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Home My WebLink AboutResolution - 2000-R0333 - Supplemental Agreement #5 - HDR Engineering - Railroad Relocation E-W Freeway - 09/27/2000Resolution No. 2000-R 0333 September 27, 2000 Item No. 20 RESOLUTION BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK: THAT the Mayor of the City of Lubbock BE and is hereby authorized and directed to execute for and on behalf of the City of Lubbock an agreement with HDR Engineering entitled "Supplemental Agreement No. 5" for engineering services to be performed on the Railroad Relocation for the East-West Freeway. Said agreement is attached hereto and incorporated into the minutes of this Council as if fully set forth herein. Passed by the City Council this 27th day of _ September 2000. W SITT AYOR ATTEST: r Ib� Kaythi' Darnell, City Secretary � L!'� APPROVED AS TO CONTENT: 0-4- JKn Beam, Director of S ategi Planning APPROVED AS TO FORM: Linda Chamales, Supervising Attorney, Office Practice Section LLC CCDOCS/HDR Supp s.Res September 14, 2000 Texas City of Lubbock Jim Bertram Resolution No. 2000-RO333 September 27, 2000 Item No. 20 Department of Transportation P.O. Box 771 Lubbock Texas 79408-0771 September 18, 2000 Managing Director of Strategic Planning P.O. Box 2000 Lubbock, Texas 79457 Lubbock County U.S 82, (East-West Freeway) CSJ No. 0380-01-053 Account No. 8005-1-20 Limits: From: 2.012 km (1.25 miles) S.W. of Loop 289 To: 1.287 km (0.8 miles) East of IH -27 Railroad Relocation Project Subject: Supplemental Agreement No. 5, HDR Contract Dear Jim, Please be advised that the Department has approved the above captioned Supplemental Agreement. If additional information is required please advise. CCK/kwm Sincerely, Claude C. Kneisley Right of Way Admini trator An Equal Opportunity Employer Resolution No. 2000- R0333 September 27, 2000 Item No. 20.., SUPPLEMENTAL AGREEMENT NO.5 TO CONTRACT FOR ENGINEERING SERVICES This supplemental agreement to contract for engineering services is made by and between HDR Engineering, Inc., hereafter called the "Engineer" and the City of Lubbock, hereafter called the "City". WHEREAS, the Engineer and City executed a Supplement Agreement No. 4 on the 12th of January, 1999 concerning general engineering services to be performed on the Railroad Relocation for the East-West Freeway in Lubbock, Texas; and WHEREAS, Exhibit A, Detailed Scope of Services, requires surveying work to be performed under Function Code 150, 160, 161, 162, 163, and 170; and WHEREAS, Exhibit D, Summary of Compensation, limits the maximum cost plus fixed fee (Phase 2 and 3) on the contract to 1,811,798 and WHEREAS, Exhibit E, Project Schedule, requires work to be completed on or before December 31, 2001; and WHEREAS, it has become necessary to amend the contract to revise PS&E to incorporate comments generated through review of Rail America and Rail Tex, incorporate the design of the BNSF Mainline crossing at MP 84.1 and revise overall project schedule. NOW THEREFORE, premises considered, the City and the Engineer agree that said contract is amended as follows: Revise Function Code 150 — Field Surveying. Cost plus fixed fee maximum for Function Code 150 is $158,172. 2. Revise Function Code 160 — Roadway Design Controls. Cost plus fixed fee maximum for Function Code 160 is $309,086. 3. Revise Function Code 161 — Drainage Design. Cost plus fixed fee maximum for Function Code 161 is $132,819. 4. Revise Function Code 162 — Signs, Markings, Signals. Cost plus fixed fee maximum for Function Code 162 is $19,329. Revise Function Code 163 — Miscellaneous (Roadway). Cost plus fixed fee maximum for Function Code 163 is $407,235. 6. Revise Function Code 170 — Bridge Design. Cost plus fixed fee maximum for Function Code 170 is $95,470. 7. Revise Project Schedule to reflect completion on or before December 31, 2001. Increase the contract cost plus fixed fee amount from $1,684,349 to $1,811,798 (an increase of $127,449). IN WITNESS WHEREOF, the City and the Engineer have executed this supplemental agreement and accepted all terms and conditions this 27th day of September 20 00 . The F L BOCK ENGINEER By: By: NAME: WI Y sITTO NANUL Glenn Pearson, P.E. TITLE: MAYOR TITLE: Dallas Department Manager ADDRESS: 1625 13th Street ADDRESS: 12700 Hillcrest Rd., Suite 125 Lubbock, Texas 79401 Dallas, Texas 75230 TELEPHONE: (806) 775- 2010 TELEPHONE: (972) 960-4400 ATTEST: 1 Kayt e Darnell, City Secrets APPROVED AS TO CONTENT: iVL= J 134tram, Director of Str c Planning APPROVED AS TO FORM: Linda Chamales, Supervising Attorney, Office Practice Section APPENDIX EXHIBIT A DETAILED SCOPE OF SERVICES Resolutlon No. 2000- R0333 September 27, 2000 Item No. 20___ This exhibit expands the Scope of Services described in SECTION 1 - BASIC SERVICES and SECTION 2 - ADDITIONAL SERVICES and OTHER ADDITIONAL SERVICES of the Agreement for the PROJECT known as Railroad Relocation for East-West Freeway in Lubbock. The proposed PROJECT is further described as follows: The Proposed East-West Freeway will require the relocation of the West Texas & Lubbock Railroad (WT&LR) tracks, formerly the Seagraves, Whiteface & Lubbock Railroad (SW&LR), presently located along the East-West Freeway corridor, to a point between West Loop 289 and Reese Air Force Base. The relocated railroad must connect the existing tracks along the freeway corridor to the existing Burlington Northern Santa Fe (BNSF) Railway tracks along Clovis Road, in addition to other connections which may be required. Special consideration must be given to the additional trackage required for the interchange of rail cars between the two different rail lines at the track intersection along Clovis Road. Appropriate revisions must also be made to the signals along the main line of the BNSF Railway. I. SCOPE OF SERVICES A. ROUTE LOCATION ANALYSIS (Additional Services, TxDOT Function Code 110) 1. Route Location Studies and Report a. Four alternative routes shall be evaluated b. The evaluation of each alternative will include an evaluation of Engineering, Environmental and Economic parameters. C. Each alternative route shall include: (1) Relocated railroad alignment which will provide for a smooth, uninterrupted connection between the trackage and facilities on the new right-of-way, and the railroad's existing track on its right-of-way southwest of Loop 289, also including switches, allowing a smooth interchange at the intersection of the new right-of-way and the railroad's existing tracks on its Whiteface line (new rails, ties, tie plates, spikes, switches, gates, lights, trackage and appurtenances as are necessary and appropriate for the operation of the railroad on, over and across the new right-of- way). (2) BNSF Railway interchange trackage layout, including switches providing smooth access with the BNSF tracks at a point northwest of Loop 289 where the new right-of-way will intersect with the BNSF tracks. Page 1 05100 (3) Interchange railcar yard layout, located at approximately the location where the new right-of-way will intersect with the BNSF tracks, containing track capable of storing at least eighty (80) railcars. (4) Switch connection location on the new right-of-way proximally east of Reese Air Force Base, so as to allow for future service to Reese Air Force Base. (5) Yard location and layout, located along the railroad's Whiteface line and having access to a public road, suitable for the loading and unloading of aggregate and other commodities comparable to the yard presently being used by the railroad at the approximate location of the intersection of U.S. Highway 82 and S.W. Loop 289 and having yard tracks capable of storing at least eighty (80) railcars. (6) Recommendations regarding the location for a low volume "piggy back" facility (less than 100 lifts per day). (7) Recommendations regarding the location for a parking lot for an excursion train. The West Texas and Lubbock Railroad Company shall provide excursion train and parking lot design criteria consisting of maximum train length, number of parking spaces and sizes of proposed structures. (8) Recommendations regarding the location for a possible maintenance facility for the railroad. The West Texas and Lubbock Railroad Company shall provide design criteria for the maintenance facility. 2. Traffic Evaluations and Projections - An evaluation of existing and proposed automobile and train traffic shall be conducted for each potential public at - grade crossing, including recommendations for type of crossing protection or needs for grade separation for each crossing. Vehicle traffic data shall be provided by TxDOT. Train traffic data shall be provided by the West Texas and Lubbock Railroad Company. 3. Develop Design Criteria - Railway and roadway design criteria shall be developed for use in the development of alternatives and right -of _way. 4. Preliminary Cost Estimates - Preliminary Construction cost estimates shall be developed for each alternative alignment. ROW cost data shall be provided by TxDOT. 5. Design Schematic - A design schematic shall be prepared for the preferred alignment as described in the section titled Design Controls (Function Code 160). (This schematic shall serve as the Right -of -Way Schematic to be furnished to the Railroad. Scale: 1" = 200. 6. Preliminary Right -of -Way Requirements - The preliminary right-of-way requirements shall be indicated on the design schematic. 7. Design Concept Conference - A design concept conference shall be held to review the preferred alternative. Page 2 05/00 B. ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT (Additional Services, TxDOT Function Code 120) 1. Environmental Reports a. An Environmental Assessment Coordination Document containing the following shall be prepared, anticipating the need for a Draft Environmental Impact Statement. 1. Description of the Proposed Project - Describe the location, length, termini and proposed improvements. 2. Need - Identify and describe the problem which the proposed project is designed to correct. 3. Alternatives Considered - Discuss all reasonable alternatives to the proposed actions which were considered. 4. Impacts - Discuss the social, economic and environmental impacts of the alternatives considered and describe whether or not impacts are considered to be significant. 