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Contract - CP&Y - 7/9/2020STATE OF TEXAS § COUNTY OF WILLIAMSON § SUPPLEMENTAL CONTRACT NO.4 TO CONTRACT FOR ENGINEERING SERVICES FIRM: CP&Y, INC. ("Engineer") ADDRESS: 13809 Research Boulevard, Suite 300, Austin, TX 78750 PROJECT: Kenney Fort Boulevard (Segments 2 & 3) This Supplemental Contract No. 4 to Contract for Engineering Services is made by and between the City of Round Rock, Texas, hereinafter called the "City" and CP&Y, Inc., hereinafter called the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called the "Contract", on the 11th day of February, 2016 for the Kenney Fort Boulevard (Segments 2 & 3) Project in the amount of $933,519.78; and WHEREAS, the City and Engineer executed Supplemental Contract No. 1 on April 12, 2018 to amend the scope of services and to increase the compensation by $135,900.00 to a total of $1,069,419.78; and WHEREAS, the City and Engineer executed Supplemental Contract No. 2 on November 8, 2018 to amend the scope of services and to increase the compensation by $840,597.18 to a total of $1,910,016.96; and WHEREAS, the City and Engineer executed Supplemental Contract No. 3 on June 27, 2019 to amend the scope of services and to increase the compensation by $83,520.00 to a total of $1,993,536.96;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 $114,698.50 to a total of $2,108,235.46; NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article 1, City Services and Exhibit A. City Services shall be amended as set forth in the attached Addendum to Exhibit A. Supplemental Contract Rev.06/16 0199.1603; 00448659 84275 1�' zo l tl-0(L 7-� 1 III 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. FRI Article 4, Compensation and Exhibit D. Fee Schedule shall be amended by increasing by $1142698.50 the lump sum amount payable under the Contract for a total of $2,108,23 5.46, 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 0199.1603;00448659 [signature pages follow] 2 Rev.06/16 84275 I Date Supplemental Contract Rev.06/16 0199.1603; 00448659 84275 CITY OF ROUND ROCK APPRIDNED AS TO ORM: n I� By: l/ Craig Morgan Mayor Stephan T. Sheets, City Attorney -7•q.20 Date Supplemental Contract R".06/16 0199.1603; 00448659 84275 ADDENDUM TO EXHIBIT A City Services The City will continue to furnish to the Engineer the following information and/or perform the following tasks: 1. Provide any existing data the Owner has on file concerning the project, if available. 2. Assist with the coordination of any required public involvement, attend one-on-one meetings with officials, neighborhood groups, and local businesses and attend an open house, if necessary. For public meetings or hearings, schedule and reserve the meeting location and place the required advertisements. 3. Assist the Engineer, as necessary, in obtaining any required data and information from the State, County, Upper Brushy Creek Water Control & Improvement District, neighboring Cities and/or other franchise utility companies. 4. Give prompt written notice to Engineer whenever the Owner observes or otherwise becomes aware of any development that affects the scope or timing of Engineer's services. 5. Meet on an as needed basis to answer questions, provide guidance and offer comment. 6. Provide construction inspection and construction testing services including coordination and scope of services. 