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R-2020-0183 - 7/9/2020RESOLUTION NO. R-2020-0183 WHEREAS, the City of Round Rock has previously entered into a Contract for Engineering Services ("Contract") with CP&Y, Inc. for the Kenney Fort Boulevard (Segments 2 & 3) Project, and WHEREAS, CP&Y, Inc. has submitted Supplemental Contract No. 4 to the Contract to modify the provisions for the scope of services and to increase the compensation, and WHEREAS, the City Council desires to enter into said Supplemental Contract No. 4 with CP&Y, 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. 4 to the Contract with CP&Y. 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 5 51, Texas Government Code, as amended. RESOLVED this 9th day of July, 2019. CRAIG ftORG �4 �I�Y, Mayor City ound Vick, Texas ATTEST: R9b; Lf - I Vk/11*-- SARA L. WHITE, City Clerk 0112.20202, 00449205 EXHIBIT «A» STATE OF TEXAS § A- CONTYtJ'OF. WIL -LIA.MSON SUPPLEIYIENTAL CONTRACT NO.4 TO CONTRACT FOR ENGINEERING SERVICES INC. "Engi*neeir") 'FIRM* CP&Y, ADDRESS, 13809 Research'Boulevard Suite 300,Austi*n TX 78750PROJECT* Kenney F. ort Boulevard 1*vhe---ments 2 & 3) I- - - ___ - - ---------------- This Supplemental Contract No. 4 to Contract for.Engineering Servi*ces i's made by andr retn'called1edthe Cityof .*R-ound 1Z.ock., '.r.exas,, he after ca-1*1ed the ty" and . Inc.. hereinafter the "Engineer". WHEREAS, the City and Engineer executed a Contract for Engineering Services, hereinafter called 1%%iary, 2016 for the 'Kennev f04Contracf.-on the 1*1t'l-i. day of Fe'b-n Fort Boulevard ')amotmtV(Segments&.3..) Project in the o,t $933,519.78; and t11eCityandWHEREAS, executed Supplemental Contract'No. I on -April12, 2018 to amend the scope of sedvices 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 Noon November 8, ?018 to amend the scope of services and to increase the compensation by $840,597.18 to a total of $1,91 U,016.96; and Contract 3 on June 27, '101.9 to the C- tv, and Engineer executed Supplemental Wt* E.*R amend the scope of serv.ices and to increase thecompensationby $83,520.00 to a. total of 101 Amol $1,,99.,,,�).36-,96* and WEREAS,Hit has become necessary to amend theContract to modifythe provisions f.(-)r the . r scope of servi*.ces and to increase the co*mP.ensat`ton''bY 114698.50 to a.total af$2,1f)8,23j.4C; NOW THEREFORE, premises considered, the City and the Engineer agree that said Contract is amended as follows: I. Article I Cites Services and Exhibit A City Services shall be amended as set forth in the attached AddF;ndwn to Exhibit A. Supplemental Contract Kev.06/ib 0199.IfiO3;0044&65) 84275 lie Article I Engineering Services and Exhibit BEnganeerinySevices shall be amended Set forth in the attached Addendum to Cxh bit B. Exhibit C,Work Schedule shall be amended as set forth in the attached Addendum to Exhibit C. Article 4. 4Compensation aiid Exhibit DA Fee Schedule sli-allbe $11-4698.50 the lumpsum amount payable under the Contract for shown by the attached Addendum to Exhibit D. IN WITNESS WHEREOI+, the City and the Contract in duplicate. Supplemental Contract 0199.1b03; p0448b59 amended by increasing so a total of $2,1U8,?35.46, Engineer have executed this [Slg')ZCtt2li-e pages follo�tiJ by as Supplemental Itcv.06/ i t, 84275 CPJ tor u [line 12,20-212 Date Supplemental Contract 0199.160.31; 0'0448659 Re-v.06/16 84275 CITY OF ROUND ROCK By: Cram Morgan, Mayor :Date Supplemental Contract 0194.1603;0OA4865) to APPROVED AS TO FORM, Stephan L. Sheets, City Attorney Rev.Ob/ t b 34275 4 14, CityServices The City will continue to fiu-nish. to the Engineer tlie following information and/or perform the following tasks: 1. Provide airy existing data the Owner has on file concerning the project, if available, 1 41 anv require t9 w*tli Assl*st wl*th the coordination of of i d public involvement,, attend. oneamonmone mee ings iofftcl'als. nei'g.hborhood roups, aild 'local businesses and attend an. open house, if necessary. For 9 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 trom the State, 46Countv. Upper BrushY reePCk Water Control. & Im rovement Distri.ctneighboring Cities and/or other franchise util ity 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, 00 including 6. Provide constructionn inspectiDon and- construction testing services coordination and scope of services. 7. In conjunction with the Texas I)epartnient of Transpartation (Tx.DOT), -provide the fo(lowing: a) Federal Highway Admiziistration (FI-IWA) coordination 10 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'traftic volume projections f) Equivalznt Single Axle Load (ESAL) calculations 8. Provide existing signal timing information for study intersections. A ADDEN*D'U*M TO EXHIBIT B Engineering Services 16 Additional effort for Supplement 44 for the Kenney Fort Boulevard Segment 2 & 3 Project design services contract includes: • Forest Creek Drive right turn lanes ri Additional design layout effort traffic control plan moditications, roadway sheets, removal sheets, tnI signing & pavement marking sheets, and cross sections o Update drainage analysis and drainage plans • Hooded left turn on Kenney Fort at station 7$+00 south of Forest Creek, • Additional Survey Services o Extend Topographic survey on. Forest Creek Drive for rio-lit turn lanes c,1 Additional survey for water and wastewater fines'Update Parcel I 