5. Comments and Coordination - Describe coordination efforts and comments received from government agencies and the public: Formal coordination and communication with government agencies and the public shall be provided by Texas Department of Transportation (TxDOT). If it is believed that the proposed project requires a Section 4(f) evaluation, the ENGINEER shall notify the OWNER. The ENGINEER shall proceed with development of technical data for a Section 4(f) evaluation after agreement between the OWNER and ENGINEER on additional scope and additional compensation and after receipt of written notice to proceed from OWNER. 6. Appendices (if any) - Include only analytical information that substantiates an analysis which is important to the document. Other information should be incorporated by reference only. b. A Draft Environmental Statement (DEIS) containing the following shall be prepared in accordance with applicable TxDOT, Federal Highway Administration (FHWA), Interstate Commerce Commission (ICC) and National Environmental Policy Act (NEPA) requirements. 1. Title Page 2. EIS Identification Number 3. Summary 4. Table of Contents 5. Purpose and Need for Action 6. Discussion of Alternatives including the preferred alternative, all reasonable alternatives and other alternatives considered but dropped from detailed study 7. Affected Environment Page 3 05100 Page 4 05100 8. Environmental Consequences as identified in the Texas DOT (TxDOT) Operations and Procedures Manual, Part U -B, Environmental and Public Involvement Procedures During Project Specific Planning and Development 9. List of Preparers 10. List of Agencies, Organizations and Persons to Whom Copies of the Statement are Sent 11. Comments and Coordination 12. Index 13. Appendices C. A Final Environmental Impact Statement (FEIS) shall be prepared after appropriate interagency review within time limits prescribed by the Code of Federal Regulations, Title 23, Part 771. One draft and one final FEIS will be prepared. 2. Public Involvement a. All public involvement procedures shall be in accordance with TxDOT Administrative Order 23-82. b. Three public involvement meetings and one public hearing held in conjunction with TxDOT's East-West Freeway public hearing shall be scheduled, coordinated and conducted. C, Technical assistance, meeting/hearing preparation, maintenance of contact lists, minutes of meeting(s), and exhibit preparation shall be provided by the ENGINEER. The TxDOT shall conduct the public hearing. d. Public Relations - TxDOT shall provide any required fact sheets and public relations or public notifications. 3. Hazardous Materials Investigations - the ENGINEER shall perform a Level 1 Hazardous Materials Investigation for the old and new railroad right-of- way. a. Task 1: A record search to determine past ownership and historical uses of "high risk" properties located within the project corridor. b. Task 2: Conduct a "windshield" survey to investigate sites for potential environmental contamination or - hazardous materials storage violations. C. Task 3: A review of applicable local, state and federal records to determine possible permit violation or clean-up requirements within the project corridor. d. Task 4: An analysis of historical aerial photographs to determine prior land uses in the project vicinity. e. Task S: A written Hazardous Materials Evaluation Report summarizing the results of the Investigation. Recommendations for a Level 2 Investigation will be made based on findings of the preliminary study. 4. Archeological Survey a. Conduct an archeological survey of the preferred alternative. b. Prepare a report documenting the results of the archeological survey.. Page 4 05100 5. Ambient Noise Monitoring Conduct ambiant noise monitoring along or near the preferred rail alignment alternative and present results in the Environmental Impact Statement. 6. General Guidelines for Preparation of Environmental Documents a. The environmental documents prepared shall be provided on paper and on a 3 112" IBM 1.44 MB diskette(s). b. Fifteen draft copies and fifteen final copies of the Environmental Documents shall be provided. One copy with camera-ready artwork shall be provided for TxDOT's use for attachment to the East-West Freeway environmental document, to be prepared by TxDOT. C. The environmental documents shall be prepared in accordance with the content and format of FHWA Technical AdvisoTy T6640.8A. d. Exhibits in the environmental document shall be limited to I V by 17" where possible. e. Three submittals of the DEIS and two submittals of the FEIS documents will be required. C. RIGHT-OF-WAY (Other Additional Services, TxDOT Function Cade 1.34) 1. No work involving right-of-way (ROW) data shall be performed until the OWNER has given the ENGINEER written approval of the location of the proposed ROW lines. 2. Ownership Data - Ownership Information shall be determined be the OWNER 3. Right-of-way Map a. A ROW map including only plan sheets and ownership sheets shall be prepared and furnished. b. ROW map and field notes shall be revised as required due to changes in railroad design, ownership changes or revised parcel numbering. 4. Utility Adjustments a. A copy of the Right -of -Way Schematic will be provided to each utility entity (11 estimated). Each entity will indicate their utility lines within proposed Right -of -Way. All utility information provided by the utility entities will be posted on the Right -of -Way Schematic. Prepare 11 "x17" location sketch with requirements for crossing railroad for each utility crossing (40 estimated). Request utility entity to respond with a construction cost estimate for adjustment of their utilities. Review adjustment cost information from each entity. Request and receive revisions as necessary. Meet with utility entities concerning adjustment plans and costs. Provide Page 5 05100 TxDOT with adjustment cost information for their review and opinion. Prepare utility agreements for all crossings with that entity. Provide originals to OWNER for execution. After OWNER execution, OWNER will send to utility entity for final execution. Respond to questions from utility entities concerning adjustments. Meet with entities and/or the surveyor in the field for questions or locations. Make progress site visits to review adjustment construction activities (1 site visit for each crossing). Document final elevations and locations of adjusted utilities based on survey information. b. Utilities on Private Property (irrigation and/or gas line adjustments) are not included in this contract. These will be adjusted by the OWNER as part of the appraisal process. 5. Field Notes a. Prepare Field Notes for all Parcels using TxDOT format and language, referenced to the Texas State Plane Coordinate System b. Prepare Computation Sheets for Survey closure and Area for Each Parcel C. Survey and Prepare Field Notes and Plats on Individual Parcels 6. General Guidelines for Preparation of Right -of -Way Map a. All procedures involving ROW map, surveys and field notes shall be in conformance with the TxDOT Right -of -Way Division Right -of -Way Manual, Book -1 -and Book II except as provided herein. b. ROW Map plan sheets and Ownership sheets shall be prepared for inclusion in TxDOT East-West Freeway ROW plans. C. Minimum mathematical calculations relative to field note data are: (1) Area of taking, if expressed in acres, will be carried to three decimal places or, if expressed in square feet, will be rounded to the square foot (2) Distances will be given to the nearest hundredth of a foot (3) Bearings will be carried to the nearest second. tp Page 6 05/00 d. Data contained in the field notes and shown on the map shall be identical. e. Calls within the body of the field notes shall be written to identify property lines and the existing and proposed ROW lines. f. Project base line shall be drawn and stationed on the ROW map. g. Minimum size lettering shall be 5132" height for hand lettering and 140 for lettering by computer-aided design and drafting (CADD). h. As soon as property lines and parent tracts can be determined, the ENGINEER shall submit a preliminary map for review of parcel numbers. i. Zip -a -tone or similar products shall not be used on map sheets. j. All field notes shall be signed, dated and sealed by a Registered Professional Land Surveyor or Licensed State Land Surveyor. k. The ROW map sheets shall be ink on Mylar type tracing film or as otherwise authorized by the OWNER. 1. Field note data for all parcels shall be prepared utilizing Microsoft Word 7.0 and furnished in both hard copy and diskette formats. M. Prepare right-of-way map in dual units (English and Metric). D. FIELD SURVEYING (Other Additional Services, TxDOT Function Code 150) 1. Field Surveying a. Primary Project Control (1) 3 to 5 mile spacing (2) Precision shall be 1 part in 20,000 or better. (3) Horizontal control points shall- -be established by ENGINEER. (4) Vertical control points shall be established by ENGINEER. b. Secondary Project Control (1) Field survey for topographic and cross-section ground control shall be tied to the State Plane Coordinate system, adjusted to surface. (2) No traverse shall exceed 25 angle points. (3) The unadjusted angular error shall not exceed 2 seconds per angle, plus 14 seconds. (4) The unadjusted ratio of precision shall be one part in 10,000 or better. (The ratio of precision is the total length of the traverse divided by the total error.) Page 7 05100 (5) The unadjusted vertical error shall not exceed 0.03 foot per mile of traverse. (6) Project control base lines shall be established by ENGINEER. (7) Horizontal control shall be established by ENGINEER. (8) Vertical control points shall be established by ENGINEER. . C. Other Field Surveying (1) Stake and profile center line (2) The project base line shall be coincidental with, or parallel to, the stationed "Design Center Line." (3) Base line control points shall be established using 518 -inch iron rods, 36 inches long, at P.C.'s, PIs and P.T.'s of horizontal curves and at 1000' maximum intervals on tangents. (4) Establish bench mark circuit throughout the project. (5) Provide cross sections at a maximum of 100 -foot intervals extended left and right to the proposed right-of-way lines. Locate topographic features within the proposed right-of- way. Profile top of rail elevations at connections to existing track, Profile and cross section intersecting streets for tie Page 8 05100 into project. (6) Cross section drainage