7. In conjunction with the Texas Department of Transportation (TxDOT), provide the following: a) Federal Highway Administration (FHWA) coordination b) Environmental document review c) Relevant prior and/or adjacent plan sets, studies, and planning documents d) Ground Penetrating Radar (GPR) testing of existing frontage road pavement e) Review and approval of traffic volume projections f) Equivalent Single Axle Load (ESAL) calculations 8. Provide existing signal timing information for study intersections. ADDENDUM TO EXHIBIT B Engineering Services Additional effort for Supplement #4 for the Kenney Fort Boulevard Segment 2 & 3 Project design services contract includes: • Forest Creek Drive right turn lanes o Additional design layout effort, traffic control plan modifications, roadway sheets, removal sheets, signing & pavement marking sheets, and cross sections o Update drainage analysis and drainage plans • Hooded left turn on Kenney Fort at station 78400 south of Forest Creek, • Additional Survey Services o Extend Topographic survey on Forest Creek Drive for right turn lanes o Additional survey for water and wastewater lines o Update Parcel 1 (Timmerman) for additional ROW on Forest Creek for EB right turn lane o ROW Staking for property owner visualization and fence construction • Additional ROW coordination o Condemnation hearing exhibit preparation o Attending condemnation hearings (2) • Pflugerville Future Kenney Fort Boulevard Extension — SH45 to New Meister Lane o Concept Schematic o Add curb return dead-end stub -out at SH45 into PS&E plans. • TxDOT Local Government Project Procedures (LGPP) Coordination o Additional TxDOT Coordination for Federal Funded Project • Environmental 404 Permitting The tasks and products are more fully described in the following TASK OUTLINE. L SURVEYING SERVICES The Kenney Fort Boulevard (KFB) Water and Wastewater Line (WWL) Improvements Project requires additional survey information in order to complete the design of the water and wastewater lines already under contract. Survey needs include elevation and inverts of 13 wastewater manholes, flow line of 4 storm drain inlets/junction box, and discrete topographic survey. The survey is anticipated to be complete approximately one month following Notice to Proceed. A. SUPPLEMENTAL TOPOGRAPHIC SURVEY 1. Surveyor will provide the professional and technical staff necessary to perform a detailed topographic survey of Forest Creek Drive extended limits and miscellaneous WWMH locations. The survey will include at a minimum topography, improvements, fences, visible utilities, identifiable appurtenances, drainage structures, etc. Surveyor will obtain flow line elevations & pipe sizes (if ascertainable) for each wastewater and storm drain manhole within the limits of the survey area. Surveyor will also submit a utility locate request to Texas811 for the segment along the roadway and survey in their markings. B. ROW DOCUMENTS 1. The Surveyor will update the metes and bounds descriptions and ROW exhibit for the additional ROW needed for the Forest Creek Drive right turn. The Surveyor will set monuments along the proposed ROW acquisition line for additional ROW. C. ROW STAKING 1. The Surveyor will stake and/or flag the new ROW line along private property owners for parcel numbers 5, 6, 14, 15, 17, 18 ,19, and 20 for purposes of property owner visualization and fence construction. ROW Staking shall be set at 100' intervals on linear segments with good visibility and 50' intervals on curves. 5/8/2020 1 of 5 II. SECTION 404 PERMITTING A. DATA COLLECTION (provided by CP& Y, Inc.) The CONSULTANT shall conduct a baseline aquatic resource analysis documenting existing conditions with the Texas Rapid Assessment Method (TxRAM), which is a wetland and stream conditional assessment model. This effort would utilize previously gathered data in addition to field investigations. This task shall include preparation of TxRAM Stream Data Sheets, Scoring Sheets, associated exhibits, and the Aquatic Resource Compensation Calculator. For wetland areas, TxRAM Wetland Data Sheets, Wetland Scoring Sheets, associated exhibits, and Wetland Final Scoring Sheet for Evaluating Proposed Mitigation/Impact Activities Sheet would be completed. This would be completed for impacted streams/wetlands and potential mitigation locations. The output from TxRAM will be used to calculate adverse impacts and compensatory mitigation required by USACE as part of the USACE Pre -Construction Notification (PCN). B. USACE Pre -Construction Notification - Based on the project design, it is anticipated that the project could be permitted under Nationwide Permit (NWT) # 14 (Linear Transportation Projects), along with submittal of a PCN to the USACE. Specific permitting tasks include the following: 1. Pre -Application Meeting — the CONSULTANT shall participate in one (1) pre -application meeting, via teleconference/Skype meeting, with the USACE to discuss the project impacts, avoidancehninimization measures, permitting requirements, and potential mitigation options. 