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R-10-03-11-10C2 - 3/11/2010
RESOLUTION NO. R -10-03-11-10C2 WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering Services ("Contract") with Rodriguez Transportation Group, Inc. for the Chisholm Trail Road Reconstruction/Parkway Extension Project, and WHEREAS, Rodriguez Transportation Group, Inc. has submitted Supplemental Contract No. 1 to the Contract to modify the provisions for the scope of services, and WHEREAS, the City Council desires to enter into said Supplemental Contract No. 1 with Rodriguez Transportation Group, Inc., Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City Supplemental Contract No. 1 to the Contract with Rodriguez Transportation Group, Inc., a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this llth day of March, 2010. ee ALAN MCGRAW, Mayor ATTEST: Olivet City of Round Rock, Texas SARA L. WHITE, City Secretary O:\wdox\SCClnts\0112\1005\MUNICIPAL\00184903.DOC/rmc STATE OF TEXAS COUNTY OF WILLIAMSON SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES EXHIBIT „A„ FIRM: RODRIGUEZ TRANSPORTATION GROUP, INC. ADDRESS: 11211 Taylor Draper Lane, Suite 100, Austin, TX 78759 PROJECT: Chisholm Trail Road Reconstruction/Parkway Extension ("Engineer") This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and Rodriguez Transportation Group, Inc., hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 9th day of October, 2008 for the Chisholm Trail Road Reconstruction/Parkway Extension Project in the amount of $732,052.90; and WHEREAS, it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation by $168,791.39 to a total of $900,844.29; and NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as set forth in the attached Addendum To Exhibit C. II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $168,791.39 the lump sum amount payable under the Contract for a total of $900,844.29, as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental Contract in duplicate. Supplcmcntal Contract 0199.7080/182561 Rev.12/01/08 84275 RODRIGUEZ TRANSPORTATION GROUP, INC. By: / /1,jRic C— . 2-PizrC t, zul0 Date CITY OF ROUND ROCK By: APPROVED AS TO FORM: Alan McGraw, Mayor Stephan L. Sheets, City Attorney Date Supplemental Contract 0199.7080/182561 2 Rev. 12/01 /08 84275 ADDENDUM TO EXHIBIT B Engineering Services The additional Scope of Work to be performed by the Engineer under this Supplemental Contract is described as follows: • The project was initially planned to be a single construction project. The anticipated ROW acquisition schedule dictated that the project be broken up into two (2) phases. The first phase would be to generate the PS&E construction documents between the limits of 2,225' north of Sam Bass Road to 700' south of FM 3406 (Old Settlers Blvd.). The second phase would be to generate the PS&E construction documents between the limits of 400' north of Sam Bass Road to 2,225' north of Sam Bass Road. • The ROW acquisition process required additional effort to revise the plan set and prepare exhibits as requested by the others responsible for finalizing the ROW documents. • The City of Round Rock requested revisions/additions to the Phase 1 plan set including but not limited to the following: storm drain re -design to incorporate Stormceptors, the addition of a fencing layout, the addition of (special) driveway, the addition of offsite grading and the addition of an 8" wastewater line, etc. • Construction Phase Services has been added to the Scope of Services. FUNCTION CODE 130 (ROW and UTILITY COORDINATION) Breaking the project into two phases extended the anticipated project duration by approximately eight (8) months. Revisions to the storm drain systems, required to incorporate Stormceptor, required additional effort to re-evaluate conflicts with existing utilities. Adjustment to the plans as a result of the ROW acquisition process also required additional utility coordination. Utility Meetings 1. The Engineer will attend a maximum of eight (8) additional utility meetings organized by the City. The Engineer is to be in attendance to present plan information and answer questions about the project. 2.The number of utilities and the type of utilities along Chisholm Trail required extensive utility coordination beyond the regularly scheduled meetings described above. A listing of utilities that required additional coordination includes: • Atmos Energy — required coordination related to the high pressure gas line and coordination related to securing pot holes of their existing line north of Chisholm Parkway. • Oncor — required extensive coordination relative to their existing easement along the corridor. Addition coordination was required relative to the proposed illumination design. Oncor also requested that we convert the format of our Mierostation files for their use. • AT&T --- required coordination related to their facility located along the east ROW just south of Onion Branch. 1 Utility Conflict Identification 1. The Engineer shall continue to identify potential utility conflicts and coordinate with the City and the utility companies to help resolve the conflicts. The Engineer will make changes to the plans as requested by the City in an attempt to accommodate existing utilities. The Engineer will coordinate with the City on the requested changes. ROW Coordination 1. The Engineer shall prepare exhibits as requested by the City in an attempt to expedite the ROW acquisition process. FUNCTION CODE 150 (FIELD SURVEY) The various design changes (such as the elimination of the southern WQP and others as defined in this document) required multiple revisions to the ROW documents. Wetlands, in the vicinity of the project, and the staking of existing and proposed ROW and easements limits required additional design surveys. The following defines the additional services that were performed: Right -of -Way Surveying and Mapping: 1. Revise parcel plats and descriptions and show those revisions on the ROW strip map. Revisions may be summarized as follows: • The drainage easements defined for the proposed northern and southern water quality ponds were revised and broken out into three (3) different property rights. This revision resulted in an increase of four (4) parcel plats and descriptions. • The introduction of Stormceptors resulted in the elimination of the southern water quality pond and a reduction in size of the northern water quality pond easements. • Proposed work, outside the right of way limits, resulted in four additional easements. The easements required were for offsite grading, a driveway within the limits of a proposed retaining wall, a proposed swale adjacent to Chisholm Parkway and a temporary easement to allow for the construction of the proposed water line, Design Surveys: 1. Field survey Onion Branch channel to identify potential outfall locations. 2. Stake out ROW and/or easements to assist with the following: • Gathering utility pothole data at the Chisholm Trail/Chisholm Parkway intersection. • Identify easement limits of AT&T Hut and tie down equipment. • The field survey required to conduct the geological assessment of the offsite grading area. 3. Re-established fee associated with effort that was originally scope in the contract executed in October 2003. FUNCTION CODE 160 (ROADWAY DESIGN) Breaking the project into two phases requires the creation of duplicate plan sheets for each phase. The duplicate roadway sheets for the Phase 2 construction plans will include: MISCELLANEOUS PLANS 1. TITLE SHEET - Project title sheet will be completed as required for the construction plans. 2. INDEX OF SHEETS - The Engineer will complete the index and update it throughout the submittal process to allow for easier reference during the review process. 2 3. PROJECT LAYOUT - Project layout sheets will be completed at a scale of 1 "=200' that clearly indicates the limits of the entire project. ROADWAY PLANS & GEOMETRY 1. PROPOSED TYPICAL SECTIONS - Proposed typical sections will be completed for all proposed roadways within the project limits. 2. EXISTING TYPICAL SECTIONS - Existing typical sections will be completed for all existing roadways within the project limits. 3. HORIZONTAL ALIGNMENT DATA SHEET - A horizontal alignment data sheet will be prepared depicting the horizontal geometric information for the project roadways. 4. REMOVAL PLANS - The Engineer shall provide plan sheets of pavement removal to a 1"= 100' scale. Removal sheets shall indicate pavement and other pertinent items to be removed with sufficient detail to assure Contractor will have no problems understanding the intentions. Description of removal item including material shall be included. Items shall be dimensioned. FUNCTION CODE 161 (HYDRAULIC DESIGN) Adding Stormceptors to the plans required the re -design of multiple storm drain systems. Adjustments to the storm drain design were also requested to help expedite ROW acquisition. The WQP structural design was not part of the original contract and is included as part of this supplemental contract. Drainage sheets that will be re -designed for the Phase 1 construction plans will include: STORM SEWER DESIGN 1. INTERIOR DRAINAGE AREA MAPS - Interior drainage area maps will be finalized at a scale of 1"=100'. These maps will depict drainage area boundaries and flow direction arrows. Each area will be identified with a unique number to be used to find run-off information from the calculation sheets. 