'Tininiernian) for additional ROW on Forest Creek for EB rierh.t turnlane o%ftlo o R.OVI/ Staking for property owner visualization and fence construction • Additional ROW coordination o Condemnation hearing *bit preparation exhi i o Attending condemnation hearings (2) • Pflugervit(e Future Kenney Fort Boulevard Extension — SH45 to New Meister l.,ane o Concept Schematic o Add curb return dead-end stub -out at SH45 into PS&E plans. • 0 TxDOT Local Government Project Procedures (L,GPI') Coordination Additional TxDOT Coordination For Federal Funded Project • Environmenta1404 Permitting i'he tasks and products are more fully described in the following 'TASK OUTLINE. I. SURVEYING SERVICES 'rhe Kenney Fort Boulevard (KFB) Water and Wastewater Line (W*WL)improvements Project requires additional survey infornlation in order to complete the design of the water and wastewater lines already under contract. Survey needs include elevation and inverts of 1.31 wastewater manholes, flow line of 4 storni drain inlets/junction box, and discrete topographic survey. 0 The survey is anticipated to he complete approximately one month following Notice to Proceed. A. SUPPLEMENTAL TOPOGRAPHIC SURVEY L Surveyor will provide the professional and technical sta.ff necessar�r to perforni a detailed topographic survey of Forest Creek Drive extended limits and miscellaneous WWIVIH locations. The survey will 'Include at a mininiurn topography, improvements, fences, visible utilities, identifiable appurtenances, drainage structures, etc. Surveyor will obtain n flow line elevations & pipe sizes (if ascertainable) for each wastewater and stoim drain. manhol�withi►l the limits of the surveN, area. Surveyor -will also submit a utility locate request to "rexas8lI for the segment alongZ:1 0 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 neededfor the Forest Creek Drive right turn. The Surveyor will set monuments along the proposed ROW acquisition line for additional RO*W. C* Row s,rAKiNG 1. The Surveyor will stake and/or flag the new RUWJine along private property owners for parcel numbers 5)I 6, 14, . (5, 17, 18 19, and 20 for purposes of property owner visualization and. fence construction. ROW Staking shall be set at IUO' intervals an linear segments with good visibility and.50' intervals on curves. J%8/202MW0 I of ll. SECTION 4(?4 PERMITTING A. DATA COLLECTION* (proviclecl t?y C;P&Y, Inc.) 1. The CONSULTANT shallconduct a. baselineexisting aquatic resource analysis documenting conditions with the Texas Rapid Assessment Method (T�cRAM), which 'is a wetland and stream conditional assessment model. This P4 effortwould 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 streamshvetlands and potential mitigation locations. The output from TxRAM will be used to calculate adverse impacts and compensatory mitigation required by USAGE as part of the USAGE Pre -Construction Notification. (PCN). B. LISACE Pre -Construction Notification -Based onthe project design, it is anticipated that the project could be permitted Linder Nationwide Permit (NWP) #l4 (Linear Transportation Projects), along with submittal of a PCN to the USAGE. Specific permitting tasks include the following, 4% L Pre -Application Meeting — the CONSULTANT shall participate in one (I) pre -application meeting, via itninitniz ion measures teleconferencei5kype meeting, with the USACE to discuss the project impacts, avoidance, at* permitting requirements, and potential mitigation options. ions. ?. PCN Preparation -the CC)NSi.)L'TANT shall prepare and submit a PCN to the iJSA(:E in accordance with NWP General Condition. 32. "llie USACI; Fort Worth District application submittal forni for NWP #14 will be utilized -for this task. The submittal -will include the results of the threateneder"endangered species assessment, cultural resource 10assessment.,waters of the -U.S. assessment, plan. and section view drawings, and TCEQ Section. 401 Water Quality Certification. This task also includes responding to USACG comments and requests for additional information.41.11 It is anticipated that a Conceptual. .Mitigation Plan will be required for submittal as part of the PC'N. T'he Conceptual Mitigation Plan. willdetail the avoidance and in-inimizat-ion measures during the planning and design phases for the it project. Noatershed.) of the prq1ect area; therefore, . banks are in the vicinity (i.e.,(Leois anticipated that any required compensatory nit"ticration will be accomplished throud)ri perniittee-responsible %000 4 mitigation. Detailed nilit1hration requirements will be discussed with the USACE; if required. a Detailed Mitigation I=> .0 Plan would be prepared under a supplemental agreement. III. PLANS, SPECIFICATIONS &ESTIMATE ..4. ROADWAY DESIGN (Pf•OvZ�t�(t by CP& 17 1. Roadway Plans & Geomehy (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 lobical sectionsand w'll be prepared to the appropriate level of detail and limits to convev that eeneral I information. (b) A horizontal alignment data sheets will be updated to include the horizontal geometric information for Forest Creek Drive. (c) Forest Creek [.)rive roadway plan and profile sheets shall be completed depicting the proposed construct -ton, The }plan and profile sheets will be prepared at a scale of I —_5 )0' H. and. I"=5' V. Combination rail along the back of sidewalk will be replaced. with TxDOT Col 1 Texas Classic Rail Standard Detail. (d) Forest Creek Drive removal sheets will be added for removal of existing -- ., elements at scale of 1"50' 4INW. (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 �0-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 "rcp. (b) Drivewaylayout Of and profile will be preparedfor the additional driveway on eastbound Forest Creek,,&4 e% Keruley 3. City of Pflugerville Future Extension or FortBoulevard C:> 2 of %. 