas (hereinafter referred to as Owner) and Parkhill, Smith & Cooper, Inc., with principal offices at 4222 851h Street, Lubbock, Texas 79423 (hereinafter referred to as Engineer): WITNESSETH: WHEREAS, Owner intends to perform a drainage feasibility study and Master Drainage Plan update for Maxey Park and Northwest Lubbock Drainage Planning area (hereinafter referred to as the Project); and WHEREAS, Owner requires certain professional engineering services in connection with the Project (hereinafter referred to as the Services) for a design; and WHEREAS, Engineer is prepared and has the ability to provide such Services; NOW THEREFORE, in consideration of the promises contained herein, the parties hereto agree as follows: ARTICLE 1 - EFFECTIVE DATE The effective date of this Agreement shall be ARTICLE 2 - SERVICES TO BE PERFORMED BY ENGINEER Engineer shall perform the Services described in Attachment A, Scope of Services, which is attached hereto and incorporated by reference as part of this Agreement. ARTICLE 3 - COMPENSATION Owner shall pay Engineer in accordance with Attachment B, Compensation, which is attached hereto and incorporated by reference as part of this Agreement, and compensation for Basic Engineering Services shall not exceed $799,653.00. ARTICLE 4 - STANDARD OF CARE Engineer shall exercise the same degree of care, skill and diligence in the performance of the Services as is ordinarily provided by a professional engineer under similar circumstances and Engineer shall, at no cost to Owner, re -perform services which fail to satisfy the foregoing standard of care. ARTICLE 5 - LIMITATIONS OF RESPONSIBILITY Engineer shall not be responsible for actual means, methods, techniques, sequences, procedures or safety precautions and programs used in connection with the Project by others. Engineer shall assist the Owner in the administering of its contracts with any vendor or other Project participant in order to fulfill contractual or other responsibilities to the Owner or to comply with federal, state and local laws, ordinances, regulations, rules, codes, orders, criteria and standards. ARTICLE 6 - OPINIONS OF COST AND SCHEDULE Since Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over contractors', subcontractors' or vendors' methods of determining prices, or over competitive bidding or market conditions, Engineer's opinion of cost shall be made on the basis of qualifications and experience as a professional engineer. Since Engineer has no control over the resources provided by others to meet contract schedules, Engineer's forecast schedules shall be made on the basis of qualifications and experience as a professional engineer. Engineer cannot and does not guarantee that proposals, bids or actual Project costs will not vary from his opinions of cost or that actual schedules will not vary from his forecast schedules. ARTICLE 7 - LIABILITY AND INDEMNIFICATION 7.1 General. Having considered the risks and potential liabilities that may exist during the performance of the Services and in consideration of the promises included herein, Owner and Engineer agree to allocate such liabilities in accordance with this Article 7. Words and phrases used in this Article shall be interpreted in accordance with customary insurance industry usage and practice. 7.2 Indemnification. Engineer agrees to defend, indemnify and hold Owner whole and harmless against all claims for damages, costs and expenses of persons or property that may arise out of, or be occasioned by, or from; any negligent act, error or omission of Engineer; or any agent, servant or employee of Engineer in the execution or performance of this Contract. 7.3 Defense of Claims. In the event an action for damages is filed in which negligence is alleged on the part of Owner and Engineer, Engineer agrees to defend Owner. In the event Owner accepts Engineer's defense, Owner agrees to indemnify and reimburse Engineer on a pro rata basis for all expenses of defense. Owner also agrees to indemnify and reimburse Engineer on a pro rata basis for any judgment or amount paid by Engineer in resolution of such claim. Such pro rata share shall be based upon a final judicial determination of negligence or, in the absence of such determination, by mutual agreement. 7.4 Employee Claims. Engineer shall indemnify Owner against legal liability for damages arising out of claims by Engineer's employees. Owner shall indemnify Engineer against legal liability for damages arising out of claims by Owner's employees. 7.5 Limitations of Liability. To the fullest extent permitted by law, Engineer's total liability to Owner for any and all injuries, claims, losses, expenses or damages arising out of or in any way related to the Project or this Agreement from any cause or causes, including but not limited to Engineer's negligence, errors, omissions, strict liability, breach of contract or breach of warranty, shall not exceed the minimum amounts required by Article 10 of this Agreement. 7.6 Other Project Indemnities. Indemnity provisions shall be incorporated into all Project contractual arrangements entered into by Owner and shall protect Owner and Engineer to the same extent. 7.7 Survival. Upon completion of all services, obligations and duties provided for in this Agreement, or in the event of termination of this Agreement for any reason, the terms and conditions of this Article shall survive. ARTICLE 8 - INDEPENDENT CONTRACTOR Engineer undertakes performance of the Services as an independent contractor and shall be wholly responsible for the methods of its own performance and that of its subcontractors, agents and employees. Owner shall have no right to supervise the methods used, but Owner shall have the right to observe such performance. Engineer shall work closely with Owner in performing Services under this Agreement. ARTICLE 9 - COMPLIANCE WITH LAWS In performance of the Services, Engineer will comply with applicable regulatory requirements, including federal, state and local laws, rules, regulations, orders, codes, criteria and standards. Engineer shall possess the licenses necessary to allow Engineer to perform the Engineering Services. Engineer shall not be responsible for procuring permits, certificates and licenses required for any construction unless such responsibilities are specifically assigned to Engineer in Attachment A, Scope of Services. ARTICLE 10 - INSURANCE Prior to the time Engineer is entitled to commence any part of the Services under this Contract, Engineer shall procure, pay for, and maintain the following insurance written by companies licensed in the State of Texas or meeting surplus lines requirements of Texas law and acceptable to Owner. The insurance shall be evidenced by delivery to Owner of one (1) certificate of insurance, executed by the insurer, listing coverage and limits, expiration date and term of policy, and certifying that the insurer is licensed to do business in Texas or meets the surplus lines requirements of Texas law, or by delivery to Owner of a certified copy of each policy, including all endorsements. The insurance requirements shall remain in effect throughout the term of this Contract. A. Comprehensive General Liability Insurance The Engineer shall have Comprehensive General Liability Insurance with limits of $300,000 Bodily Injury and $300,000 Property Damage per occurrence with a $1,000,000 combined single limit to include: Premises and Operations Explosion and Collapse Hazard Underground Damage Hazard Products and Completed Operations Hazard Contractual Liability Independent Contractors Coverage Personal Injury (with exclusion "C" waived) The Owner is to be named as an additional insured on this policy for this specific job, and a copy of the endorsement doing so is to be attached to the Certificate of Insurance. B. Comprehensive Automobile Liability Insurance The Engineer shall have Comprehensive Automobile Liability Insurance with limits of not less than: Bodily Injury $250,000/$500,000 Property Damage $100,000 to include all owned and non -owned cars including: Employers Non -ownership Liability Hired and Non -owned vehicles 3 The Owner is to be named as an additional insured on this policy for this specific job and a copy of the endorsement doing so is to be attached to the Certificate of Insurance. C. Workers' Compensation and Employer's Liability Insurance As required by State statute covering all employees whether employed by the Engineer or any Subcontractor on the job with Employer's Liability of at least $100,000 limit. D. Professional Liability Insurance (including errors and omissions) with minimum limits of $1,000,000 per claim. Engineer shall furnish owner certificates of insurance which shall include a provision that such insurance shall not be canceled without at least thirty (30) days written notice to Owner. ARTICLE 11 - OWNER'S RESPONSIBILITIES Owner shall be responsible for all matters described in Attachment C, Owner's Responsibilities, which is attached hereto and incorporated by reference as part of this Agreement. For purposes of this Agreement, Owner may act through its governing body or through administrative officials. ARTICLE 12 - REUSE OF DOCUMENTS All documents, including drawings, specifications and computer software, prepared by Engineer pursuant to this Agreement are instruments of service in respect to this Project. They are not intended or represented to be suitable for reuse by Owner or others on extensions of this Project or on any other project. Any reuse without written verification or adaptation by Engineer for the specific purpose intended will be at Owner's sole risk and without liability or legal exposure to Engineer. ARTICLE 13 - AMENDMENT, TERMINATION AND STOP ORDERS This Contract may be altered or amended only by mutual written consent of both parties hereto and may be terminated by the Owner at any time by written notice to the Engineer. Upon receipt of such notice, the Engineer shall, unless the notice directs otherwise, immediately discontinue all work in connection with the performance of this Contract and shall proceed to cancel promptly all existing orders insofar as such orders are chargeable to this Contract. The Engineer shall submit a statement showing in detail the work performed under this Contract to the date of termination. The Owner shall then pay the Engineer promptly that proportion of the prescribed fee which applies to the work actually performed under this Contract, less all payments that have been previously made. Thereupon, copies of all completed work accomplished under this Contract shall be delivered to the Owner. The Owner may issue a Stop Work Order to the Engineer at any time. Upon receipt of such order, the Engineer is to discontinue all work under this Contract and cancel all orders pursuant to the Contract, unless the order otherwise directs. If the Owner does not issue a Restart Order within 60 days after receipt by the Engineer of the Stop Work Order, the Engineer shall regard this Contract terminated in accordance with the foregoing provisions. ARTICLE 14 - NONDISCLOSURE OF PROPRIETARY INFORMATION Engineer shall consider all information provided by Owner to be proprietary unless such information is available from public sources. Engineer shall not publish or disclose proprietary information for any purpose other than the performance of the Services without the prior written authorization of Owner or in response to legal process. 