2. RUN-OFF AND INLET COMPUTATIONS - Run-off to each inlet and inlet hydraulic information will be calculated in accordance with TxDOT's Hydraulic Manual and shown on the run-off and inlet computation sheets in WinStorm or Geopak format. 3. STORM SEWER COMPUTATIONS - Storm sewers will be analyzed and computations will be prepared for the storm sewer design in WinStorm or Geopak format. 4. DRAINAGE PLAN AND PROFILES - Drainage plan and profile sheets will be completed depicting locations of inlets, manholes, storm sewers, culverts, utilities, channel improvements, and ditch locations and flowlines as required. These sheets will be prepared at a scale of 1"=100'. Storm sewer profiles will be prepared at a scale of 1"=100' H and 1 "=10' V. Storm sewer profiles will show pipe size and type, slope, existing and proposed ground lines above the pipe, pertinent hydraulic information, and locations and sizes of inlets and junctions. 5. LATERAL PROFILES - Lateral profile sheets will be developed for the project storm sewer systems. These sheets will be developed at a scale of 1"=100' H and 1"=10' V. 6. DRAINAGE DETAILS - The Engineer shall provide drainage details for "non-standard" structures in instances where City and/or TxDOT standard details cannot be utilized. 3 WATER QUALITY AND DETENTION 1. WATER QUALITY (STRUCTURAL DESIGN) -- The Engineer will develop the structural design and details required for one (1) sedimentation and filtration pond proposed for the project. The plan sheets to be developed for each pond will include the following: Sedimentation/Filtration Retaining Wall Layout and Sedimentation/Filtration Retaining Wall Reinforcing Details. The Sedimentation/Filtration Retaining Wall Layout will consist of a plan view of the proposed pond that identifies retaining walls, provides retaining wall areas, provides a table of elevations and includes pond/wall dimensions. The Sedimentation/Filtration Retaining Wall Reinforcing Details will consist of a retaining wall typical section, retaining wall design heights, retaining wall properties, reinforcing details and a reinforcing steel schedule. WATER POLLUTION ABATEMENT PLAN (WPAP) AND ORGANIZED SEWAGE COLLECTION SYSTEM PLAN (OSCSP) 1. GEOLOGICAL ASSESSMENT — The Engineer will update the geological assessment to include the proposed off-site grading. FUNCTION CODE 163 (MISCELLANEOUS ROADWAY PLANS) MSE RETAINING WALLS - Adjusting the design to expedite ROW acquisition required the re- design of the east retaining wall (south of Onibn Branch). Revisions to the plan sheets include the following: 1. RETAINING WALL LAYOUTS - The Engineer shall revise the retaining wall layout to accommodate the addition of a driveway at a max scale of 1"=40'. The layout will show plan and profile views of the retaining wall. 2. RETAINING WALL HORIZONTAL ALIGNMENT DATA — The Engineer shall revise the alignmentdata sheets summarizing the alignments for all proposed retaining walls. WASTEWATER — Approximately 1,800 LF of 8" wastewater line will be added to the plan set. The line will run along Chisholm Trail and will tie to an existing line at the Chisholm Trail/Chisholm Parkway intersection and extend to the north. 1. ROUTE/SIZE COORDINATION — The Engineer will meet with City staff to determine the location and coordinate the line diameter for the proposed facilities. It is assumed the City will provide the required design flows for the wastewater facilities and no modification will be required to the wastewater lines in South Industrial and North Industrial Boulevards. 2. EXISTING SERVICE CONNECTION COORDINATION — The Engineer will work with the City of obtain site plans for existing tracts along the alignment to determine the quantity and locations of existing water and wastewater connections. It is assumed that the Engineer will make a formal request for existing site plans and the City will research and provide the requested plans. 3. CONSTRUCTION DRAWINGS — The Engineer will prepare utility plan and profile sheets (estimated at 27 plan sheets). Additionally, utility details sheets will be prepared as needed. 4. TECHNICAL SPECIFICATIONS — The Engineer will submit for inclusion into the Contract Documents pertinent City Standard Specifications and Special Provisions as necessary. 4 5. PERMITTING — The Engineer will prepare and submit an Organized Sewage Collection System Plan to the Edwards Aquifer Protection Program. It is assumed that all TCEQ review and permitting fees will be paid by the City. QUANTITIES/SUMMARY SHEETS - Breaking the project into two phases requires the creation of duplicate plan sheets for each phase. The duplicate quantity/summary sheets for the Phase 2 construction plans will include: Quantities will be calculated and tabulated on individual summary sheets for each of the following and as necessary to bid this project. 1. Traffic Control (per each phase) 2. Earthwork 3. Roadway 4. Pavement markings 5. Small Signs 6. Illumination 7. Erosion Control and SW3P 8. Drainage related items including inlets, manholes and storm sewer pipes STANDARDS, SPECIFICATIONS AND ESTIMATE - Breaking the project into two phases requires the duplicate effort for each phase. The duplicate effort for the Phase 2 construction plans will include: 1. STANDARDS - The Engineer will download the appropriate City and TxDOT standards for the project from the applicable web site. Standards that require modification will be adjusted and sealed by the Engineer. All other standards will have their title blocks filled out with the applicable project data and printed for inclusion in the final plan set. 2. SPECIFICATIONS - A tabulation of applicable specifications, special specifications and special provisions will be prepared for submission with the final PS&E package. 3. GENERAL NOTES - The Engineer will review general notes provided by the City for applicability to the project. The Engineer will mark-up a set and return it to the City for their review and approval. 4. OPINION OF PROBABLE CONSTRUCTION COST - An engineer's opinion of probable construction cost will be prepared at the 60% submittal and prior to final PS&E submittal, and supplied to the City in Microsoft Excel format. This item also includes preparation of the bid documents for (Phase 2), assisting the City of Round Rock by distributing sets of bid documents to Contractors, evaluation of bids or proposals and awarding contracts by assisting with the bid opening and tabulation of the bid documents. 5 FUNCTION CODE 180 (CONSTRUCTION PHASE SERVICES) The Engineer will provide the following services during the construction activities for the project: 1. Coordinate and attend pre -construction conference with the City of Round Rock, contractor, review agencies and the engineer prior to construction. 2. Make visits to the site, at intervals appropriate to the various stages of construction, to observe as an experienced and qualified design professional the progress and quality of the executed work of the Contractor(2) and to determine, in general, if such work is proceeding in accordance with the Contract Documents. The Engineer shall not be requir4ed to make exhaustive or continuous on-site inspections to check the quality or quantity of such work. 3. Review and approve (or take other appropriate action in respect to) shop drawings and samples, the results of tests and inspections and other data, which each Contractor is required to submit. This review will be only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. 4. Based on the Engineer's on-site observations and on the review of applications for payment and accompanying data and schedules, determine the amounts owing to the Contractor(s) and recommend in writing payments to the Contractor(s) in such amounts. Such recommendations of payment will constitute a representation to the City of Round Rock that the work has progressed to the point indicated that, to the best of the Engineer's knowledge, information and belief, the quality of such work is in accordance with the Contract Documents and that payment of the amount recommended is due the Contractor(s). 5. Upon substantial completion, the Engineer, will prepare a punch list outlining corrections and work that must be done before the project can be accepted. The Engineer will arrange a preliminary site inspection to identify punch list items with the appropriate personnel. 