5 (a) The Engineer will a conceptual scllernatic alignment design for a, future extension of Kenney Fort Boulevard 6,impactsfrom SH45 ex sting intersection to'New Meister Lane. The alignment will. minimize to the existing MoK.an right of way. (b) Update current PS& E plans fur construction of a stub for the I'flugerville future extension. This will require an additional intersection. sheet. B. DRAINAGE & EROSION CONTROL DESIGN (Prol.-Pided by K-fi'i*­ie...ve ATLAS 14 IMPACTS The engineer will update current 60°'o Plans, Specifications &Estimates (PS&E) plans to incorporate Atlas 14 precipitation for 9U%, and -final 10(?%plans. Impacts and scope of work include the following,, 1. Atlas -14 Memo (a) The will prepare a technical memo to documenting the updated Atlas 14 precipitation data. The Rat * 1Instituteprecipi ion data w*11 be based upon research between TxDOT and the Texas Transportation which is expected to be incorporated into the TxDOT online EIydraulic 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. 2. Storm. Sewer and Inlet Design (a) *Update (:,eogak 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., 3. Offsite Hydrology and. Major Crossings (a) Recalculate offsite flows to the praject usinarAtlas '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 %ft. Stem model used for evaluating offsite impacts willnot 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: (ij 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..1-00) ('iv) 48" Outflow pipe for Rolling Ridge Ne 'Approx. STA 104-1 -00) a if existing storm sewer is undersi*zed the crossing wi11be correctly sized. Offsitestorm proposed H remain for future sewer will improvement project,, (v) SH 45 Culvert Extension (Approx. STA. 146'50 -to STA 139+50) *-as a) Perf�rniance of culvert extension will. be revaluated but extension will i not lie upgraded to large�•size. (vi) Crossing of Meister Lane along Gattis School Road to Dyer Creek (Approx. STA. 108+00 to (16+Q0 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 fir Railing Ridge Neighborhood STA 97-i-p0) a) If existing storm sewer is undersized the proposed crossing will be correctly sized.. Offsite storm sewer -will remain for future improvement project. (ix) 4R" Outflow pipe for Railing Ridge Neighborhood 'Approx. STA 11.2-1-00) a) If existing storni sewer IS Underslizedthe proposed. crossing will be correctly sized. Offsitestorni will improvement0sewer w. .1. for future project., (x) Crossing of shallow channel approximately j00-ft south of Gattis School Road (Approx. STA 1?2 + 00) (xi) Crossing near the end of Westview Drive (Approx. STA 140-+-00) (xii)Outflodv pipe from development at Northeast corner of SH 45 and Kenney Fort Blvd. (Approx. STA 1.46+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. a 5 Flooiiplain Impacts 410 .6..d "*0/8/2010 of 15.4. (a) Rigllt side Kenney -F on retaining wall wil1be revali-tated between Sta. 9'.)'00 to 103+00 per increased floodplahl map risk associated with. Atlas 1.4 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) • I Culvert Hydraulic Data Sheets /HEC-RAS Calculations ('7 Sheets) 7. Drainage Report Update 0 0 . (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 Ue 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 Bnish Creek b4ain Stem will be updated. for Atlas lei; 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 tune lanes 1Q. Evaluate pavement spread on new Forest Creek Drive right turn lanes. l 1. Update drainage area map, storm sewer design, and hydraulic calcLilation tables for modified inlet locations "EBFRgo for PflugeirrNVille Kenney Fort Blvd. curb-return12.. Adjust existing stormmrn drani hil t and dd dditional. at SH45 stub. 13. Create additional erosion control sheets for new Forest Creek Drive right turn lanes., C. SIGNING &PAVEMENT MARKINGS 1. Small Signing and Pavement Markings P (rov ided bv CPc'C11) (a) Signing and Pavement marking layouts willbe prepared at a scale of I"=50' for Forest Creek Drivef, Road si-0 ans an. d markings will be shownall on the same plan sheet. Each si.gn will have a corresponding nu►nberfor cross-reference to the sign summaries. U. MISCELLANEOUS RUAllWAY 1. Traffic Control Plan (provided by CPcerY; Inc.) (a) Traffic control typical sections and traffic control plan narrative wll. be updated to include Forest Creek Drive constriction. (b) Traffic control. plan sheets will be added to include Forest Creek Drive and shown in one: phase, two (2) sheets. E. TxUOT Coordination and Local Government PrClject Procedures (LGPP) 1. 