11 ARTICLE 15 - NOTICE Any notice, demand or request required by or made pursuant to this Agreement shall be deemed properly made if personally delivered in writing or deposited in the United States mail, postage prepaid, to the address specified below. To Engineer: Parkhill, Smith & Cooper, Inc. ATTN: Robert P. McMillen, P.E. 4222 85`h Street Lubbock, Texas 79423 To Owner: City of Lubbock ATTN: Marsha Reed, P.E. P.O. Box 2000 Lubbock, Texas 79457-0001 Nothing contained in this Article shall be construed to restrict the transmission of routine communications between representatives of Engineer and Owner. ARTICLE 16 - UNCONTROLLABLE FORCES Neither Owner nor Engineer shall be considered to be in default of this Agreement if delays in or failure of performance shall be due to uncontrollable forces the effect of which, by the exercise of reasonable diligence, the nonperforming party could not avoid. The term "uncontrollable forces" shall mean any event which results in the prevention or delay of performance by a party of its obligations under this Agreement and which is beyond the control of the nonperforming party. It includes, but is not limited to, fire, flood, earthquakes, storms, lightning, epidemic, war, riot, civil disturbance, sabotage, Owner -directed changes to design criteria or scope services once criteria and scope have been agreed upon, Owner -directed changes to plans after plans have been reviewed and approved (including partial submittal progress reviews), inability to procure permits, licenses or authorizations from any state, local or federal agency or person for any of the supplies, materials, accesses or services required to be provided by either Owner or Engineer under this Agreement. Neither party shall, however, be excused from performance if nonperformance is due to uncontrollable forces which are removable or remediable and which the nonperforming party could have, with the exercise of reasonable diligence, removed or remedied with reasonable dispatch. The provisions of this Article shall not be interpreted or construed to require Engineer or Owner to prevent, settle or otherwise avoid a strike, work slowdown or other labor action. The nonperforming party shall, within a reasonable time of being prevented or delayed from performance by an uncontrollable force, give written notice to the other party describing the circumstances and uncontrollable force preventing continued performance of the obligations of this Agreement. ARTICLE 17 - GOVERNING LAW This Agreement shall be governed by the laws of the State of Texas. Any suit brought to enforce any provision of this Agreement or for construction of any provision thereof shall be brought in Lubbock County, Texas. ARTICLE 18 - MISCELLANEOUS 18.1 Nonwaiver. A waiver by either Owner or Engineer of any breach of this Agreement shall not be binding upon the waiving party unless such waiver is in writing. In the event of a written waiver, such a waiver shall not affect the waiving party's rights with respect to any other or further breach. 5 18.2 Severability. The invalidity, illegality or unenforceability of any provision of this Agreement, or the occurrence of any event rendering any portion or provision of this Agreement void, shall in no way affect the validity or enforceability of any other portion or provision of the Agreement. Any void provision shall be deemed severed from the Agreement and the balance of the Agreement shall be construed and enforced as if the Agreement did not contain the particular portion or provision held to be void. The parties further agree to reform the Agreement to replace any stricken provision with a valid provision that comes as close as possible to the intent of the stricken provision. The provisions of this Article shall not prevent the entire Agreement from being void should a provision which is of the essence of the Agreement be determined to be void. ARTICLE 19 - INTEGRATION AND MODIFICATION This Agreement represents the entire and integrated agreement between the parties and supersedes all prior negotiations, representations and agreements, either written or oral. This Agreement may be amended only by a written instrument signed by each of the parties. ARTICLE 20 - SUCCESSORS AND ASSIGNS Owner and Engineer each binds itself and its directors, officers, partners, successors, executors, administrators, assigns and legal representatives to the other party to this Agreement and to the partners, successors, executors, administrators, assigns and legal representatives of such other party, in respect to all covenants, agreements and obligations of this Agreement. ARTICLE 21 - ASSIGNMENT Neither Owner nor Engineer shall assign, sublet or transfer any rights under or interest in (including, but without limitation, monies that may become due or monies that are due) this Agreement without the written consent of the other, except to the extent that the effect of this limitation may be restricted by law. Unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under this Agreement. Nothing contained in this paragraph shall prevent Engineer from employing such independent consultants, associates and subcontractors as he may deem appropriate to assist him in the performance of the Services hereunder. ARTICLE 22 - SUBCONTRACTORS No work herein called for by the Engineers shall be subcontracted to a subcontractor who is not acceptable to the Owner or assigned without prior written approval of the Owner. The Engineer shall require subcontracts to conform to the applicable terms of this Contract and include provisions which require subcontractor compliance with Owner's Rules. ARTICLE 23 - THIRD PARTY RIGHTS Nothing herein shall be construed to give any rights or benefits to anyone other than Owner and Engineer. Con IN WITNESS WHEREOF, the parties have executed this Agreement. CITY OF LUBBOCK, TEXAS APPROVED AS TO CONTENT: M it= Ld Mars a Reed, P.E. arc cD ugal. Storm Water Engineer Mayor APPROVED TO • ' D: r Attorney of Counsel Attest Rebe ca Garza City Secretary PARKHILL SMITH & COOPER, INC. By: Attest 44W / / �14� r C. Clayton Y ger, P.E. Robert P. McMillen, P.E. President Corporate Associate ATTACHMENT A TO AGREEMENT FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: Engineering Services for Drainage Feasibility Study for Maxey Park and update Master Drainage Plan for Northwest Lubbock Drainage Planning Area. A DESCRIPTION OF SCOPE OF SERVICES The scope of services for this project is as follows: Work will not proceed until Owner has authorized Engineer in writing to proceed. I. BASIC SERVICES A. BASIC SERVICES: Basic services as defined by the tasks and man-hours in Exhibit A-1. The tasks are further defined as follows: I. Data Aquisition: l . Miscellaneous study area site visits and field reconnaissance. 2. Survey QA/QC. Some survey work will be necessary, especially for the northwest area and the proposed test holes and monitor well at the 29th Drive playa (Playa 42). 3. Obtain 1988 datum contour maps from City. City to provide on CDs (primarily because of time involved to download via internet directly because of the large file sizes). 4. Obtain latest generation aerial photography matched to 1988 datum contour maps to cover study areas. City to provide on CDs (primarily because of time involved to download via internet directly because of the large file sizes). (Area bounded by Indiana Avenue to west of Inler Avenue, and 19`i' Street north to US 84, plus contributing lakes upstream of Inler Avenue for system north of Playa System A to US 84, plus watershed areas for Maxey Park to Tech Terrace). 5. Obtain flood insurance study (FIS) data (if available). Much of the 2002 FIS was simple transference of the 1982 effective study graphics to the new mapping. Also, some of the FIS areas continue to use "approximate methods" that are insufficient to the purpose of this study. Work maps might no longer be available, and much of the original data used for the 1982 FIS was in software no longer supported. 6. Research PSC archives for pertinent still available data. 7. Obtain City water and sewer utility data for additional reach lengths under consideration. City to provide. 8. For all systems and analyses, use existing available data to the extent professionally feasible. Existing data can be spot checked for feasibility of use from a professional standpoint for the intended objectives. Existing data accuracy does not have to exactly match spot check results. Permissible to use effective 1929 datum data by converting to 1988 datum with conversion factors. A-1 9. Some records might exist that might be on the City datum (which is not a mean sea level datum). Conversions to sea level datum might have to be performed by applying a conversion factor. U. Playa System D (Maxey Park): Existing Data Analyses and Set-up 10. Playa lakes upstream of Lake 41 show to be non-contributing according to the 2002 FIS study. 11. This is a dual outfall system — one outfall to Brazos River from Maxey/Tech Terrace outlets near wastewater plant, an additional separate outfall to Brazos River from Stumpy Hamilton/Mose Hood outlets near 26th Street. Study limits stop at Tech Terrace overflow section. 12. Retrieve from prior study elevation -storage -overflow discharge relationships for Playa 41, 42, Maxey Park, Tech Terrace, 44, and 45. 12.1. Prepare conversions to 1988 datum. Spot check 1929 datum contour maps against 1988 datum contour maps for reasonable correlation. 13. Retrieve and use model parameters for Maxey Park/Tech Terrace storm sewer outfall from prior study. Prepare conversions to 1988 datum. 14. Develop overland flow and overflow cross sections for System D, generalized cross sections from contour maps or useable FIS data. Use prior study cross sections where applicable. 15. Develop drainage areas for playa system study limits. Use prior study data where applicable. 16. Develop fully -urbanized runoff curve numbers for study limits. Use prior study data where applicable. 17. Develop time of concentration runoff parameters. Use prior study data where applicable. 18. Perform take volumetric analyses. Use prior study data where applicable. 19. Use applicable, archived data from the 2005 Maxey Park Feasibility Sudy. Note that this study does not cover all lakes in System D, nor the Marsha Sharp Freeway and Mose Hood systems' lakes and outfalls, nor the existing Indiana Avenue storm sewer. 2005 data essentially stop at the Tech Terrace playa overflow section. 20. Maxey Park and Tech Terrace Oulfall 20.1. Computer simulation analytical set-up with data for existing configuration. Use data from prior study, convert to 1988 datum. Compare 1929 datum to 1988 datum contours for reasonable correlation. 20.2. Prepare approximate profile of existing storm sewer versus ground line. The ground line dictates ultimate maximum achievable hydraulic grade line, and thus maximum achievable flow rate. 20.3. Run existing configuration simulations for 24-hour storm events (10-year, 25-year, 50-year, 100-year, and 500-year). 20.4. Compare with available FIS data for reasonableness and correlation. 20.5. Check hydraulic grade lines for flow capacity feasibility. 20.6. Check for reasonableness of peak discharge versus hydraulic grade line capability. If not reasonable, adjust interception rates for inlets and re- analyze. 20.7. These simulations will form the comparison existing base condition results, 1988 datum. A-2 III. Playa System D (Maxey Park): Volumetric Feasibility Analyses and Set-up, Increased Storage at Lake 42 21. Develop elevation -storage -discharge relationship for Lake 42 (29th Drive) to contain its 10-year, 25-year, 50-year, 100-year, and 500-year 24-hour runoff volume and inflow from upstream. 22. Perform revised playa system volumetric storage analyses, evaluate overflow volume reduction benefit to Maxey Park. 23. Analyze for practicality of volume retention for available land area and practical excavation depth. City to provide information on land area limits to be used. 24. Select maximum retention event for the available land area. 25. Revise base computer model to include Lake 42 additional maximum retention storage. 26. Perform simulations for 24-hour events (10-, 25-, 50-, 100-, 500-year). Use 70 percent of a two-inch rain as water volume in storage of a dry lake prior to simulations. 27. Analyze city utility, photo, and contour maps for potential pipe route to Maxey Park (constant level control 24-inch diameter, plus or minus, pipe). 28. Analysis for best practical route. Take into account existing right-of-way, existing city infrastructure, and proposed Marsha Sharp Freeway infrastructure. (railroad has been removed). 29. Develop ground profile for route, tentative storm sewer invert profile. 30. Develop and input potential storm drain model parameters such as slope, junction losses, etc. 31. Develop inlet characteristics. 32. Perform simulations for 24-hour events (10-, 25-, 50-, 100-, 500-year) with 24- inch water -level -control storm sewer in place. 33. Analyze for Zone A or Zone AE structures benefiting from additional Lake 42 storage, no new outfalls from lakes. (Note: current 2002 FIS maps show Zone X outside of Zone A and Zone AE areas, therefore it isn't likely that there will be benefittremoval of structures from Zone X category. 500-year analysis is primarily for overflow reaches evaluations). 34. Analyze hydraulic grade line for adverse, undesirable or unreasonable results, and excessive head. 35. Analyze for water level control adverse effects at Maxey Park under existing conditions at Maxey Park (i.e., no new outfall from maxey Park). 