6. Prepare one set of reproducible as -built plans based on one (1) record copy of the project drawings labeled "Project Record" maintained by the Contractor. The Contractor will submit the "Project Record" drawings to the Engineer at contract closeout. FUNCTION CODE 190 (PROJECT MANAGEMENT) Breaking the project into two phases extended the anticipated project duration by approximately eight (8) months. The work effort and the management for the project included in this contract will be conducted in the Engineer's office in Austin, Texas. At a minimum, monthly progress reports will be submitted, which will detail on-going work as well as work accomplished since the previous report. Additional project management duties will include the following: 1. Development and implementation of QA/QC plan 2. Coordination with the sub -consultants and all project resources 6 ADDENDUM TO EXHIBIT C Work Schedule Attached Behind This Page ADDENDUM TO EXHIBIT C Work Schedule 8 -Oct -09 1 14 -Oct -09 Ul 1020 IFEMA Acceptance Letter for Proposed CLOMR O 3 -Dec -09 1 19 -Mar -10 1040 ITCEQ Review & Approval of OSCA O Right of Way Surveying and Mapping 0 0 Continue Utility Coordination .0r 12 -Nov -09 1 5 -Feb -10 1070 'Update Plans & Dev. Gen Notes, Spec., etc. 24 -Dec -09 1 5-Feb•10 0 1080 'Update Design Cross Sections 0 1090 'Update Summaries, Est. & Const. Time Line 0 0 ry 0 0 O 0 0 O 10 -May -10 1 21 -May -10 O 1 24 -May -101 28 -May -10 1 31 -May -10 1 11 -Jun -10 O Incorporate Review Comments into the Plans 4010 [Finalize Summaries, Est. & Const. Time Line 4020 'Finalize Gen. Notes, Spec. & Provisions 4030 'Assemble Final PS&E Documents 4040 'Submit Final Plans & Documents ADDENDUM TO EXHIBIT D Fee Schedule Attached Behind This Page PROJECT INFORMATION Chisholm Trail/Chisholm Parkway City of Round Rock Resolution No. R-XX-XX-XX-XXXX RATES Senior Engineer E4 $ 58.00 Hour Project Manager E3 $ 54.00 Hour Project Engineer E2 $ 42.00 Hour Design Engineer El $ 36.00 Hour Engineering Specialist 11 ES2 $ 41.00 Hour Senior Engineering Technician SET $ 34.50 Hour Engineering Technician ET $ 32.00 Hour Final Ortho -photography Plots $ - SF Reproduction $ - SF Mileage $ - Mile Airline Flights $ - EA Per Diem $ - Day Mail & Deliveries $ - EA Overhead Rate 144.00% Profit 11.00% PROJECT DETAILS Project Duration 8 Month Project Length 1.270 Mi Railroad Crossings 0 Each Bridges 0 Each Channels (Requiring Sections) 0 Each Bridge Class Culverts 0 Each Other Culverts N/A Each Retention/ Detention Ponds N/A Each Traffic Signals N/A Each Overhead Sign Bridges (OSB) N/A Each Cantilever Overhead Signs (COSS) N/A Each Large Signs N/A Each ROW Parcels N/A Each Agency / Commitee meetings N/A Each Public Meetings N/A Each Public Hearings N/A Each Environmental Documents: Cat Ex N/A Each EA N/A Each EIS N/A Each Rodriguez Transportation Group, Inc Chisholm Trail/Chisholm Parkway City of Round Rock RTG SHEET COUNT Resolution No. R -XX -XX -XX -XM F.C. 160 ROADWAY DESIGN CONTROLS Scale No Hrs / Ea Notes Title Sheet Sheet Index Project Layout Typical Sections Horizontal & Vertical Control Data Sheet Horizontal Alignment Data Sheets Plan / Proftie Sheets intersection Delaits/Driveway Detals Miscetaneous Roadway Deta is Removal Plans Tree Protection Plan/Miscellaneous Details Design Goss Sections E&O Sheets and Roadway Summaries Standards' 200 20 50 20 100 20 1 2 2 0 1 0 0 0 0 0 1 5 0 5.0 5.0 4.0 10.0 4.0 5.0 25.0 15,0 15.0 10.0 25.0 30.0 5.0 2.0 Phase 2 duplicate sheet Phase 2 duplicate sheet Phase 2 duplicate sheets Phase 2 duplicate sheets Phase 2 duptcate sheet Phase 2 duplicate sheet Phase 2 (independent cross sections) Phase 2 dupicete sheets FC 160 Total 13 7.54 F.C. 161 DRAINAGE Scale No Hrs / Ea Notes Off -Site Dre nage Area Maps Interior Drainage Area Maps Runoff and Inlet Computations Storm Sewer Computations Storm Drain Pian & Profile Storm Drain Lateral Profiles Misc Drainage Details Bridge Hydraulics Water Pollution Abatement Plan SW3P Title Sheet SW3P Plan Sheets Misc. Erosion Control Plan Sheet BMP Design/Water Ouaaty Pond Layouts FEMA Floodplain Evaluation and CLOMR Inlet and Manhole and Erosion Control Summary Water Quality Pond Summary Standards 200 0 50 0 9 0 100 7 2 0 0 0 0 100 0 0 0 0 0 0 0 5.0 5.0 5.0 15.0 15.0 10.0 20.0 150.0 80.0 10.0 15.0 10.0 30.0 160.0 15.0 10.0 2.0 Revisions to expedite ROW acquisition Revisions to expedite ROW acquisition Four (4) systems revised to incorporate Stormce Four (4) systems revised to incorporate Stormce Four (4) systems revised to incorporate Stomfce Does not include geologic assessment FC 161 Total 18 9.44 F.C. 162 SIGNING, MARKINGS, AND StGNALLZATION Scale No firs / Ea Notes Signing & Pavement Marking Layout Signing & Pavement Marking Layout (Existing Roadway) ExtsUng Sign Removal Layouts Large Sign Detarls Small Sign Details Overhead Sign Support Details (Tabular) Overhead Sign Elevations Signal Layouts and Details Pavement Marking Summary Small Sign Summaries Large Sign Summaries Standards 100 0 0 0 0 0 0 0 0 0 0 0 0 15.0 15.0 0.0 15.0 15.0 0.0 20.0 0.0 15.0 15.0 9.0 2.0 FC 162 Total 0 0.00 F.C. 163 MISCELLANEOUS (ROADWAY) TCP Narrative Sequence of Construction TCP Typical Sections TCP Horizontal Alignment Data Traffic Control Plan (3 Phases) TCP Road Closure Detour Layout Safety Review Meeting Retakntng Wall Boring LogslLegends Retaining Wag Horizontal Altgrmenl Data Retaining Wal Typical Sections Retaining Wal Layouts Illumination Layouts TCP and Retaining Wall Summaries UOlty Layouts Standards Scale No 0 0 0 100 0 0 0 0 0 40 2 50 0 0 50 0 0 Hrs / Ea 15.0 15.0 10.0 20.0 15.0 20.0 10.0 5.0 15.0 10.0 20.0 15.0 15.0 2.0 Notes Retaining Wal No. 2 (Revised) Retaining Wal No. 2 (Revised) FC 163 Total 3 8.33 F.C. 170 BRIDGE DESIGN Scale No Hrs / Ea Notes Bridge Layouts Bridge Details Bridge Summaries Standards' 0 0 0 0 0.0 0.0 0.0 0.0 FC 170 Total 0 0.00 'Standards not Included In sheet totals PLAN SET TOTAL 34 8.62 Exhibit D RTG MANHOUR ESTIMATE Sheet 1 of 2 Chisholm Trail!Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C. 190 PROJECT MANAGEMENT & ADMINISTRATIOO E4 E3 E2 El ES2 SET ET Total Project Meetings (estimated @8 meetings) Utility Meetings (max. of 8) 20.0 0.0 Protect Management (extended duration = 8 months) 32 Utility Coordination (Mises) 40.0 32.0 QAIQC (Phase 2) 20 Utility Conflict identification 40 60.0 0.0 ROW Coordination 40.0 0.0 FC 164 Total 0 52 0 0 40 0 0 92,0 F.C. 110 ROUTE AND DESIGN STUDIES E4 E3 E2 El ES2 SET ET Total Utility Meetings (max. of 8) 20.0 0.0 Utility Coordination (Mises) 40.0 40.0 0.0 Utility Conflict identification 20.0 0.0 ROW Coordination 40.0 20.0 0.0 Prepare Punch List 18.0 0.0 Prepare "As -Built" Plan Set 20.0 60.0 0.0 FC 120 Total 0 120 0 0 60 0 0 0.0 0.0 0.0 0.0 0.0 0.0 FC 110 Total 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 102 Total 0 0 0 0 0 0 0 0 F.C. 120 ENVIRON. STUDIES & PUBLIC INVOLVEMEN E4 E3 E2 El ES2 SET ET Total Utility Meetings (max. of 8) 20.0 0.0 Utility Coordination (Mises) 40.0 40.0 0.0 Utility Conflict identification 20.0 0.0 ROW Coordination 40.0 20.0 0.0 Prepare Punch List 18.0 0.0 Prepare "As -Built" Plan Set 20.0 60.0 0.0 FC 120 Total 0 120 0 0 60 0 0 0.0 0.0 0.0 0.0 0.0 0.0 FC 110 Total 0 0 0 0 0 0 0 0 F.C. '130 ROW AND UTILITY COORDINATION E4 E3 E2 El ES2 SET ET Total Utility Meetings (max. of 8) 20.0 20.0 Utility Coordination (Mises) 40.0 40.0 80.0 Utility Conflict identification 20.0 20.0 ROW Coordination 40.0 20.0 80.0 Prepare Punch List 18.0 0.0 Prepare "As -Built" Plan Set 20.0 60.0 0.0 FC 120 Total 0 120 0 0 60 0 0 180 F.C. 180 CONSTRUCTION PHASE SERVICES E4 E3 E2 El ES2 SET ET Total Coordinate and Attend Pre -Construction Conference 4.0 4.0 Site Visits (Assume 12 Month Construction Duration) 72.0 72.0 Review and Approve Shop Drawings, Etc. 60.0 60.0 Review Application for Payment 24.0 24.0 Prepare Punch List 18.0 16.0 Prepare "As -Built" Plan Set 20.0 60.0 80.0 FC 351 Total 0 196 0 0 0 60 0 256 Exhibit D RTG MANHOUR ESTIMATE Sheet 2 of 2 Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C.160 ROADWAY DESIGN CONTROLS E4 E4 E3 02 E1 ES2 SET ET Total Title Sheet 0.0 0.0 1.0 0.0 1.0 0.0 3.0 0.0 5.0 Sheet Index 0.0 0.0 1.0 0.0 1.0 0.0 3.0 0.0 5.0 Project Layout 0.0 0.0 2.0 0.0 2.0 0.0 4.0 0.0 8.0 Typical Sections 0.0 0.0 4.0 0.0 6.0 0.0 10.0 0.0 20.0 Horizontal & Vertical Control Data Sheet 28.