channels, (7) Tie to exposed underground and overhead public utilities (location and elevation) (8) Stake ROW one (1) time using 5/8 -inch iron rods, 36 -inches long, marking P.C.'s, P.T.'s and property comers. All right- of-way staking work shall be approved by the OWNER prior to beginning work. (9) Stake soil core holes (10) Determine type of existing material, pavements, etc. (11) Profile existing drainage facilities. (12) Obtain elevations of manholes and valves of utilities within proposed ROW. - - 2. Base Mapping shall be prepared as follows: a. Mapping (1) One (1) set of verification plots on bond paper at a nominal scale of V = 100, 1' Contour (2) Planimetric and topographic graphics files, scaled to 1" = 100' in a Micro Station format compatible with Texas Department of Transportation computer hardware and software. (3) Digital Terrain Model files in a Micro Station format compatible with Texas Department of Transportation computer hardware and software. Page 8 05100 E. PRELIMINARY AND FINAL DESIGN (Basic Services and Other Additional Services, TxDOT Function Code 160) 1. Geometric Design a. Develop Horizontal and Vertical Alignment b. Schematic Layout shall include: (1) The location of main tracks, turnouts, yard tracks, and loading and unloading facilities, as follows: (a) Relocated railroad alignment which will provide for a smooth, uninterrupted connection between the trackage and facilities on the new right-of-way, and the railroads' existing track on its right-of-way southwest of Loop 289, also including switches, allowing a smooth interchange at the intersection of the new right-of-way and the railroad's existing tracks on its Whiteface line (new rails, ties, tie plates, spikes, switches, gates, lights, trackage and appurtenances as are necessary and appropriate for the operation of the railroad on, over and across the new right-of-way). (b) Burlington Northern Santa Fe (BNSF) Railway (formerly the Atchison, Topeka & Santa Fe (AT&SF) Railway company) interchange trackage layout, including switches providing smooth access with the BNSF tracks at a point northwest of Loop 289 where the new right-of-way will intersect with the BNSF tracks (c) Interchange railcar yard layout, located at approximately the location where the new right-of- way will intersect with the BNSF tracks, containing track capable of storing at least eighty (80) railcars (d) Switch connection location on the new right-of-way proximally east of Reese Air Force Base, so as to allow for future service to Reese Air Force Base (e) Yard location and layout, located along the railroad's Whiteface line and having access to a public road, suitable for the loading and unloading of aggregate and other commodities comparable to the yard presently being used by the railroad at the approximate location of the intersection of U.S. Highway 82 and S.W. Loop 289 and having yard tracks capable of storing at least eighty (80) cars (2) Vertical and horizontal alignment of all tracks and intersected cross roads in sufficient detail to determine ROW needs. (3) Provide a complete explanation of the sequence and methods of stage construction. Page 9 05100 Page 10 05100 (4) The tentative ROW limits (5) The geometrics (pavement cross slopes, lane and shoulder widths, slope rates for fills and cuts) of the typical sections of cross roads. Typical sections of existing roadways will be provided to the ENGINEER by the OWNER and TxDOT. (6) The current and year 2010 projected traffic volumes for intersected cross roads shall be provided by the TxDOT. (7) Direction of traffic flow on all roadways. 2. General Guidelines for Project Development a. Prior to preparing detailed plans, a preliminary schematic layout shall be prepared on an uncontrolled aerial mosaic which indicates the general geometric features and location requirements. (1) Twelve copies of the schematic layout shall be submitted to the OWNER for approval and subsequent coordination with TxDOT and the WT&LR. (2) No geometric design shall be performed until the OWNER has given the ENGINEER written approval of the schematic layout. b. All Preliminary and Final Geometric Design shall be in conformance with the American Railway Engineering Association Manual for Railway Engineering and BNSF design criteria as applicable for track work and the TxDOT Highway Design Division Operations and Procedures Manual for Roadway, except where variances are permitted in writing by the OWNER. C. The schematic layout shall include basic information including the items listed above in the checklist for Schematic Layout. d. Handling of traffic during construction shall be a consideration in the development of the schematic layout. C. Upon approval of the schematic layout by the OWNER, the schematic layout shall be the basis for an exhibit, to be provided by the ENGINEER, at the public hearing prior to final development of _the project. (1) If there are any changes to the schematic after OWNER approval and before the public hearing, twelve copies of the revised schematic, as displayed at the hearing, shall be submitted either prior to or accompanying the public hearing data. (2) If there are no changes in the schematic as displayed at the hearing, only photographs of the schematic and other displays shall be submitted with the public hearing data. 3. Grading Design a. Based upon the approved schematic layout, refine the horizontal and vertical alignment of cross roads and tracks. b. Develop Typical Sections C. Develop Design Cross Sections using field survey data. d. Determine Cut and Fill Quantities Page 10 05100 4. Track Structure Design a. Prior to initiating detailed plan preparations for the project, a preliminary investigation shall be made to determine the uproximate section to be used for track structure. b. Typical sections of the proposed track structure design shall be furnished by the ENGINEER to the OWNER for approval. (1) No detailed preparation of the plans, specifications and estimates (PS&E) shall be performed by the ENGINEER until the OWNER has given written approval of the preliminary track structure design. (2) Development of these sections shall be in consultation with the OWNER. C. Embankment and Subgrade (Other Additional Services) (1) Soil Core Hole Survey. The location and minimum number of soil core holes required for this project are as follows: Along project center line, two borings per mile. The soil core holes will be supplemented with existing soil data to be provided by the OWNER. (2) Prepare three (3) copies of a report identifying, interpreting, and summarizing geologic features that affect engineering design. (3) Modulus of Elasticity of Subgrade Materials. d. Track Details - Develop detail design of track, special track work (turnouts and crossings), road crossings and other track appurtenances. F. DRAINAGE (Basic Services, TxDOT Function Code 161) 1. Preliminary hydraulic design of all drainage structures (culverts, storm sewers, channels, pump stations etc.) shall be submitted to the OWNER for review. 2. Preliminary submission shall include the overall drainage plan, structure layout, and hydraulic computations. 3. No detailed design of drainage structures shall be -.performed, until the OWNER has given the ENGINEER written approval of the preliminary hydraulic design. 4. All hydraulic design shall be in accordance with the TxDOT Bridge Division HYDRAULICS MANUAL and OWNER's playa lake ordinance. 5. Hydrologic Studies, Discharges a. Drainage area maps shall be prepared showing existing conditions and proposed improvements. b. Hydrologic data/discharge shall be determined b. Hydraulic Design and Documentation a. Hydraulic computations shall be provided for design of: (1) Culverts (2) Channels Page 11 05100 b. Federal Emergency Management Agency (FEMA) floodway requirements shall be identified 7. Layout, Structural Design and Detailing of Drainage Features including: a. Culverts (1) New culverts (2) Culvert widening and/or lengthening (3) Culvert replacements b. Outfall channel(s) within the ROW C. Outfall channel(s) outside the ROW d. Deleted e. Deleted f. Typical detail for subsurface drainage at road crossings. 8. ENGINEER and OWNER agree that open channels are usually the most economical means of carrying water either to the ROW, away from the ROW, or along the ROW, therefore no design of closed storm drainage facilities has been planned for. 9. Prepare Storm Water Pollution Prevention (SW3P) Plan. G. SIGNING, MARKINGS AND SIGNALIZATION (Basic Services, TxDOT Function Code 162) I. Signing and Markings Layout a. Requirements include separate layouts for: (1) Railway and Roadway (2) Center line with station numbering (3) ROW lines (4) Culverts and other structures that present a hazard to traffic (5) Location of utilities, if not shown on plan and profile (6) Existing signs (illustrated and numbered) to remain, to be removed, to be relocated (7) Proposed markings (illustrated and quantified) which include railroad and pavement markings, object markings and delineation (8) Quantities of existing markings to be removed (9) Proposed signs (illustrated and numbered) (10) Proposed delineators and object markers 2. Summary of small signs tabulation 3. Sign Detail Sheets H. NIISCELLANEOUS ROADWAY (Basic Services and Other Additional Services, TxDOT Function Code 163) 1. Traffic Control Plan (TCP), Detours and Sequence of Construction (Basic Services) A detailed TCP shall be developed when traffic handling during construction involves complications for which a feasible solution is not covered by the Texas MUTCD or the current Barricade and Construction (BC) Standards. Traffic Control Plan Layouts shall include: Page 12 05100 a. The sequence of construction and method of handling traffic during each phase. b. The existing and proposed traffic control devices that will be used to handle traffic during each construction sequence, including signals, regulatory signs, warning signs, construction warning signs, guide signs, route markers, construction pavement markings, channelizing devices, portable changeable message signs, flashing arrow boards, barricades, barriers, etc. C. The proposed traffic control devices (stop signs, signals, flagperson, etc.) at grade intersection during each construction sequence. d. Where detours are provided, typical cross sections shall be shown. e. Road construction work hours shall be developed after an investigation of the traffic volumes has been performed. 