0 The Engineer willcomplete the additional coordination with TxDOT required due to the project recelviiigzr federal fundiiiat�pincluding LGPP processes. F. RIGHT C1F WAY C{iORD[NATION 1. Condemnation Hearing Attendance (a) The Engineer attend two (2) Y condemnationhearingsright of -wademnatito answer prq1ect engineering questions, I 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 FIearines for two (�) land. parcels. The right of di -ay exhibits will include: Project and Typical Overview Existin Parcel Overviews Proposed ROW Areas, ai Sections, 1 9 ji 8/2020 4ofS IV, ADDITIONAL SERVICES A. Engineer *11 develop ae the reqUest of tile Owner anv changes, alterations or modificaflons -to the Project wi which appear to be advisable and -feasible based on -unexpected field conditions and in tile best interest of the Owner B. Work not described in the basic services must be approved by supplemental. amendment to this Contract by -tile Owner *before die Engineer undertakes it. If the Engineer is of the opinionion that any work is beyond the scopeth1s Contractof and constitutes additional work the Engineer shall promptly notify the Owner of that opinion, ui wri-thior. In the event the City finds that s-uch work does constitute additional -work, then the Cit shall. so advise theEngineer, ui writing. and y If shall provide extra. compensation to the Engineer for the additional work as p►-ovided tinder a supplemental amendment. �/8/2020 i of 5 MMOL Aw *MWOMR, "UlVI T Aarmlq&,Mpl�10 X= =GR1w m mAIL)jtjp III" IBIT 'Work Schedule Attached ,UP%& Behind This flage EXHIBIT Kenney Fort Boulevard M Schedule 1D :Task warns Duration Start � Finish 2018 201 w:..�._..+:r ...Y .v: H1 H2 H1 H2 1 1 TAD Executed ............. 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' 21 p^; q Begin Construction ction {�"��$$s^%r�;:;<t.� 0 days s Mon 5/3 21 Fri ..0/14/2 . 22 C d tr n days ri 0 14 22 "{ 10/ 22 Task ROUND ROCKIIXAS Milestone 2020 2021 H1 H2 H1 H2 .1 1 1 {Submit ENV Scope Document rrar�' Environmental : i Page 2 of 2 V ADDE T4 . -st I D-ova ow"m' UM NIJ 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 . ... ....... ...................... ....... ............... .............. ... ... ...... . ...... . .. ...... . . ....... ......... . .... . . ..... ......... . . ................ ........ ............ ............ ........ ............ . ............... ................... ..... .... . ...... ...... ..... ........ ....... ...... . ....................... ::: . . . .. ................... ...................................................... :.%.....%-.-..-.-.%.% .................. ........ .................. .... ... ... .................... -" ........... : ............................................................. ........... . . . ....... .................... . ... .. ...... .. ............ . . . . ... .... I.".'.......'. ..%-.-,.-.-.-.-..%-...-.-.-.%.....-.-.-.-.-..-..%..--..-.%,-..-...-.%..--.-.......-.-.�-.%%.%. ... . ............................. ... .. . ... ......... ............. .......... ... ... ............. .......... ............. - . ......... ......... ....................... . .......................... .............. ....... ................ :::. . . ..... . ........... ............. .......... ........ .......... .... ......... ...... ............... ... .... ...... ... .... ...... .............. ........ . .................. ................ . ..... . ....... .. . ...................... .......... x ....................... ........ .......... .: . ........ ................. , , ........ ....... .. Task Description ; ` -.'::: , " * . ............. .. ..... . ........... ....... - ......................................... .. . ... ...... .... . . . ... .... .. ........... ... ..... ....... . ... . ........ ..... .. ... '- .... :' . .. ....... . ...... ........................ ........ ..... Total Cost TOTAL LABOR COSTS. ...... .. .. .... ....... .... .. .................. ..... ..... ..... .. ...... .... ................ ... ... .......... ... ..... ..... ....................................................... I ............................................................................................................... . ........ . .. . .... . ........... . ...... . .. . ...... . .... ................. . . .... . ............... . ........ . . . . . ..... . 1. Surveying Services . . .. . ......... .............. ......................... ............................... . ............................................ ................................................................................................ . Geotechnical Investigations .................................................................... CORSAIR $ Surveying ................ ........................................................................................................................ ............... . ..... . ................................... .................................................................................. . ...................................................................................... ...................... * .. CP& Y ..................................................................................................... $ ... 28,000.010 ............... .................. ............................. ........................................... W ............................................................. m ----------------- ..................................................... .................. .............................. ........................... 1. Serve its Setvices Subtotal ...... ....................................................... . ....... . ............................................................. $ ...... .................. 