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Horizontal Alignment Data Sheets 0.0 0.0 1.0 0.0 1.0 0.0 3.0 0.0 5.0 Plan / Profile Sheets 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Details/Driveway Details Water Pollution Abatement Plan 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Miscellaneous Roadway Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Removal Plans 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Tree Protection Plan/Miscellaneous Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Design Cross Sections 0.0 0.0 4.0 2.0 0.0 24.0 0.0 0.0 30.0 E&Q Sheets and Roadway Summaries 0.0 0.0 5.0 0.0 5.0 0.0 15.0 0.0 25.0 Standards* 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 160 Total ® 0 ] 18 i 2 1 16 24 38 0 r 98.0 F.C. 161 DRAINAGE E4 03 E2 E ES2 SET ET Total Off -Site Drainage Area Maps 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Interior Drainage Area Maps 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Runoff and Inlet Computations 0.0 0.0 45.0 0.0 0.0 0.0 0.0 45.0 Storm Sewer Computations 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Storm Drain Plan & Profile 0.0 7.0 70.0 0.0 0.0 28.0 0.0 105.0 Storm Drain Lateral Profiles 0.0 2.0 10.0 0.0 0.0 8.0 0.0 20.0 Misc Drainage Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bridge Hydraulics 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Water Pollution Abatement Plan 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SW3P Title Sheet 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SW3P Plan Sheets 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Misc. Erosion Control Plan Sheet 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 BMP Design/Waler Quality Pond Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FEMA Floodplain Evaluation and CLOMR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Inlet and Manhole and Erosion Control Summary 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Water Quality Pond Summary 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Standards 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 161 Total 0 9 125 0 0 36 0 170.0 F.C.162 SIGNING, MARKINGS, AND SIGNALiZATIOA E4 E3 E2 Et ES2 SET ET Total Signing & Pavement Marking Layout 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 Signing & Pavement Marking Layout (Existing Run: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Existing Sign Removal Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Large Sign Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Small Sign Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Overhead Sign Support Details (Tabular) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Overhead Sign Elevations 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Signal Layouts and Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pavement Marking Summary 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Small Sign Summaries 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Large Sign Summaries 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Standards 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 FC 162 Total 0 0 0 0 0 0 0 0.0 P.C. 163 MISCELLANEOUS (ROADWAY) E4 E3 02 E1 ES2 SET ET Total TCP Narrative Sequence of Construction 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TCP Typical Sections 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TCP Horizontal Alignment Data 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Traffic Control Plan (3 Phases) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TCP Road Closure Detour Layout 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 Safety Review Meeting 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Retaining Wall Boring Logs/Legends 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Retaining Wall Horizontal Alignment Data 0,0 1.0 0.0 0.0 0.0 4.0 0.0 5.0 Retaining Wall Typical Sections 0,0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Retaining Wall Layouts 0.0 10.0 0.0 0.0 10.0 0.0 0.0 20.0 Illumination Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 TCP end Retaining Wall Summaries 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Utility Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 163 Total 0 11 0 0 10 4 0 25.0 F.C. 170 BRIDGE DESIGN E4 E3 E2 01 ES2 SET ET Total Bridge Layouts 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Bridge Details 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bridge Summaries 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Standards' 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 FC 170 Total 1 0 0 0 0 0 0 0 0.0 Exhibit D RTG MANHOUR SUMMARY Sheet 1 of 2 Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C. 190 PROJECT MANAGEMENT & ADMINISTRA1 Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ - Project Manager 52 $54.00 $ 2,808.00 Project Engineer 0 $42.00 $ - Design Engineer 0 $36.00 $ - Engineering Specialist II 40 $41.00 $ 1,640.00 Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 92 $ 4,448.00 F.C. 110 ROUTE AND DESIGN STUDIES Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist II 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ F.C. 120 ENVIRON. STUDIES & PUBLIC INVOLVEM Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist II 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ F.C. 130 ROW AND UTILITY COORDINATION Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ - Project Manager 120 $54.00 $ 6,480.00 Project Engineer 0 $42.00 $ - Design Engineer 0 $36.00 $ - Engineering Specialist i1 60 $4i.00 $ 2,460.00 Senior Engineering Technician 0 $34.50 $ - Engineering Technician 0 $32.00 $ Sub -total 180 $ 8,840.00 F.C. 180 CONSTRUCTION PHASE SERVICES Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 196 $54.00 $ 10,584.00 Protect Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist 1i 0 $41.00 $ Senior Engineering Technician 60 $34.50 $ 2,070.00 Engineering Technidan 0 $32.00 $ Sub -total 256 $ 12,654.00 RTG MANHOUR SUMMARY Sheet 2 of 2 Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C. 160 ROADWAY DESIGN CONTROLS Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ _ Project Manager 18 $54.00 $ 972.00 Project Engineer 2 $42.00 $ 84.00 Design Engineer 16 $36.00 $ 576.00 Engineering Specialist 11 24 $41.00 $ 984.00 Senior Engineering Technician 38 $34.50 $ 1,311.00 Engineering Technician 0 $32.00 $ - Sub -total 98 $ 3,927.00 F.C. 161 DRAINAGE Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 9 $54.00 $ 486.00 Project Engineer 125 $42.00 $ 5,250.00 Design Engineer 0 $36.00 $ Engineering Specialist 11 0 $41.00 $ Senior Engineering Technician 36 $34.50 $ 1,242.00 Engineering Technician 0 $32.00 $ Sub -total 170 $ 6,978.00 F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATIO Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist!! 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ F.C. 163 MISCELLANEOUS (ROADWAY) Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ - Project Manager 11 $54.00 $ 594.00 Project Engineer 0 $42.00 $ - Deslgn Engineer 0 $36.00 $ Engineering Specialist!! 10 $41.00 $ 410.00 Senior Engineering Technician 4 $34.50 $ 138.00 Engineering Technician 0 $32.00 $ - Sub -total 25 $ 1,142.00 F.C. 170 BRIDGE DESIGN Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist!! 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ EXHIBIT D FEE SCHEDULE City of Round Rock Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX LABOR COSTS: DIRECT LABOR OVERHEAD 144.00% TOTAL LABOR+OVHD FIXED FEE 11.00% TOTAL COST F.C. 110 ROUTE AND DESIGN STUDIES F.C. 120 ENVIRON. STUDIES & PUBLIC INVOLVEMENT F.C. 130 ROW AND UTILITY COORDINATION F.C. 180 CONSTRUCTION PHASE SERVICES F.C. 160 ROADWAY DESIGN CONTROLS F.C. 161 DRAINAGE F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION F.C. 163 MISCELLANEOUS(ROADWAY) F.C. 170 BRIDGE DESIGN F.C. 190 PROJECT MANAGEMENT & ADMINISTRATION . TOTALS $ - $ - $ 8,940.00 $ 12,654.00 $ 3,927.00 $ 6,978.00 $ - $ 1,142.00 S - $ 4,448.00 5 - $ - $ 12,873.60 $ 18,221.76 $ 5,654.88 $ 10,048.32 $ - $ 1,644.48 $ $ 6,405.12 $ - $ - $ 21,813.60 $ 30,875.76 $ 9,581.88 $ 17,026.32 $ - $ 2,786.48 $ - $ 10,853.12 $ - $ - $ 2,399.50 $ 3,396.33 $ 1,054.01 $ 1,872.90 $ - $ 306.51 $ - $ 1,193.84 $ $ - $ 24,213.10 $ 34,272.09 $ 10,635.89 $ 18,899.22 $ - $ 3,092.99 $ $ 12,046.96 $ 38,089.00 $ 64,848.16 $ 92,937.16 $ 10,223.09 $ 103,160.26 DIRECT COSTS: EXPENSES: UNIT RATE QUANTITY TOTAL Final Ortho -photography Plots Reproduction Mileage Airline Flights Per Diem Mail & Deliveries SF SF Mile EA Day EA $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - TOTAL EXPENSES $ . SUB -CONTRACTS: TASK TOTAL McGray & McGray McGray & McGray Aguirre & Fields Aguirre & Fields Woodruff Geological Consulting K Friese & Associates . Original Contract Re -Instated ROW Maps & Design Surveys WQP Structural Design Construction Phase Services Geological Assessment WW Design $ 24,973.84 $ 9,992.00 $ 11,287.30 $ 3,235.00 $ 1,500.00 $ 14,643.00 TOTAL SUBCONTRACTS $ 66,631.14 TOTAL DIRECT COSTS $ 66,631.14 TOTAL COST $ 168,791.39 Rodriguez Transportation Group, Inc Exhibit D DATE: March 4, 2010 SUBJECT: City Council Meeting — March 11, 2010 ITEM: 10C2. Consider a resolution authorizing the Mayor to execute Supplemental Contract No. 1 with Rodriguez Transportation Group, Inc. for the Chisholm Trail Road Reconstruction/Parkway Extension Project. Department: Staff Person: Justification: Transportation Services Tom Word, P.E., Chief of Public Works Operations Supplemental Contract No. 1 with Rodriguez Transportation Group, Inc. includes dividing this project into two phases. The anticipated ROW acquisition schedule dictated that the project be broken up into two phases. The first phase would be to generate the PS&E construction documents between the limits of 2,225' north of Sam Bass Road to 700' south of FM 3406 (Old Settlers Blvd). The second phase would be to generate the PS&E construction documents between the limits of 400' north of Sam Bass Road to 2,225' north of Sam Bass Road. The ROW acquisition process required additional effort to revise the plan set and prepare exhibits as requested for finalizing the ROW documents. The City requested revision/additions to the Phase 1 plan set including but not limited to the following: storm drain re- design to incorporate Stormceptors, the addition