2. Illumination (Basic Services) The ENGINEER shall provide illumination design services for security lighting at the rail yard along with the Whiteface line. a. Preliminary Roadway and Railroad Illumination Layout and Electrical Circuit Layout -Lettering shall be a minimum size of 5132" height for hand lettering and 140 for lettering by computer- aided design and drafting (CADD). b. Final Roadway and Railroad Illumination and Electrical Circuit Layouts (1) Roadway and railroad layout showing pavement edges and shoulders, curbs, retaining walls, etc. (2) Center line with station numbering. (3) ROW lines. (4) Symbol legend. (5) Culverts and other structures that present a hazard to traffic. (6) Location of underground utilities, if not shown on plan profile. (7) Location of overhead electrical lines, both crossing and parallel to ROW. (8) Existing service poles, electrical circuits, ground boxes, etc. (9) Contact electric utility for service pole locations, voltage characteristics. (10) Location of proposed sign lighting circuits and roadway and railway illumination. (11) Proposed electrical circuits. (12) Tabulation of all quantities including proposed, existing to be relocated, and existing to be removed. C. General Guidelines for Illumination - The ENGINEER shall submit, in advance of PS&E due date, the illumination electrical circuit layout sheets for review by the OWNER. 3. Miscellaneous Drafting/Standards (Basic Services) 4. Compute and Tabulate Quantities (Basic Services) 5. Special Utility Details: Water, Sanitary, Sewer, etc. (Basic Services) Page 13 05100 6. Nliscellaneous Structures a. Type of Structure (1) Conventional Illumination Poles (2) Railroad Crossing Warning Signal Supports 7. Agreements (Other Additional Services) a. Utility Agreements - See Section C. Right -of -Way b. Exhibits for Utility Agreements - See Section C. Rigbt-of-Way C. Railroad Agreements d. Railroad Exhibits (1) Railroad Grade Crossing (Pre -Cast Concrete, Rubberized or Wood Planking) (2) Railroad Grade Crossing Warning Systems (Signals) (3) Other Miscellaneous Sketches for Railroad 8. Estimate of Construction Cost (Basic Services) 9. Specifications and General Notes (Basic Services) 10. Bridge Design - No railroad or roadway bridge design has been included as part of this project. ENGINEER shall provide bridge design services as directed by the OWNER, upon agreement between ENGINEER and OWNER of additional scope and compensation and receipt of written authorization to proceed. Bridge Scope added as TxDOT Function Code 170 -- Bridge Design. 11. Bidding Phase Services (Basic Services) The ENGINEER shall perform the following bidding phase services: a. Coordinate a program for bidding and contract awarding procedures with the OWNER. b. Assist the OWNER in advertising and obtaining proposals for construction and trackwork procurement contracts. C. Conduct pre-bid conferences. d. Respond to Contractor's questions during bidding and issue addenda as appropriate. e. Attend the bid opening, tabulate bids and assist the OWNER in evaluating bids or proposals. L BRIDGE DESIGN (TxDOT Function Code 170) CWRMA Bridge 1. Bridge Layout and Preliminary Design a. Establish Design Criteria and Geometry. b. Design of Superstructure including determination of Type of Structure. C. Design of Substructure including review of Geotechnical Data. d. Development of Bridge Layout Plan/Elevation Sheet(s). 2. Final Bridge Design a. Superstructure Design and Preparation of Details. b. Abutment Backwall Design and Preparation of Details. C. Wingwall Design and Preparation of Details. Page 14 05100 d. Drill Shaft Design and Preparation of Details. e. Preparation of Structure Drawings. 3. Estimation of Construction Quantities and Cost. 4. Develop Special Specification and Provisions require for Construction. 5. Quality Assurance/Quality Control BNSF Bridge 1. Bridge Layout and Preliminary Design a. Establish Design Criteria and Geometry. b. Design of Superstructure including determination of Type of Structure. C. Design of Substructure including review of Geotechnical Data. d. Development of Bridge Layout Plan/Elevation Sheet(s). 2. Final Bridge Design a. Superstructure Design and Preparation of Details. b. Abutment Backwall Design and Preparation of Details. C. Wingwall Design and Preparation of Details. d. Drill Shaft Design and Preparation of Details. e. Preparation of Structure Drawings. 3. Estimation of Construction Quantities and Cost. 4. Develop Special Specification and Provisions require for Construction. 5. Quality Assurance/Quality Control J. CONSTRUCTION PHASE Administration of the Construction Contract (Basic and Other Additional Services) 1. Project Supervision (Basic Services, TxDOT Function Code 310) - Project Management and project engineering services shall be provided by the ENGINEER. Field office facilities will be furnished by the Contractor. The ENGINEER shall conduct the pre -construction meeting. 2. Inspection (Other Additional Services, TxDOT Function Code 320) a. Resident field inspection b. Pay quantities and daily reporting of work completed, including accounting practices required by the USDOT- Surface Transportation Board. C. Maintenance of Project Records including progress and final estimates d. Final inspection e. Recommendations to OWNER for acceptance of work 3. Materials Testing (Other Additional Services, TxDOT Function Code 330) - The ENGINEER will provide materials testing services required during construction, consisting of the following: a. Compaction tests (One per 500 feet) b. Moisture density relationships (Proctor) (One per mile) C. Aggregate analysis for subballast (Four per mile) d. Asphalt samples (Three per road crossing) Pacre 15 05100 e. Ballast analysis: Gradation, clay lumps and friable particles, absorption, wear, soundness, and thin elongated particles (15 samples). 4. Project Control Surveys (Other Additional Services, TxDOT Function Code 340) - All construction staking will be performed by the contractor. The ENGINEER will provide references to project control points established during design. The resident project representative shall review field survey notes provided by the Contractor for conformance with the Contract Documents. 5. Design Verification, Changes and Alterations (Basic Services, TxDOT, Function Code 35 1) a. Shop Drawing Review b. Field Change Orders C. Supplemental Agreements 6. Final flan Preparation (Other Additional Services, TxDOT Function Code 352) a. Reproducible records prints of Drawings showing changes made during the Construction process, based on the marked -up prints, drawings and other data furnished by the Contractor to ENGINEER b. Certified American Land Title Association (A.L.T.A.) survey or equivalent of the new right-of-way, prepared by a registered Texas land surveyor showing all improvements, the new facilities, lot lines, utility easements, roads, and showing no encroachments. II. EASEMENTS, LETTERS OF PERMISSION PERMITS, ETC. A. EASEMENTS AND LETTERS OF PERMISSION (Other Additional Services) The ENGINEER shall be responsible for delineating all easements for purposes of proposed construction. The OWNER shall be responsible for securing the necessary legal instruments. B. PERMITS (Other Additional Services) ENGINEER will be responsible for preparation and coordination for obtaining all permits required for the project. The OWNER will be responsible for all permit application fees. The following permit applications will be prepared and coordinated with the appropriate agencies: 1. U.S. Department of Transportation Surface Transportation Board (formerly the Interstate Commerce Commission) 2. Texas Railroad Commission 3. 404 Permit (U.S. Corps of Engineers) 4. National Pollutant Discharge Elimination System (NPDES) Stormwater (Environmental Protection Agency) III. COORDINATION OF UTILITIES (Other Additional Services) Page 16 05100 The ENGINEER shall distribute prints of the project layout to various utility companies to determine which utilities are in the limits of the project. These shall be preliminary and are not for platting purposes. Upon completion of the preliminary drainage plans, the ENGINEER shall distribute prints to the various utility companies and request a review of possible conflicts. Upon return of these prints, a meeting will be scheduled by the ENGINEER involving the OWNER, TxDOT, the Railroad, and the various utility companies to discuss potential conflicts and conformance with the TxDOT Utility Accommodation Policy. The ENGINEER shall be responsible for coordination with the various utility companies for exposing potential conflicts and field ties to uncovered utilities in potential conflict areas. IV. SPECIFICATIONS SPECIAL PROVISIONS SPECIAL SPECIFICATIONS (Basic Services) Specifications will be prepared in conformance with the sixteen division format for the Construction Specification Institute and based on ENGINEER's Standard Specifications and General Conditions: Wherever possible, TxDOT Standard Specifications and/or previously approved special provisions and/or special specifications shall be used. Specifications for railway work shall be prepared in accordance with the AREA Manual for Railway Engineering. V. MEETINGS The ENGINEER will conduct monthly progress review meetings with the OWNER. Two project coordination meetings will be held with the following: Federal Highway Administration Texas Department of Transportation USDOT Surface Transportation Board West Texas and Lubbock Railroad Burlington Northern Santa Fe Railway Company U.S. Army Corps of Engineers Environmental Protection Agency Lubbock County Page 17 05/00 Resolution No. 2000-R 0333 September 27, 2000 EXHIBIT D Item No. 20 - SUMMARY OF COMPENSATION RAILROAD RELOCATION FOR EAST -WEST FREEWAY September 18, 2000 BASIC SERVICES (Phases 2 and 3) Function Code Fixed Fee Maximum Amount 160 $ 27,774 $ 282,836 161 2,593 132,819 162 2,286 19,329 163 37,351 314,834 180 16,103 192,830 Total Basic Services $ 86,107 $ 942,645 ADDITIONAL SERVICES (Phase 1) Function Code Fixed Fee Maximum Amount 110 $ 19,284 $ 198,457 120 25.503 566,136 Total Additional Services $ 44,787 $ 764,593 OTHER ADDITIONAL SERVICES (Phases 2 and 3) Function Code Fixed Fee Maximum Amount 130 $2,473 $ 134,189 150 2,672 158,172 160 0 26,250 163 6,017 92,401 170 11,027 95,470 180 17,327 362,670 Total Other