36. Develop opinion of probable cost for maximum -retention -for -land -area concept. IV. Playa System D (Maxey Park): Outfall East Feasibility Analyses 37. A specific outfall eastward from Maxey Park will not be studied unless directed by the Storm Water Engineer. If so directed, then the tasks and man-hours associated with the Outfall North Feasibility listed below will be applied to the Outfall East Feasibility analysis. If the Outfall East Feasibility analysis is directed, then the Outfall North Feasibility analysis will be deleted. The Storm Water Engineer shall notify the Engineer, prior to initiation of the work, which route is to be studied. A-3 V. Playa System D (Maxey Park): Outfall North Feasibility Analyses and Set-up (Part I) 38. Analyze city utility maps, photos and contour maps for potential routes northward to Yellowhouse Draw, most likely east to Indiana Avenue, then north to draw. There is an existing storm sewer in Indiana that will have to be considered for clearances, or incorporation into a new outfall. If Indiana route is not physically feasible, look at Quaker Avenue route north to Erskine, then east to Indiana, then north to draw (or vice versa in priority considering northwest area). 39. Analysis for best practical route. Take into account existing right-of-way, existing city infrastructure, Marsha Sharp Freeway infrastructure, TTU infrastructure, and railroad infrastructure. Note that Marsha Sharp Freeway is a depressed section through the TTU campus, with an underlying trunk storm sewer. At Quaker, Marsha Sharp Freeway is expected to be elevated above ground line, with an underlying storm sewer. Railroad infrastructure will be at US 84 since the railroad adjacent to Marsha Sharp Freeway has been removed. 40. Develop ground profile for route, tentative storm sewer invert profile. 41. Develop and input potential storm drain model parameters such as slope, junction losses, etc. 42. Develop inlet characteristics per each pipe size trial. Use inlet characteristics from outfall-east analysis if still applicable. From preliminary grade review, inlet may be restricted to culvert -type flared headwall with invert at permanent water surface elevation at Maxey. Grades to north could be marginal. 43. Develop and run iterative trials for providing 25-year protection at Maxey, size outfall with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with and without maximum Lake 42 retention. 44. Develop and run effects from the 10-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. 45. Develop and run effects from the 50-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. 46. Develop and run effects from the 100-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. 47. Develop and run effects from the 500-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. 48. Analyze hydraulic grade lines for adverse, undesirable, or unreasonable results and excessive head. 49. Develop opinions of probable cost (estimate four permutations). 50. Analyze for structures benefiting (estimate four permutations), Maxey Park and Tech Terrace, 100-year. A-4 VI. Playa System D (Maxey Park): Outfall North Feasibility Analyses and Set-up (Part II) 51. Retain Maxey Park outfall route and grade from Part I above, whether in Indiana Avenue or Quaker Avenue. 52. Analysis for best practical lateral routes in northwest area for lake level controls Take into account existing and proposed right-of-way, existing city infrastructure, and existing TxDOT Loop 289 infrastructure. 53. Develop ground profiles for routes, tentative storm sewer invert profiles. 54. Develop and input potential storm drain model parameters such as slope, junction losses, etc. 55. Develop System C inlet characteristics per each pipe size trial. Maintain congruity with Part I data regarding Maxey Park and System D. (Note: One or two lakes in System B might be included for lake level control). 56. Develop and run iterative trials for providing 25-year protection at Maxey, size outfall with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with and without maximum Lake 42 retention. Northwest lake level control storm sewer for all iterations. Same trials with and without surface overflow interception on Erskine between Quaker Avenue and Indiana Avenue. 57. Develop and run effects from the 10-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. Northwest lake level control storm sewer for all iterations. Same trials with and without surface overflow interception on Erskine between Quaker Avenue and Indiana Avenue. 58. Develop and run effects from the 50-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. Northwest lake level control storm sewer for all iterations. Same trials with and without surface overflow interception on Erskine between Quaker Avenue and Indiana Avenue. 59. Develop and run effects from the 100-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. Northwest lake level control storm sewer for all iterations. Same trials with and without surface overflow interception on Erskine between Quaker Avenue and Indiana Avenue. 60. Develop and run effects from the 500-year event at protection at Maxey Park, with and without Lake 42 maximum retention, with and without water level control from Lake 42 in place with maximum retention. Northwest lake level control storm sewer for all iterations. Same trials with and without surface overflow interception on Erskine between Quaker Avenue and Indiana Avenue. 61. Analyze hydraulic grade lines for adverse, undesirable, or unreasonable results, and excessive head. 62. Develop opinions of probable cost (five permutations). 63. Analyze for structures benefiting (five permutations), Maxey Park and Tech Terrace, 100-year. VII. Playa System D Quaker Avenue 64. Runoff flow in Quaker Avenue from 50th Street north to Maxey Park. 34th Street to Maxey Park has grade. 50th Street to 34th Street is fairly flat causing deeper flow. 65. Develop drainage subarea(s) for this reach of study. EW 66. Develop runoff curve number for subarea(s). 67. Develop time(s) of concentration for subarea(s). 68. Develop ground profile at center of Quaker Avenue for use in concepts. Develop gutter line profile estimated at 1.3 feet below crown. 69. Prepare open channel cross sections of Quaker Avenue. 70. Prepare and format open channel simulation model for existing conditions. 71. Prepare and format existing storm sewer, account for exsiting storm sewer interception. 72. Calculate peak discharges at discrete locations along study reach. Calculate 10-, 25-, 50-, and 100-year 24-hour event discharges. 73. Computer model simulations for the return storm events, open channel. 74. Analyze water surface profiles versus top of curb and finish floors. Estimate structures affected, 50- and 100-year. This forms the "no action" comparison condition. 75. Storm Sewer Interception Concept 75.1. Develop invert profile and grade for proposed storm sewer. 75.2. Develop storm sewer parameters. 75.3. Develop concept for interception of street flow. 75.4. Prepare computer model simulations. 75.5. Iterative analyses for determining storm sewer size to contain 100-year discharge to below low floor or top of curb elevation using combination of street surface flow and storm sewer subsurface flow. Account for the capacity of the existing Quaker Avenue storm sewer if it is not being replaced. 75.6. Analyze hydraulic grade lines for adverse, undesirable, or unreasonable results, and excessive head. 75.7. Develop opinions of probable cost (five to six permutations), 100-year. 75.8. Analyze for structures benefiting along Quaker Avenue (five to six permutations). 76. Center Channel Concept (i.e., Quaker Avenue becomes a divided boulevard with median culvert crossovers, ala' Wichita Falls'KempBoulevard) 76.1. Use discrete point discharges to Quaker Avenue from above analyses. 76.2. Develop concept for getting runoff water to channel. 76.3. Prepare channel invert profile. 76.4. Prepare computer model simulations. 76.5. Iterative analyses for channel size to convey discharge with hydraulic grade line below top of curb elevation (depending on alteration of street section for construction and function logistics.). 76.6. Develop opinion of probable cost. 76.7. Structures benefiting will be 100 percent of those previously impacted by Quaker Avenue flow (also determine whether structures benefiting are equal to, or lesser than, structures removed to accommodate improvements). 77. Side Channels Concept (Parallel Channels each side of Quaker Avenue) 77.1. Develop subareas to discrete points for each side of Quaker Avenue. 77.2. Develop runoff curve numbers to discrete points. 77.3. Develop times of concentration to discrete points. 77.4. Develop discrete point discharges to each side of Quaker Avenue. 77.5. Develop concept for street crossings at channels. A-6 77.6. Develop concept for cross -over of flow from west to east side of Quaker for discharge to Maxey Park. 77.7. Prepare gutter elevation profiles each side of Quaker Avenue. 77.8. Prepare channel invert profiles. 77.9. Prepare computer model simulations. 77.10. Iterative analyses for channel size to convey discharge with hydraulic grade line below top of curb elevation (depending on alteration of street section for construction and function logistics.). 10-, 25-, 50-, and 100- year discharges below gutter (top of curb) elevation. 77.11. Check 10-, 25-, 50- year channel sizes against 100-year discharge for hydraulic grade line below top of curb or adjacent low floor. 77.12. Develop opinions of probable cost. 77.13. Analyze for structures benefiting (also determine whether structures benefiting are equal to, or lesser than, structures removed to accommodate improvements). VIII. Northwest Lakes Planning Area 78. Entire Northwest Area for study purposes is the area bounded by FM 179 (Inler Avenue), Indiana Avenue, US 84, and 19th Street. The study emphasis is to be on Systems A, B, and C. Areas west of Inler might have to be accommodated to account for inflow. Some area closer to US 84 might lie north of Playa System A, but include in study. Much of the area closest to US 84 lies outside of previous studies, and approaches the southeast quadrant of the City of Shallowater where FM 179 and US 84 intersect. The Northwest Lakes Planning Area is primarily Systems B and C and how they interrelate to a Maxey North or an independent storm sewer system. The Northwest Master Drainage Plan Area is Playa Systems A, B, C and the Clovis Highway South boundaries. There may be some overlap between the two. 79. Master Drainage Plan stops at 1982 FIS information boundary, extends west of Inler Avenue (FM 179) but does not have any data north of Playa System A. 80. Clovis Highway South Area 80.1. This region has about 18 playa lakes that lie in an area bounded by the Clovis Highway on the north, Playa System A watershed boundary on the east and south, and approximately 3 miles west of FM 179 (Inler Avenue). 80.2. The local West Texas and Lubbock Railway relocation affects this area, and the relocation is not reflected on available contour maps. 80.3. Develop elevation -storage data for approximately 18 lakes. 80.4. Develop discharge relationships for overflow from lakes. 80.5. Develop overflow path cross sections from contour maps for overflow reaches from current data. (Note that railroad relocation and Frankford Avenue TxDOT widening need to be accounted). 80.6. Account for hydraulic structures through BNSF railroad embankment that lies parallel to Clovis Highway. 80.7. Estimate tailwater conditions from 2002 FIS congruency of Zone A to available contour maps (i.e., conversion to 1988 datum and same approximate floodplain outline). 80.8. Delineate lake drainage areas. 80.9. Develop runoff curve numbers, incorporate new development, if any, and projected urbanized conditions. 80.10. Develop times of concentration, urbanized conditions. A-7 80.11. Analytical computer model set-up and refinement for hydrologic routing. 80.12. Analyses for 10-, 25-, 50-, 100- , and 500-year return events. 80.13. Check results for reasonableness. 80.14. Check open channel overflow analyses for hydraulic grade line excursions. 80.15. Summarize results, identify problem areas. 80.16. For overflow lakes and paths, analyze for improved overflow path, 100- year. 80.17. No opinions of probable cost. Akin to the Master Drainage Plan type of planning. 81. Playa System A 81.1. Retrieve from prior study elevation -storage -overflow discharge relationships for Playas 49, 50, 109, 110, 111, 112, 113, 151, 152, 154, 155. Also retrieve drainage area, curve number, and time of concentration data. Perform conversions to 1988 datum. Spot check 1929 datum contour maps against 1988 datum contour maps for reasonable correlation. 81.2. The local West Texas and Lubbock Railway relocation affects this area, and the relocation is not reflected on available contour maps. 81.3. Develop overflow path cross sections for overflow reaches from current data. (Note that railroad relocation and Frankford Avenue TxDOT widening need to be accounted). 