of a fencing layout, the addition of (special) driveway, the addition of offsite grading and the addition of an 8" wastewater line. Construction Phase Services have also been added to this Supplemental Contract. Strategic Plan Relevance: 26.0 Construct major elements of the transportation and mobility system as approved by Council in the Master Transportation Plan Funding: Cost: $168,791.39 Source of funds: 2002 General Obligation Bonds Outside Resources (if applicable): Rodriguez Transportation Group, Inc. Public Comment (if applicable): N/A EXECUTED DOCUMENT FOLLOWS STATE OF TEXAS COUNTY OF WILLIAMSON § § § SUPPLEMENTAL CONTRACT NO. 1 TO CONTRACT FOR ENGINEERING SERVICES FIRM: RODRIGUEZ TRANSPORTATION GROUP, INC. ("Engineer") ADDRESS: 11211 Taylor Draper Lane, Suite 100, Austin, TX 78759 PROJECT: Chisholm Trail Road Reconstruction/Parkway Extension This Supplemental Contract No. 1 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and Rodriguez Transportation Group, Inc., hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 9th day of October, 2008 for the Chisholm Trail Road Reconstruction/Parkway Extension Project in the amount of $732,052.90; and WHEREAS, it has become necessary to amend the Contract to modify the provisions for the scope of services and to increase the compensation by $168,791.39 to a total of $900,844.29; and NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: 1. Article 2, Engineering Services and Exhibit B, Engineering Services shall be amended as set forth in the attached Addendum To Exhibit B. Exhibit C, Work Schedule shall be amended as set forth in the attached Addendum To Exhibit C. II. Article 4, Compensation and Exhibit D, Fee Schedule shall be amended by increasing by $168,791.39 the lump sum amount payable under the Contract for a total of $900,844.29, as shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOF, the City and the Engineer have executed this Supplemental Contract in duplicate. Supplemental Contract 0199.7080/182561 1 iz-' 1D-"0-3 ,11-1 U G2 Rev.12/01/08 84275 RODRIGUEZ TRANSPORTATION GROUP, INC. By: / f'19X/c C— . 2 ?R 1C& CZ, h/ (5,,7c,z_ 0,2-c)&-eL)10 Date CITY OF ROUND ROCK By: Alan McGraw, Mayor 3.(t -to Date Supplemental Contract 0199.7080/182561 2 AP' OVED AS O FORM: L. Step an L. Sheets, City Attorney Rev. 1 2/01 /08 84275 ADDENDUM TO EXHIBIT B Engineering Services The additional Scope of Work to be performed by the Engineer under this Supplemental Contract is described as follows: • The project was initially planned to be a single construction project. The anticipated ROW acquisition schedule dictated that the project be broken up into two (2) phases. The first phase would be to generate the PS&E construction documents between the limits of 2,225' north of Sam Bass Road to 700' south of FM 3406 (Old Settlers Blvd.). The second phase would be to generate the PS&E construction documents between the limits of 400' north of Sam Bass Road to 2,225' north of Sam Bass Road. • The ROW acquisition process required additional effort to revise the plan set and prepare exhibits as requested by the others responsible for finalizing the ROW documents. • The City of Round Rock requested revisions/additions to the Phase 1 plan set including but not limited to the following: storm drain re -design to incorporate Stormceptors, the addition of a fencing layout, the addition of (special) driveway, the addition of offsite grading and the addition of an 8" wastewater line, etc. • Construction Phase Services has been added to the Scope of Services. FUNCTION CODE 130 (ROW and UTILITY COORDINATION) Breaking the project into two phases extended the anticipated project duration by approximately eight (8) months. Revisions to the storm drain systems, required to incorporate Stormceptor, required additional effort to re-evaluate conflicts with existing utilities. Adjustment to the plans as a result of the ROW acquisition process also required additional utility coordination. Utility Meetings 1. The Engineer will attend a maximum of eight (8) additional utility meetings organized by the City. The Engineer is to be in attendance to present plan information and answer questions about the project. 2.The number of utilities and the type of utilities along Chisholm Trail required extensive utility coordination beyond the regularly scheduled meetings described above. A listing of utilities that required additional coordination includes: • Atmos Energy — required coordination related to the high pressure gas line and coordination related to securing pot holes of their existing line north of Chisholm Parkway. • Oncor — required extensive coordination relative to their existing easement along the corridor. Addition coordination was required relative to the proposed illumination design. Oncor also requested that we convert the format of our Microstation files for their use. • AT&T — required coordination related to their facility Located along the east ROW just south of Onion Branch. 1 Utility Conflict Identification 1. The Engineer shall continue to identify potential utility conflicts and coordinate with the City and the utility companies to help resolve the conflicts. The Engineer will make changes to the plans as requested by the City in an attempt to accommodate existing utilities. The Engineer will coordinate with the City on the requested changes. ROW Coordination 1. The Engineer shall prepare exhibits as requested by the City in an attempt to expedite the ROW acquisition process. FUNCTION CODE 150 (FIELD SURVEY) The various design changes (such as the elimination of the southern WQP and others as defined in this document) required multiple revisions to the ROW documents. Wetlands, in the vicinity of the project, and the staking of existing and proposed ROW and easements limits required additional design surveys. The following defines the additional services that were performed: Right -of -Way Surveying and Mapping: 1. Revise parcel plats and descriptions and show those revisions on the ROW strip map. Revisions may be summarized as follows: • The drainage easements defined for the proposed northern and southern water quality ponds were revised and broken out into three (3) different property rights. This revision resulted in an increase of four (4) parcel plats and descriptions. • The introduction of Stormceptors resulted in the elimination of the southern water quality pond and a reduction in size of the northern water quality pond easements. • Proposed work, outside the right of way limits, resulted in four additional easements. The easements required were for offsite grading, a driveway within the limits of a proposed retaining wall, a proposed swale adjacent to Chisholm Parkway and a temporary easement to allow for the construction of the proposed water line. Design Surveys: 1. Field survey Onion Branch channel to identify potential outfall locations. 2. Stake out ROW and/or easements to assist with the following: • Gathering utility pothole data at the Chisholm Trail/Chisholm Parkway intersection. • Identify easement limits of AT&T Hut and tie down equipment. • The field survey required to conduct the geological assessment of the offsite grading area. 3. Re-established fee associated with effort that was originally scope in the contract executed in October 2003. FUNCTION CODE 160 (ROADWAY DESIGN) Breaking the project into two phases requires the creation of duplicate plan sheets for each phase. The duplicate roadway sheets for the Phase 2 construction plans will include: MISCELLANEOUS PLANS 1. TITLE SHEET - Project title sheet will be completed as required for the construction plans. 2. INDEX OF SHEETS - The Engineer will complete the index and update it throughout the submittal process to allow for easier reference during the review process. 2 3. PROJECT LAYOUT - Project layout sheets will be completed at a scale of 1"=200' that clearly indicates the limits of the entire project. ROADWAY PLANS & GEOMETRY 1. PROPOSED TYPICAL SECTIONS - Proposed typical sections will be completed for all proposed roadways within the project limits. 2. EXISTING TYPICAL SECTIONS - Existing typical sections will be completed for all existing roadways within the project limits. 3. HORIZONTAL ALIGNMENT DATA SHEET - A horizontal alignment data sheet will be prepared depicting the horizontal geometric information for the project roadways. 4. REMOVAL PLANS - The Engineer shall provide plan sheets of pavement removal to a 1"= 100' scale. Removal sheets shall indicate pavement and other pertinent items to be removed with sufficient detail to assure Contractor will have no problems understanding the intentions. Description of removal item including material shall be included. Items shall be dimensioned, FUNCTION CODE 161(HYDRAULIC DESIGN) Adding Stormceptors to the plans required the re -design of multiple storm drain systems. Adjustments to the storm drain design were also requested to help expedite ROW acquisition. The WQP structural design was not part of the original contract and is included as part of this supplemental contract. Drainage sheets that will be re -designed for the Phase 1 construction plans will include: STORM SEWER DESIGN 1. INTERIOR DRAINAGE AREA MAPS - Interior drainage area maps will be finalized at a scale of 1"=100'. These maps will depict drainage area boundaries and flow direction arrows. Each area will be identified with a unique number to be used to find run-off information from the calculation sheets. 