Additional Services $ 39,516 $ 869,152 Fixed Fee Maximum Amount Subtotal (Phase 1) $ 44,787 $ 764,593 Subtotal (Phase 2 and 3) $ 125,623 $1,811,798 TOTAL PROJECT $170,410 $ 2,576,392 Resolution NO. 2000-RO333 Report HDR Engineering, Inc. $371,896 Wilson Surveying Company, Inc. $257,330 Terra Engineers $57,418 ICC Permit Attorney 9118100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Tota! Project $1.,811,798 CITY of LUBBOCK, TX IiDR ENGINEERING - MANHOUR BREAKDOWN 9118/00 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES MANHOURS (Labor Rates) A B C DE F DIRECT DIRECT % Total Plwse 2 - $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 TOTAL LABOR LAB, OH per Work Dea'rH ion Phase 3 - $ 57,76 $ 48.09 $ 35.84 $ 24.67 $ 20.94 $ 16.82 IIRS COSTS & PROFIT Code FC 130 Right -of -Way Data - Phase 2 36 72 0 0 0 72 180 $6,243 $18.,959 1.97'% FC 150 Field Surveying - Phase 2 14 100 0 0 0 100 214 $6,749 $20,494 2.13% FC 160 Roadway Design Controls - Phase 2 12 242 660 668 1,116 0 2,698 $70,115 $212,927 22.12% FC 161 Drainage Design- Phase 2 6 72 80 0 0 24 182 $6,546 $19,879 2.06% FC 162 Signs, Markings, Signals- Phase 2 4 20 60 48 82 0 214 $5,774 $17,533 1.82% FC] 63 Miscellaneous (Roadway)- Phase 2 132 971 856 336 624 709 3,628 $109,357 $332,096 34.50% FC170 Bridge Design - Phase 2 28 76 244 356 336 16 1,056 $27,834 $84,528 8.78% FC 180 Construction Services - Phase 3 98 444 588 896 280 496 2,802 $84,397 $256,296 26.62% TOTAL IiDR DIRECT LABOR COST 330 1,997 2,488 2,304 2,436 1,417 10,974 $317,015 $962,712 0,6 of Total Hours by Labor Classification 3.Oi 95 18.2095 22.67% 21.00% 22.22% 12.9190 HDR - TOTAL LABOR COST W/ OH $962,712 HDR ENGR -TOTAL PROJECT D! OS Printing and Reproduction $13,865 Travel $66,252 CADD & Computer $44,667 Telephone, Fax, & Misc. $8,709 Photos & Miscellaneous $3,950 TO'T'AL HDR DIRECT COSTS $137,443 SUBCONMCTS - TOTAL PROJECT Parkhill, Smith & Cooper, Inc. $371,896 Wilson Surveying Company, Inc. $257,330 Terra Engineers $57,418 ICC Permit Attorney $25,000 TOTAL S[IBCONTRACT COST $711,644 TOTAL PROJECT COST (Phase 2 & 3) $1.,811,798 Page 1 HDR OH Multiplier = 164,07% HDR Profit = 15.00% "Labor Categories" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD1Drafting F = Clerical Report HDR Engineering, Inc. $750 9/18/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN 9/18/00 Photos & Miseelianeous $ISO CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 130 Right -of -Way Data - Phase 2 MANHOURS DIRECT DIRECT Sheet Other Additional Services A B C D E F TOTAL LABOR LAB, OH Task Cowd Work Descr' tfp ion (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15,S5 HRS COSTS & PROFIT I QC/QA Review & Subconsuitant Management (9 months) 36 72 0 0 0 72 180 $6,243 $18,959 0 TOTAL IIDR DIRECT LABOR HDR ENGINEERING - FUNCTION 130 DIRECT COSTS Printing and Reproduction $750 Travel $750 Computer & CADD $0 Telephone, Fax & Misc Communications $225 Photos & Miseelianeous $ISO TOTAL HDR DIRECT COSTS $1,875 SUBCONTRACTS - FUNCTION 130 Parkhili, Smith & Cooper, Inc. $34,033 Wilson Surveying Company, Inc. $79,322 Terra Engineers $0 TCC Permit Attorney $0 TOTAL SUBCONTRACT COST $113,355 TOTAL COSTS FOR FUNCTION CODE 130 $134,184 36 72 0 0 0 72 190 $6,243 $18,959 Page 2 "Labor Categories" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. $1,050 9118100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN 9/18/00 $250 TOTAL HDR DIRECT COSTS CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 150 Field Surveying - Phase 2 MANIIOURS DIRECT DIRECT Sleet Other Additional Services A 13 C A E F TOTAL LABOR LAB, OH Task, Carutt Work Descr(ytLn (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT i QC/QA Review & Subconsultant Management (12 months) 14 100 0 0 0 100 314 $6,749 $20,494 0 TOTAL HDR DIRECT LABOR 14 100 HIR ENGINEERING - FUNCTION 150 DIRECT COSTS Printing and Reproduction $1,050 Travel $1,842 Computer & CADD $0 Telephone, Fax & Misc Communications $438 Photos & Miscellaneous $250 TOTAL HDR DIRECT COSTS $3,580 SUBCONTRACTS - FUNCTION 150 Parkhill, Smith & Cooper, Inc- $0 Wilson Surveying Company, Inc. $134,096 Terra Engineers $0 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $134,098 TOTAL COSTS FOR FUNCTION CODE 150 $158,172 Page 3 0 0 0 100 314 $6,749 $20,494 A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. RAILROAD RELOCATION FOR FAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANIIOUR BREAKDOWN 9/18/00 CONSTRUCTION PLANS. SPECIFICATIONS AND ESTIMATES 108 TOTAL HDR DIRECT LABOR FC 1.60 Roadway Desl n Co rots - Phase 2 Printing and Reproduction MANHOURS Travel $4,368 Computer & CADD DIRECT DIRECT $1,776 Sheer Basic and Other Additional Services A B C D E F TOTAL LABOR LAB, OH Task Count Work Descr' rtl on (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT 1 Geometric Design 1 Title Sheet 0 0 8 0 16 0 24 $575 $1,746 30 Develop Plan/Profile Sheets 10 124 376 376 728 0 1,614 $41,178 $125,051 3 Develop Yard Layout Sheets 0 12 32 32 68 0 144 $3,640 $11,055 1 Prepare Track Detail Sheets 0 8 20 20 40 0 88 $2,249 $6,830 1 Prepare Turnout Detail Sheet 0 8 20 20 40 0 88 $2,249 $6,830 2 Grading Design 5 Develop Typical Section Sheets 0 42 64 64 104 0 274 $7,462 $22,659 65 Develop Cross Section Sheets 2 24 84 100 76 0 286 $7,710 $23,414 3 Pavement Design 0 Establish Loading/Unloading Areas 0 4 16 16 0 0 36 $1,073 $3,259 2 Prepare Roadway Crossing Detail Sheets 0 20 40 40 44 0 144 $3,979 $12,084 108 TOTAL HDR DIRECT LABOR HDR ENGINEERING, - FUNCTION 160 DIRECT COSTS Printing and Reproduction $4,100 Travel $4,368 Computer & CADD $16,314 Telephone, Fax & Misc Communications $1,776 Photos & Miscellaneous $600 TOTAL HDR DIRECT COSTS $27,158 SUBCONTRACTS - FUNCTION 160 Parkhill, Smith & Cooper, Inc. $42,751 Wilson Surveying Company, Inc. $0 Terra Engineers $26,250 ICC Permit Attorney TOTAL SUBCONTRACT COST $69,001 TOTAL COSTS FOR FUNCTION CODE 160 $309,086 12 242 660 668 1,116 0 2,698 $70,115 $212,927 ► * Other Additional Services Page 4 "Labor Categories" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F - Clerical 9/18/00 Report HDR Engineering, Inc. 9/18100 RAILROAD RELOCATION FOR FAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TR HDR ENGINEERING - MANHOUR BREAKDOWN 9/18/00 Computer & CADD $248 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES $792 Photos & Miscellaneous $400 FC 161 Drainage Design- Phase2 MANHOURS DIRECT DIRECT Sheer Bessie Services A B C D E F TOTAL LABOR LAB, OH i9uk Count Work Deser{pgun (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT I QC/QA Review & Subconsultant Management 6 72 80 0 0 24 182 $6,546 $19,879 0 TOTAL HDR DIRECT LABOR HDR ENGINEERING - FUNCTION 161 DIRECT COSTS Printing and Reproduction $300 Travel $1,342 Computer & CADD $248 Telephone, Fax & Misc Communications $792 Photos & Miscellaneous $400 TOTAL I{DR DIRECT COSTS $3,082 j SUBCONTRACTS - FUNCTION 161 Parkhill, Smith & Cooper, Inc. $109,858 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney TOTAL SUBCONTRACT COST $109,858 6 72 80 TOTAL COSTS FOR FUNCTION CODE 161 $132,8191 Page 5 0 0 24 182 $6,546 $19,879 "Lahor Categories" A = Principal B = Project Manager C = Design Fugineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. 9/18100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX IIDR ENGINEERING - MANHOUR BREAKDOWN 9/18/00. CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES 8 TOTAL HDR DIRECT LABOR FC 162 Sians. Markings, Sienals- Phase 2 HDR ENGINEERING - FUNCTION 162 DIRECT COSTS MANHOURS $200 Travel $100 DIRECT DIRECT Sheet Basic Services A Q C D E F TOTAL LABOR LAB, OH Gaunt Work Descroion (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19,36 $ 15.55 HRS COSTS & PROFIT 1 2 Prepare Signing & Marking Detail Sheets 4 12 44 24 42 0 126 $3,566 $10,829 2 1 Prepare Railroad Sign Detail Sheet 0 4 8 24 20 0 56 $1,378 $4,184 3 5 TxDOT Sign Standard Drawings (Signing, Markers, 0 4 8 0 20 0 32 $830 $2,521 Striping Sheets) 8 TOTAL HDR DIRECT LABOR 4 20 60 HDR ENGINEERING - FUNCTION 162 DIRECT COSTS Printing and Reproduction $200 Travel $100 Computer & CADD $1,254 Telephone, Fax & Misc Communications $142 Photos & Miscellaneous $100 TO'T'AL HDR DIRECT COSTS $1,796 SUBCONTRACTS - FUNCTION 162 Parkhill, Smith & Cooper, Inc. $0 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ]CC Permit Attorney $0 TOTAL SUBCONTRACT COST $0 TOTAL COSTS FOR FUNCTION CODE 162 $19,329 Pa,,,c 6 48 82 0 214 $5,774 $17,533 "Labor Categories" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. 9118/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN 9118100 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES HDR ENGINEERING - FUNCTION 163 DIRECT COSTS FC163 Miscellaneous (Roadway)- Phase 2 $2,350 Travel MANHOURS Computer & CADD $13,588 Telephone, Fax & Misc Communications DIRECT DIRECT $1,150 Sheer Basic and Other Additional Services A B C D E F TOTAL LABOR LAB, OH Tam C21ad Werk Description (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT 1 Design Project Management (38 months) 40 541 0 0 0 319 900 $31,149 $94,594 2 2 General Note Sheets 2 8 16 16 32 8 82 $2,102 $6,382 3 2 Estimate & Quantity Sheets 2 12 32 32 28 8 114 $3,097 $9,406 4 4 Traffic Control Plans 1 16 64 64 64 0 209 $5,585 $16,959 5 1 Detour Typical Section Sheet 0 8 16 16 16 0 56 $1,561 $4,739 6 2 Lighting Detail Sheets 0 8 40 40 80 0 168 $4,142 $12,580 7 12 Standard Drawings: Guard Fence, Wire Fence, Barricades, etc. 1 8 0 20 0 0 29 $865 $2,628 8 Quantity Calculations 4 12 48 48 8 16 136 $3,836 $11,650 9 14 Railroad Exhibit Drawings & Agreements * 8 56 40 36 224 16 380 $9,649 $29,303 l0 ICC Permit Applications 8 24 80 0 40 40 192 $5,542 $16,829 11 Crossing Signal Diagnostic Field Review 4 24 40 40 0 8 116 $3,643 $11,063 12 Construction Cost Estimate 4 '20 92 12 8 20 156 $4,891 $14,854 13 Specifications (TxDOT AREA Stds, in CSI format) 10 24 92 12 4 40 182 $5,623 $17,076 14 Contract Documents 8 20 40 0 0 40 108 $3,264 $9,912 15 Project Schedule & Constructibility Review 6 22 16 0 0 26 70 $2,233 $6,781 16 Preliminary Plans QC (30%) 2 8 24 0 0 8 42 $1,382 $4,198 17 Final Plans QC (70% & 100%) 2 8 40 0 0 8 58 $1,912 $5,808 18 Bidding Services (Adv, Pre -Bid, Response,) 14 80 40 0 0 64 198 $6,625 $20,119 19 Bidding Services (Addenda, Bid Open, Evaluation & Tab) 8 32 56 0 40 48 184 $5,227 $15,872 20 Trackwork Procurement Package 8 40 80 0 80 40 248 $7.028 $21,341 37 TOTAL HDR DIRECT LABOR 132 971 856 336 624 709 3,628 $109,357 $332,096 HDR ENGINEERING - FUNCTION 163 DIRECT COSTS Printing and Reproduction $2,350 Travel $13,184 Computer & CADD $13,588 Telephone, Fax & Misc Communications $1,738 Photos & Miscellaneous $1,150 TOTAL IIDR DIRECT COSTS i $32,010 ;SUBCONTRACTS - FUNCTION 163 Parkhill, Smith & Cooper, Inc. $18,129 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney $25,000 TOTAL SUBCONTRACT COST $41,129 TOTAL COSTS FOR FUNCTION CODE 163 $407,235 ($2,100 Basic) ($250 Other) ($8,184 Basic) ($5,000 Other) ($9,588 Basic) ($4,000 Other) ($988 Basic) ($750 Other) ($650 Basic) $500 Other) ($7360 Basic) ($10,769 Other) NOTE: * Indicates Other Additional Services Page 7 "Labor Catcgories" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. 