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HomeMy WebLinkAboutJohnson, Mirmiran & Thompson Right Turn Lane on SR 434/Tuscora Drive - 2009 07 16 didir Over 35 Years JOHNSON; MINFAIRARIItTHOMPSON of Engineering Excellence lt�Jiiee�giH Brighter FLtun® Offices In: An Employee Owned Company Delaware Florida Maryland New Jersey Pennsylvania Virginia WestVirginia May 15, 2009 Washington, DC Mr. Btian Fields, P. E. City Engineer City of Winter Springs 1126 E. State Road 434 Winter Springs, Florida 32708 RE: State Road 434/Tuscora Drive Intersection Improvements Proposal for Professional Engineering Services Dear Mr. Fields: Johnson, Mirmiran Thompson, Inc. (JMT) is pleased to present this proposal for professional engineering design, analysis and permitting services for the State Road 434/Tuscora Drive intersection improvements project which consists of the addition of eastbound right -turn deceleration lane at this intersection. The terms of this proposal are consistent with our Continuing Engineer Services contract terms and conditions, including manhours and hourly rates. SCOPE OF SERVICES Design, Construction Plans Preparation and Permitting Activity 1. Administration Project Status Meetings (3), Design Schedule, Construction Cost Estimates 2. Utility Coordination Perform utility coordination (meetings, site visits, and data transmittal). Utility owners include Bright House Networks (CATV, Phone Lines Fiber), City of Winter Springs (Water, Sewer, Reclaim, Stormwater), Progress Energy (Transmission Distribution) and AT &T/Distribution (Phone). Includes preparation of utility adjustment sheets based on input from utility owners. The cost for relocation design of water mains, force mains or gravity sanitary sewer is not included in this proposal. If required, a separate proposal will be provided for approval. 3. Roadway Plans Prepare complete construction plans in accordance with the latest design standards, design manuals and Porkies' adopted by FDOT and Seminole County as applicable, and in accordance with the City of Winter Springs criteria and preferences. Right turn lane length will be approximately 340 feet long, including 50' taper, 240' deceleration distance, and 50' queue.Includes pavement design, quantity computations, cover sheet, general notes, summary of pay items, typical section and details, 40 -scale half size plan sheets (including reference ties, bench marks, grading, and drainage construction), cross sections at 50 -foot intervals, traffic control notes and phasing, and technical/special provisions. 4. Drainage Design Design of storm drains tying to existing system and erosion control plans. 5. Signing and Pavement Marking Plans Includes notes, quantities and plan sheets. 6. SignaIization Plans N/A 615 Crescent Executive Cart Suite 108 Lake Mary, Florida 32748 Telephope (407) 833 -9888 Fax (407) 833 -9899 wvrw.jrnt.com ENGINEERING ptMMNINO ENVIRONMENTAL CONSTRUCTION MANAGEMENT WATERIWASTEWATER SORYEY=N6 LANDSCAPE ARCHITECTURE ARCHITECTURE GEOTECRNICAL FACILITIES ENGINEERING INFORMATION TECHNOLOGY 7. Permitting Permit exemption letter from SJRWMD. NPDES Package. Includes coordination with and plans review /approval by FDOT. Driveway and Drainage Permits plans review /approval. 8. Design Survey The coverage/limits of this survey will be sufficient to construct the proposed improvements. Horizontal control will be tied to existing R/W lines. Vertical control will be tied to existing bench marks. Design right -of -way established based on existing right -of -way maps and monumentation. Includes preparation of two Legal Descriptions with supporting Sketches. Design topographic survey to include locating all improvements and utilities as evidenced by above ground features or as marked by the designated utility company representative. Includes six test hole locations on existing utilities and location of 4 auger borings. See attached Scope and Fee (Lochrane Engineering, Inc.) 9. Geotechnical Investigations Execute a program of subsurface sampling and field testing. This includes performing four (4) auger borings to a depth of 7 feet for the proposed turn lane