2. RUN-OFF AND INLET COMPUTATIONS - Run-off to each inlet and inlet hydraulic information will be calculated in accordance with TxDOT's Hydraulic Manual and shown on the run-off and inlet computation sheets in WinStorm or Geopak format. 3. STORM SEWER COMPUTATIONS - Storm sewers will be analyzed and computations will be prepared for the storm sewer design in WinStorm or Geopak format. 4. DRAINAGE PLAN AND PROFILES - Drainage plan and profile sheets will be completed depicting Iocations of inlets, manholes, storm sewers, culverts, utilities, channel improvements, and ditch locations and flowlines as required. These sheets will be prepared at a scale of 1"=100'. Storm sewer profiles will be prepared at a scale of 1"=100' H and 1 "=10' V. Storm sewer profiles will show pipe size and type, slope, existing and proposed ground lines above the pipe, pertinent hydraulic information, and locations and sizes of inlets and junctions. 5. LATERAL PROFILES - Lateral profile sheets will be developed for the project storm sewer systems. These sheets will be developed at a scale of 1"=100' H and 1"=10' V. 6. DRAINAGE DETAILS - The Engineer shall provide drainage details for "non-standard" structures in instances where City and/or TxDOT standard details cannot be utilized. 3 WATER QUALITY AND DETENTION 1. WATER QUALITY (STRUCTURAL DESIGN) — The Engineer will develop the structural design and details required for one (1) sedimentation and filtration pond proposed for the project. The plan sheets to be developed for each pond will include the following: Sedimentation/Filtration Retaining Wall Layout and Sedimentation/Filtration Retaining Wall Reinforcing Details. The Sedimentation/Filtration Retaining Wall Layout will consist of a plan view of the proposed pond that identifies retaining walls, provides retaining wall areas, provides a table of elevations and includes pond/wall dimensions. The Sedimentation/Filtration Retaining Wall Reinforcing Details will consist of a retaining wall typical section, retaining wall design heights, retaining wall properties, reinforcing details and a reinforcing steel schedule. WATER POLLUTION ABATEMENT PLAN (WPAP) AND ORGANIZED SEWAGE COLLECTION SYSTEM PLAN (OSCSP) 1. GEOLOGICAL ASSESSMENT — The Engineer will update the geological assessment to include the proposed off-site grading. FUNCTION CODE 163 (MISCELLANEOUS ROADWAY PLANS) MSE RETAINING WALLS - Adjusting the design to expedite ROW acquisition required the re- design of the east retaining wall (south of Onion Branch). Revisions to the plan sheets include the following: 1. RETAINING WALL LAYOUTS - The Engineer shall revise the retaining wall layout to accommodate the addition of a driveway at a max scale of 1"=40'. The layout will show plan and profile views of the retaining wall. 2. RETAINING WALL HORIZONTAL ALIGNMENT DATA — The Engineer shall revise the alignment data sheets summarizing the alignments for all proposed retaining walls. WASTEWATER — Approximately 1,800 LF of 8" wastewater line will be added to the plan set. The line will run along Chisholm Trail and will tie to an existing line at the Chisholm Trail/Chisholm Parkway intersection and extend to the north. 1. ROUTE/SIZE COORDINATION — The Engineer will meet with City staff to determine the location and coordinate the line diameter for the proposed facilities. It is assumed the City will provide the required design flows for the wastewater facilities and no modification will be required to the wastewater lines in South Industrial and North Industrial Boulevards. 2. EXISTING SERVICE CONNECTION COORDINATION — The Engineer will work with the City of obtain site plans for existing tracts along the alignment to determine the quantity and locations of existing water and wastewater connections. It is assumed that the Engineer will make a formal request for existing site plans and the City will research and provide the requested plans. 3. CONSTRUCTION DRAWINGS — The Engineer will prepare utility plan and profile sheets (estimated at 27 plan sheets). Additionally, utility details sheets will be prepared as needed. 4. TECHNICAL SPECIFICATIONS -- The Engineer will submit for inclusion into the Contract Documents pertinent City Standard Specifications and Special Provisions as necessary. 4 5. PERMITTING — The Engineer will prepare and submit an Organized Sewage Collection System Plan to the Edwards Aquifer Protection Program. It is assumed that all TCEQ review and permitting fees will be paid by the City. QUANTITIES/SUMMARY SHEETS - Breaking the project into two phases requires the creation of duplicate plan sheets for each phase. The duplicate quantity/summary sheets for the Phase 2 construction plans will include: Quantities will be calculated and tabulated on individual summary sheets for each of the following and as necessary to bid this project. 1. Traffic Control (per each phase) 2. Earthwork 3. Roadway 4. Pavement markings 5, Small Signs 6. Illumination 7. Erosion Control and SW3P 8. Drainage related items including inlets, manholes and storm sewer pipes STANDARDS, SPECIFICATIONS AND ESTIMATE - Breaking the project into two phases requires the duplicate effort for each phase. The duplicate effort for the Phase 2 construction plans will include: 1. STANDARDS - The Engineer will download the appropriate City and TxDOT standards for the project from the applicable web site. Standards that require modification will be adjusted and sealed by the Engineer. All other standards will have their title blocks filled out with the applicable project data and printed for inclusion in the final plan set. 2. SPECIFICATIONS - A tabulation of applicable specifications, special specifications and special provisions will be prepared for submission with the final PS&E package. 3. GENERAL NOTES - The Engineer will review general notes provided by the City for applicability to the project. The Engineer will mark-up a set and return it to the City for their review and approval. 4. OPINION OF PROBABLE CONSTRUCTION COST - An engineer's opinion of probable construction cost will be prepared at the 60% submittal and prior to final PS&E submittal, and supplied to the City in Microsoft Excel format. This item also includes preparation of the bid documents for (Phase 2), assisting the City of Round Rock by distributing sets of bid documents to Contractors, evaluation of bids or proposals and awarding contracts by assisting with the bid opening and tabulation of the bid documents. 5 FUNCTION CODE 180 (CONSTRUCTION PHASE SERVICES) The Engineer will provide the following services during the construction activities for the project: 1. Coordinate and attend pre -construction conference with the City of Round Rock, contractor, review agencies and the engineer prior to construction. 2. Make visits to the site, at intervals appropriate to the various stages of construction, to observe as an experienced and qualified design professional the progress and quality of the executed work of the Contractor(2) and to determine, in general, if such work is proceeding in accordance with the Contract Documents. The Engineer shall not be requir4ed to make exhaustive or continuous on-site inspections to check the quality or quantity of such work. 3. Review and approve (or take other appropriate action in respect to) shop drawings and samples, the results of tests and inspections and other data, which each Contractor is required to submit. This review will be only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. 4. Based on the Engineer's on-site observations and on the review of applications for payment and accompanying data and schedules, determine the amounts owing to the Contractor(s) and recommend in writing payments to the Contractor(s) in such amounts. Such recommendations of payment will constitute a representation to the City of Round Rock that the work has progressed to the point indicated that, to the best of the Engineer's knowledge, information and belief, the quality of such work is in accordance with the Contract Documents and that payment of the amount recommended is due the Contractor(s). 5. Upon substantial completion, the Engineer, will prepare a punch list outlining corrections and work that must be done before the project can be accepted. The Engineer will arrange a preliminary site inspection to identify punch list items with the appropriate personnel. 