2. PCN Preparation - the CONSULTANT shall prepare and submit a PCN to the USACE in accordance with NWP General Condition 32. The USACE Fort Worth District application submittal form for NWP # 14 will be utilized for this task. The submittal will include the results of the threatened/endangered species assessment, cultural resource assessment, waters of the U.S. assessment, plan and section view drawings, and TCEQ Section 401 Water Quality Certification. This task also includes responding to USACE comments and requests for additional information. It is anticipated that a Conceptual Mitigation Plan will be required for submittal as part of the PCN. The Conceptual Mitigation Plan will detail the avoidance and minimization measures during the planning and design phases for the project. No USACE-approved mitigation banks are in the vicinity (i.e., watershed) of the project area; therefore, it is anticipated that any required compensatory mitigation will be accomplished through permittee-responsible mitigation. Detailed mitigation requirements will be discussed with the USACE; if required, a Detailed Mitigation Plan would be prepared under a supplemental agreement. IIL PLANS, SPECIFICATIONS & ESTIMATE A. ROADWAY DESIGN (provided by CP& 19 1. Roadway Plans & Geometry (a) Proposed typical sections will be updated to depict the improvements to Forest Creek Drive right turn lanes. The proposed typical sections are intended to show the general cross -sectional configuration of the roadway in logical sections and will be prepared to the appropriate level of detail and limits to convey that general information. (b) A horizontal alignment data sheets will be updated to include the horizontal geometric information for Forest Creek Drive. (c) Forest Creek Drive roadway plan and profile sheets shall be completed depicting the proposed construction. The plan and profile sheets will be prepared at a scale of 1" =50' H and 1"=5' V. Combination rail along the back of sidewalk will be replaced with TxDOT C411 Texas Classic Rail Standard Detail. (d) Forest Creek Drive removal sheets will be added for removal of existing elements at scale of 1 "=50' (e) Kenney Fort Blvd roadway plan & profile sheets will be modified to include a hooded left turn south of Forest Creek Drive. 2. Grading and Details (a) Design cross sections will be completed at 50-foot interval along Forest Creek Drive for the determination of cut and fill quantities. Cross sections will not be developed as a deliverable for phased TCP. (b) Driveway layout and profile will be prepared for the additional driveway on eastbound Forest Creek. 3. City of Pflugerville Future Extension of Kenney Fort Boulevard 5/8/2020 2of5 (a) The Engineer will a conceptual schematic alignment design for a future extension of Kenney Fort Boulevard from SH45 existing intersection to New Meister Lane. The alignment will minimize impacts to the existing MoKan right of way. (b) Update current PS&E plans for construction of a stub for the Pflugerville future extension. This will require an additional intersection sheet. B. DRAINAGE & EROSION CONTROL DESIGN (provided by K-Friese) ATLAS 14 IMPACTS The engineer will update current 60% Plans, Specifications & Estimates (PS&E) plans to incorporate Atlas 14 precipitation for 90%, and final 100% plans. Impacts and scope of work include the following. 