28-11000.00 o ................................................. .............. 11. SOCIAL, ECONOMIC & ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT ........... .... ............................................................................................ ---- ............................................. ............................................................................................................................ Section 404 Permitting . . ............... ......................................................... ................................... . ....... . . . . .... . ................ CP&Y- .................................... $ ......... . ...................................................... 28.505.00 ............. ..................................... ....... ......... I .................................................................. . ................................................. . ......... ........................................................................ .......................................................................................................................... ....... ............................................. ...................................................... ....... . ................................ - 28,505.00 - ------------ - - - -------------- - ---- - - ....... /LSOCIAL, ECONOMIC ENVIRONMENTAL STUDIES AND PUBLIC INVOLVEMENT Subtotal . ... .............. .... . ......................... $ - --- - - - - --- . . . .. ... ................ . ....... ............... . ........... . . . . . .............. . ...................... .......... . . .. . ... . ............ . .... 111111. PLANS, SPECIFICATIONS AND ESTIMATE . . . . ...... _____._Utility Adjustments . ... . . .... - - ------ - CP&Y Utility Coordination--..-..------ - ----- - - -------------------- Cobb Fendley.. -------- . RoaRoadway Design_Controls_- dway . .. - ----- ------------------ . ............ . . .. . ........ - ------ CP& Y $ i 13.485.00 Drainage & Erosion Control Design - --------------- - -- --- --- - ------------------- K Friese $ .. . . . . ............................. 28.765.00 ------- ... ... - I ------------------------------ - ------------------ Signing, P-,A`a'rk'i'n'qs a,n-d S nalization ...... . ............ --------------- ------- - -------------------------- �g ------------------------------------------------------------------ - ---------------- CP&Y $ ......... . . .. . - - -------------------------- .......... . . . ... . .... 1,430.00 Signing, Markings and Signalization - Signals HDR $ Miscellaneous Roadway .(S.ecti.on. Ill - D. E &-f) CP&Y $ 12,435.00 Miscellaneous Roadway — - ----------------------- K Friese. $ 1.705.00 — ------ -- - --------- __-.- - - ---------- - ------- - ------------ - -------- - ---------- - -- - --- - --------------------- ------------------------------------------------- - ---- - -- -------- 111. PLA NS. SPECIFICATIONS AND ESTIMATE Subtotal ------------ ---- - .............. --------- -------- - -- - - ------------------------------------- -------- ......... ------------- - ----------------------- 56.115.00 - --- - --------------------------- -------------------------------------- .................................................................. ..................... ................................. - - --------------------------- ---------- . .... . .. . ... . ... PROJECT MANAGEMENT . ................. ............ ........ ................................ . .. . . . .... -I.V.... ... ------- - ---- -- --- --- - -- ---I- --- . ........................................... - ------ - ------------------------- . ...... . . ...... - --- - -------------- Project Management (12 months) ------ -------- ---------- ------------ -- ------ ................ ----- CP&Y ------------------------------------ $ - - - - - - - - - - - ------------------------ ------- ----- - IV. PROJECT MANAGEMENT Subtotal $ . . . ......... . ... . . . .. . ....... . . ..... . ... . . . . ....................... . ......... V. Bid and Construction Phase Services — - - - --------------- ------- - - Bid Phase -- --------------- - - ------ CP&Y Ctruction Phase ons . . . .. . . ..... . ........... . CP&Y Construction Phase - Drainage ----- -------- * ----- * --------------- .... K Friese ese ......... . . . . ..... . . ... — --------- - ---- - — - - - - --------------- Construction Phase - Signals - - - - - - - - - -- - -- - - -------------------------------------------------------------------- - ----------- - --------- - ----- . .. . .............. . .......... . ............ ------- ---------- HDR . ...... -- ........ ------------ - -- ------------------ .......--'....................................."--'-"--- ....... ........................................................................ ..................................................... - ............ .... ...................... ............... ............................ ....................................................... .............................................. . ........... . . -- ------------------------------ - ............. --- ------- ............ . . . . . ........................... .............................. V. Bid and Construct -ion Phase Services Subtotal ............................................................................... ................. -1 ------- $ ................ .............................................................................. . ......... . ....... . .... . . ...... . .. .. - - ---------- ...... SUBTOTAL LABOR EXPENSES ................... ...................................................................................................... --- ...................... . .... . . ..... . .......................... .................. . .. ............ . ------ ----- --------------- $ 114.325.00 1 EXPENSES - CP&Y ............................................................................................ . . ....... . .................................................................................... . .. ..................... CP& Y ... ...................................................................... $ ------- 373.50 EXPENSES - HDR ................................... ................... ............................................................. . .. . .......... . ...................................................................................................................................................................................... HDR $ EXPENSES - Rifeline . .................................................................................................................................................... Rifefine .......................... $ ....... I ................................... ....................... EXPENSES - Verdi .......... ................................................ . ........................................................................................... . .... . ................................ . .......... . .............. . . . .. . .. . ... . ............... ... . . . ............ . .......... . ............................................................. . .............. ................ Verdi $ EXPENSES - Cobb Fendley . ........... . .. ............................. * ... ** ... **. Cobb Fendley $ ........ . . . . . ........... ..... . ............................... EXPENSES - K Friese ............................... ..................................................................................................................... .................................................................................................................................................. ..................................................................................................................................... K Friese ............................... $ .................................................................................................. GRAND TOTAI- $ 114,698M SMofCost .brew kdownb"""'. ......... ....... ............ .............. ................ ........... .......... ... . . ......... . ......................................................................................................................................................... ................................................... ..................................... . ........... ......................................... .................................................................................................................................................................. CP&y ........................................ $ .................................. ............. 84,228.50 ................. . .......... ....... . .......... . ...... ................... . ...................................................................................................................................................................................................................................... Cobb Fendley ............................................... ........ .............. ................................................................................ $ ................................... . .............................. . .............................. HDR $ .......................... . . .... ..... . ....... . . ............... . .................. . .. ................................................. . . . .... . . ................ ...................... . ... ......... ................. . ...... ........................................................................................................... K Friese -- .................................................................... . ..................................... $ .......................... 30,470.00 ............... ---------------- ................. Rifeline $ Verdi $ ..... ................. JAS .......... ................................................................ $ ........................................ . .. . . ..... . . . . .... . .................... . . ............. ............... . ....... . . ...................................................... ........................ . ........................................................................................................................... Corsair ................. . ................................. . ...... . .................................. ................... $ ........................ ... .................. . ........................................... 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Data Collection 4 8 60 8 4 81 $ 8.950.00 ---- ---------------- -------------- ---------- 81 $ 81950600ft ................................. ......... .......... ....... ............ .......... ........ .......... .............. ....... .......... -tar MI ------- ........... ........... .............................................. . . ...... ...... ........ --------------- ....... .......... ....... :i, ................. .. . ......... ................... ................ . . ...... . ........... ........... . . ............... . ..... . ... . . . .... ...... . ..... -------- • ..... -------------- 733.00 P.reftftApp meetinq 2 .. .lication ... .. 3 4 2 PCN Preparation 2 .. 4 --- .. 12 30 . .... 25 8 4 .... 85 $ 9.906.00 .. 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I ......... . ... .. ... . .. .... ... ... ... ........ ... ........... . .... . .... ..... .................... ... ... ............ ------- ..... ...... ---- ......... .. ... .. .. . . ...... .. ....... .. . ............. ....... .... .. ... .. .. .. ........ ..... ............. .......... . ...... ........ .... .... ..... . ... - - --- ----- -- ------------. . ... .. ...... ... ..... .......... ....... . . . ..... .. .. ..... ........ ...... ...... . .. .... ... . ........ .... ..... ------- HOURS SUBJ0 6 2 32 54 0 111 24 M 4 - - I 246 $ 28.505.00 $ 1260.00 340.00 $ 2. .5 5 1160.00 $ 4,160.0 $ 6t2l 0. 00is 10051 11.544% $$ $ 2,O4O.00 --------------- 416.00 28,505t $I no Kenney Fart_SA4_Env404&Trans_ li. Social, Eco, Enviro, Public Exhibit D.xlsx Page 3 of 5 fly. PLANS, SPEOFICA TIONS AND ESTINIATE A Roadway Design Controls .Y. Al Roadway Plans & Geometry- - _ -------- -- --- --- -- - --- ----- a Existing Typical Sections - Forest Creek ©rive - _ 2 _ _ _ 2 4 $ 480.00 b Proposed Typical Sections - Forest Creek Drive - - - 1 4 - - - 1 _ 8 $ 815.00 - -- _ —- c Horizontal Data Sheet - Forest Creek Drive - - 1 - - - 1 - 2 $ 240.00 _ e-Forest Creek Drive Plan & Profiles (2) - Right Turn Lanes 1 2 - 18 - - 4 - 25 S 2:860.00 - - -- -- — _ _._Removal Sheets - Forest Creek Drive & SH45 EBFR (3) - 1 - 10 - - 2 - 13 1.430M - - - ------------- ----- - --- A2 Gradincq and Details - _ $ a 50-ft Gross Sections - Forest Creek - 2 - 10 - - 4 - 16 S 1.810.00 _ - - — — ------------------------- - - ----- - - -- -- - - -- - -------- -- - - - - _ - —_ - -- - - -- - - - _ - _ A3 Future Pt1L; erville Kenner Fart Blvd Extension - Schematic - - - - _ _ - r -- - - _-_--.._ a Conceptual Schematic SH45 to New Meister Lane 1 .__.._ -__ 4 - -------------- _ 18 ----------------------- 16 __. - ---------- - __- _- .-- ----_ - ---------------------------------------- - 8 ---------------------------------------- 2 W- - _ 31 ------------------------------- ---- _ 20 $ 3,620.00 b Intersection layouts 1 "=40` - SH45 EBFR _ $ 2.230.00 ---- - --------- B Drainage Design a Performed by KFde�-e _ _ CS-�igning, Markings and Sig alizat€€ n g D1 a Signing & Pavement tv"iarking L.,ay,,"uts €FeOi-e . Creek D � i � - 1 .YMOO - --- D Miscellaneous Roadway E2 Traffic; Con#r�ol Plan _ _ _ _ _ _ _ _ $ _ - a TCP Typicals - Forest Creek Drive - 1 4 - - - ----- ---- - ---- - _--- i � 8 $ 695.00 e TGP Plans Sheets (2) - Forest Greek Drive --- - - - --- - 2 — -- 14 - ---- --- --- 4 -- -- 11 2.230.00 --------------- --- ---- --- - - — — - - 28 $ 2,925.00 E TxDGT Coordination and Local Government Protect Procedure El TxDOT CcE3rL#Erla#E ?n r4ir Federal Fi:i`tL,:E 9(.i L.GP: G 3 € IS 1,2,O00.0 0 --------------- -- ----------------------------- - 16 $ 2,800.00 F Right of Way Coordination F I C>;.n(jemnation Me- tin --- 1 1 - - _ 10 $ 3,.-3Q.010 F.2- Right of Way Exhibits & Coordination 3 4 � - ---- -- - - _ ---- - --- 24 31 $ '3,350.#.0 III .. v ..... -� ..v.. N mw k...wN P :., ;:... M HOURS SUBJOTALIS � � 34 r 100 00 -- - --- 31 1� � I � ----------- � � t .3�U.siz� ---- SUFTOTAI.. $ 4.83C1,0 $ 5.i80.fl0 � 945,00 s 10,a00.00 � - $ - $ 3,255.00 2,940.00 27,350.00 Kenney Fort —S 4—Env4 4&Trans—Exhibit D.xlsx Ill. PS&E Page 4 of Exhibit D - K Frieseand Associates KENNEYT � 2 _ _:.... ...... ..................... ....... :>`:::::'<>":'` >':>r`:>::`><::> :'`::':>< >: >' :> <'`::'>>> ;€>: :`>' "REEK TO SH 4 City of Round Fee Schedule/Budget for K Friese TaskDescription Project Senior Design ���� Senior ADD Admin � EoLTo Ir otal Labor Total Direct manager Engineer Engineer � Operator Clerical Hours Labor Cots W 601 60,004 ? W. PLANS, SPECIFICATIONS AND ES TI A ATE C Drainage Design C 1 CrossingStructure Hydrology and Hydraulic Analysis ------------------------------Y' -----------------------�----__ - ----------- a Data Collection - - _ _ - - -- ------------- ------------------------- ------------------ -------------------- ---------------- ----------- - - - $ ------- - b_Hydrology: External Drainage Area Maps $ - c Hydraulic Analysis 18.0 2.0 10.0 30 $ 4,640.00 d Drainage Report 2.0 2.0 6.0 10 $ 1,200.00 e Culvert Layout sheets -- - - - --- 6.0 2.0 18.0 26 $ 3,160.00 f Culvert Hydraulic Data Sheets --------------------------- 4.0 2.0 -------- 12.0 ---------------- 18 $ 2,180.00 g Culvert Standards and Details .................................................................................................................................................................................................................. - --------------------------------- - ------------ - -- - --- -------- -------- - - -- --- ----- $ - .............................................................................................. --- -C2 Dyer Creek Hydrology and Hydraulic Impact Analysis ...... ........................................ .............................. ....................... ......... - .......... ...................... I ........ ....................................... .......... ...................................................... ..................................................... ...................................................... ......................... $ ..................................... - _- ___ Data Collection Atlas 14 /Drainage Memo _•----- -_-_ - --- - - -- - -------------6.0 - ------------------------------------ ----------------------------------�. U-- -- -----------4.0 �- ---------------------__. ___._.._..---------------------_--- ---------------------- ------ 12 ---- ... $ .1,760.00 b Hydrology - 6.0_ 2.0 4.0 12 $ 1,760.00 c Hydraulic Analysis - - - - - - - - - ---- - 6.0 2.0 12.0 20 $ 2,560.00 --- - __ _ - - - ----- ---- - - - - - - - --- -__ - _ -___-_ -- --- -- - C3 Storm Sewer Design ... -------------------...........---......--------------.......------............-- ..................................----- .--------------------------------------...--------------...-----------......---------------..........------. _ - - - - - --- - - --- --- - -__-- - - -- _--_- - - - --- ----------------------- - - ---- - --------------------------------- ---_-------------_- - - - - ---- --- -- - $ _- - - - --___- __ - - - . a Interior Drainage Area Maps ----- - - - - 1.0 5.0 6 $ 690.00 - -... - - - - ;- - - _-- --- - - b Inlet compulations __.. ------------------ ----------------- - -- - -- - 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 eDitch hydra lies ........... . _.------------------------------------------------------------------------------- ------............................. .. $ - ---------------- -- - - - -Drainage standards and details ---------- - - __ _ __ _ _____ _ _ _ - - - - - - - -_ _ -- - - --- - - - - - _ --- -- ----- -- -- ---_.............. --- -..--....... 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 $ 28,765.00 E Miscellaneous Roadway ..-------------------ES...........Quantities..-..Atlas ._1.4-Impact#s..------------..........----------------------...........------....._...............------...---------------..........------------------------------... ......_ -- - ......... -- $........................ __.......................... f Storm Sewer - - --... -............... -- --- - - -- ---- -- --- - - --- - ----- -- _ _- _-- ---_- _. -_ __...-- 1 1 - -- 3 -- - .._ ......_ _.. 5$ 505.00 __ _ g Culverts _-._---------------------- ----- 1 2 _._....._ 3 $ - 295.00 __-_-_---__ ____m_ SW3P and Erosion Control 1 2 3 $ 310.00 E7 Summary Sheets _.Atlas 14 Impacts _............. ----------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------- ----------------------------------------•----- ---------------........................---...... .....---.....------------.....------...........................----------.............. $ . - -----......._. f Storm Sewer 0.5 1 1 3 $ 305.00 Culverts 0.5 0.5 1 $ 145.00 m SW3P and Erosion Control -- _ - -- - 0.5 0.5 - - - - - - 1 $ 145.00 t n r S a da d.. Specifications and Estimate ............... ......... ­_ � .... - ............................................ . .......................................................................................................................................................................... - ----- ---------------------- - - -------- --------------- $ . -- - - -- Specifications s.. _ _ _ __ - _ _ - .- _-. - -- ................................................ ............................................. .............................................. ....... ...................................................... ......................................................... ............................................... .................................. ................... ................................................... ............................................................... c General Dotes _ _-------------------------- _ __ _ - --- --- _ -- - -_ _--------------- --- __ _ ----- ......_ _ _ _ _ _ _ _ - - _ - __ ..._--------------------- - _ $ - - _- ---- -._-_- - - -- is $ 1,705.00 111. PLAN, ;..: TIONS ACID ESTIMATE- SU B f 0 2 AL HOURS SUB -TOTALS 68 0 30 143 1 0 0 241 $ 30,470.00 SUBTOTAL f-12,020.00 $ W 3,300.00 14.250.00 1 $ $ W $30,470.00 Kenney Fort-SA4-E nA04&Trans-Exhibit D.x sx nese Page 5 of 5 - I RvWwv�%w%-;v-;-, . ­ ...... j ------- _� -<---- * . .•- , - . . I p . % , . . .. ... .x . ... .. . .. .... I.... . . . - _'"- .-17.-.-. ��Mmw":*p Ammo ­ --,:: ------ - I I ---y---�­--_N_ __7 I---- -----------; ----- ______.____­l .... ­­_ .F .. ir .. I . �� . .. . . .. . . % .. . .. .� .. -� .1, . . %.". ..* . : ----5 - .. . .1 % , . .. .. %., . ----------- f'-----.';-------'---.------7-' 1120MADMAIDAMP . ____ __�_ - __­ .. . .. " :m ---.r---.,- -W..-- . __,_______.____,%. ...... .. I . .... : . . . , � . 1p * : .. . :.. .? .*.� J, .. ." q. , .4., ♦<j '.. .. .1 . - I .%,�. % %.. .1 % .. % .... .1 , *. - ...c,; -I' 0 .. I , .1 . .1 . ., . .1 .. : .1 .1 -p .. . V. .. .. . .1. . ... . . . . , . 0.� .4. .. .F .. .. . . .. * .� .-* , . .. . . . . . 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