81.4. Delineate lake drainage areas. 81.5. Develop runoff curve numbers, incorporate new development and projected urbanized conditions. 81.6. Develop times of concentration, new development and projected urbanized conditions. 81.7. Analytical computer model set-up and refinement for hydrologic routing. 81.8. Analyses for 10-, 25-, 50-, 100- , and 500-year return events. 81.9. Check results for reasonableness. 81.10. Check open channel overflow analyses for hydraulic grade line excursions. 81.11. Summarize results, identify problem areas. 81.12. For overflow lakes and paths, analyze for improved overflow path. 81.13. No opinions of probable cost. Akin to the Master Drainage Plan type of planning. 82. Playa System B 82.1. Retrieve from prior study elevation -storage -overflow discharge relationships for Playas 107, 108, 147C, 147D, 148, 149, 150, 167, 167A, and 167B. Also retrieve drainage area, curve number, and time of concentration data. Perform conversions to 1988 datum. Spot check 1929 datum contour maps against 1988 datum contour maps for reasonable correlation. 82.2. Develop elevation -storage data for lakes 48, 51, 106. 82.3. Develop lake overflow discharge relationships. 82.4. Develop drainage areas. 82.5. Develop runoff curve numbers, incorporate new development and projected urbanized condition. 82.6. Develop times of concentration, urbanized condition. 82.7. Review drainage structures at Loop 289 and Clovis highway. 82.8. Develop overflow cross sections between playa lakes. Use existing planning data as available and applicable. 82.9. The local West Texas and Lubbock Railway relocation affects this system, and the relocation is not reflected on available contour maps. 82.10. Develop overflow path cross sections for overflow reaches from current data. (Note that railroad relocation and Frankford Avenue TxDOT widening need to be accounted). 82.11. Refine playa lake overflow discharge relationships. 82.12. Refine overflow path cross sections. 82.13. Define most likely overflow path, check against FIS. 82.14. Identify problem areas. 82.15. Account for overflow from Playa System C that shows to reach Playa 51. 82.16. Account for potential water level control for Lakes 48 and 51 as part of the analyses that combine with Playa System C. May need to model System B and System C into one model if feasible. 82.17. Analytical set-up for storm sewer, coordinate with Maxey North outfall above (lakes 48 & 51). 82.18. Analyses for water level control at Lakes 48 and 51. Coordinate with Maxey North outfall above and Playa System C below. 83. Playa System C 83.1. Develop elevation storage data for Playas 46, 47, 52, 53, 71, 105. FIS 2002 study does not show any inflows from upstream lakes to Lake 105, however there is a small lake (call it 105A) that will overflow to Lake 105. Analyze this small lake to determine whether 105A should be treated separately or its drainage area lumped into Lake 105. 83.2. Develop lake overflow discharge relationships. 83.3. Develop drainage areas. Incorporate new development and projected remaining urbanization. 83.4. Establish base line conditions, compare with FIS for correlation. 83.4.1. Use FIS runoff curve numbers, existing conditions (if available). 83.4.2. Use FIS times of concentration, existing conditions (if available). 83.4.3. Analytical data set-up for computer models. 83.4.4. Analytical model runs for 10-, 25-, 50-, 100-, and 500-year return periods. 83.5. Establish future no -action conditions 83.5.1. Develop runoff curve numbers, incorporate new development and projected urbanized condition. 83.5.2. Develop times of concentration, urbanized condition. 83.5.3. Review drainage structures at Loop 289 and Frankford, Loop 289 at Lake 47, Quaker Avenue underpass. 83.5.4. Develop overflow cross sections between playa lakes. Use existing planning data as available and applicable. 83.5.5. Review new and planned development in playa system, refine if necessary. 83.5.6. Future no -action analytical data set-up and refinement for computer models. 83.5.7. Future no -action analytical model runs for 10-, 25-, 50-, 100- and 500-year return periods. 83.6. Evaluate physical feasibility for lake level control via storm sewer outfall to Yellowhouse Draw, coordinate with two lakes in System B above. A-9 83.7. Dependent on whether Maxey North outfall is in Indiana Avenue, or Quaker Avenue, evaluate interception of playa overflow on Erskine between Quaker and Indiana Avenues. 83.8. If Maxey North outfall not feasible, evaluate playa lake level control with independent subsurface system. 83.8.1. Analyze for most probable route to Draw (or to Maxey north outfall) using available aerial photos and contour maps taking into account existing city utility infrastructure, available right-of- way, TxDOT infrastructure at US 84, and BNSF railroad infrastructure. 83.8.2. Plot ground profile. 83.8.3. Establish invert grade for storm sewer network. 83.8.4. Analytical data set-up and refinement for computer models. 83.8.5. Analytical model runs for 10-, 25-, 50-, 100-, and 500-year return periods. Iterative trial and error analyses to establish storm drain sizes. 83.8.6. Analyze hydraulic grade lines for adverse, undesirable, or unreasonable results, and excessive head. 83.8.7. Develop opinions of probable cost (estimate four permutations). 83.9. Evaluate playa lake parameters used in FIS (in particular 70% of 2-inch rain in storage). 83.10. Review grades at Playa System C lakes. Evaluate feasibility of lake drainage/level control by storm sewer. 83.10.1. Retain elevation -storage data and overflow information from above. 83.10.2. Retain urbanized runoff curve number, time of concentration from above. 83.10.3. Plot ground profile from Lake 71 to Maxey North trunk line (or if Maxey North trunk line is not feasible, then to independent storm sewer for System Q. Pick up other lakes in System C. 4 Coordinate picking up two lakes in System B from above. 83.10.4. Prepare data for model simulations. 83.10.5. Analytical model runs for the 10-, 25-, 50-, 100-, and 500-year return periods. Iterative trial and error analyses to establish storm drain sizes. No overflow is the objective at each storm event for each lake. 83.10.6. Analyze hydraulic grade lines for adverse, undesirable, or unreasonable results, and excessive head. 83.10.7. Analyze downstream effects in overflow reaches (can downstream interception be reduced or eliminated from eliminating System C overflow except for Lake 105? Can a small water level control storm sewer run be achieved at Lake 105?). 83.10.8. Evaluate and propose improvements for overflow conveyance from Playa 47 along the Loop 289 frontage road reach to existing US 84 structure. 83.10.8.1. Evaluate overflow rates from Playa 47 to Playa 51 83.10.8.2. Evaluate local instantaneous peak flow rates in the reach from Playa 47 to Playa 51 A-10 83.10.8.3. Evaluate surface conveyance along this reach to US 84. 83.10.8.4. Propose potential improvements, if any. 83.10.9. Prepare opinions of cost (allow for six permutations), Loop 289 overflow reach from Playa 47 to US 84 inclusive. 84. Playa 71 (4th Street WalMart Lake)(Part I, Level Control) 84.1. Retain elevation -storage data and overflow information from above. 84.2. Retain urbanized runoff curve number, time of concentration from above. 84.3. Plot ground profile from Lake 71 to Maxey North trunk line (or if Maxey North trunk line is not feasible, then to independent storm sewer for System Q. This is a Lake 71 only concept, no other playas as in item above. 84.4. Plot invert profile for potential storm sewer, may be able to use profile from above work. 84.5. Prepare data for model simulations. 84.6. Analytical model runs for the 10-, 25-, 50-, 100-, and 500-year return periods. Iterative trial and error analyses to establish storm drain sizes. No overflow is the objective at each storm event. 84.7. Analyze hydraulic grade lines for adverse, undesirable, or unreasonable results, and excessive head. 84.8. Analyze downstream effects in over flow reaches (can downstream interception be reduced or eliminated from eliminating Lake 71 overflow?). 84.9. Develop opinions of probable cost (allow for four permutations). 85. Playa 71 (4th Street WalMart Lake)(Part II, Storage Increase) 85.1. Retain elevation -storage data and overflow information from above. 85.2. Retain urbanized runoff curve number, time of concentration from above. 85.3. Plot available area south of Wal-Mart store for increased storage excavation.. This is a Lake 71 only concept, no other playas improvements as in item above. 85.4. Plot maximum storage excavation achievable within ground area available. 85.5. Prepare data for model simulations. 85.6. Analytical model runs for the 10-, 25-, 50-, 100-, and 500-year return periods. 85.7. Evaluate overflow at 4th Street relative to future no -action overflow comparison from above. 85.8. Analyze downstream effects in over flow reaches (can Lake 71 increased storage reduce downstream effects of Lake 71 overflow?). 85.9. Develop opinions of probable cost (allow for one maximized storage permutation). IX. Surveying 86. Surveying for elevation confirmation closer than what contour maps show, ties to TxDOT plan elevations and structures, utility checks, tie-in Lake 42 test holes and monitor well, approximate finish floors, etc. as determined necessary by the Engineer. A-11 X. Geotechnical 87. Two test holes to red bed at bottom of aquifer, soil tests and classifications. Lake 42 locale. 88. One monitor well at Lake 42 locale. Extend to aquifer red bed, surface steel locking casing.. XI. Agency Coordination 89. Prepare and send initial contact and review letters to: 89.1. U.S. Army Corps of Engineers 89.2. Texas Historical (or Antiquities) Commission 89.3. Texas Parks and Wildlife 89.4. U.S. Fish and Wildlife Service 89.5. Texas Department of Transportation, Lubbock District 89.6. U.S. Environmental Protection Agency, Region 6 (unless TCEQ has attained NPDES permitting authority for storm waters) 89.7. Texas Commission on Environmental Quality (Water Rights Permitting and Storm Water Permits Sections) 89.8. Federal Emergency Management Agency, Region 6 90. More than one set of contact letters might be required depending on separation of the study areas planned improvements for Maxey Park and Northwest .Lakes Planning Area. XII. Environmental Records Search 91. Research on-line TCEQ records for reported environmental sites. 92. Evaluate site impacts on proposed improvements. XIII. Public Meetings 93. One public meeting primarily regarding Maxey Park. It is anticipated that this will be a combination Maxey Park and Northwest Lakes Planning Area public meeting. 94. Prepare meeting exhibits and attend meeting. 95. Coordination meetings with City staff for public meeting preparation. XIV. Report 96. Two reports planned — one for Maxey Park Outfall and Northwest Lakes Planning Area, one for the Northwest Master Drainage Plan area. There might be some overlap in the two reports. Upon agreement between the Engineer and - the Storm Water Engineer, the two reports can be expanded to three reports depending on report coverages. No additional compensation will be made for a third report unless it requires analysis and studies not already performed under Basic Services. 97. Draft reports' texts. 98. Report exhibits and drawings. 99. Supporting documentation. 100. Arrange reproduction. XV. City Council Presentation 101. Three presentations planned. 101.1. One presentation for Maxey Park. 101.2. One presentation for Northwest Lakes Planning Area. A-12 101.3. One presentation for Northwest Master Drainage Planning Area. 102. Prepare three presentations. 103. Attend City Council meetings and present. 104. Coordination meetings with City staff for Council presentations preparations. XVI. Project Progress Coordination Meetings 105. Project progress coordination meetings with City staff. 106. Plan for one -per -month average frequency. 107. Preparation for coordination meetings. XVII. Deliverables 108. Three reports are anticipated for deliverables. This can be reduced to two depending on overlapping report coverages. 108.1. Maxey Park 108.2. Northwest Lakes Planning Area Improvements (Playa Systems A, B, C) 108.3. Northwest Master Drainage Planning Area (updates to Playa Systems A, B, C Master Drainage Plan plus Clovis Highway South Area) 109. Original reproducible hard copy of final report, Maxey Park, Northwest Lakes Planning Area, Northwest Master Drainage Planning Area, 110. Fifteen bound hard copies of each final report. 