widening.Visually classify and stratify representative soil samples in the laboratory using the Unified Soil Classification System.Collect groundwater level measurements and estimate normal wet seasonal high groundwater levels.See attached Scope and Fee (PSI) 10. Environmental Permitting Services —N /A SCHEDULE A one hundred and twenty (120) day project schedule is anticipated to complete the construction drawings. This time is exclusive of any review time by FDOT, and the utility owners. Close coordination will be required in order to minimize the review time by the various agencies. PROFESSIONAL FEES Design, Construction Plans Preparation and Permitting $32,277.01 The attached sheet provides a breakdown of the manhours and fees. We appreciate the opportunity to submit this proposal and look forward to working with you, If you have any questions, please contact me. Very truly yours, JOHNSON, MIRNIIRAN THOMPSON, INC. William V. Anderson, P.E. Vice President EXHIBIT "13" PROPOSAL CITY OF WINTER SPRINGS FINAL DESIGN AICTNMTY FEE SUMMARY Consultant Johnson. Mkmiran Thompson, Inc. Project Name: SR 4341 Tuscora Drive Intersection Improvements From: To: Project Number: JMT 080821 -002 Date: June 1,2009 Act. ct M senior En seer Sr. Tech. Cl rical Ihnilours Salary Ae 9 AC7tV1rY Mnrrly tlaurJ r by Cent by Hourly Admitistraeon Steals 5113 Hourly 0.00 1 10.0e a M1 rl�- 79 Rate ©U Coar nallon 111•112:311111111111=1il 1111111`'Siti 111MLI it 3111111E: 1 111•1111•1111 11 x_177 516526 00 91.90 120.00 5106'15 R00 6.00 5.00 20.00 HIREEI :l 597.10 .....mimmmc l EiftP.b.-,"J sum E 1."L��..i7�i3r c MILL,. I7 J7�tT`a�:z y 1�� t0� 0. 1 iff..7II 7� 3i7� 1 �l 7 T. r e }S. 1 7E�' T rl �lT�Li ll f�f�L+ �S� 'TT'SIf3�t.'�.J�L�.]f�E4ilE� 111■11111111•11111111•1 ES11Oi..ib A Total Contract Fes Computations Total Salary Cost s 22.731.99 Or Woad Operating Margie s soma i 20,531.19 OwectExposes i 320.30 Total Prima Consultant i 22,65110 Lo Suave tlpinseriig, Intl 8,351.91 t.etspekh Maeciates, ins. 5 P 51 1,014.60 TOTAL CONTRACT FEE 32t277A1 Lochrane Engineering, Inc. Design Survey for Intersection Improvements at SR 434 and Tuscora Drive City of Winter Springs Scope of Services for Design Survey Support 06/01/09 Lochrane Engineering, Inc. will perform a Design Survey for this project in support of the prime design engineer. The activities will include the following tasks as coordinated with the prime design engineer Design Survey $8,351.91 A. Horizontal and Vertical Control Horizontal Survey Control will be on an assumed datum, however, the survey will be tied to existing Right of Way lines by location of monumentation. Vertical Survey Control will be based on published Seminole County or FDOT Bench Marks. B. Alignment and/or Existing R/W Limits Lochrane will locate evidence of the existing Right of Way Lines (including monumentation) to sufficiently calculate the existing Right of Way Lines at the intersection of SR 434 and Tuscora Drive in support of preparation of a Right of Way linework file for use by the engineer. C. Legal Descriptions for Proposed R/W Limits Lochrane will prepare two Legal Descriptions with supporting Sketches to be used as exhibits for Right of Way acquisition to be performed by others. D. Design Survey Digital Terrain Model Lochrane will perform a Design Survey at the intersection of SR 434 and Tuscora Drive. The limits of the Design Survey along SR 434 will include from 10 feet outside the existing South Right of Way line to the South edge of Pavement of the median, for a distance of 450 feet West and 80 feet East of the centerline of Tuscora Drive, and along Tuscora to 120 feet South of the SR 434 median. E. Underground Utilities The horizontal location of mainline utilities will be designated and surveyed within the Design Survey limits. We anticipate the several utilities to lie within the Design Survey limits including Bright House Networks, LLC. (CATV, Phone Lines Fiber), City of Winter Springs (Water, Sewer, Reclaim, Stormwater), Progress Energy Transmission) (Distribution) and ATT Distribution (fka BellSouth) (Phone). Although some may be aerial, we anticipate that 3,250 feet