1. Atlas 14 Memo (a) The engineer will prepare a technical memo to documenting the updated Atlas 14 precipitation data. The precipitation data will be based upon research between TxDOT and the Texas Transportation Institute which is expected to be incorporated into the TxDOT online Hydraulic Design Manual. In addition, the technical memo will update the project's design criteria. Two 1-hour meetings are assumed for discussion and approval of selected precipitation data/ design criteria. 2. Storm Sewer and Inlet Design (a) Update Geopak Drainage calculations to assess impacts of Atlas 14. Update storm sewer sizes and inlet design. Additional inlets at some locations and increased storm sewer sizes are anticipated. Offsite Hydrology and Major Crossings (a) Recalculate offsite flows to the project using Atlas 14 precipitation data. Update the Upper Brushy Creek Central Model to calculate flows across project and tributary to major crossings. The Upper Brush Creek Main Stem model used for evaluating offsite impacts will not be updated for this effort. Revaluate cross structure sizes per freeboard criteria. If changes in infrastructure results differ from what is stated below, a supplement amendment will be necessary to address the design changes. Major structures are: (i) Crossing to Dyer Creek south of Forest Creek (Approx. STA 74+50) (ii) Crossing to Dyer Creek south of Forest Creek (Approx. STA 84+00) (iii) Crossing to Dyer Creek between Forest Creek and Gattis School (Approx. STA 93+00) (iv) 48" Outflow pipe for Rolling Ridge Neighborhood (Approx. STA 104+00) a) If existing storm sewer is undersized the proposed crossing will be correctly sized. Offsite storm sewer will remain for future improvement project. (v) SH 45 Culvert Extension (Approx. STA 146+50 to STA 139+50) a) Performance of culvert extension will be revaluated but extension will not be upgraded to larger size. (vi) Crossing of Meister Lane along Gattis School Road to Dyer Creek (Approx. STA 108+00 to 116+00 on Gattis School Road alignment) (vii) Bridge class culvert crossing of Dyer Creek a) Update HEC-RAS Calculations. Culvert will not be upsized. Anticipated minor structures are (minor structures are anticipated to be connected to the storm sewer system and conveyed to a major structure): (viii) 36" Outflow pipe for Rolling Ridge Neighborhood (Approx. STA 97+00) a) If existing storm sewer is undersized the proposed crossing will be correctly sized. Offsite storm sewer will remain for future improvement project. (ix) 48" Outflow pipe for Rolling Ridge Neighborhood (Approx. STA 112+00) a) If existing storm sewer is undersized the proposed crossing will be correctly sized. Offsite storm sewer will remain for future improvement project. (x) Crossing of shallow channel approximately 500-ft south of Gattis School Road (Approx. STA 122+00) (xi) Crossing near the end of Westview Drive (Approx. STA 140+00) (xii)Outflow pipe from development at Northeast comer of SH 45 and Kenney Fort Blvd. (Approx. STA 146+00) 4. Ditch Design (a) Update roadside ditch calculations to incorporate Atlas 14 precipitation using the Rational Method and updated IDF curves. Revaluate freeboard criteria, permissible velocities, and shear stresses. Update ditch design or provide erosion protection measures as applicable. 5. Floodplain Impacts 5/8/2020 3 of 5 (a) Right side Kenney Fort retaining wall will be revaluated between Sta. 92+00 to 103+00 per increased floodplain map risk associated with Atlas 14 data. 6. Drainage Calculation Table Updates (a) The following drainage calculations tables from the 60% PS&E design phase will be updated and expanded as required. • Onsite Drainage Calculations (7 Sheets) • Culvert Hydraulic Data Sheets / HEC-RAS Calculations (7 Sheets) 7. Drainage Report Update (a) Update drainage report with sections discussing new precipitation data, hydrologic approach and analysis, hydraulic approach and analysis, and changes made to the effective Upper Brushy Creek Central Model and Main Stem model. Updates for the Main Stem model will be for information only and will not be used for design. 