111. One bound hard copy of technical data support, each. 112. One electronic file copy of final report(s) on compact disc, each. 113. One electronic file copy of report exhibits, if not included in item XIII.155, each. 114. One electronic file copy of PowerPoint presentations, each. 115. One electronic file copy of computer models and supporting technical data, each. XVII. Upon mutual concurrence between the Storm Water Engineer and the Engineer, certain tasks, scope items, and deliverables listed above may be altered, revised, modified, or redirected based on incremental engineering analyses and conclusions, provided no increase in the Council -approved compensation is claimed by the Engineer under Additional Services. B. ADDITIONAL SERVICES At the request of the OWNER, the ENGINEER will provide Additional Services as included herein or upon agreement between OWNER and the ENGINEER defining the extent of such Additional Services and the amount and manner in which ENGINEER will be compensated for such Additional Services. 2. Additional Services may include but are not limited to outside agency coordination as may be beyond that listed in Basic Services. The extent and scope of such services can not be fully defined at this time. 3. Any work requested by the OWNER that is not included in one of the items listed in any other place will be classified as Additional Services. 4. Additional services may be authorized by a notice -to -proceed in writing from the Storm Water Engineer and addressed to the Engineer. A-13 ATTACHMENT B TO AGREEMENT FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: Engineering Services for Drainage Feasibility Study for Maxey Park and update Master Drainage Plan for Northwest Lubbock Drainage Planning Area. COMPENSATION BASIC ENGINEERING SERVICES For these services covered by this Agreement, the Owner agrees to pay the Engineer as follows: A. GENERAL 1. The Engineer will be paid on an hourly rate basis shown in Table B-1 and subcontract personnel services will be billed at cost. Engineer and subcontractor reimbursable expenses will be billed at cost plus 15 percent surcharge. Reimbursable expenses are shown in Table B-1. 2. The Engineer agrees to use its best efforts to perform services as defined herein within the billing limits stated below. 3. It is understood and agreed that the maximum billings of each of the items listed below are based on the start of Services being authorized not later than April 15, 2006. If start of Basic Engineering Services is not authorized by date given, it is understood and agreed that the upper billing limit will be adjusted accordingly by a supplement to this Agreement. 4. Monthly payments shall be made to the Engineer by the Owner based on Engineer's statement. The statement shall be itemized to indicate the amount of work performed and the associated reimbursable expenses and subcontract costs. 5. The uncontested amount of each statement shall be due and payable upon receipt by the Owner. Carrying charges of 1-1/2 percent per month from the billing date shall be due for accounts that are not paid within 60 days after the billing date. 6. The Engineer shall keep records on the basis of generally accepted accounting practices of costs and expenses and which records shall be available for inspection by Owner during normal business hours. 7. The Engineer shall provide adequate resources to complete the services described herein within 15 calendar months of the date of the Owner's notice -to -proceed. The attached schedule can be adjusted based on the actual date of the Owner's notice -to - proceed. ffm B. BASIC ENGINEERING SERVICES 1. The maximum billed for Basic Engineering Services including personnel services and reimbursable expenses for the Engineer and Subcontractors is shown as follows: Parkhill, Smith & Cooper, Inc. Hugo Reed and Associates, Inc. Surveying Geotechnical Monitoring Wells Basic Personnel Services $ 396,300.00 $ 312,667.00 TOTAL BASIC ENGINEERING DESIGN SERVICES NOT TO EXCEED C. Basic Reimbursable Expenses $ 13,976.00 $ 9,358.00 $ 46,170.00 $ 13,306.00 $ 7,876.00 $ 799,653.00 2. The Engineer shall start the performance of the Basic Design Services within ten (10) days of receipt of notice to proceed and will complete the Basic Design Services within 15 months of the date of the notice to proceed. A schedule for Basic Engineering Services is attached. ADDITIONAL SERVICES Additional services must be authorized in writing by the Owner. 1. The maximum billed for Additional Services will be determined by mutual consent before the Additional Services are authorized by the Owner. 2. The Engineer shall start the performance of the authorized Additional Services within ten (10 days of the receipt of notice to proceed and will complete the Additional Services within the time period determined by mutual consent before the Additional Services are authorized by the Owner. MW TABLE B-1 PERSONNEL SERVICE RATES TO AGREEMENT CITY OF LUBBOCK, TEXAS AND PARKHILL, SMITH & COOPER, INC. FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: Drainage Feasibility Study for Maxey Park and Update Master Drainage Plan for Northwest Lubbock Drainage Planning Area COMPENSATION RATES Hourly fees listed herein will apply: A. Personnel Services Parkhill, Smith & Cooper, Inc. Cateaory of Personnel Rates ($/HR Principal -in -Charge $ 147.00 Project Manager $ 125.00 Senior Professional Engineer $ 114.00 Professional Engineer $ 96.00 Engineer -in -Training $ 81.00 Technician or Designer $ 73.00 Drafter/CADD Operator $ 66.00 Clerical $ 34.00 Hugo Reed and Associates Category of Personnel Rates ($/HR) Principal -in -Charge or Officer $ 126.00 Project Manager $ 121.00 Senior Engineer $ 110.00 Professional Land Surveyor $ 110.00 Professional Engineer $ 99.00 Engineer -in -Training $ 84.00 Technician/Designer $ 74.00 Drafter/CADD Operator $ 74.00 Clerical $ 40.00 NEW B. Reimbursable Expenses The following expenses are reimbursable: 1. Travel, subsistence and incidental costs. 2. Use of motor vehicles on a monthly basis for assigned vehicles and on a current mileage basis or rental cost basis for vehicles used for short periods. 3. Telegraph costs, long distance telephone costs, cellular telephone costs, and project "onsite" telephone costs. 4. Reproduction of reports, drawings and specifications 5. Postage and shipping charges for project -related materials. 6. Computer time charges, including program use charges. 7. Rental charges for use of equipment. 8. Cost of acquiring any other materials or services specifically for and applicable to only this project. ATTACHMENT C TO AGREEMENT FOR ENGINEERING SERVICES Owner: City of Lubbock, Texas Project: Drainage Feasibility Study for Maxey Park and Update Master Drainage Plan for Northwest Lubbock Drainage Planning Area OWNER'S RESPONSIBILITIES The Owner will furnish, as required by the work and not at the expense of the Engineer, the following items: 1. Access to all maps, drawings, reports, records, audits, annual reports and other data that are available in the files of the Owner and which may be useful in the work involved under this Contract. 2. Secure permission to enter upon public and private property when required in performance of the Engineer's services. 3. Access to existing property, boundary, easement, right-of-way, utility surveys and property descriptions. 4. Full disclosure regarding the Project. 5. A Project Manager fully acquainted with the Project who has authority to approve changes in the Project within the delegated authority of the Project Manager, render decisions promptly, and furnish information in a reasonable time frame. It is recognized that certain changes or decisions will require City Manager and/or City Council approval. 6. Pay all costs for advertising and reproduction incident to advertising public meetings except for those public meetings advertisements which the Engineer is obligated to perform under Basic or authorized Supplemental Services. 7. Examine all studies, reports, sketches, drawings, specifications, proposals and other documents presented by Engineer, obtain advice of an attorney, insurance counselor and other consultants as Owner deems appropriate for such examination, and render in writing decisions pertaining thereto within a reasonable time so as not to delay the services of Engineer. 8. Provide such legal accounting, independent cost estimating and insurance counseling services as may be required for the Project and such auditing services as Owner may require to ascertain how or for what purpose any contractor has used the monies paid to him under the construction contract. 9. Give prompt written notice to Engineer whenever Owner observes or otherwise becomes aware of any defect in the Project. C - 1 10. Cooperate with Engineer in securing preliminary approvals and consensus from the governmental authorities having jurisdiction over the Project and such approvals and consents from others as may be necessary for completion of the Project. 11. Furnish, or direct Engineer to provide, necessary Supplemental Services as stipulated in Attachment A of this Agreement or other services as required. 12. Bear all costs incident to compliance with the requirements of this Attachment C. C - 2 EXHIBIT A-1 BASIC ENGINEERING SERVICES TASKING, MAN-HOURS, REIMBURSABLES, AND SUBCONTRACTORS CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xls EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 P12 PSC 1. Miscellaneous Site Visits, field reconaissance 24 24 60 $5,748 HRA 24 24 60 $5,844 PSC 2. Survey OA/OC on requested information and determine 12 14 14 40 $3,978 HRA additional surveying needs. Coord. with surveyors 14 14 28 $2,562 PSC 3. Obtain 1988 datum contour maps from City. City to 1 1 $96 HRA provide on CD. 0 $0 PSC 14. Obtain latest generation aerial photography matched to 1 1 $96 HRA 1988 datum contour maps. City to provide on CD. 0 $0 PSC 15. Obtain applicable FIS data if available 2 2 $250 HRA 2 2 $242 PSC 6. Research PSC and HRA archives for applicable, useable 8 12 12 32 $3,124 HRA data 121 12 24 $2,196 PSC 7. Obtain city water and sewer utility maps for outfall routes 2 2 $192 HRA City to provide 0 $0 PSC 8. Use existing data to the extent professionally 0 $0 HRA I feasible 0 $0 PSC Some records might be on City datum that requires 0 $0 HRA 19, conversions to sea level datum 0 $0 Use 1988 datum for study data and analyses PSC 110. Reserved 0 $0 HRA 0 $0 PSC 111. Reserved 0 $0 HRA 0 $0 m VA c �,.. ' h M., 1. Retrieve prior study elevation-storage-overhow discharge PSC 1 1 $96 HRA relationships for Lakes 41,42,Maxey, Tech Terr, 44, 45 1 1 $99 PSC 2. Reserved 0 $0 HRA 1 0 $0 PSC 3. Retrieve and refine parameters from prior study for Maxey 4 4 $384 HRA Park - Tech Terrace existing storm sewer outfall 4 4 $396 PSC 4. Conversions of 1929 NGVD prior study data datum to 1988 2 6 8 16 $1,474 HRA NAVD datum (basic background data) 21 6 8 16 $1,508 Bask Services File: Maxey and NW Drain Study (2) Feb 2006.xis Worksheet 1 1 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prot. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($} PSC $147.00 $126.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 5. Retrieve prior study model parameters and convert to 1 8 9 $893 HRA 1988 datum, Maxey/tech Terrace existing outfall, model inputs 1 2 3 $319 PSC 6. Develop overland flow cross sections, System D 1 1 1 3 $302 HRA L41 to Tech Terrace (use prior cross sections, to 88NAVD) 1 1 1 2 $183 PSC 7. Develop drainage areas, System D L41 to Tech Terrace 1 1 2 $221 HRA I (Use prior study areas) 0 $0 PSC 18. Develop urbanized runoff curve numbers 1 1 2 $221 HRA (Use prior study curve numbers) 0 $0 PSC 19. Perform lake volumetric analyses 4 6 10 $1,076 HRA 1 11 2 $220 PSC 10. Computer simulation analytical setup with data for 1 4 6 11 $1,223 HRA existing configuration 1 1 $126 also correlation check 1929 vs. 1988 datums PSC 11. Prepare approximate profile of existing storm sewer 4 4 12 2 22 $1,988 HRA outtali, existing Maxey/Tech Terrace outfall vs ground line 0 $0 PSG 12. Analytical simulations for 24-hour events, 10-, 25-, 50-, 2 6 12 20 $2,196 HRA 100-, and 500-year (approx. method for street inlets) 1 2 3 $368 PSC 13. Results comparison with effective FIS data and results 4 6 10 $1,076 HRA 4 6 10 $1,078 PSC 14. Check hydraulic grade lines for flow capacity feasibility 1 1 6 8 $707 HRA 0 $0 PSC 15. Check for reasonableness of discharge versus hydraulic 4 4 12 20 $1,856 HRA grade line capability, re -analyze with changed parameters 0 $0 9 results not feasible PSC 16. These simulations form the base line 'existing 0 $0 HRA condition' comparatitive results for the Maxey/TechTerr 0 $0 storm sewer outfall (even though future condition runoff curve numbers might be used) PSC 17. Summarize results, modeled storm events 4 16 20 $2,0 HRA 1 1 p $0 $0 Basic Services File: Maxey and NW Drain Study (2) Feb 2006.xis Worksheet 1 2 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxev and NW Drain Studv (21 Jan 20o6.