9118100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN 9118100 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC170 Bridge Design - Phase 2 MANHOURS DIRECT DIRECT Sheet A B C D E F TOTAL LABOR LAB, OH Task C2liy t Work Desrripriou (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 IIRS COSTS & PROFIT 1 Preliminary Bridge Design Establish Design Criteria & Geometry 2 6 12 8 0 0 28 $954 $2,896 Superstructure & Substructure 2 4 12 24 0 0 42 $1,230 $3,735 2 1 Prepare Preliminary Bridge Layout 0 $0 $0 Bridge Layout (PLAN/ELEVATION) Sheet 2 16 20 48 64 2 152 $3,846 $11,679 3 Final Bridge Design 0 $0 $0 Superstructure 2 6 48 68 12 0 156 $4,204 $12,766 Abutment Bkwl, Wwl, Cap & Dr. Shafts 2 6 48 80 12 0 148 $4,021 $12,212 4 Calculate Bridge and Bearing Seat Elev's 2 6 8 12 12 0 40 $1,145 $3,476 5 5 Prepare Structural Drawings 4 6 32 48 200 0 290 $6,508 $19,763 6 Quality Assurance & Quality Control 4 12 16 8 12 4 56 $1,754 $5,328 7 1 Quantity Calculations & Cost Estimates 4 6 32 32 12 2 88 $2,534 $7,696 8 Special Specifications & Spl Provisions 4 8 16 8 12 8 56 $1,639 $4,976 7 TOTAL HDR DIRECT LABOR 28 76 244 356 336 16 1,056 $27,834 $84,528 HDR ENGINEERING - FUNCTION 170 DIRECT COSTS "Labor C Printing and Reproduction $1,115 A = Principal Travel $4,666 B = Project Manager Computer & CADD $4,263 C =Design Engineer Telephone, Fax & Misc Communications $598 D = Design Tech Photos & Miscellaneous $300 E = CADD1Drafting F = Clerical TOTAL IIDR DIRECT COSTS $10,942 SUBCONTRACTS - FUNCTION 170 Parkhill, Smith & Cooper, Inc. $0 Wilson Surveying Company, Ind. $0 Terra Engineers $0 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $0 TOTAL COSTS FOR FUNCTION CODE 163 $45,470 Page 8 Report $4.000 HDR Engineering, Inc. $40,000 Computer & CADD $9,000 Telephone, Fax & Misc Communications $3,000 9118100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) TOTAL HDR DIRECT COSTS Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN 9118/00 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 180 Construction Services - Phase 3 MANHOURS DIRECT DIRECT Skeet Basic and Other Additional Services A B C D E F TOTAL LABOR LAB, OH Tag o nt Work Description (Labor Rates) $ 57.76 $ 48.09 $ 35.84 $ 24.67 $ 2094 $ 16.82 HRS COSTS die PROFIT 1 Project Management (12 months) 48 192 0 0 0 96 336 $13,620 $41,363 2 Track Project Representative (4 months) * 0 0 0 640 0 0 640 $15,789 $47,948 3 Signal Project Representative * 0 0 154 0 0 0 154 $5,519 $16,761 4 Track Project Engineer (4 months) 0 0 128 0 0 0 128 88 $4,588 $3,051 $13,931 $9,265 5 Pre -Construction Conference 8 24 16 24 0 0 0 16 40 168 $5,926 $17,995 6 Shop Drawing Review * 8 40 48 80 80 232 0 232 600 $15,263 $46,352 7 ICC Accounting 8 8 24 0 0 0 16 48 $1,885 $5,725 8 Final inspection 2 8 0 0 0 8 18 $635 $1,928 9 Recommendation for Acceptance * 20 50 0 200 0 274 $7,173 $21,783 10 100 As -Built Drawings 4 48 0 0 48 100 $3,347 $10,163 11 Provide Project Scheduling Services 4 0 80 40 248 $7,601 $23,082 12 Change Orders 8 40 80 100 TOTAL HDR DIRECT LABOR $84,397 $256,296 2,802 496 280 896 568 444 98 HDR ENGINEERING - FUNCTION 180 DIRECT COSTS Printing and Reproduction $4.000 ** Travel $40,000 Computer & CADD $9,000 Telephone, Fax & Misc Communications $3,000 Photos & Miscellaneous $1,1100 TOTAL HDR DIRECT COSTS $57,000 ($2000 Basic) ($2000 Other) ($10,000 Basic) ($30,000 Other) ($2,000 Basic) ($7,000 Other) ($1500 Basic) ($1500 Other) ($500 Basic) ($500 Other) ** Includes Subsistence for Project Representative SUBCONTRACTS - FUNCTION 180 Parkhill, Smith & Cooper, Inc. $167,125 ($53,375 Basic) ( $113,750 Other Additional) Wilson Surveying Company, Inc. $43,910 Terra Engineers $31,168 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $242,203 * Indicates Other Additional Services TOTAL COSTS FOR FUNCTION CODE 180 $555,499 Page 9 A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical I Report HDR Engineering, Inc. 9/18/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN 9/18!00 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES HDR Direct Expense FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 FC 180 TOTAL Proposed New Sheet Count (!1x17) 0 0 108 0 3 25 7 136 279 Standard TxDOT Sheet Count (11x17) 0 0 0 0 5 12 0 0 17 Printine & Reproduction (# of sets) Cost I 1 x 17 Sheets $0 $51 $0 Working Drawings (print) 4 $0.09 Isf Plotting Working Drawings 4 $1,02 Isf TxDOT 30% Submittal (print) 6 $0.09 Isf Plotting TxDOT Submittal 1 $1.02 Isf Working Drawings (print) 2 $0.09 /sf Plotting Working Drawings 2 $1.02 Isf TxDOT 60% Submittal (print) 6 $0.09 Isf Plotting TxDOT Submittal 1 $1.02 Isf Working Drawings (print) 3 $0.09 Isf Plotting Working Drawings 3 $1.02 Isf TxDOT 95% Submittal (print) 6 $0.09 Isf Platting TxDOT Submittal 1 $1.02 Isf Working Drawings (print) 3 $0.09 Isf Plotting Working Drawings 3 $1.02 Isf TxDOT Final Submittal (print) 6 $0.09 Isf Plotting TxDOT Submittal 1 $1.02 /sf TxDOT Final PS&E (mylar) 1 $1.95 /sf Plotting Final TxDOT Submittal 1 $1.02 Isf Xerox Standards Drawings 6 $0.16 Isf Misc. Printing/SpeCs, etC. $0 $76 $0 Full 24 x 36 Sheets $18 $5 $0 Working Blueline Drawings 12 $0.09 Isf Plotting Blueline Drawings 2 $1.02 Isf Color Plots of Plan 0 $7.72 Isf Total Direct Cast Associated w/ Printing $0 $0 $51 $0 $1 $12 $3 $0 $0 $0 $573 $0 $16 $133 $37 $0 $0 $0 $76 $0 $2 $18 $5 $0 $0 $0 $143 $0 $4 $33 $9 $0 $0 $0 $25 $0 $I $6 $2 $0 $0 $0 $286 $0 $8 $66 $19 $0 $0 $0 $76 $0 $2 $18 $5 $0 $0 $0 $143 $0 $4 $33 $9 $0 $0 $0 $38 $0 $1 $9 $2 $0 $0 $0 $430 $0 $12 $99 $28 $0 $0 $0 $76 $0 $2 $18 $5 $0 $0 $0 $143 $0 $4 $33 $9 $0 $0 $0 $38 $0 $1 $9 $2 $0 $0 $0 $430 $0 $12 $99 $28 $0 $0 $0 $76 $0 $2 $18 $5 $0 $0 $0 $143 $0 $4 $33 $9 $180 $0 $0 $274 $0 $8 $63 $18 $345 $0 $0 $143 $0 $4 $33 $9 $180 $0 $0 $0 $0 $6 $15 $0 $0 $100 $100 $200 $200 $100 $500 $0 $1,000 $0 $0 $700 $0 $19 $162 $45 $0 $0 $0 $1,322 $0 $37 $306 $86 $1,665 $0 $0 $0 $0 $0 $0 $0 $0 $100 $100 $5,385 $200 $250 $1,715 $336 $3,370 Page 10 I Report HDR Engineering, Inc. 9/18100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX 13DR ENGINEERING - MANHOUR BREAKDOWN 9/18/00 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES HDR Direct Expense FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 FC 1 Travel EApense ' (trip) 1 Airfare to Client I Airfare to Subs 1 Airfare to Site Lodging @ Client/person Lodging @ Substperson Lodging @ Site/person Subsistence @ Client/person Subsistence @ Subs/person Subsistence @ Site/person I Rental Car (client) 1 Rental Car (subs) 5 Rental Car (site) Trips to Client Trips to Subconsultants Trips to Site 0 0 0 0 0 12 3 16 2 3 8 4 0 12 0 16 0 0 0 0 0 0 2 24 (# of personsJCP_a0 (Units) 1 $200 /trip 1 $200 /trip I $200 /trip 1 $60 /day 1 $60 /day 1 $300 /wk l $25 /day k $25 Iday 1 $125 /wk **** $50.00 /day **** $50.00 /day +*** $50.00 /day # of f days] Lrol) Units Airport Parking @ Client 1 $7.00 Iday Airport Parking @ Subs 1 $7.00 Iday, Airport Parking @ Site 5 $7.00 /day' Total Direct Cost Associated w/ Travel $0 $0 $0 $0 $0 $2,400 $600 $3,200 $400 $600 $1,600 $800 $0 $2,400 $0 $3,200 $0 $0 $0 $0 $0 $0 $400 $4,800 $0 $0 $0 $0 $0 $720 $180 $960 $120 $180 $480 $240 $0 $720 $0 $960 $0 $0 $0 $0 $0 $0 $600 $7,200 $0 $0 $0 $0 $0 $300 $75 $400 $50 $75 $200 $100 $0 $300 $0 $400 $0 $0 $0 $0 $0 $0 $250 $3,000 $0 $0 $0 $0 $0 $600 $150 $800 $100 $150 $400 $200 $0 $600 $0 $800 $0 $0 $0 $0 $0 $0 $500 $6,000 $0 $0 $0 $0 $0 $84 $21 $112 $14 $21 $56 $28 $0 $84 $0 $112 $0 $0 $0 $0 $0 $0 $70 $840 $684 $1,026 $2,736 $1,368 $0 $8,208 $2,846 $32,784 Page I I Report HDR Engineering, Inc. 9/18100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK (Phase 2 & 3) Revised Total Project CITY of LUBBOCK, TX HDR ENGINEERING - MANIIOUR BREAKDOWN 9118/00 To TxDOT 101b $45.99 lea $184 $184 $552 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES $184 $552 $184 $1,104 To Railroad 10 lb $45.99 lea $M $184 HDR Direct Ex _ease FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 FC 180 Labor Cat "C" $276 0 0 660 80 60 856 244 588 Labor Cat "D" $1,380 0 0 668 0 48 336 356 896 Labor Cal "E" FC 160 0 0 1116 0 82 624 336 280 CADCADD & Com r Expense $300 $200 $100 $1,000 $100 $1,200 Total Direct Cost Associated w/ Photos & N isc. (Utilization! {Cost! Units $100 $300 $200 $100 $1,000 $100 $1,200 Cat "C.' Engineer Computer 30% $10.00 Ihr $0 $0 $1,980 $240 $180 $2,568 $732 $1,764 Cat"D" Engineer CADD 30% $15.00 /hr $0 $0 $3,006 $0 $216 $1,512 $1,602 $4,032 Cat "E" Technician CARD 80% $15.00 /hr $0 $0 $13,392 $0 $984 $7,488 $4,032 $3,360 Total Direct Cost Associated w/ CADU $0 $0 $18,378 $240 $1,380 $11,568 $6,366 $9,156 FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 141 180 Number of Shipment to City, TxDOT do Radrtmd 4 4 12 2 4 12 4 24 Number of Shipments to Subconsultants 2 2 6 6 0 6 2 12 Telepl one EAU & Comm. izc Cost(Units To TxDOT 101b $45.99 lea $184 $184 $552 $92 $184 $552 $184 $1,104 To Railroad 10 lb $45.99 lea $M $184 $552 $92 $184 $552 $184 $1,104 To Subconsultants 10 Ib $45.99 lea $92 $92 $276 $276 $0 $276 $92 $552 Total Direct Cost Associated w/ Communication i $460 $460 $1,380 $460 $368 $1,380 $460 $2,759 FC 130 FC 15U FC 160 FC 161 FC 162 FC 161 FC 17U FC 180 ph tos jkfflisLellaneoys $100 $100 $300 $200 $100 $1,000 $100 $1,200 Total Direct Cost Associated w/ Photos & N isc. $100 $100 $300 $200 $100 $1,000 $100 $1,200 Page 12 Resolution No. 2000-80333 Report HDR Engineering, Inc. 911811)0 RAILROAD RELOCATION FOR FAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES 9/18/00 MANHOURS (Labor Rates)4 13 C' D E } DIRECT DIRECT % Total Phase 2 - $ 53.10 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 TOTAL LABOR LAB, OH per Work Descrinticn HRS COSTS & PROFIT Code FC 130 Right -of -Way Data - Phase 2 0 0 0 0 0 0 0 $Q $0 0.00%U FC 150 Field Surveying - Phase 2 2 4 0 0 0 4 10 $347 $1,053 1.16% FC 160 Roadway Design Controls - Phase 2 4 30 72 88 61 0 255 $7,122 $21,627 23.72% FC 161 Drainage Design- Phase 2 2 40 16 0 0 8 66 $2,540 $7,713 8.46% FC 162 Signs, Markings, Signals- Phase 2 2 4 4 4 2 0 16 $547 $1,662 1.82% FC 163 Miscellaneous (Roadway)- Phase 2 11 32 40 40 24 4 151 $4,775 $14,501 15.90% FC 170 Bridge Design - Phase 2 14 42 128 182 184 8 558 $14,695 $44;626 48.94% FC 180 Construction Services - Phase 3 0 0 0 0 0 0 0 $0 $0 0.00% TOTAL HDR DIRECT LABOR COST 35 152 260 314 271 24 1,056 $30,025 $91,181 % of Total Hours by Labor Classificatiorf 3.31 % 1.4.39% 24.62% 29.73% 25.66% 2.27% HDR - TOTAL LABOR COST W/ OlT $91,181 HDR OH Multiplier= 164.07% "Labor Categories" HDR Profit = 15.00% A = Principal B = Project Manager HDR EY—GE, - EOTAL PROJECT DIRECT COSTS C = Design Engineer Printing and Reproduction $1,179 D = Design Tech Travel $4,556 E = CADDlDr'afting CADD & Computer $3,342 F = Clerical Telephone, Fax, & Misc. $874 Photos & Miscellaneous $598 TOTAL HDR DIRECT COSTS $10,549 SSCCHCONIMCTS .