8. Storm Water Detention (a) It is not anticipated that detention facilities will be required based on Atlas 14 updates. The Upper Brush Creek Main Stem will be updated for Atlas 14; however, if analysis determines that detention may provide some benefit a supplement amendment will be required for detention design and analysis. 9. Adjust inlets existing inlets on Forest Creek Drive for new right turn lanes 10. Evaluate pavement spread on new Forest Creek Drive right turn lanes. 11. Update drainage area map, storm sewer design, and hydraulic calculation tables for modified inlet locations 12. Adjust existing storm drain inlet and add additional at SH45 EBFR for Pflugerville Kenney Fort Blvd curb -return stub. 13. Create additional erosion control sheets for new Forest Creek Drive right turn lanes. C. SIGNING & PAVEMENT MARKINGS (provided by CP& Y) 1. Small Signing and Pavement Markings (a) Signing and Pavement marking layouts will be prepared at a scale of 1 "=50' for Forest Creek Drive. Road signs and markings will be shown all on the same plan sheet. Each sign will have a corresponding number for cross-reference to the sign summaries. D. MISCELLANEOUS ROADWAY (provided by CP&Y, Inc.) 1. Traffic Control Plan (a) Traffic control typical sections and traffic control plan narrative will be updated to include Forest CreekDrive construction. (b) Traffic control plan sheets (2) will be added to include Forest Creek Drive and shown in one phase, two (2) sheets. E. TxDOT Coordination and Local Government Project Procedures (LGPP) 1. The Engineer will complete the additional coordination with TxDOT required due to the project receiving federal funding including LGPP processes. F. RIGHT OF WAY COORDINATION 1. Condemnation Hearing Attendance (a) The Engineer attend two (2) right of way condemnation hearings to answer project engineering questions. 2. The Engineer will coordinate with the Right of Way Consultant for the Preparation of Right of Way Exhibits to be used in the Condemnation Hearings for two (2) land parcels. The right of way exhibits will include: Project Overview, Existing Parcel Overviews, Proposed ROW Areas, and Typical Sections. 5/8/2020 4of5 IV. ADDITIONAL SERVICES A. Engineer will develop at the request of the Owner any changes, alterations or modifications to the Project which appear to be advisable and feasible based on unexpected field conditions and in the best interest of the Owner B. Work not described in the basic services must be approved by supplemental amendment to this Contract by the Owner before the Engineer undertakes it. If the Engineer is of the opinion that any work is beyond the scope of this Contract and constitutes additional work, the Engineer shall promptly notify the Owner of that opinion, in writing. In the event the City finds that such work does constitute additional work, then the City shall so advise the Engineer, in writing, and shall provide extra compensation to the Engineer for the additional work as provided under a supplemental amendment. 5/8/2020 5 of 5 ADDENDUM T4 EXHIBIT C Work Schedule Attached Behind This Page EXHIBIT C Kenney Fort Boulevard - Schedule ID Task Name Duration Start Finish 2018 2019 2020 1021 H1 H2 H1 H2 H1 H2 _H1 H2 1 TOOT AFA Executed 0 days Thu 11/1/18 Thu 11/1/18 11/1/18 TxDOT AFA Executed 2 I Environmental _Czmczmz 3 i Submit ENV Scope Document 0 days Fri 11/16/18 Fri 11/16/18 11/16/18 ® Submit ENV Scope Document 4 Draft EA Public Hearing Draft FONSI Enviornmental Clearance a 404 Permit 400 days 0 days 10 days 0 days 205 days Thu 2/7/19 Tue 12/1/20 Mon 1/4/21 Fri 1/29/21 Mon 5/18/20 Wed 8/19/20 Tue 12/1/20 Fri 1/15/21 Fri 1/29/21 Fri 2/26/21 Draft EA 2/1/20 <> Public Hearing Draft FONSI 1/29/21 .7 Enviornmental Cl 404 Permit 6 6 7 8 9 Design , TxDOT Schematic Coordination PS&E Start , , 44 days 0 days Thu 