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proi. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Des' ner Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 18. Reserved 0 $0 HRA 0 $0 PSC 19. Reserved 0 $0 HRA 0 $0 PSC Reserved 0 $0 HRA 120. 0 $0 PSC Reserved 0 $0 HRA 121. 0 $0 mm I %. ffl� PSC 1. Develop elevation -storage -discharge relationship for 1 2 2 6 11 $1,075 HRA Lake 42, contain 10, 25, 50,100, 500 year inflow (5 permutations) 0 $0 PSC 2. Perform revised playa system volumetric; analyses, 2 2 8 12 $1,090 HRA evaluate overflow volume reduction benefit to Maxey Park 0 $0 PSC 13. Analyze for practicality of volume retention for available 2 21 4 8 $928 HRA land area and practical excavation depth, excavation slopes 0 $0 PSC 4. Select maximum retention event for available land area 1 2 3 $317 HRA 0 $0 PSC 5. Revise base computer model to include Lake 42 1 2 3 $317 HRA additional storage 0 $0 PSC 6. Perform simulations for 10, 25, 50. 100, 500 year events 1 4 10 16 31 $2,903 HRA Use 70% of 2-inch rain in storage for initial L42 condition 0 $0 PSC 7. Analyze comparative results with no -action model 2 4 4 10 $958 HRA I I I 1 0 $0 PSC 8. Analyze maps for potential drain -down pipe route from 1 4 4 6 4 19 1 $1.781 HRA L42 to Maxey Park 0 $0 PSC 9. Develop ground profile for pipeline route, invert profile 1 4 8 13 $1,037 HRA 1 1 $121 PSC 10. Develop storm sewer model input parameters 41 4 8 $884 HRA 1 f38s/c Ices 1 1 $121 s File: Maxey and NW Drain Study (2) Feb 2006.xls Worksheet 1 3 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proi. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 11. Develop inlet characteristics for L42 1 2 3 $317 HRA 0 $0 PSC 12. Analytical simulations for 10, 25, 50,100, 500-year 4 4 24 32 $2,828 HRA 24-hour storm events 1 0 $0 PSC 13. Analyze for Zone A or Zone AE structures benefitting 3 4 18 2 27 $2,349 HRA 100-year at Maxey Parts 0 $0 PSC 14. Analyze hydraulic grade line for adverse, undesirable or 2 6 8 $826 HRA unreasonable results, excessive head 0 $0 PSC 15. Analyze for adverse effects at Maxey Park, no new 2 4 6 $634 HRA outtall from Maxey Park. 0 $0 PSC 16. Develop opinion of probable cost for maximum 2 6 8 6 24 $2,110 HRA retention for land area concept. 1 1 1 $121 PSC 117. Reserved 0 $0 HRA 0 $0 PSC 118. Reserved 0 $0 HRA 0 $0 2, PSC I 0 $0 HRA I 1 0 $0 PSC 0 $0 HRA 0 $0 PSC 0 $0 HRA 0 $0 PSC 0 $0 HRA 0 $0 PSC 16, Develop jimmAd and pips inveg pFeliles 0 $0 HRA 0 $0 PSC 16 ItOMWO WIG f0F providing 26 YSaF PF910GOOR at MaNSY 0 $0 HRA 0 $0 PSC 0 $0 HRA GFABRtal IMPFGYMBPAR, 25 VOW GUdall at Maxey 0 $0 PSC 0 $0 HRA 0 $0 Bask Services File: Maxey and NW Drain Study (2) Feb 2006.xls Worksheet 1 4 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xls EXHIBIT A 1 20-Feb-06 01:56 PM Firm Task Prin. Pro). Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSG $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 0 $0 HRA 0 $0 PSC 0 $0 HRA 0 $0 PSC 44 AAalyze hydFaWG grade IiRefoFadver4se, i4ndesirable o 0 $0 HRA UAFQa6QAal328 FSAWNS, SA9666iVe hQaGj 0 $0 PSC 0 $0 HRA 0 $0 PSC 0 $0 HRA --{aertautat+eas) 0 $0 PSC 14. Note: Decision will be made as to going north or east with 0 $0 HRA ouffall. One route will be studied, not both. 0 $0 PSC 15. Direction to be given by City prior to route study. 0 $0 HRA 0 $0 PSC 16. Reserved 0 $0 HRA 0 $0 PSC 17. Reserved 0 $0 HRA 0 $0 PSC 18. Reserved 0 $0 HRA 0 $0 PSC 119. Reserved 0 $0 HRA 0 $0 PSC 120. Reserved 0 $0 HRA 0 $0 1. Analyze maps for potential routes Maxey to Yellowhouse PSC 6 16 18 6 46 $4,140 HRA Draw (north from Maxey Park) 0 $0 PSC 2. Analyze for most practical outfall route 4 6 6 16 $1,562 HRA 0 $0 PSC 3. Develop Storm drain model input parameters 4 4 6 14 $1,532 HRA 1 0 $0 PSC 4. Develop inlet characteristics at Maxey for pipe size trial 2 4 6 $706 HRA 0 $0 PSC 5. Develop ground and pipe invert profiles 2 6 6 14 28 $1,750 HRA Baste ices 0 $0 File: Maxey and NW Drain Study (2) Feb 2006.xis Worksheet 1 5 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxev and NW Drain Studv 12) Jan 2006.xls EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. I Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 6. Iterative trials for providing 25-year protection at Maxey 2 16 24 56 98 $9,134 HRA Park, with and without L42 incremental improvements 0 $0 PSC 7. Analyses for 10-year storm effects, with and without 2 6 6 10 24 $2,430 HRA L42 incremental improvements 0 $0 PSC 8. Analyses for 50-year storm effects, with and without L42 2 6 6 10 24 $2,430 HRA I incremental improvements 0 $0 PSC J9. Analyses for 100-year storm effects, with and without L42 2 6 6 10 24 $2,430 HRA incremental improvements 0 $0 PSC 10. Analyses for 500-year storm effects, with and without L42 2 6 6 10 24 $2,430 HRA incremental improvements 0 $0 PSC I 11. Analyze hydraulic grade line for adverse, undesirable or 4 4 8 $884 HRA unreasonable results, excessive head 0 $0 PSC 12. Analyze for Zone A or Zone AE structures benefitting 1 8 8 16 6 39 $3,607 HRA Maxey Park 1 0 $0 PSC 13. Develop opinions of probable cost 8 28 28 64 $6,460 HRA 0 $0 PSC 14. Reserved 0 $0 HRA 0 $0 15. Reserved 0 $0 0 $0 FPIA ( y� i 1. Retain Maxey North Outfall route from Part I of north 0 $0 HRA route analyses 1 0 $0 PSC 2. Analyze maps for best practical lateral routes in 2 8 16 24 50 $5,062 HRA northwest area for lake level control (System C, part of B) 8 1 8 16 $1,640 PSC $0 HRA --61&a $0 PSC 4 ARaNze ief lake QVOFNGW L14MOOGA Q1 rMWAG b6h.00612A $0 HRA $0 PSC 5. Develop ground and invert profiles for lateral network 4 fm. 8 28 $2,852 HRA 4 4 $484 PSC 6. Develop storm drainage parameters for proposed 1 8 6 15 $1,633 HRA NW lake level control network 1 8 6 15 $1,598 File: Maxey and NW Drain Study (2) Feb 2006.xis Worksheet 1 6 of 10 CITY OF WBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST WBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Studv (21 Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proi. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA ««««<<,c< Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 7. Develop inlet characteristics and parameters for each 2 6 8 $826 HRA trial, maintain congruity with Part I above 1 1 $121 PSC 8. Iterative trials for provkWQ 25-year protection at Maxey 12 12 70 94 $8,322 HRA Park, with and without L42 incremental improvements 4 4 6 14 $1,384 Same trials with and without interception at Quaker -Indiana PSC 9. Develop and run effects for the 10-year event, with and 4 4 36 44 $3,800 HRA without L42 incremental improvements, with and without 4 4 a $880 interception Quaker -Indiana PSC 10. Develop and run effects for the 50-year event, with and 4 4 26 34 $2,990 HRA without L42 incremental improvements, with and without 4 4 8 $880 interception Quaker -Indiana PSC 11. Develop and run effects for the 100-year event, with and 4 4 26 34 $2,990 HRA without L42 incremental improvements, with and without 1 4 4 a $880 interception Quaker -Indiana PSC 12. Develop and run effects for the 500-year event, with and 4 4 26 34 $2,990 HRA without L42 incremental improvements, with and without 4 4 8 $880 interception Quaker -Indiana PSC 13. Analyze hydraulic grade line for adverse, undesirable or 10 16 26 $2,786 HRA unreasonable results, excessive head 0 $0 PSC 14. Analyze for Zone A or Zone AE structures benefitting 2 6 6 26 14 54 $4,650 HRA Maxey Park 2 6 6 14 $1,482 PSC 15. Develop opinions of probable cost 8 24 24 56 $5.680 HRA I 1 0 $0 PSC 16, Reserved 0 $0 HRA 0 $0 PSC 17. Reserved 0 $0 HRA 0 $0 TRK PSC 1. Quaker Avenue Street from 50th Street to Maxey Lake 0 $0 HRA 0 $0 PSC 2. Develop drainage subareas for the study reach 2 4 6 6 18 $1,516 HRA 0 $0 1 PSC 13. Develop runoff curve numbers for the study reach 2 8 8 8 26 $2,1$0 HRA urbanized conditions-T- 0 $0 Basic Services File: Maxey and NW Drain Study (2) Feb 2006.xis Worksheet 1 7 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 20W.xls EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 1 4. Develop times of concentration for the subareas 2 2 4 $354 HRA 0 $0 PSC 15. Develop ground/curb gal;W profile for options 2 2 8 8 20 $1,618 HRA 0 $0 PSC 16. Prepare open channel cross sections of street 2 4 12 12 30 $2,398 HRA 2 2 $242 PSC 17. Prepare open channel simulation model for Quaker 4 4 8 16 $1,532 HRA 0 $0 PSC 8. Format existing storm sewer for simulation 2 4 8 14 $1,282 HRA 0 $0 PSC 9. Calculate subareas 10, 25, 50, 100, 600 year peak 2 2 2 7 13 $1,303 HRA discharges 2 2 $242 PSC 10. Open channel computer simulations for the peak 2 10 28 40 $3,478 HRA I discharges - no action 0 $0 PSC 11. Analyze water surface profiles versus top of curb and 2 4 4 2 12 $1,026 HRA estimated finish floor - no action 0 $0 PSC 12. Reserved 0 $0 HRA 0 $0 PSC 13. Reserved 0 $0 HRA 1 0 $0 PSC 114. Storm Sewer Interception Concept 0 $0 HRA 0 $0 PSG a. Develop invert profile and grade for proposed sewer 4 6 8 18 $1,724 HRA 0 $0 PSC b Develop storm sewer hydraulic parameters 2 4 6 $634 HRA 2 2 $242 PSC c. Develop concept for street flow interception 2 4 8 8 22 $2,210 HRA 2 2 $242 PSC d. Prepare computer model simulations 2 4 16 22 $1,930 HRA 0 $0 PSC 0 $0 HRA 0 $0 PSC I. Iterative analyses for storm sewer sizing 10, 25, 50 4 7 30 41 $3,602 HRA 100 and-690-year discharges below low floor elevation 2 2 $242 combination of storm sewer and surface tow Bask services File: Maxey and NW Drain Study (2) Feb 2006.xis Worksheet 1 8 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA ««<«««< Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC g. Analyze hydraulic grade fines for adverse, undesirable 6 8 8 22 $2,166 HRA or unreasonable results 0 $0 PSC h. Develop opinions of probable cost (estimate We 2 18 24 42 8 94 $8,778 HRA 4e-& four permutations) 1 2 1 1 2 $242 PSC I. Analyze for structures benefitling 100-year 3 8 8 12 12 43 $3,973 HRA interception 0 $0 PSC 15. Center Channel Concept 0 $0 HRA 0 $0 PSG a. Use discrete point discharges from above analysis 0 $0 HRA for Quaker Avenue flow 0 $0 PSC b. Develop concept for getting runoff water to center 2 8 8 6 24 $2,458 HRA channel 1 8 8 6 23 $2,330 PSC c. Prepare channel invert profile 2 2 8 8 20 $1,618 HRA 0 $0 PSG d. Prepare computer model simulations 2 2 8 12 $1,090 HRA 2 2 $242 PSC e. Iterative analyses for channel size to convey discharge 4 12 42 58 $5,054 HRA at top of curb elevation (channel sizing) 0 $0 PSC I. Develop opinion of probable cost (We four permutations) 2 8 28 30 8 2 78 $7,008 HRA 0 $0 PSC g. Determine sb=tures benatitting 100-year flow 2 2 2 6 $604 HRA containment 2 2 $242 PSC 16. Side Channels Concept 0 $0 HRA 0 $0 PSC a. Develop subareas to discrete points either side of 6 6 6 6 24 $2,208 HRA Quaker Avenue (redevelop areas for division of flow) 0 $0 PSC b. Develop runoff curve numbers to discrete points 2 3 16 6 27 $2,230 HRA 1 2 2 $242 PSC c. Develop times of concentration to discrete points I 2 2 2 6 $604 HRA 1 0 $0 PSC d. Develop concepts for street crossings at channels 12 10 20 42 $4,080 HRA 6 1 6 $726 PSC e. Develop concept for cross -over of flow from west to 8 8 16 8 40 $3,592 HRA east to discharge into Maxey Lake 41 1 1 1 4 $484 Basic services File: Maxey and NW Drain Study (2) Feb 2006.xis ' Worksheet 1 9 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 1 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Finn Task Prin. PrOj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CARD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRAA «««««« Rates »»»>»»> $126.00 $121.00 $110.00 $99.00 $84,00 $74.00 $74.00 $40.00 PSC I. Prepare gutter elevation profiles each side of Quaker 2 2 6 6 16 $1.324 HRA 0 $0 PSC g. Prepare channel invert profiles 4 4 12 16 36 $2,912 HRA I 1 0 $0 PSC In. Iterative analyses for channel sizes to convey 2 12 12 48 16 90 $7,890 HRA discharge at or below top of curb elevation 0 $0 10. 25, 50, 100, 500 year analyses PSC I. Check 10, 25, 50 year channel sizes against 100 year 2 8 14 21 12 57 $5,131 HRA channel size and HGL and top of curb, low floor 0 $0 PSC j. Develop opinions of probable cost 10 24 24 6 64 $5,894 HRA 4 4 $484 PSC k. Analyze for structures benefitting 100-year 2 2 2 6 $604 HRA containment 2 2 $242 PSC 14. Reserved 0 $0 HRA 0 $0 PSC 15. Reserved 0 $0 HRA 1 0 $0 PSC 16. Reserved 0 $0 HRA 0 $0 PSC 17. Reserved 0 $0 HRA 0 $0 PSC 18. Reserved 0 $0 HRA 0 $0 ".d�,h;..w:,. ./, uk"L„ ;,r ply ttr <, it ,. 4.'