6. Prepare one set of reproducible as -built plans based on one (1) record copy of the project drawings labeled "Project Record" maintained by the Contractor, The Contractor will submit the "Project Record" drawings to the Engineer at contract closeout. FUNCTION CODE 190 (PROJECT MANAGEMENT) Breaking the project into two phases extended the anticipated project duration by approximately eight (8) months. The work effort and the management for the project included in this contract will be conducted in the Engineer's office in Austin, Texas. At a minimum, monthly progress reports will be submitted, which will detail on-going work as well as work accomplished since the previous report. Additional project management duties will include the following: 1. Development and implementation of QA/QC plan 2. Coordination with the sub -consultants and all project resources 6 ADDENDUM TO EXHIBIT C Work Schedule Attached Behind This Page ADDENDUM TO EXHIBIT C Work Schedule I r 1000 Texas Historical Commission Acceptance Letter 5 5 1-Oct-09 7-Oct 09 w 1020 FEMA Acceptance Letter for Proposed CLOMR 5 5 8-Oct-09 14-Oct-09 e - 1030 TCEQ Review&Approval of WPAP 50 50 5-Nov-09 15-Jan-10 1040 TCEQ Review&Approval of OSCA 75 75 3-Dec-09 19-Mar-10 _- _ ----- -------_.._._.--- 1050 Right of Way Surveying and Mapping 90 90 1-Oct-09 5-Feb-10 ................ - -- 1060 Continue Utility Coordination 90 90 1-Oct-09 5-Feb-10 -- -- - -- 1070 Update Plans&Dev.Gen Notes,Spec.,etc. 60 60 12-Nov-09 5-Feb-10 1080 Update Design Cross Sections 30 30 24-Dec-09 5-Feb-10 1090 Update Summaries,Est.&Const.Time Line 5 5 8-Feb-10 12-Feb-10 1100 Internal 95%QA/QC Review 5 5 15-Feb-10 19-Feb-10 2000 Dev.Final Typ.Sections 5 m+ v5 22-Oct-09 28-Oct-09 2010 Continue Development of Detailed Plan Sheets 45 45 22-Oct-09 23-Dec-09 -...... - - - - 2020 Update Design Cross Sections 25 25 12-Nov-09 16-Dec-09 2030 Continue Utility Coordination 40 40 22-Oct-09 16-Dec-09 _. - --- 2040 internal 60%QA/QC Review 5 S 24-Dec-09 31-Dec-09 - ------- ...__.._... 3000 Continue Development of Detailed Plan Sheets 60 60 4-Jan-10 26-Mar-10 3010 Continue Utility Coordination 60 60 17-Dec-09 12-Mar-10 - - 3020 Final Plans&Dev.Gen.Notes,Spec,&Provisions 10 10 29-Mar-10 9-Apr-10 3030 Update Design Cross Sections 25 25 8-Feb-10 12-Mar-10 3040 Update Summaries,Est. &Const.Time Line 10 10 29-Mar-10 9-Apr-10 3050 Internal 90%QA/QC Review 5 5 12-Apr-10 16-Apr-10 3060 Submit 90%Plans&Documents for Review 0 0 26-Apr-10 - -.......... t 4000 Incorporate Review Comments into the Plans 10 10 10-May-10 21-May-10 4010 Finalize Summaries,Est.&Const.Time Line 5 5 24-May-10 28-May-10 4020 Finalize Gen.Notes,Spec.&Provisions 5 5 24-May-10 28•May-10 ® - 4030 Assemble Final PS&E Documents 10 10 31-May-30 11-Jun-10 d 4040 Submit Final Plans&Documents 0 0 21-Jun-10 2 ADDENDUM TO EXHIBIT D Fee Schedule Attached Behind This Page PROJECT INFORMATION Chisholm Trail/Chisholm Parkway City of Round Rock Resolution No. R-XX-XX-XX-XXXX RATES Senior Engineer E4 $ 58.00 Hour Project Manager E3 $ 54.00 Hour Project Engineer E2 $ 42.00 Hour Design Engineer El $ 36.00 Hour Engineering Specialist II ES2 $ 41.00 Hour Senior Engineering Technician SET $ 34.50 Hour Engineering Technician ET $ 32.00 Hour Final Ortho -photography Plots $ - SF Reproduction $ - SF Mileage $ - Mile Airline Flights $ - EA Per Diem $ - Day Mail & Deliveries $ - EA Overhead Rate 144.00% Profit 11.00% PROJECT DETAILS Project Duration 8 Month Project Length 1.270 Mi Railroad Crossings 0 Each Bridges 0 Each Channels (Requiring Sections) 0 Each Bridge Class Culverts 0 Each Other Culverts N/A Each Retention/ Detention Ponds N/A Each Traffic Signals N/A Each Overhead Sign Bridges (OSB) N/A Each Cantilever Overhead Signs (COSS) N/A Each Large Signs N/A Each ROW Parcels N/A Each Agency / Commitee meetings N/A Each Public Meetings N/A Each Public Hearings N/A Each Environmental Documents: Cat Ex N/A Each EA N/A Each EIS N/A Each Rodriguez Transportation Group, Inc Chisholm Trail/Chisholm Parkway City of Round Rock FUG SHEET COUNT Resolution No. R-XX-XX-)O(XXXX F.0- 160 ROADWAY DESIGN CONTROLS Scale No Hrs / Ea Notes Tale Sheet Sheet Index Prgect Layout Typical Sections Horizontal & Vertical Control Data Sheet Horizontal Alignment Data Sheets Plan / Profile Sheets Intersection Details/Driveway Detais Miscellaneous Roadway Details Removal Plans Tree Protection Plan/Miscellaneous Details Design Cross Sections 58.0 Sheets end Roadway Summaries Standards' 200 20 50 20 100 20 1 1 2 2 0 0 0 0 0 0 1 5 0 6.0 5.0 4.0 10.0 4.0 5.0 25.0 15,0 15.0 10.0 25.0 30.0 5.0 2.0 Phase 2 duplicate sheet Phase 2 duplicate sheet Phase 2 duplicate sheets Phase 2 duplicate sheets Phase 2 duplicate sheet Phase 2 duplicate sheet Phase 2 (independentuoss sections) Phase 2 duplicate sheets FC 160 Total 13 7.54 F.C.161 DRAINAGE Scale No Hrs/Ea Notes Off -Site Drainage Area Maps Interior Drainage Area Maps Runoff and Inlet Computations Storm Sewer Computations Storm Drain Pian & Profile Storm Drab Lateral Profiles Misc Drainage Details Bridge Hydraulics Water Pollution Abatement Plan SW3P Title Sheet SW3P Plan Sheets Misc. Erosion Control Plan Sheet BMP Design/Water Quality Pond Layouts FEMA Floodpian Evaluation and CLOMR Inlet and Manhole and Erosion Control Summary Water Quality Pond Summary Standards 200 50 100 100 0 0 9 0 7 2 0 0 0 0 0 0 0 0 0 0 0 5.0 5.0 5.0 15.0 15.0 10.0 20.0 150.0 80.0 10.0 15.0 10.0 30.0 160.0 15.0 10.0 2.0 Revisions to expedite ROW acquisition Revisions to expedite ROW acquisition Four (4) systems revised to incorporate Stormce Four (4) systems revised to incorporate Stormce Four (4) systems revised to incorporate Stormce Does not include geologic assessment FC 161 Total 18 9.44 F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION Scale No Hrs / Ea Notes Signing & Pavement Marking Layout Signing & Pavement Marking Layout (Existing Roadway) Existing Sign Removal Layouts Large Sign Details Small Sign Details Overhead Sign Support Dates (Tabular) Overhead Sign Elevations Signal Layouts and Details Pavement Marking Summary Small Sign Summaries Large Sign Summaries Standards 100 0 0 0 0 0 0 0 0 0 0 0 0 15.0 15.0 0.0 15.0 15.0 0.0 20.0 0.0 15.0 15.0 9.0 2.0 FC 162 Total 0 0.00 F.C. 163 MISCELLANEOUS (ROADWAY) Scale No Hrs / Ea Notes TCP Narrative Sequence of Construction TCP Typical Sections TCP Horizontal Alignment Data Traffic Control Pian (3 Phases) TCP Road Closure Detour Layout Safety Review Meeting Retaining Wall Boring Logs/Legends Retaining Wall Horizontal Alignment Data Retatn!ng Wall Typical Sections Retaining Wall Layouts Illumination Layouts TCP and Retaining Wall Summaries Utility Layouts Standards 0 0 0 100 0 0 0 0 0 40 2 50 0 0 50 0 0 15.0 15.0 10.0 20.0 15.0 20.0 10.0 5.0 15.0 10.0 20.0 15.0 15.0 2.0 Retaining Wall No. 2 (Revised) Retaining Wail No. 2 (Revised) FC 163 Total 3 8.33 F.C. 170 BRIDGE DESIGN Scale No Hrs / Ea Notes Bridge Layouts Bridge Details Bridge Summaries Standards' 0 0 0 0 0.0 0,0 0.0 0.0 FC 170 Total 0 0,00 'Standards not included in sheet totals PLAN SET TOTAL 34 8.62 Exhibit D RTG MANHOUR ESTIMATE Sheet 1 of 2 Chisholm TraillChisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C. 190 PROJECT MANAGEMENT & ADMINISTRATION E4 E3 E2 El ES2 SETET SET Total Project Meetings (estimated © 8 meetings) Utility Meetings (max. of 8) 20.0 0.0 Project Management (extended duration = 8 months) 32 Utility Coordination (Mist.) 40,0 32.0 QA/QC (Phase 2) 20 Utility Conflict Identification 40 60.0 0.0 ROW Coordination 40.0 0.0 FC 164 Total 0 52 0 0 40 0 0 92,0 F.C. 110 ROUTE AND DESIGN STUDIES E4 E3 E2 El ES2 SET ET Total Utility Meetings (max. of 8) 20.0 0.0 Utility Coordination (Mist.) 40,0 40.0 0.0 Utility Conflict Identification 20.0 0.0 ROW Coordination 40.0 20.0 0.0 Prepare Punch List 16.0 0.0 Prepare"As•Buiit" Plan Set 20.0 60.0 0.0 FC 120 Total 0 120 0 0 60 0 0 0.0 0.0 0.0 0.0 0.0 0.0 FC 110 Total 0 0 0 0 0 0 I 0 0.0 0.0 0.o o.o o.o 0.0 o.o o.o FC 102 Total 0 0 0 0 0 0 0 0 F.C. 120 ENVIRON. STUDIES & PUBLIC INVOLVEMEN E4 E3 E2 El ES2 SET ET Total Utility Meetings (max. of 8) 20.0 0.0 Utility Coordination (Mist.) 40,0 40.0 0.0 Utility Conflict Identification 20.0 0.0 ROW Coordination 40.0 20.0 0.0 Prepare Punch List 16.0 0.0 Prepare"As•Buiit" Plan Set 20.0 60.0 o.o FC 120 Total 0 120 0 0 60 0 0 0.0 o.o 0.0 o.o o.o 0.0 FC 110 Total 0 0 0 0 0 0 I 0 0 F.C. 130 ROW AND UTILITY COORDINATION E4 E3 E2 El ES2 SET ET Total Utility Meetings (max. of 8) 20.0 20,0 Utility Coordination (Mist.) 40,0 40.0 80.0 Utility Conflict Identification 20.0 20.0 ROW Coordination 40.0 20.0 60.0 Prepare Punch List 16.0 0.0 Prepare"As•Buiit" Plan Set 20.0 60.0 0.0 FC 120 Total 0 120 0 0 60 0 0 180 F.C. 180 CONSTRUCTION PHASE SERVICES E4 E3 E2 El ES2 SET ET Total Coordinate and Attend Pre -Construction Conference 4.0 4.0 Site Visits (Assume 12 Month Construction Duration) 72.0 72.0 Review and Approve Shop Drawings, Etc. 60.0 60.0 Review Application for Payment 24.0 24.0 Prepare Punch List 16.0 16.0 Prepare"As•Buiit" Plan Set 20.0 60.0 80.0 FC 351 Total 0 196 0 0 0 60 0 256 Exhibit D RTG MANHOUR ESTIMATE Sheet 2 of 2 Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock .F.C.160 ROADWAY DESIGN CONTROLS E4 E4 E3 E2 El ES2 SET ET Total Title Sheet 0.0 0.0 1.0 0.0 1.0 0.0 3.0 0.0 5.0 Sheet Index 0.0 0.0 1.0 0.0 1.0 0.0 3.0 0.0 5.0 Project Layout 0.0 0.0 2.0 0.0 2.0 0.0 4.0 0.0 8.0 Typical Sections 0.0 0.0 4.0 0.0 6.0 0.0 10.0 0.0 20.0 Horizontal & Vertical Control Data Sheet 28.