11/1/18 Tue 1/1/19 Tue 1/1/19 Tue 1/1/19 TxDOT Schematic Coordination 1/1/19 ® PS&E Start _---p Design Phase 10 11 12 60% PS&E Plan Development 60 days Wed 2/6/19 Tue 4/30/19 60% PS&E Plan Develc pment 13 60% PS&E Submittal 60% PS&E Review 90% PS&E Plan Development 90% PS&E Submittal 0 days 10 days 25 days 0 days Tue 4/30/19 Wed 5/1/19 Thu 6/11/20 Thu 7/16/20 Tue 4/30/19 Tue 5/14/19 Wed 7/15/20 Thu 7/16/20 4/30/19 ♦ 60% PS&E Submittal 1 60% PS&E Review 7/16/2 0 90%PS&E Plan Development 90% PS&E Submittal 14 is 16 17 90% PS&E Review Final Plan Development Submit Final Plans Begin Construction End Construction 15 days 25 days 0 days 380 days 0 days Fri 7/17/20 Fri 8/7/20 Fri 1/29/21 Mon 5/3/21 Fri 10/14/22 Thu 8/6/20 Thu 9/10/20 Fri 1/29/21 Fri 10/14/22 Fri 10/14/22 j 90% PS&E Review E Final Plan Development 1/29/21 Submit Final Plan 18 19 20 21 22 Task � Milestone ♦ Summary �1 'ROUNDROCK,TEXAS N0.YfhL. M(SION YROL'L0.11Y Page 2 of 2 C MY-) ADDENDUM TO EXHIBIT D Fee Schedule Attached Behind This Page EXHIBIT D SUMMARY - SUPPLEMENT 4 KENNEY FORT BLVD, SEGMENTS 2 & 3 FOREST CREEK TO SH 45 City of Round Rock Task Description Total Cost TOTAL LABOR COSTS I. Sumeying Services Geotechnical Investigations CORSAIR $ Surveying CP&Y $ 28000.00 1. Surveying Services Subtotal $ 28 000.00 It. SOCIAL, ECONOMIC & ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT Section 404 Permits CP&Y $ 28505.00 It. SOCIAL ECONOMIC & ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT Subtotal $ 28 505.00 III. PLANS, SPECIFICATIONS AND ESTIMATE Utility Adjustments CP&Y Utility Coordination Cobb Fendle Roadway Design Controls CP&Y S 13485.00 Drainage & Erosion Control Design KFnese S 28,765.00 Signing, Markings and Si nalization CP&Y S 1 430.00 Signing,Markings and Si nall2ation - Signals HDR $ Miscellaneous Roadway Section III -D E& CP&Y $ 1243500 Miscellaneous Roadway KFdese $ 1,705.00 III. PLANS SPECIFICATIONS AND ESTIMATE Subtotal $ 56115.00 IV. PROJECT MANAGEMENT Project Management 12 months CP&Y $ IV. PROJECT MANAGEMENT Subtotal $ V. Bid and Construction Phase Services Bid Phase CP&Y Construction Phase CP&Y Construction Phase - Drainage K Fnese Construction Phase - Sigmis HDR V. Bid and Construction Phase Services Subtotal $ SUBTOTAL LABOR EXPENSES $ 114,326.00 EXPENSES -CP&Y CP&Y $ 373.50 EXPENSES -HDR HDR $ EXPENSES-Rifeline Rileline $ EXPENSES - Verdi Verdi $ EXPENSES -Cobb Fendley Cobb Fendle $ EXPENSES - K Fnese K Fnese $ GRAND TOTAL $ 114,698.50 SUMMARY of Cost breakdown by Firm CP&Y $ 111228.50 Cobb Fendle $ HDR $ K Friese $ 30470.00 Rifeline $ Verdi It JAB It Corsair S Kenney Fort _SA4_Env404Wrans_Exhibit D.xlsx SUMMARY Page 1 of 5 Exhibit D Kenney Fort Blvd. Additional Survey FOREST CREEK TO SH 45 City of Round Rock Task Description Total Labor Hours Total LoadedLabor Other Direct Costs Ti�SiIRVEY,:SERVECES ..=:,:u�. ''` A. SUPPLEMENTAL TOPOGRAPHIC SURVEY $ 18 400.00 $ B. ROW DOCUMENTS $ 1,600.00 C. ROW STAKING $ 8,000.00 SUB -TOTAL SURVEY SERVICES 0 $ 28 000.00 $ IL Ail MONAL SERMES:; ; c_ SUB -TOTAL ADDITIONAL SERVICES $ - $ SUB -TOTAL SURVEY & ADDITIONAL SERVICES $ 28,000.00 $ - GRAND TOTAL SURVEY & ADDITIONAL SERVICES & EXPENSES $ 28,000.00 Kenney Fort_SA4_Env404&Trans_Exhibit D.xlsx Page 2 of 5 Exhibit D -Supplement 4 Lump Sum Basis KENNEY FORT BLVD, SEGMENTS 2 & 3 FOREST CREEK TO SH 45 City of Round Rock Fee Schedule/Budget for CP&Y Inc. Task Description Project Manager Senior Engimser Environ Manager Senior Environ S cialist Environ Specialist Senior Architectural Historian Biologist GISSpectalist Admin I Clerical Total Labor Hours Total Direct Labor Costs 5210.00 $170.00 $195,00 $130.00 $115,00 $135.00 $104.00 $85.00 $104.00 ll: SOCIAL ECON MIC & ENVIRONMENTAL ST DIES AND P9LIC INVOLVEMENT I. Environmental documentation Data Collection 1 1 1 4 1 81 60 8 81 S 8950,00 81 8,950.00 II USACE Pre -Construction NooOcation Pre-Applicabon Meeting 2 3 4 2 11 S 1,733 00 PCN Preparation 2 4 12 30 25 8 4 1 85 $ 9,90600 conceptual Mitigation Plan 1 2 2 8 24 24 8 1 69 $ 7,916.00 00 II.