{" AAM9i/ 5'3 47 538 98 692 0 6 1170 0 230 4 2785 PSC 41 422 98 593 0 6 1085 0 224 4 2473 89% HRA 6 116 0 99 0 0 85 0 6 0 312 11% 2785 iY 7777, „� ..,T`.e�"F .:',`a� Totals for Worksheet 1 — Basic Design Services PSC $6.027 $52,750 $11,172 $56,928 $0 $0 $87,885 $0 $14,784 $136 $229,682 88% HRA $756 $14,036 $0 $9101 $0 $0 $7,140 $0 $444 $0 $32,177 12% $261,859 Basle services File: Maxey and NW Drain Study (2) Feb 2006.xls Worksheet 1 10 of 10 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT /M1 20-Feb-06 01:56 PM Firm Task Prin. Prof. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator $1 PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 ' Cey��3e 21 PSC 1. Clovis Highway South Area 0 $0 HRA 0 $0 PSC a. Develop elevation -storage data for approx. 18 lakes 0 $0 HRA 2 81 10 361 24 80 $7,010 PSC b. Develop discharge relationships for lake overflow 0 $0 HRA 1 8 24 36 69 $6,494 PSC c. Develop overflow discharge paths for overflow from 2 2 $250 HRA lakes, account for railroad and Frankford improvements 1 12 16 32 4 65 $6,146 PSC d. Account for US 84 and BNSF railroad drainage 2 2 $250 HRA structures 2 2 4 8 $776 PSC e. Estimate Carryon FIS taihvater affecting planning 0 $0 HRA 1 4 5 $467 PSC f. Delineate lake drainage areas 0 $0 HRA 1 4 18 10 33 $2,862 PSC g. Develop urbanized runoff curve numbers 12 16 24 40 92 $7,620 HRA 0 $0 PSC h. Develop urbanized times of concentration 0 $0 HRA 2 4 10 16 $1,478 PSC i. Analytical models set-up and refinement for hydrologic 4 4 8 $884 HRA routing 2 16 26 32 76 $7,450 PSC j. Analyses for 10, 25, 50, 100 and 500 year events 8 8 $1,000 HRA 12 42 80 1 134 $12,330 PSC k. Check results for reasonableness 1 1 $125 HRA 8 18 26 $2,750 PSC 1. Check open channel overflow analyses for HGL 0 $0 HRA excursions 6 18 1 24 $2,508 PSC m. Summarize results, identify problem areas 0 $0 HRA 8 32 40 $4,136 PSC n. For overflow lakes, analyze for improved overflow 2 2 $250 HRA path, 100 ear with reclaimed lake 16 54 54 124 $11,818 Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 2 1 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xts EXHIBIT X1 20-Feb-06 01:56 PM Firm Task Prin. Pr0j. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC o. No opinions of probable cost, master drainage 0 $0 HRA planning format and approach 0 $0 PSC 2. Playa System A 0 $0 HRA 0 $0 PSC a. Retrieve prior study lake elevation -storage data, 0 $0 HRA I covert to 1988 datum 2 4 4 10 1 20 $1,972 PSC b. Retrieve drainage area and runoff curve number data 1 1 $125 HRA from prior study 1 2 3 $319 PSC c. Develop overflow cross section paths and cross 6 6 $750 HRA secWns, account for Railroad & Frankford improve- 8 16 16 12 52 $4,784 ments PSC d. Develop new curve numbers, incorporate new 4 14 26 16 60 $5,006 HRA development and projected urbanized conditions 1 B 9 $1,094 PSC e. Develop urbanized tines of concentration 0 $0 HRA 2 2 4 8 $776 PSC f. Analytical computer model set-up and refinement 0 $0 HRA for hydrologic routing 1 8 201 29 $3,074 PSC g. Analyses for the 10, 25.50, 100 and 500 year events 0 $0 HRA 16 24 40 80 $7,672 PSC h. Check results for reasonableness 0 $0 HRA 6 8 12 26 $2,526 PSC (. Check open channel overflow analyses for HGL 0 $0 HRA excursiaus 4 8 1 1 12 $1,276 PSC j. Summarize and identify problem areas 0 $0 HRA 4 6 8 18 $1,750 PSC k. For overflow lakes and paths, analyze for improved 0 $0 HRA overflow path.with reclaimed lake, 100 year 18 14 32 10 74 $6,992 PSC I. No opinions of probable cost, master drainage 0 $0 HRA plannrQ format and approach 0 $0 PSC 2. Playa System B 0 $0 HRA 0 $0 Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Wxksheet 2 2 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»>> $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC a. Retrieve prior study lake elevation -storage data, 0 $0 HRA covert to 1988 datum 1 2 12 15 $1,556 PSC b. Develop elevation storage data for lakes 48, 51, 106 0 $0 HRA 2 4 6 12 $1,082 PSC c. Retrieve drainage area and runoff curve number data 1 2 3 $317 HRA I from prior study, check for applicability 11 4 1 1 4 1 9 $813 PSC d. Develop drainage areas 2 2 $250 HRA 2 20 22 $2,222 PSC e. Develop overflow cross section paths and cross 3 3 $375 HRA sections, account for Railroad & Frankford improve- 16 12 12 12 52 $5,020 ments PSC d. Develop new curve numbers, incorporate new 4 24 24 52 $4,388 HRA develcipment and projected urbanized conditions 4 4 $484 PSC e. Develop urbanized tines of concentration 1 4 5 $509 HRA 0 $0 PSC f. Analytical computer model set-up and refinement 0 $0 HRA hydrologic routirg 21 4 20 26 $2,716 PSC g. Review drainage structures at Loop 289 and CbM 0 $0 HRA Highway (from items above) 0 $0 PSC h. Refine playa overflow discharge relationships 0 $0 HRA 2 4 8 161 1 30 $2,872 PSC i. Refine overflow path cross sections 0 $0 HRA 2 4 12 18 $1,646 PSC j. Define most likely overflow paths, check against FIS 1 0 $0 HRA 1 2 10 1 12 $1,232 PSC k. Ana;ytical computer model set-up and refinement 0 $0 HRA for hydrologic routing 2 6 8 1 20 36 $3,450 PSC m. Analyses for the 10, 25, 50, 100 and 500 year events 4 4 $500 HRA 1 1 121 16 56 84 $7,740 PSC n. Check open channel overflow analyses for HGL 0 $0 HRA I excursions 4 81 12 $1,276 Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 2 3 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxev and NW Drain Studv (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($ PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA ««a<««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC o. Summarize and WantKy problem areas 1 1 $125 HRA (no action model) 6 10 16 $1.716 PSC p. For overflow lakes and paths, analyze for improved 2 2 $250 HRA overflow path.wfth reclaimed lake, 100 year 4 8 42 12 66 $5,692 PSG q. No opinions of probable cost, master drainage 0 $0 HRA I planningformat and approach 0 $0 PSC r. Further analytical refinement for lake level control 0 $0 HRA network from Maxey North Outfall Mark above 2 2 14 18 $1,880 PSC s. Analyses for lake level control, particularly Lakes 48 2 2 4 8 $706 HRA and 51 2 2 4 8 $736 PSC t. Opinion of probable cost for Lakes 48 and 51 6 8 14 $1,398 HRA water level control pipeline 2 1 2 4 $410 PSC 3. Playa System C 0 $0 HRA 0 $0 PSC a. Develop elevation storage data for lakes 1988 datum 2 2 $250 HRA 1 6 8 12 12 38 $3,414 PSC b. Develop lake overflow discharge relationships 0 $0 HRA 4 12 16 32 $3,016 PSC c. Develop drainage areas, incorporate new development 0 $0 HRA projected urbanized conditions 1 1 10 10 22 $11800 PSC d. Establish base line conditions, compare with FIS for 0 $0 HRA correlation 0 $0 PSC d.t Use FIS runoff curve numbers, existing conditions 0 $0 HRA 1 1 $99 PSC d.2 Use FIS times of concentration, existing conditions 0 $0 HRA 1 1 $99 PSC d.3 Analytical data set-up for existing condition 0 $0 HRA 16 16 $1,584 PSC d.4 Analytical model inns for 10, 25, 50, 100, and 500 0 $0 HRA I year events 1 1 2 8 30 1 40 $3,554 PSC I e. Establish fuhxe no -action conditions 0 $0 HRA 0 $0 Maxey and NW Drain Study (2) Feb 2006.xls Basic Services Worksheet 2 4 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prot. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. E ngr. Engr. or or CADD Hours Extension Officer Designer Operator W PSG $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC e.1 Develop runoff curve numbers, incorporate new 1 6 40 32 79 $6,849 HRA development and protected urbanization 1 6 7 $852 PSC e.2 Develop times of concentration, urbanized 0 $0 HRA conditions 1 4 2 7 $685 PSC e.3 Review drainage structures at Loop 289 & Frank- 1 6 10 17 $1,857 HRA ford, Loop 289 at lake 47, Quaker Avenue under- 0 $0 pass PSC e.4 Develop overflow cross sections between lakes, 2 2 $250 HRA use existing data as applicable (spot checked) 1 2 8 20 31 $2,840 PSC e.5 Review known new and planned development in 2 2 $250 HRA playa system, refine sections if necessary 4 8 16 28 $2,620 PSC e.6 Future no -action analytical data set-up and 2 2 $250 HRA refinement for hydrologic routing 4 16 1 20 $2,068 PSC e.7 Future no -action analytical model trials for 10, 25, 2 2 $250 HRA 1 50. 100 and 500 year events 2 28 30 $3,014 PSC f. Evaluate physical feasibility for lake level control from 4 6 10 20 $1,886 HRA L105 downstream. Correlate with L48 and L51 in 1 1 $121 System B, Maxa Outtall North PSC 0 $0 HRA 0 $0 PSC h. Evaluate independent oultall to Yellowhouse Draw 8 8 8 24 $2,416 HRA from physical perspective (i.e., no Maxey North Ouffail) 4 4 $484 PSC i. Analyze maps for most probable route to Draw. 1 4 8 13 $1,157 HRA (Use Maxey North Ouffall Profile if available) 0 $0 PSC j. Plot route ground profile 1 1 6 10 $869 HRA (Use Maxey North Outfall Profile if available) 0 $0 PSC k. Establish invert grade and profile for outtall 2 6 8 $736 HRA (Use Maxey North Outfail Profile if available) 0 $0 PSC 0 $0 HRA 0 $0 Maxey and NW Drain Study (2) Fab 2006.xls Basic Services Worksheet 2 5 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxev and NW Drain Studv (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Finn Task Prin. Pro!. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC m. AnaWA data set-up and refinement for computer 4 6 10 $1,076 HRA models 2 6 8 $836 PSC n. Iterative trials for conveyance of the 10, 25, 50, 100 and 6 60 66 $6,510 HRA 500 year lake level controls anr}iatereepti 4 4 $484 PSC o. Analyze hydraulic grade lines for undesirable, 1 2 2 5 $479 HRA unreasonable restilts, excessive head 11 1 $121 PSC p. Develop opinions or probable costs (estimate four 6 12 16 8 42 $3,726 HRA permutations) 2 2 $242 PSC q. Evaluate lake parameters used in FIS (especially 70% 6 12 18 $1,902 HRA of a 2-inch rain) 6 12 1s $1,914 PSC r. Review overall grades for System C lakes 0 $0 HRA 1 0 $0 PSC r.1 Retain elevation storage data and overflow 1 1 1 3 $302 HRA information from above 1 1 $121 PSC r.2 Retain urbanized curve number and tines of 1 1 2 $221 HRA concentration from above 1 1 $121 PSC r.3 Plot ground profile from L71 to trunk storm sewer 1 1 $96 HRA route, use profile from above 0 $0 PSC rA Analytical data set-up and refinement for hydrologic 6 10 10 26 $2,520 HRA rot" 2 2 $242 PSC r.5 Analyses for the 10, 25, 50, 100 and 500 year events 8 16 80 104 $9,016 HRA Iterative trial and error to eliminate overflow at each 8 8 $968 lake for each storm event PSC r.6 Analyze HGL for adverse, unreasonable or 1 2 6 9 $973 HRA undesirable effects, also excessive head 1 2 1 3 $368 PSC r.7 Analyze downstream effects in overflow reaches 4 4 8 16 $1,532 HRA in generalterms 4 4 8 16 $1,552 PSC r.8 Evaluate and propose improvements for overflow 0 $0 HRA conveyance from L47 along Loop 289 frontage to 0 $0 US 84 drainage structure Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 2 6 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.x1s EXHIBIT M1 20-Feb-06 01:56 PM Firm Task Prin. Pro). Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours, Extension Officer Designer Operator W PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC r.8.1 Evaluate overflow rates from L47 to L51 2 2 $250 HRA 4 8 8 20 $1,948 PSG r.82 Evaluate local instantaneous peak flow rates 2 2 4 $442 HRA in the reach from L47 to L51 8 12 16 36 $3,500 PSC r.8.3 Evaluate surface conveyance along this 4 4 8 $884 HRA reach to US 84 (open channel models) 81 20 1 481 76 $6,980 PSC r.8.4 Propose potential improvements (if any) 6 4 10 $1,134 HRA 1 8 22 10 1 40 $3,986 PSC S. Prepare opinions of probable cost (estimate six 4 8 24 4 40 $3,476 HRA permutations) 8 8 24 4 44 $4,072 PSC t. Lake 71, Part 1, Lake Level Control 0 $0 HRA 1 0 $0 PSC t.1 Retain elevation storage data and overflow 0 $0 HRA information from above 1 1 2 $220 PSC L2 Retain urbanized curve numbers and times of 0 $0 HRA concentration from above 1 1 2 $220 PSC t.3 Plot grand profile from L71 to Maxey North outfall 1 8 9 $893 HRA or independent storm drain (l71 only, no other lakes) 1 0 $0 PSC t.4 Establish storm sewer invert profile 1 1 2 $221 HRA (use profiles from item above) 0 $0 PSC L5 Establish stem drain parameters 2 4 6 $634 HRA (use parameters from above) 0 $0 PSC t.6 Analyses for the 10. 25, 50, 100 and 500 year events 1 8 12 42 63 $5,701 HRA Iterative trials to establish sizes 41 4 $484 PSC t.7 Analyze HGL for adverse, unreasonat>te or 2 2 4 $442 HRA undesirable effects, also excessive head 1 1 1 1 1 $121 PSC t.8 Analyze downstream effects in overflow readies 4 12 12 28 $2,624 HRA in general terms 4 4 $484 PSC t.9 Develop opinions of probable costs (estimate 7 12 28 47 $4,295 HRA fourpermutations) 4 1 1 4 $484 PSC u. Lake 71, Part 2, Lake Storage Increase 0 $0 HRA I I I I 1 0 $0 Maxey and NW Drain Study (2) Feb 2006.xis Basic services Worksheet 2 7 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.x1s EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Prol. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC u.1 retain elevation storage data and lake overflow 0 $0 HRA information from above 1 1 1 2 $220 PSC u2 Retain urbanized curve numbers and times of 0 $0 HRA concentration from above 1 1 2 $220 PSC u.3 Plot available area south of Wal-Mart store for 0 $0 HRA excavation to increase storage 2 2 2 6 $588 PSC uA Plot maximum storage excavation achievable 0 $0 HRA within ground area available 2 8 10 20 $1,774 PSC u.5 Prepare data for model simulations 2 4 6 $574 HRA 1 1 $121 PSC u.6 Analyses for the 10, 25, 50, 100 and 500 year events 4 24 28 $2,804 HRA 21 1 1 2 $242 PSC u.7 Evaluate overflow at 4th Street relative to hrture 2 2 $250 HRA no action results 2 2 2 2 8 $860 PSC u.8 Analyze effects of additional storage on 1 1 $147 HRA downstream reaches in general terms 2 10 12 8 32 $3,322 PSG u.9 Develop opinion of probable cost (one maximized 1 1 $96 HRA storage permutation) 1 2 6 6 2 16 $1,488 PSC 4. Reserved 0 $0 HRA 1 0 $0 PSC 5. Reserved 0 $0 HRA 1 0 $0 PSC 16. Reserved 0 $0 HRA 1 0 $0 sua liffisl �. ,yam ar PSC 1. See attached surveying sheet 0 $0 HRA 0 $0 Maxey and NW Drain Study (2) Feb 2006.x1s Basic services Worksheet 2 8 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxev and NW Drain Studv 121 Jan 2no6.xis EXHIBIT A-1 20-Feb-M 01:56 PM Firm Task Prin. Pro). Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. En9r. Engr. I or or CADD Hours Extension Officer Designer Oe2rator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 ' 4 R bu PSC 1. See attached geotecv>ical sheets, coordination and field 2 16 18 $1,418 HRA confirmation 0 $0 PSC i. Letters to state and federal agencies as initial contact 8 4 2 14 $1,332 HRA response 2 1 3 $282 PSC 1. Research on-line TCEO records for reported 2 2 12 16 $1,696 HRA environment sites 2 2 $252 PSC 2 2 2 6 $604 HRA 2. Evaluate site impacts on proposed improvements. 2 2 2 6 $608 WIMP PSC 1. One public meeting regarding Maxey park 0 $0 HRA 0 $0 2. Prepare exhibits and formal presentation 2 8 8 8 12 38 $3,502 2 81 8 1 8 12 38 $3,572 PSC 3. Other miscellaneous preparations 3 3 3 3 12 $1,104 HRA 3 3 3 3 12 $1,134 PSC 4. Meeting attendance 3 3 6 3 15 $1,635 HRA 3 3 6 3 15 $1,587 PSC 5. Meeting post-mortem 4 4 4 12 $1,20B HRA 1 4 4 4 12 $1,216 PSC 14. Reserved 0 $0 HRA 0 $0 PSC 15. Reserved 0 $0 HRA 0 $0 Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 2 9 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxev and NW Drain Study, (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prot. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. f_ngr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA <««<««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 16. Reserved 0 $0 HRA 0 $0 PSC 1. Separate reports 0 $0 HRA a. Maxey Park lake 0 $0 b. Northwest Lakes Planning Area PSC Draft report text, proof and revise, develop report 2 16 72 12 102 $9,614 HRA 12. structures 2 16 72 12 102 $9,796 PSC 13. Report exhibits 2 16 64 82 $6,010 HRA 2 16 64 82 $6,562 PSC 4. Draft copy of each report to City 1 3 3 $375 HRA 3 3 $363 PSC 5. Revisions based on citys comments 2 8 16 6 32 $2,278 HRA 2 8 1 16 6 32 $2,458 PSC 6. Final reports production and delivery 1 2 8 16 4 31 $2,357 HRA 2 8 16 4 30 $2,378 PSC 7. Reserved 0 $0 HRA 0 $0 PSG S. Reserved 0 $0 HRA 0 $0 PSC 1. Three presentations to Council 0 $0 HRA a. Maxey Park Oulfall 0 $0 b. Northwest Lakes Planning Area c. Master Drainage Planning Update Maxey and NW Drain Study (2) Feb 2006.x1s Basic Services Worksheet 2 10 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20•Feb-06 01:58 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Engr. Engr. or or CADD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA <a<<<<x««< Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $84.00 $74.00 $74.00 $40.00 PSC 2. Coordination with city staff on presentations 6 12 12 30 $3,534 HRA 6 12 12 30 $3,396 PSC 3. Prepare presentations 18 24 24 32 8 106 $8,882 HRA 18 24 24 32 8 106 $9,258 PSC 4. Attend council meeting and present 4 4 4 12 $1,208 HRA 41 4 1 41 1 12 $1,216 PSC 1. Estimate monthly project progress meeetings 28 28 28 7 91 $8,694 HRA 28 28 28 7 91 $8,792 PSC 2. Preparation for meetings 1 36 28 14 28 107 $10,317 HRA 11 36 281 14 28 107 $10,502 PSC 3. Reserved 0 $0 HRA 0 $0 PSC 4. Reserved 0 $0 HRA 0 $0 A i a20=1118 PSC 1. Assemble deliverable items (files, reports, write to CDs 1 6 8 4 4 23 $2,253 HRA etc., miscellaneous reproduction supervision) 1 6 8 4 4 23 $2,276 PSC 2. Prepare cover transmittals and hand deliver 1 2 2 2 7 $657 HRA 0 $0 PSC 1. Miscellaeous project administration not otherwise 16 28 8 52 $6,124 HRA accounted in above items 16 28 8 52 $5,724 Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 2 11 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY ESTIMATE OF MAN-HOURS -- WORKSHEET 2 BASIC DESIGN SERVICES, ESTIMATE OF MAN-HOURS AND TASKS Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 20-Feb-06 01:56 PM Firm Task Prin. Proj. Sr. Prof. Reserve Reserve EIT Technician Drafter Clerical Total Total or Mgr. Ergr. Engr. or or CARD Hours Extension Officer Designer Operator ($) PSC $147.00 $125.00 $114.00 $96.00 $81.00 $73.00 $66.00 $34.00 HRA «««««« Rates »»»»»» $126.00 $121.00 $110.00 $99.00 $04.00 $74.00 $74.00 $40.00 PSC 2. Reserved 0 $0 HRA 0 $0 PSC 3. Reserved 0 $0 HRA 0 $0 PSC 4. Reserved 0 $0 HRA 1 0 $0 PSC 15. Reserved 0 $0 HRA 0 $0 14 :� aq Ca,'�'.: z �'n 100 975 0 1583 0 0 1337 16 620 95 4726 PSC 38 385 0 597 0 0 411 16 295 49 1791 389/6 HRA 62 590 0 986 0 0 926 0 325 46 2935 621% 4726 Milk Totals for Worksheet 2 — Bask Design Services PSC $5,586 $48,125 $0 $57,312 $0 $0 $33,291 $1,168 $19,470 $1,668 $166,618 371/6 HRA $7,812 $71,390 $0 $97.614 $0 $0 $77,784 $0 $24,050 $1,840 $280,490 63% $447,108 Totals Worksheets 1 and 2 PSC HRA Total Professional Labor $396,300 56% $312,667 44% $708,967 Maxey and NW Drain Study (2) Feb 2006.xls Basic Services Worksheet 2 12 of 12 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY WORKSHEET 3 BASIC DESIGN SERVICES, ESTIMATE OF REIMBURSABLE EXPENSES Maxey and NW Drain Study, 12) Jan 2006.xis EXHIBIT A-1 20-Fa&06 at.56 PM Reimbursable Expenses Total PSC Mileage 1500 Miles 0 $0.485 per mile Govt rate. Will be adjusted as adjusted by govt, rate schedule $728 HRA 1600 Miles 0 $0.485 per mile Govt rate. Will be adjusted as adjusted by gout, rate schedule $728 PSC Blueline prints (miscellaneous) 100 Sheets a $2.55 per sheet $255 HRA 100 Sheets @ $2.50 per street $250 PSC Printing set-up cost 1000 Originals 0 $0.15 per original $150 HRA 0 Originals 0 $0A5 per original $0 PSC Reproductions (color) 2000 Sheets 0 $0.50 per original $1,000 HRA 300 Sheets a $0.50 per original $150 PSC Printing cost per sheet (8.5.x 11, 8.5 x 14, 11x17) 8000 Sheets 0 $0.12 per sheet $060 HRA (mass reproduction) (black and white) 0 Sheets 0 $0.12 per sheet $0 PSC Printing binding cost 45 Sets 0 $6.00 per set $270 HRA (mass reproduction) Sets 0 $6.00 per set $0 PSC Xerox (miscellaneous) 2000 Sheets bl $0.12 per sheet $240 HRA 500 Sheets 0 $0.12 per sheet $60 PSC Toll telephone, cell telephone 70 Calls 0 $5.00 per call $350 HRA 70 Calls a $5.00 per call $350 PSC Fax 200 Pages @ $1.00 per page $200 HRA 200 Pages @ $1.00 per page $200 PSC CADD charges 1000 Hours 0 $8.00 per hour $8,000 HRA 800 Hours a WOO per hour $6,400 PSC Reserved @ $0,00 $0 HRA $0.00 $0 .a'`„; a�-� ` .,:: r,,:::_. .�..,._r..4 .� r•:;a^.All;r .x ro.Ny.,�,�, �,�„§ •'a,iY'- r.',,z ; Subtotaisfor Worksheet3 — Basic Design Services PSC $12,153 HR $8,138 w/ Contract multiplier for reimbursables = 1.15 Total $23,334 Zit. 4,F':7 5, .�.,r: A `4 p,: ,-t<.k.. "`..,< >S �'^•.;.;-. h f,4i=.�` auT a} ..'a?b �.� 1�+6' k z., .. Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 3 1 of 1 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY WORKSHEET 4 BASIC DESIGN SERVICES, SURVEYING SUBCONSULTANT SERVICES maxey ane NW uram =Cry (z) Jan ztxx AS arreu-uo uvw rm cnrnvr r Pe Subconsuhant Expenses Total Subtotal Oty Unit Unit Price •• Surveying Miscellaneous surveys allowance for spot surveys for lake water levels, monitor wells, test holes, utilities, permanent lake water line evidence, 200 Hours ® $ 140.00 per Hour $28,000 utility clearances for potential storm drain outfall routes, intervening TxDOT and Rairoad infrastructure, spot confirmation of existing data, approximate low floor elevation spot checks d needed, support for datum conversions, etc. (3-man crew allowance) Calculations CADD Equipment tar Workstoet 4 — Basle Desion Services 56 Hours ® $ 110.00 per Hour 96 Flours 0 $ 60.00 per Four 200 Hours @ $ 31.25 per Four $6.160 $5.760 $6,250 $46,170 1 $46,170 1 Professional Labor Total from Worksheet 1 $261,859 $447,108 $23,334 $13,306 $7,876 Professional Labor Total from Worksheet 2 Reimbursable Expenses Total from Worksheet 3 Subtotal from Geotech - Terra (Worksheet 5) Subtotal from Geoech - Hi Plains Drilling (Worksheet 6) Total Estimated Protmelonsl Beak De ftn Services Fee $799,653 Maxey and NW Drain Study (2) Feb 2006.xis Barn Services Worksheet 4 1 of 1 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY WORKSHEET 5 BASIC DESIGN SERVICES, GEOTECHNICAL SUBCONSULTANT SERVICES Maxey and NW Drain Study (21.Ian 2006.x1s 01:56 PM 20.Fah-m EXHIBIT A-1 Subconsultant Expenses Qty Unit Unit Price Extension Total Ge4technical Services Rest Holes) - Terra Testing 1. Two test hole to 14V each max. depth 100 Lft $16.28 0-50 k depth rate $1,628.00 Stop at red bed of Ogallala Aquifer, each test hole, or 140 feet depth, whichever 100 Lk $20.48 51-100 It depth rate $2,048.00 occurs first. Actual depth quantity to be paid. 80 Lft $25.73 101-150 k depth rate $2,058.40 Indicate on logs depth to grounwater (0 - 50 ft depth 0 $15.5Uft, 51-100 k depth 0 $19.50Jft, 101-150 ft depth ® $24.5(/ft) 2. Laboratory analyses for samples from two test holes at 5.0 feet initially and at 5.0 feet 54 Each $57.00 $3,078.00 intervals thereafter. No samples of red bed aquifer bottom required. A. Laboratory sieve analysis and Unified Soil Classification B. Percent passing #200 sieve B. Afterberg Limits C. Natural moisture content 3 Clearing test holes with utilities companies 6 Hour $55.00 $330.00 $0.00 4. Mobilization of drill rig 4 Day $375.00 $1,500.00 5. Supervisory site visits 6 Hour $100.00 $600.00 6 Site cleanup 1 Project $200.00 $200.00 7. Drafting, word processing, report production, proofing (8 bound copies) 1 Project $100.00 $100.00 Report to cover the Nxlings from the 5 test holes at the signals locations 8 Grout test holes to within 2 feet of surface, finish top 2 feet with topsoil 280 Lft $6.30 $1,764.00 Cement grout Subtotal Geotechnical Services — Terra Engineers $13,306 Maxey and NW Drain Study (2) Feb 2006.xis Basic Services Worksheet 5 1 of 1 CITY OF LUBBOCK, TEXAS ENGINEERING SERVICES FOR MAXEY PARK AND NORTHWEST LUBBOCK DRAINAGE STUDY WORKSHEET 6 BASIC DESIGN SERVICES, GEOTECHNICAL SUBCONSULTANT SERVICES Maxey and NW Drain Study (2) Jan 2006.xis EXHIBIT A-1 01:s6 PM 20-Fnt, ot1 Subconsultant Expenses Qty Unit Unit Price Extension Total Geotechnical Services (Monitor W II - HI Plains Drillin a. Mobilization, drill rig & ancillary equipment & crew 1 Each $540.00 $540 b. Monitoring well drilling operations to 7- to 10-inch diameter borehole, 0.010-inch 140 Lft $33.05 $4,627 screen, filter pack, grout, bentonite, based on estimated 140 feet per welt, one well, casing and screen Schad. 40 PVC, foam and/or water allowable as conditions require. Estimate 40 feet of screen, remainder of depth is casing, minimum of 40 feet cement grout from ground surface, can be grouted in maximum of two phases c. Four -inch plus or minus diameter pilot hole to determine groundwater surface 105 Lft $3.25 $341 d. Reserved e. Protective steel casing surface finish, painted, exterior industrial enamel, locking hasp 1 Each $375.00 $375 I. Reserved 0 $0 g. Mobilization of Smeal 5T bailing/pumping truck & crew 1 Each $202.50 $203 h. Bailing/pumping set up and preparation 1 Each $1,200.00 $1,200 I. Bailing/pumping operation downhole, no water capture 1 Hour $90.00 $90 (contaminated water not anticipated), one hour per well j. Utility clearances prior to drilling each well 2 Hours $100.00 $200 k. Site cleanup 1 Each $300.00 $300 I. Reserved n. City to obtain access permission onto private row o. Engineer may make adjustments at well based on field conditions to total depth, screened interval, cement grout depth and surface finish p. Quantities herein based on averages and on HPUWCD 1990 & 19% Atlas, actual field conditions and quantities may vary and adjustments made q. Well location is Lake 42 near the Putt -Putt miniature golf course at 29th Drive and the Brownfield Highway Subtotal Geotechnical Services — HI Plains Drilling $7,876 R:\pra*ts\2005\2669.05\CIVILWegotiationswaxey and NW Drain Study (2) Feb 200BAs Basic services Worksheet 6 1 of 1 SCHEDULE BASIC ENGINEERING SERVICES No Text