of subsurface utilities lie with the Design Survey limits. In addition, Lochrane will perform up to 6 Verification of Vertical and Horizontal (VVH) test hole locations will be on the existing utilities where conflicts with design features are determined by the engineer. F. Geotechnical Support Lochrane will stake or locate up to 4 auger borings as performed by the geotechnicaEconsultant. Q: \Survey.Orlando \General Marketing \09014.1M Winter Springs Continuing Services (JMT)\Scope of Service•SR 434 Tuscora Lochrane Survey Scope 060109.doc ESTIMATE OF WORK EFFORT AND COST DESIGN SURVEY 5R 434 and Tamura Drive Design Surrey Catsup. Name: Lorhrane Enyaee<ing, Im. SURVEY SERVICES Date: 611109 i Seater 3 Matt Siatf Gusititalion Total Stair Crew Rate Surveyor Mas T cechuk n Clerical (-New it Mapper Hours Survey Crew Rate Front 27. S„ $145.09 Milky Crew Rate 9157.29 9154.25 9104.17 S59.12 35942 Totals Survey Crow Hours 21 21 21 HMV Crew Hems 14 14 14 Surrey Office Total Hours 2 14 7 2 25 Twat Stag hours /Days 35 2 14 7 2 Survey Crew Cost 93.046.119 Total Staff Cost 9X8.95 5312.50 I S1,458.31 1 9413.84 3110,24 I $7.55t.91 Field and OWSce Estimated Fee 97,551.91 SWIM of Descriptions Fee (2 41 9400) 5000.00 Grand Total Estimated Fee 98,351.91 pb9uny.0A10mWrant wow a�4 ta1/.TrwalaAuww 0.141ea5yMytWlNrn1w1/01WfA detit Infonnci tion r ilirla °I. 7, b Build at Eritionikonsi•.ocioulthig listing May 27, 2009 :NO 615 Crescent Coiirt, Suite. 106 Lake /Q1ary FL 32746' AttentiOn: Mr. William Anderson, P:E. RE: PrOpAsal OeOteolmia:F400004,114 g.ertticeS ProPotse4 10444. e State Road. 434 at uocora R.04 SerriinotelCoMithkloritta FgilkopOttal go.: 7514111 Pot Mr. Andetwn Pursuant to OW cOnversatical4 attfl Yo4 INOst, PrOfeziOtIal Setv.ie Iiidotto% hc. ($I) s pleated tit Ubtnit the following prt.sposal fcr perforMance of a'stiNuificet*PIOratt prOgarn at the site of the referenCed latjeOt. The stibstrface exploration will. he conductea to., prOvide gobtechniOal inforination needed 85r deign ota. hew ttirt-land ori ttitteload 434. Project Information The subject iuttlsectiou is located in *Seminole County; Florida. Based iziforuialiorr PtOvided tO PSIhy yo14. i oz urxdeNtqtkling the ptopOS6d iiriptdverilinits Will. Consist Of the addition t.tf a 450- foot right-turn lane at SR 434 and Tuscora Raul. The proposed tatt-latievill be on the eastbound portion o f State Road 434. Scope of ereotechnical Services The purpose of this Study is to obtain information on the general subsurface conditions at the proposed. project site. The subsurface materials encountered will then be evaluated with respect to the available project charaetetistics. Professional Service Industries, Inc. 1748 33rd Street Orlando, FL.32839 Phone 407/304-5580 Fax 4071304-5561 Engineering Certificate of Authorization 3684 `'‘7 7,7. 57,7.7 7 'AigT 'May 27, 2009 FR rlAp.0341 NO: 717-9-111 ?age 2 of 4 In this regard, engineering assessments for the following items will be fonnigged. 1. Soil suligradd preparation, inehiding stripping, grubbing and compaction. Otettofti4 criteria for pladernetit arid dolt:04010 approtted structural fill 2. General 1Pcatinn and description of potentiallY 4elet0Qua ingter.44$ muck, clay, debtia, ete) entotmtered in the borings that may interfere With �nstruction or paititient petforniance. klaPdfigation. of critiOal (Wig or collodion atoits, indu.41.00bulittivitet levels (incotintered and estirnnted notalal Seasonal CiecktOthiiiCal detika and construction SnggestiOns for Beicible pavements, eft4deifixis tho piiconteifed subgaite soil t and the roaSUred groundwater 0014404 5. IWO! Ot adv:t.ay eras:weeders to evaluate the need for roadway undettlrains. Itoaaviq plans Walt PitYciata 131fhe litoloot I. t' The. fallowing servinef .9 4 te Pt0440 ggleT a 0* preOedii18 01)160thre...V 1. RAI* readflir available publithed •geOlo0o. and tnpagraphic, infomAion: This p01,40hetl' ilird#atiou 101 be ;6144*1 Vont t)* apPOpii0te quadrangle map 0 by t4.0...0*4 States 001441 $tifvoy (0$0) 4 be '8011 ss atirky of senlizt* Cowty1 0*.ide .14404.4 by Ow .1-i0vo4 $iatco, Ocoonont of Agiktiltik6 (US S;s11ConsittatiOn Sprvi ($0*. 