-S TOTALS HOURS SUB -TO 6 2 13 32 54 0 ill 24 4 246 $ 28,505.00 SUBTOTAL $ 1.260.00 $ 340.00 $ 2,535.00 $ 4.160.00 $ 6,210.00 $ $ 11,544.00 $ 2,040.00 $ 416.00 E 281 .00 Kenney Fort _SA4_Env404&Trans_Exhibit D.xlsx II. Social, Eco, Enviro, Public Page 3 of 5 Exhibit D - CP&Y, INC. KENNEY FORT BLVD, SEGMENTS 2 & 3 FOREST CREEK TO SH 45 City of Round Rock Fee SchedulelBud et for CP&Y, Inc. Task Description Project Manager Senior Engineer Design Engineer E.I.T. Chief Hydrologist Senior CADD Operator CADD to opera or GIS Speci alist Total Labor Hours Total Direct Labr oCosts 921000 $17000 S135.00 S10500 $210.00 S120.00 S10500 S85.00 Ill. PLANS, SPECIRCA77ONS AND ESTIMATE Roadway Design Controls Al Roadway Plans & GeometryS a Existim Typeal Sections - Forest Creek Drive 2 2 4 $ 480.DO b Proposed Typical Sections - Forest Creek Drive 1 4 1 6 $ 815.00 c Horimntal Data Sheat- Forest Creek Drive 1 1 2 $ 240.00 e Forest Creek Drive Plan &Pmfles 2 - Right Turn Lanes 1 2 18 4 25 S 2860.00 Removal Sheets - Forest Creek Drive & SH45 EBFR 3 1 10 2 13 $ 1,430.00 A2 Gradlinn and Details $ a 5M Cross Sections - Forest Creek 2 10 4 16 $ 1,810.00 A3 Future P8u tulle Kenney Fort Blvd Extension - Schematic $ a Conceptual Schematic SH45 to New Meister Lane 1 4 18 8 31 $ 3.620.00 b Intersection layouts 1 =40 - SH45 EBFR 2 16 2 20 S 2,230.00 117 $ 13,485.00 Drainage Design a eeffOrareCl by neee $ Signing, Markings and Signalizardan DI a Signing & Pavement Marking Layouts - Forest Creek Or 1 101 2 13 $ 1,430.00 13 1 s IAJU.uu Miscellaneous Roadway E2 Traffic Control Plan $ a TOP T 'cals -Forest Creek Dfkre 1 4 1 6 $ 695 00 e TCP Plans Sheets (2 - Forest Creek Drive 2 1 1 141 1 4 20 $ 2,230 00 2,925.00 TxDOT Coordination and LocalGovernment Project PFocedures E1 TxDOT Coordination for Federal Funding & LGPP 2 1 14 16 $ 2,80.0 00 16 2 Rightof Way Coordination F1 Contlemnation Meetin 16 16 $ 3360.00 RUN of ay i inetan 24 31 110.00 HOURS SUB -TOTALS 23 34 7 100 0 0 31 24 219 S 27,35000 SUBTOTAL S 4, 83000 S 5.780.00 S 94500 S 10,500.00 $ $ S 3,25500 S 2,04000 1 $27,350.00 Kenney Fort _SA4_Env404&Trans_Exhibit D.xlsx II I. PS&E Page 4 of 5 Exhibit D - K Friese and Associates KENNEY FORT BLVD, SEGMENTS 2 & 3 FOREST CREEK TO SH 45 City of Round Rock Fee Schedule/Budget for K Friese Task Description Project Manager Senior Engineer Design Engineer E.I.T. Senior CADD Operator Atlmin/ Clerical Total Labor Hours Total Direct Labor Costs $190.00 $160.00 $110.00 sit:t $86.00 $60.00 Ill. PLANS, SPECIFICATIONS AND ESTIMATE Drainage Design Ct Crossing Structure Hydrology and Hydraulic Analysis $ a Data Collection $ b Hydrology : External Drainage Area Ma $ c Hydraulic Analysis 18.0 2.0 10.0 30 $ 4,640.00 d Dmina a Report 2.0 2.0 6.0 10 $ 1,200.00 e Culvert Layout sheets 6.0 2.0 18.0 26 $ 3,160.DD f Culvert Hydraulic Data Sheets 4.0 2.0 12.0 18 $ 2,180.D0 Culvert Standards and Details $ C2 Dyer Creek Hydrology and HydmulicImpact Analysis $ a Data Collection Atlas 14 / Drainage Memo 6.0 2.0 4.0 12 $ 1.760.00 b Hydrology 6.0 2.0 4.0 1 12 1 $ 1,760.00 _ c Hydraulic Ana is 6.0 2.0 12.0 1 20 $ 2,560.00 C3 Storm Sewer Design $ a Interior Drainage Area Maps 1.0 5.0 6 $ 690.00 b Inlet corn ulations 2.0 3.0 6.0 11 $ 1,310.00 c Storm sewer hydraulics analysis and sheets 1.5 3.0 6.5 11 $ 1,265.00 d Storm sewer plan and profile sheets 12.0 2.0 40.0 54 $ 6,500.00 e Ditch hydraulics $ f Drainage standards and details $ It Trench protection and special shoring $ C4 SW3P and Erosion Control a Erosion Control Plans 1 5 10 16 $ 1,740.00 b SW3P Plan c Erosion Control Details $ 226 28,766.00 E Miscellaneous Roadway E6 Quantities -Atlas 14 Impacts $ I Storm Sewer 1 1 3 5 505.00 Culverts 1 2 3 $ 295.00 m SW3P and Erosion Control 1 2 3 310.00 E7 Summary Sheets - Atlas 141 ads $ f Storm Sewer 0.5 1 1 3 3D5.00 Culverts 0.5 0.5 1 $ 145.00 m SW3P and Erosion Control 0.5 0.5 1 145.OD Eta Standards, Specifications and Estimate $ b Specifications c General Notes $ 15 11705.00 HOURS SUB -TOTALS 1 68 0 1 30 1 143 1 0 1 241 1$ 30,470.00 SUBTOTAL $ 12,920.00 $ $ 3,300.00 $ 14,250.00 $ $ $30,470.00 Kenney Fort_SA4_Env404Wrans_Exhibit D.xlsx KFriese Page 5 of 5 " Loc,Lre � ,u •^�,. • F Hip :oo rro o am .Do J� \ONO Fl LOCATE 3A.. •4c• �l`�r. I I $CIIE REi OVIDE XRO IM•ATE WYNr \ � EtEVATNIHE E MVEflr M. —LOCATE 6O W \ /.0, 4 '9D VICi LOCATE W W RMEIE FL fOR FROVC! R r pppVlOE FL V BOIX xEWEY FO " " v Rr eaD 1 � Aminaxu _ p IUVEERCE CITO ~ I TRRCT NOW n.r—.. 