- TOTAL P—RaIECT Parkbill, Smith & Cooper, Inc. $25,718 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $25,718 ADDITIONAL FEE REQUESTED $127,449 Page 1 0 TOTAL HDR DIRECT LABOR HDR ENGINEERING - FUNCTION 130 DIRECT COSTS Printing and Reproduction $0 Travel $0 9118100 $0 HDR Engineering, Inc. $0 Photos & Miscellaneous $0 Report Additional Fee from Rail Tex Review CITY of LUBBOCK, TX RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK and BNSF Bridge Addition HDR ENGINEERING - MANIIOUR BREAKDOWN CONSTRUCTION PLAINS, SPECIFICATIONS AND ESTIMATES FC 130 Right -of -Way Data - Phase 2 MANHOURS F DIRECT TOTAL LABOR DIRECT LAB, OH Sheet Other Additional Services (Labor Rates) $ A B C D 53.40 $ 44.46 $ 33.14 $ 22.81 $ E 19.36 $ 15.55 HRS COSTS & PROFIT Gouu Work Description 1 QC/QA Review & Subconsultant Management 0 0 0 0 0 0 0 $0 $4 0 TOTAL HDR DIRECT LABOR HDR ENGINEERING - FUNCTION 130 DIRECT COSTS Printing and Reproduction $0 Travel $0 Computer & CADD $0 Telephone, Fax & Misc Communications $0 Photos & Miscellaneous $0 TOTAL HDR DIRECT COSTS $0 SUBCONTRACTS - FUNCTION 130 Parkhill, Smith & Cooper, Inc. $tl Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney SO TOTAL SUBCONTRACT COST $0 TOTAL COSTS FOR FUNCTION CODE 130 $0 0 0 0 0 0 0 0 $0 $0 Page 2 A = Principal B = Project Manager C =Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc, 9118100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX and BNSF Bridge Addition HDR ENGINEERING - MANHOUR BREAKDOWN CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 150 Field Survevine - Phase 2 MANHOURS DIRECT DIRECT Sheet Other Additional Services A B C D L: F TOTAL LABOR LAB, OH Cask Cowit Work Descr(prion (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 IIRS COSTS & PROFIT i QC/QA Review & Subconsaltant Management (1 month) 2 4 0 0 0 4 10 $347 $1,053 BNSF Bridge Survey 0 TOTAL HDR DIRECT LABOR 2 4 0 HDR ENGINEERING - FUNCTION 150 DIRECT COSTS Printing and Reproduction $50 Travel $342 Computer & CADD $0 Telephone, Fax & Misc Communications $138 Photos & Miscellaneous $50 TOTAL HDR DIRECT COSTS $580 SUBCONTRACTS - FUNCTION 150 Parkhill, Smith & Cooper, Inc. $0 Wilson Surveying Company, Inc. $0 Under Direct Contract with TxDOT Terra Engineers $0 ICC Permit Altomey $0 TOTAL SUBCONTRACT COST $0 TOTAL COSTS FOR FUNCTION CODE 150 $1,633 Page 3 0 0 4 10 $347 $1,053 "Labor CategQ6o" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical e Report $100 Travel HDR Engineering, Inc. Computer & CADD $1,344 Telephone, Fax & Misc Counnunicalions $276 9/18100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LU13BOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 160 Roadway Design Controls - Phase 2 MANHOURS DIRECT DIRECT Sheet A B C D E F TOTAL LABOR LAB, OH Task Count Work Descrivtinn (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 1'9.36 $ 15.55 HRS COSTS &PROFIT 1 Geometric Design 1 Title Sheet 0 0 0 0 0 0 0 $0 $0 57 Develop Plan/Profile Sheets 2 4 12 12 12 0 42 $1,188 $3,609 l Develop Yard Layout Sheets 0 4 8 8 8 0 28 $780 $2,370 8 Prepare Track Detail Sheets 0 4 8 8 8 0 28 $780 $2,370 2 Prepare Turnout Detail Sheet 0 4 8 8 8 U 28 $780 $2,370 2 Grading Design 3 Develop Typical Section Sheets 0 2 4 4 4 0 14 $390 $1,185 103 Develop Cross Section Sheets 2 8 24 40 16 [i 90 $2,480 $7,531 3 Pavement Design 0 Establish Loading/Unloading Areas 0 0 0 0 0 0 0 $0 $0 12 Prepare Roadway Crossing Detail Sheets 0 4 8 8 5 0 25 $722 $2,193 187 TOTAL HDR DIRECT LABOR 72 88 $7,122 $21,627 255 0 61 30 4 HDR ENGINEERING - FUNCTION 160 DIRECT COSTS Printing and Reproduction $100 Travel $1,368 Computer & CADD $1,344 Telephone, Fax & Misc Counnunicalions $276 Photos & Miscellaneous $98 TOTAL IIDR DIRECT COSTS $3,186 SUBCONTRACTS - FUNCTION 160 Parkhill, Smith & Cowper, Inc. $0 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $0 TOTAL COSTS FOR FUNCTION CODE 160 $24,813 Page 4 "Labor CategpfitS" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. Travel 9118100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition $100 CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 161 Drainnee Desien- Phase 2 MANHOURS DIRECT DIRECT Sheet Basic Services A B C D F F TOTAL LABOR LAB, OH TaA n Work Desrriplion (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT I QC/QA Review & Subxonsultant Managemcnt 2 40 16 0 0 8 66 $2,540 $7.713 0 TOTAL HDR DIRECT LABOR HDR ENGINEERING - FUNCTION 161 DIRECT COSTS Printing and Reproduction $50 Travel $342 Computer & CADD $48 Telephone, Fax & Misc Communications $92 Photos & Miscellaneous $100 TOTAL HDR DIRECT COSTS $632 SUBCONTRACTS - FUNCTION 161 Parkhill, Smith & Cooper, Inc. $25,718 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $25,718 2 40 TOTAL COSTS FOR FUNCTION CODE 161 $34,063 Page 5 16 0 0 8 66 $2,540 $7,713 "Labor Categories" A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. 9/18/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 162 Sims, Markings, Signals- Phase 2 MANHOURS DIRECT DIRECT Sheet Basic Services A B C D E F TOTAL LABOR LAB, OH Task Ca[gg Work Description (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT 1 27 Prepare Signing & Marking Detail Sheets 2 4 4 4 2 0 16 $547 $1,662 2 8 Prepare Railroad Sign Detail Sheet 0 0 0 0 0 0 0 $0 $0 3 5 TxDOT Sign Standard Drawings (Signing, Markers, 0 0 0 0 0 0 0 $0 $0 Striping Sheets) 40 TOTAL HDR DIRECT LABOR HDR G•NGINEERINC - FUNCTION 162 DIRECT COSTS Printing and Reproduction Travel Computer & CADD Telephone, Fax & Mise Communications Photos & Miscellaneous TOTAL HDR DIRECT COSTS SUBCONTRACTS - FUNCTION 162 Parkhill, Smith & Cooper, Inc. Wilson Surveying Company, Inc. Terra Engineers ICC Permit Attorney TOTAL SUBCONTRACT COST 2 4 4 4 2 0 16 $100 $0 $54 $92 $50 $296 $0 $0 $0 $0 $0 TOTAL COSTS FOR FUNCTION CODE 162 $1,958 Pace 6 $547 $1,662 "Labor Categ4ricS' A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. 9118/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY W LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, Tx HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC163 Miscellaneous (Roadway)- Phase 2 MANHOURS DIRECT DIRECT Sheet A B C D E F TOTAL LABOR LAB, OH Coull ftrkD r� ' n (Labor Rates) $ 53.40 $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT 1 Design Project Management 4 16 0 0 0 4 24 $987 $2,998 2 2 General Note Sheets 0 0 0 0 0 0 0 $0 $0 3 2 Estimate & Quantity Sheets 1 4 8 8 4 0 25 $756 $2,297 4 10 Traffic Control Plans 0 0 0 0 0 0 0 $0 $0 5 1 Detour Typical Section Sheet 0 0 0 0 0 0 0 $0 $0 6 2 Lighting Detail Sheets 0 0 0 0 0 0 0 $0 $0 7 12 Standard Drawings: Guard Fence, Wire Fence, Barricades, etc. 0 0 0 0 0 0 0 $0 $0 8 Quantity Calculations 2 4 8 8 8 0 30 $867 $2,694 9 14 Railroad Exhibit Drawings & Agreements 0 0 0 0 0 0 0 $0 $0 10 ICC Permit Applications 0 0 0 0 0 0 0 $0 $0 I1 Crossing Signal Diagnostic Field Review 0 0 0 0 0 0 0 $0 $0 12 Construction Cost Estimate 2 4 12 12 8 0 38 $1,1 1 1 $3,374 13 Specifications (TxDOT AREA Stds, in CSI format) 2 4 12 12 4 0 0 $1,033 $3,138 14 Contract Documents 0 0 0 0 0 0 0 $0 $0 15 Project Schedule & Constructibility Review 0 0 0 0 0 0 0 $0 $0 16 Preliminary Plans. QC (30%) 0 0 0 0 0 0 0 $0 $0 17 Final Plans QC (70'%a & 1000) 0 0 0 0 0 0 0 $0 $0 18 Bidding Services (Adv, Pre -Bid, Response,) 0 0 0 0 0 0 0 $0 $0 19 Bidding Services (Addenda, Bid Open, Evaluation & Tab) 0 0 0 0 0 0 0 $0 $0 20 Trackwork Procurement Package 0 0 0 0 0 0 0 $0 $0 43 TOTAL HDR DIRECT LABOR 11 32 40 40 24 4 117 $4,775 $14,501 HDR ENGINEERING - FUNCTION 163 DIRECT COSTS Printing and Reproduction Travel Computer & CADD Telephone, Fax & Misc Communications Photos & Miscellaneous, TOTAL HDR DIRECT COSTS SUBCONTRACTS - FUNCTION 163 Parkhill, Smith & Cooper, Inc. Wilson Surveying Company, Inc. Terra Engineers ICC Permit Attorney TOTAL SUBCONTRACT COST $100 $684 $588 $138 $100 TOTAL COSTS FOR FUNCTION CODE 163 $16,111 1 Page 7 "Labor Categorise A = Principal B = Project Manager C = Design Engineer D = Design Tech E = C'ADD/Drafting F = Clerical RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CI'T'Y of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 170 Bridge Resign - Phase 2 MANHOURS DIRECT DIRECT Sheel Basic and Other Additional Services A B C D E F TOTAL LABOR LAB, OH Task Count Work Description (Labor Rates) $ 53.40_ $ 44.46 $ 33.14 $ 22.81 $ 19.36 $ 15.55 HRS COSTS & PROFIT 1 Preliminary Bridge Design Establish Design Criteria & Geometry 1 4 8 8 0 0 21 $679 $2,033 Superstructure & Substructure 1 2 B 8 0 0 19 $590 $1'767 2 1 Prepare Preliminary Bridge Layout Bridge Layout (PLAN/ELEVATION) Sheet 1 8 12 24 32 1 78 $1,989 $5,957 3 Final Bridge Design Superstructure 1 4 24 40 12 0 81 $2,17! $fi,502 Abutment Bkwl, Wwl, Cap & Dr. Shafts 1 4 24 40 12 0 81 $2,171 $6,502 4 Calculate Bridge and Bearing Seat Elev's 1 4 4 6 12 0 27 $733 $2,195 5 10 Prepare Structural Drawings 2 4 16 24 80 0 126 $2,911 $8,717 6 Quality Assurance & Quality Control 2 4 $ 8 12 2 36 $996 $2,982 7 2 Quantity Calculations & Cost Estimates 2 4 16 16 12 1 51 $1,428 $4,275 8 Special Specifications & Spi Provisions 2 4 8 8 12 4 38 $1,027 $3,075 13 TOTAL HDR DIRECT LABOR 14 42 128 182 184 8 558 $14,695 $44,004 HDR ENGINEERING - FUNCTION 170 DIRECT COSTS Printing and Reproduction Travel Computer & CADD Telephone, Fax & Misc Communications Photos & Miscellaneous TOTAL HDR DIRECT COSTS SUBCONTRACTS - FUNCTION 170 Parkhill, Smith & Cooper, Inc. Wilson Surveying Company, Inc. Terra Engineers ICC Permit Attorney TOTAL SUBCONTRACTCOST $779 $1,820 $1,308 $138 $200 $4,245 $0 $0 $0 $0 $0 TOTAL, COSTS FOR FUNCTION CODE 170 $48,249 Page 8 A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report $0 Wilson Surveying Company, Inc. HDR Engineering, Inc. Terra Engineers $0 ICC Permit Attorney $0 9118/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES FC 180 Construction Services - Phase 3 MANHOURS DIRECT DIRECT Sheet A B C D E F TOTAL LABOR LAB, OH Count Work Description (Labor Rates) $ $ $ - $ - $ $ HRS COSTS & PROFIT I Project Management (12 months) 0 0 0 0 0 0 0 $0 $0 2 Track Project' Representative (4 months) 0 0 0 0 0 0 0 $0 $0 3 Signal Project Representative 0 0 0 0 0 0 0 $0 $0 4 Track Project Engineer (4 months) 0 0 0 0 0 0 0 $0 $0 5 Pre -Construction Conference 0 0 0 0 0 0 0 $0 $0 6 Shop Drawing Review 0 0 0 0 0 0 0 $0 $0 7 ICC Accounting 0 0 0 0 0 0 0 $0 $0 8 Final Inspection 0 0 0 0 0 0 0 $0 $0 9 Recommendation for Acceptance 0 0 0 0 0 0 0 $0 $0 10 100 As -Built Drawings 0 0 0 0 0 0 0 $0 $0 11 Provide Project Scheduling Services 0 0 0 0 0 0 0 $0 $0 12 Change Orders 0 0 0 0 0 0 0 $0 $0 100 TOTAL HDR DIRECT LABOR 0 0 0 $t1 0 $0 0 0 0 HDR ENGINEERING - FUNCTION 180 DIRECT COSTS Printing and Reproduction $0 ** Travel $0 Computer & CADD $0 Telephone, Fax & Mise Communications $0 Photos & Miscellaneous $0 TOTAL HDR DIRECT COSTS $0 SUBCONTRACTS - FUNCTION 180 Parkhill, Smith & Cooper, Inc, $0 Wilson Surveying Company, Inc. $0 Terra Engineers $0 ICC Permit Attorney $0 TOTAL SUBCONTRACT COST $0 TOTAL COSTS FOR FUNCTION CODE 180 $01 Page 9 A = Principal B = Project Manager C = Design Engineer D = Design Tech E = CADD/Drafting F = Clerical Report HDR Engineering, Inc. 9118/00 RAILROAD RELOCATION FOR EAST-WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING-MANHOURBREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTBYIATES HDR Direct Expense FC 130 FC 150 FC 160 FC 161 FC j62 FC 163 FC 170 FC 180 Proposed New Sheet Court (11x17) 0 0 0 0 0 0 13 0 Standard TxDOT Sheet Count (11x17) 0 0 0 0 0 0 0 0 Printing & Reproduction# of f sets icgm ([hits) 11 x 17 Sheets Working Drawings (print) 3 $0.09 Isf $0 $0 $0 $0 $0 $0 $5 $0 Plotting Working Drawings 3 $1.02 /sf $0 $0 $0 $0 $0 $0 $52 $0 TxDOT 30% Submittal (print) 6 $0.09 Isf $0 $0 $0 $0 $0 $0 $9 $0 Plotting TxDOT Submittal 1 $1.02 Isf $0 $0 $0 $0 $0 $0 $17 $0 Working Drawings (print) 2 $0.09 Isf $0 $0 $0 $0 $0 $0 $3 $0 Plotting Working Drawings 2 $1.02 Isf $0 $0 $0 $0 $0 $0 $34 $0 TxDOT 60% Submittal (print) 6 M09 Isf $0 $0 $0 $0 $0 $0 $9 $0 Plotting TxDOT Submittal 1 $1.02 Isf $0 $0 $0 $0 $0 $0 $17 $0 Working Drawings (print) 3 $0.09 Isf $0 $0 $0 $0 $0 $0 $5 $0 Plotting Working Drawings 3 $1.02 /sf $0 $0 $0 $0 $0 $0 $52 $0 TxDOT 95% Submittal (print) 6 $0.09 Isf $0 $0 $0 $0 $0 $0 $9 $0 Plotting TxDOT Submittal 1 $1.02 /sf $0 $0 $0 $0 $0 $0 $17 $0 Working Drawings (print) 3 $0.09 Isf $0 $0 $0 $0 $0 $0 $5 $0 Plotting Working Drawings 3 $1.02 Isf $0 $0 $0 $0 $0 $0 $52 $0 TxDOT Final Submittal (print) 6 $0.09 Isf $0 $0 $0 $0 $0 $0 $9 $0 Plotting TxDOTSubmittal 1 $1.02 Isf $0 $0 $0 $0 $0 $0 $17 $0 TxDOT Final PS&E (mylar) 1 $1.95 Isf $0 $0 $0 $0 $0 $0 $33 $0 Plotting Final TxDOT Submittal 1 $1.02 Isf $0 $0 $0 $0 $0 $0 $17 $0 Xerox Standards Drawings 6 $0.16 Isf $0 $0 $0 $0 $0 $0 $16 $0 Misc. Printing/Specs, etc. $0 $50 $100 $50 $100 $100 $200 $0 Full 24 x 36 Sheets Working Blueline Drawings 6 $0.09 Isf $0 $0 $0 $0 $0 $0 $42 $0 Plotting Blueline Drawings 2 $1.02 /sf $0 $0 $0 $0 $0 $0 $159 $0 Color Plots of Plan 0 $7.72 Isf $0 $0 $0 $0 $0 $0 $0 $0 Total Direct Cost Associated w/ Printing $0 $50 $ l 00 $50 $100 $100 $779 $0 Page 10 Report HDR Engineering, Inc. 9/18/00 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK Additional Fee from Rail Tex Review CITY of LUBBOCK, TX HDR ENGINEERING - MANHOUR BREAKDOWN and BNSF Bridge Addition CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES HDR Direct Expense FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 FC 180 Trips io Client Trips to SubconsulranIs Trips to Site Travel Espen se $400 (trip) (#of Kr5ons:Cot tti I Airfare to Client 1 $200 /trip 1 Airfare to Subs 1 $200 /trip I Airfare to Site 1 $200 /trip Lodging Q Clientiperson 1 $60 /day Lodging @ Subs/person 1 $60 /day Lodging @ Site/person 1 $300 /wk Subsistence @ Client/person 1 $25 /day Subsistence @ Subs/person 1 $25 Iday Subsistence @ Site/person 1 $125 Iwk I Rental Car (client) **** $50.00 /day I Rental Car (subs) **** $50.00 /day 5 Rental Car (site) **** $50.00 /day # of f days) &DjU ti Airport Parking @ Client 1 $7.00 /day, Airport Parking @ Subs 1 $7.00 /day Airport Parking @ Site 5 $7.00 /day Total Direct Cost Associated w/ Travel I 0 1 2 0 0 2 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 2 0 $0 $200 $400 $0 $0 $400 $0 $0 $0 $0 $400 $200 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $400 $0 $0 $60 $120 $0 $0 $120 $0 $0 $0 $0 $120 $60 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $600 $0 $0 $25 $50 $0 $0 $50 $0 $0 $0 $0 $50 $25 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $250 $0 $0 $50 $100 $0 $0 $100 $0 $0 $0 $0 $100 $50 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $500 $0 $0 $7 $14 $0 $0 $14 $0 $0 $0 $0 $14 $7 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $70 $0 $0 $342 $1,368 $342 $0 $684 $1,820 $0 t Page 11 Report HDR Engineering, Inc. 9/18100 RAILROAD RELOCATION FOR EAST -WEST FREEWAY IN LUBBOCK HDR ENGINEERING - MANHOUR BREAKDOWN CONSTRUCTION PLANS, SPECIFICATIONS AND ESTIMATES IIDR Direct Expense labor Cat "C" Labor Cat "D" Labor Cat "E" Additional Fee from Rail Tex Review and BNSF Bridge Addition CITY of LUBBOCK, TX F('130 FC 150 FC 160 FC 161 FC 162 FC 163 F(' 171) FC 180 To TxDOT 10 lb $45.99 (Utilization} Cost(Units) To Railroad 101b $45.99 lea 0 0 72 16 4 40 128 0 (] 0 88 0 4 40 184 0 0 0 61 0 2 24 8 0 CARD & Computer Expense $92 $0 $46 FSiiel (Cost) (Units? To TxDOT 10 lb $45.99 (Utilization} Cost(Units) To Railroad 101b $45.99 lea To Subconsultants 101b $45.99 lea Cat"C" Engineer Computer 30% $10.00 /hr $0 $0 $216 $48 $12 $120 $384 $0 Cat "D" Engineer CADD 30% $15.00 lhr $0 $0 $396 $0 $18 $180 $828 $0 , Cat "E" Technician CADD 80% $15.00 /hr $0 $0 $732 $0 $24 $288 $96 $0 Total Direct Cost Associated w/ CADD $0 $0 $1,344 $48 $54 $588 $1,308 $0 FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 FC 180 Number of Shipment to City, TxDOT & Railroad 0 1 2 0 1 1 1 0 Number of Shipments to Subconsultants 0 1 2 2 0 1 1 0 Telephone. Fax & Comm. $46 $92 $0 $46 FSiiel (Cost) (Units? To TxDOT 10 lb $45.99 lea To Railroad 101b $45.99 lea To Subconsultants 101b $45.99 lea Total Direct Cost Associated wl Communication $46 $0 $46 $92 $0 $46 $46 $46 $0 $0 $46 $92 $0 $46 $46 $46 $0 $0 $46 $92 $92 $0 $46 $46 $0 $0 $138 $276 $92 $92 $138 $138 $0 FC 130 FC 150 FC 160 FC 161 FC 162 FC 163 FC 170 FC 180 Photos & Miscellaneous $0 $50 $98 $100 $50 $100 $200 $0 Total Direct Cost Associated wl Photos &c Misc. $0 $50 $98 $100 $50 $100 $200 $0 Page 12 MAP IN FILE SEE RESOLUTION Resolution No. 2000-RO333 RAILROAD RELOCATION FOR EAST -WEST FREEWAY PROPOSED PROJECT SCHEDULE TASK )NAME START DATE END SATE 1997 1998 1999 2000 2001 2002 JUN JUL I AUG SER OCT'N0V OEC JAN FEBMAR APRJMAY'JUN JUL AUG SEPOCT NOY DEC JAN Ff8 MAR I APR I MAY. JUN I JUL AUC SEP OG7 NOY DEC JAN FEB MAR APR MAY;JUN JUL AUC SEP OCT NOY OEC JAN FEB MAR APR MAY JUN JUL AUC SEP OCT NOV DfC JAN FEB PRELr1INARY DESIGN. FINAL DESIGN AND BIDDING PHASES PROJECT MANAGEMENT AND ADMINISTRATION PERrr551CN TO SURVEY RECEIVE PERMISSION TD SURVEY FROM LAND OWNERS (LETTERS) RECEIVE PERMISSION TO SURVEY FROM LAND OWNERS (RICHT-OF-ENTRY) JUNE 9, 1997 JUNE 9, 1997 JUNE 18, 1997 JUNE 18, 1997 SEPTEMBER 2.1997 OC O R 1, 200 JULY 31 2600 - FEBRUARY 28, 1998 SEPTEMBER 1, 1997 MARCH 27. 1998 RIGHT -OF -ENTRY FILING WITH COURT SEPTEMBER 2, 1997 SEPTEMBER 19. 1997 RICHT-OF-ENTRY PRELIMINARY HEARDNC SEPTEMBER 22, 1997 FEBRUARY 13, 1998 RICHT-OF-ENTRY FINAL HEARING FEBRUARY 13. 1998 MARCH 27, 1998 - PRELYWiY DES" SOUTHERN SECTIQN JUNE V. 1997 JIM 12.1998 SURVEYING OF PARCELS AND CONTROL JUNE 23, 1997 SEPTEMBER 26,1997 PRELIMINARY ALIGNMENT DEFINITION (FEIS) SEPTEMBER 26, 1997 OCTOBER 13, 1997 I PREPARATION OF CROSS SECTION AND TOPO DATA OCTOBER 14, 1997 APRIL 6, 1998 PRELIMINARY DESIGN k PLANS APRIL 6, 1998 JUNE 12, 1998 I PRELIMINARY COST ESTIMATE APRIL 6, 1998 JUNE 12. 1998 I RIGHT-OF-WAY PLANS PRELDMIARY DESIGN REMAINING SECTION SURVEYING 4F PARCELS AND CONTROL OCTOBER 14, 1997 JANUARY 79, 1997 JANUARY 19,1998 JUNE 12, 1998 NOVEMBER 6 199 . 8 MARCH 27,1998 I PRELIMINARY ALICNAIENT DEFINITION (HEIS) MARCH 30, 1998 MAY 1, 1998 PREPARATION OF CROSS SECTION AND 70PO DATA PRELIMINARY DES4N L PLANS MAY 4, 1998 AUGUST 10, 1998 AUGUST 7. 1998 NOVEMBER 6, 1998 - PRELIMINARY COST ESTIMATE AUGUST 10, 1998 NOVEMBER 6, 19981r RIGHT-OF-WAY PLANS MAY 4. 1998 NOVEMBER 5. 1908 UTILITY COORDINATION MAY 4, 1998 NOVEMBER 6. 1998 N REVIEW BY CITY, TsDOT 6 WTLLR NOVEMBER 9, 1998 DECEMBER 4. 1998 N7 INCORPORATION OF REVIEW COMMENTS FINAL DESIGN ALL SECTIO_ NS DECEMBER 7, 199'8 FEBRUARY 1, 1999 JANUARY 29. 1999 " A JULY 30.1m 30.2 - - _ - UTILITY COORDINATION ANG ADJUSTMENT GEOMETRIC DESIGN HYDRAULIC OESIGN SIGNING, MARRING AND SICNALIZATION ILLUMINATION OESIGN FEBRUARY 1, 1999 FEBRUARY 1, 1999 FEBRUARY 1, 1999 FEBRUARY 1, 1999 FEBRUARY 1, 1999 JULY 36,1999 JU E 3„ 20 0 - JULY 30,1999 JUT i JULY 30,1999 JU JULY 30,1999 DECE,6ER71, 999 JULY 30,1999 JUI E 30. 20c 1 1 I I TRAFFIC CONTROL PLAN FEBRUARY 1, 1999 JULY 30,1999 DEC BE 31, 999 RIGHT-OF-WAY PRE -APPROVAL CONTACT FEBRUARY 1. 1999 FEBRUARY 1, 1999 JULY 31, 2000 OCT R 1, APRIL 2, 1999 DEC E BER 31, 4000 1 u I i RIGHT-OF-WAY ACQUISITION FEBRUARY 1, 1999 JULY 31, 2000 OCT HER 31, 2bOO 1I FINAL COST ESTIMATE JULY 30, 1999 11.' 000 I SEPTEMBER 3. 1999NUA� REVIEW BY CITY, TxDOT ; WT16LR APRIL 1, 2000 SEPTEMBER 6. 1999 DECEMBER 3. 1999 INCORPORATION OF REVEw COMMENTS MAY L 2000 DECEMBER 6, 1999 FEBRUARY 4, 20000TRACK MATERIAL PROCUREMENT %/A JULY 30, 1999 JULY 31, 2000iPK45E MAY 31, 2000 FEBRUARY 7, 2000 JULY 3L 2000 31,CONSTRUCTION PHASE NOVEMBER 1, 2000 AUGUST 1, 2000 JULY 31, 2001 31, 2081 = REVISED SCHEDULE 10VWOO1 ACTUAL PATH 19 ESTIMATED TARGET COMPLETION DATE I HDR Engineering, Inc. 12700 HiCltli Road. sues 125 Oakes, Tallaf 752104086