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Horizontal Alignment Data Sheets 0.0 0.0 1.0 0.0 1.0 0.0 3.0 0.0 5.0 Plan! Profile Sheets 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Details/Driveway Details Water Pollution Abatement Pfan 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Miscellaneous Roadway Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Removal Plans 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Tree Protection Plan/Miscellaneous Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Design Cross Sections 0.0 0.0 4.0 2.0 0.0 24.0 0.0 9.0 30.0 E&Q Sheets and Roadway Summaries 0.0 0.0 5.0 0.0 5.0 0.0 15.0 0.0 25.0 Standards* 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 160 Total 10 1 18 2 1 18 1 24 38 1 0 1 98.0 F.C. 161 DRAINAGE E4 E3 E2 E1 ES2 SET ET Total Off -Site Drainage Area Maps 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Interior Drainage Area Maps 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 Runoff and Inlet Computations 0.0 0.0 45.0 0.0 0.0 0.0 0.0 45.0 Storm Sewer Computations 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Storm Drain Plan & Prorite 0.0 7.0 70.0 0.0 0.0 28.0 0.0 105,0 Storm Drain Lateral Profiles 0.0 2.0 10.0 0.0 0.0 8.0 0.0 20.0 Mlsc Drainage Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bridge Hydraulics ' 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 Water Pollution Abatement Pfan 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 SW3P Title Sheet 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SW3P Ptan Sheets ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Misc. Erosion Control Plan Sheet 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 BMP DesignANater Quality Pond Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FEMA Floodplain Evaluation and CLOMR 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intel and Manhole and Erosion Control Summary ' 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 Water Quality Pond Summary 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Standards 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 161 Total 0 9 125 0 0 36 0 170.0 F.C.182 SIGNING, MARKINGS, AND SIGNALIZATION, E4 E3 E2 El 682 SET ET Total Signing & Pavement Marking Layout 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Signing & Pavement Marking Layout (Existing Roar 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Existing Sign Removal Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Large Sign Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Small Sign Details 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Overhead Sign Support Details (Tabular) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Overhead Sign Elevations 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Signal Layouts and Details ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pavement Marking Summary ' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Small Sign Summaries 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Large Sign Summaries 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Standards ' 0.0 0.0 0.0 0.0 0,0 0.0 0,0 0.0 FC 162 Total 0 0 0 0 0 0 0 0.0 F.C. 163 MISCELLANEOUS (ROADWAY) E4 E3 E2 E1 ES2 SET ET Total TCP Narrative Sequence of Construction 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 TCP Typical Sections 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TCP Horizontal Alignment Data 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Traffic Control Plan (3 Phases) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TCP Road Closure Detour Layout 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Safety Review Meeting 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Retaining Wall Boring Logs/Legends 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Retaining Wall Horizontal Alignment Data 0.0 1.0 0.0 0.0 0.0 4.0 0.0 5.0 Retaining Wall Typical Sections 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Retaining Wall Layouts 0.0 10.0 0.0 0.0 10.0 0.0 0.0 20.0 Illumination Layouts 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 TCP and Retaining Wall Summaries 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 Utility Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 163 Total 0 11 0 0 10 4 0 25.0 P.C. 170 BRIDGE DESIGN 64 63 62 61 ES2 SET ET Total Bridge Layouts 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bridge Details 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bridge Summaries 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Standards 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FC 170 Total 0 0 0 0 0 0 0 0.0 Exhibit D RTG MANHOUR SUMMARY Sheet 1 of 2 Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C. 190 PROJECT MANAGEMENT & ADMINISTRA1 Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ - Project Manager 52 $54.00 $ 2,808.00 Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist 11 40 $41.00 $ 1,640.00 Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 92 $ 4,448.00 F.C. 110 ROUTE AND DESIGN STUDIES Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist!! 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ F.C. 120 ENVIRON. STUDIES & PUBLIC INVOLVEM Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist li 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ F.C. 130 ROW AND UTILITY COORDINATION Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 120 $54.00 $ 6,480.00 Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist 11 60 $41.00 $ 2,460.00 Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 180 $ 8,940.00 F.C. 180 CONSTRUCTION PHASE SERVICES Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 196 $54.00 $ 10,584.00 Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist 11 0 $41.00 $ Senior Engineering Technician 60 $34.50 $ 2,070.00 Engineering Technician 0 $32.00 $ - Sub -total 256 $ 12,654.00 RTG MANHOUR SUMMARY Sheet 2 of 2 Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX City of Round Rock F.C. 160 ROADWAY DESIGN CONTROLS Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 18 $54.00 $ 972.00 Project Engineer 2 $42.00 $ 84.00 Design Engineer 16 $36.00 $ 576.00 Engineering Specialist II 24 $41.00 $ 984.00 Senior Engineering Technician 38 $34.50 $ 1,311.00 Engineering Technician 0 $32.00 $ Sub -total 98 $ 3,927.00 F.C. 161 DRAINAGE Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ - Project Manager 9 $54.00 $ 486.00 Project Engineer 125 $42.00 $ 5,250.00 Design Engineer 0 $36.00 $ Engineering Specialist II 0 $41.00 $ - Senior Engineering Technician 36 $34.50 $ 1,242.00 Engineering Technician 0 $32.00 $ - Sub -total 170 $ 6,978.00 F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATIO Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist II 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ F.C. 163 MISCELLANEOUS (ROADWAY) Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 11 $54.00 $ 594.00 Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist II 10 $41.00 $ 410.00 Senior Engineering Technician 4 $34.50 $ 138.00 Engineering Technician 0 $32.00 $ Sub -total 25 $ 1,142.00 F.C. 170 BRIDGE DESIGN Manhours Rate Direct Labor Senior Engineer 0 $58.00 $ Project Manager 0 $54.00 $ Project Engineer 0 $42.00 $ Design Engineer 0 $36.00 $ Engineering Specialist II 0 $41.00 $ Senior Engineering Technician 0 $34.50 $ Engineering Technician 0 $32.00 $ Sub -total 0 $ EXHIBIT D FEE SCHEDULE City of Round Rock Chisholm Trail/Chisholm Parkway Resolution No. R-XX-XX-XX-XXXX LABOR COSTS: DIRECT LABOR OVERHEAD 144.00% TOTAL LABOR+OVHD FIXED FEE 11.00% TOTAL COST F.C. 110 ROUTE ANO DESIGN STUDIES F.C. 120 ENVIRON. STUDIES & PUBLIC INVOLVEMENT F.C. 130 ROW AND UTILITY COORDINATION F.C, 180 CONSTRUCTION PHASE SERVICES F.G. 160 ROADWAY DESIGN CONTROLS F.C. 161 DRAINAGE F.C. 162 SIGNING, MARKINGS, AND SIGNALIZATION F.C. 163 MISCELLANEOUS(ROADWAY) F.C. 170 BRIDGE DESIGN F,C. 190 PROJECT MANAGEMENT & ADMINISTRATION TOTALS $ - $ - $ 8,940.00 $ 12,654,00 $ 3,927.00 $ 6,978.00 $ - $ 1,142.00 $ - $ 4,448.00 $ - $ - $ 12,873.60 $ 18,221.76 $ 5,654.88 $ 10,048.32 $ - $ 1,644.48 $ - $ 6,405.12 $ - $ - $ 21,813.60 $ 30,875.76 $ 9,581.88 $ 17,026.32 $ - $ 2,786.48 $ - $ 10,853.12 $ - $ - $ 2,399.50 $ 3,396.33 $ 1,054.01 $ 1,872.90 $ - $ 306,51 $ - $ 1,193.84 $ _ $ _ $ 24,213.10 $ 34,272.09 $ 10,635.89 $ 18,899.22 $ - $ 3,092.99 $ - $ 12,046.96 $ 38,089.00 17 54,848.16 $ 92,937.16 $ 10,223.09 $ 103,160.26 DIRECT COSTS: EXPENSES: UNIT RATE QUANTITY TOTAL Final Ortho -photography Plots Reproduction Mileage Airline Flights Per Diem Mail & Deliveries SF SF Mile EA Day EA $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - TOTAL EXPENSES $ - SUB -CONTRACTS: TASK TOTAL McGray & McGray McGray & McGray Aguirre & Fields Aguirre & Fields Woodruff Geological Consulting K Friese &Associates Original Contract Re -Instated ROW Maps & Design Surveys WQP Structural Design Construction Phase Services Geological Assessment WW Design S 24,973,84 $ 9,992.00 $ 11,287.30 $ 3,235.00 $ 1,500.00 $ 14,643.00 TOTAL SUB -CONTRACTS $ 66,631.14 TOTAL DIRECT COSTS $ 66,631.14 TOTAL COST $ 168,791.39 Rodriguez Transportation Group, Inc Exhibit D