1..V. VM1 TOP OF AsK Q' "•«LOCATE WWWM "c r e...e, PROVOE HARD c.. c.. ELEVATIONS E WYERT8 ' Op/ � �_ PRow6ED RExxfr Pglr eLVD �Ra � i AA.� „•,. N w LOGAIE . , V El.VAI I LOCATE WWWY EtEVATKK16 L WYER16 OJLVTX WRD ELEVATcx6 E +WERie / LOCATE LOCATE PROMS wARD XARD ELEVATIONSA INVERTS EIEVAigNS A WVEPiB /iD CRY9 ••. / nouXD Roa •...c, .\ \ !// Tows TCLAA FECEOsEC IYPPO Ut Liv F RO n� f / xENNEY PROJECT VEN1-EMS PPROJECT LAYOUT UnLmES SURVEY REQUEST L«AiEwWW 1 ..•^•"� � of/z,/zazo ELEVAiIOUS A PT$ 1,/ i \ _ SCALE HUMS, FELT i;.it I �f L- ` .t}! = " — � —► FORE ST CREEK DR . -- l II l j _ I,f1 t I t I t f' ADDINGOMNG a SURVEY roRJ AWB NRN LANE _ - ��DOVAL SOFVE:"FOR ADDUaG ES Rl O V RlCilllli TJRN 'A!'E _ --Ps' 'D `FOREST CREEI-B locE �, —� m LEGEND PROPOSED PDVEUFNT C� MNN/SN.IRED USE PATH IVE _. IXI3VENNV E%IETIIp ROB PROPOSED R. E[IETIM PPMERTY LINE TRAFFIC LANE DIRECTION u KENNEY FORT BLVD. 1 FOREST CREEEK ADDITIEYR BITURVEY I CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2020-634351 CP&Y, Inc. Austin,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 06/19/2020 being filed. City of Round Rock,Texas Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. Kenney Fort Blvd(Begs.2&3) Professional engineering services Nature of interest Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary Vergara, Marissa San Antonio,TX United States X Boswell,Jeremy Dallas,TX United States X Roohms,J.J. Austin,TX United States X Hays, David Dallas,TX United States X Patel, Pete Dallas,TX United States X Chiang,Walter Dallas,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is Andrew Atlas , and my date of birth is My address is 13809 Research Blvd., Ste 300 Austin TX 78757 USA (street) (city) (state) (zip code) (country) declare under penalty of perjury that the foregoing is true and correct. Executed in Williamson County, State of Texas ,on t I 9thday of June ,20 20 (month) (year) . . • jet/ „ . . . Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.3a6aaf7d CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING 1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number: of business. 2020-634351 CP&Y, Inc. Austin,TX United States Date Filed: 2 Name of governmental entity or state agency that is a party to the contract for which the form is 06/19/2020 being filed. City of Round Rock,Texas Date Acknowledged: 07/14/2020 g Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a description of the services,goods,or other property to be provided under the contract. Kenney Fort Blvd(Begs.2&3) Professional engineering services Nature of interest 4 Name of Interested Party City,State,Country(place of business) (check applicable) Controlling Intermediary Vergara, Marissa San Antonio,TX United States X Boswell,Jeremy Dallas,TX United States X Roohms,J.J. Austin,TX United States X Hays, David Dallas,TX United States X Patel, Pete Dallas,TX United States X Chiang,Walter Dallas,TX United States X 5 Check only if there is NO Interested Party. ❑ 6 UNSWORN DECLARATION My name is , and my date of birth is My address is • (street) (city) (state) (zip code) (country) I declare under penalty of perjury that the foregoing is true and correct. Executed in County, State of ,on the day of ,20 (month) (year) Signature of authorized agent of contracting business entity (Declarant) Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.1.3a6aaf7d