2.. EXeCtite. aprogram of Sitbsuriace and field:testing PO prOposet to perfortn four anger boringS within the ptopOsed tWit4e a1ignit The aU bOringt will be 5 to 7 feet in depth. _ao**.‘4*10-rel$ will be re4circl* WbOIT.5 gintPtlAte.ted, the boringS, Representative soil samples will be collected and placed in glass jars for transportation WOUr OacidO labbtathry. 3. Visually classify and strgify rmresentAtive soil samples in thelaboratory using the Unified Soil Classification System. Conduct a limite4 laboratory testing program to cOrlfuta soil classification, Identify soil conditions at each boring location and form an Opinion Of die Site soil stratigraphk 4. Collect groundwater level .meastrements and estimate normal wet Seasonal high groundwater levels. 5. The results of the field exploratiOn and laboratory tests will be used in the engineering analysis and in the formulation. of our geotectuiical recommendations. The results of the subsurface exploration, including the recommendations and the data on which they are based, will be presented in a written report. ff*.L../1 Irw7 77 77.777 77 47 777.717,c ••?rk'Sr;`,14V!` 4 .2444T. May 27, 2609 157-9-111 Page 3 Of 4 Seherhile We are in sposition,to start work on this assignment within 2 to 3 days orreOei0authOrization to Ptogeed. The fieldwork will tegUire I day to complete. Office_ enginOiniCan4,lahoratory tesOng be imtiatd tii0i*Aftet; te4nrng faith& 1 to 2 wield fa complit& of our work can be Provided prior to issuing the Ltd report to at0Orninodate the pitied S48dule. Service Fee It is proposed the fees for pc:don:640e Of 010 abover services be deteMlined on a unit price basis in accordance t attached Schedule Services and feea, and the work be PerfOroled pursuant to our GOneral CQnditi�b CPPleP. of our thdte of S ei vies and Fees and General COnditiOns are enclosed herewith and incoxpor4ted by retigence to tbil:PrOPOSal. On be bk.& of esti q n1es and the Schedule of gervices and Fees, it is esthrfated; the fees will be •$14064i00. We .appreciate the oppothmity t offer our ;services to. your poSect and look forward to wOrldttg With. yott iftl* is leteptable„ please sign below as uotice to proceed ad retail on (1) copy of tit prdposa xdct t� Ott oftice should you have any questions in regard to this popcisal, please de not besitato to '0044 thi,lOitc4 Sinci4te1y.;• PRoTtEsKoriAtt SERE INousTios, Project' Engineer kieotechnicai Deffiatthient Managfir mr.v.rt t(Twx9Ofitc Attachments Schedule of ervices and Fees General Conditlions AGREED TO TaIS DAY OF BY (Mate Print): TITLE: COMPANY: SIGNATURE: /Mir 44T. Ma' 27, 2009 PSI Prbposal No. 757-9-111 Page 4 of 4 SCHEDULE OF SERVICES AND FEES PrOPOSed Twin-Lane Adaition State Road 434 at Tosco* Road Unit Total Description. Ouantitv Unit ltat; Cost 1. FIELD INVESTWATION A. Utility COordituttion/Boting Layout 2 Hours 45.00 90.00 B. Anger Boiings (4.@ 7 feet) 28 L,F, $1t00 224.06 Subtotal Field layAtigatfoli 314.00 LABORATORYIENTING A. Mow& to yisii41 ClasSi5oation 1 LOW 200,00 200.00* Liitilod Lab roatthg Surii Subtotal Laberaiory Testing 260.00 ENGINEEEDIOERV A. SaniOt Project Engineer 1 Routs $110:00 110.00 B. Project Engineer 4 Ilotirt 90.60 360.00 C; CAD braftin 1 Hours 45,00 45.00 D. Cleaal 1 Hours 35 .CiO 55.00 Subtotal Engineering Services 550.00 TOTAL ALL SERVICES 1,064.00 fi TASK ORDER NUMBER 1 FOR DESIGN OF A RIGHT -TURN LANE ON S.R. 434 AT TUSCORA DRIVE This Task Order dated 2009, by and between the City of Winter Springs and Johnson, Mirmiran, Thompson, Inc. (JMT), is mutually agreed upon and declared an authorized Task Order based on the Agreement for Engineering Services dated September 10, 2008 (RFQ# 008 /08BF). The scope of services, schedule, and fees shall be per the attached letter from JMT dated May 15, 2009. CITY: ENGINEER: CI Y O WINTER SPRINGS BY: By: W err..V• ti W LLM vv AAJO3R.SCAI Print Naineiritie: Kevin L Smith Print Name/Title: VIZ, fizZASSMAn City Mangr Date: z1 1y.°20., 2009 Date: 3V(-'( I Co 20 ATTE B d City k *THIS TASK ORDER IS ONLY VALID AGAINST THE CITY UPON APPROVAL BY THE CITY COMMISSION OF WINTER SPRINGS AND SIGNATURE BY EITHER THE MAYOR OR CITY MANAGER.