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HomeMy WebLinkAboutSDP200900039 Legacy Document 2009-07-15r-4 iA r W ALBE MARLE COUNTY PLANNING STAFF RE=PORT SUMMARY Project Flame: SDP2009 -039 Martha Staff: Summer Frederick, Senior Planner; Jefferson Hospital (Road Resign) T Major Phil Custer. Engineer Amendment Planning Commission Public Hearing: Board of Supervisors Hearing: July 21. 2009 NIA Owners. Martha ,Jefferson Health Services Applicant. Ron Cottrell for MJH Foundation Corporation Acreage: Total development. 72.653 acres Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 7$, Parcel 20M By -right use: PI)MC- Planned Location: Portion of Willis Drive to connect Development -Mixed Commercial from State Farm Boulevard to Peter Jefferson Parkway Maglsterial District: Rivanna Prof#ers /CondMons: Yes Requested # of Dwelling Units/Lots: N)A DA - X RA Proposal: Request for authorization to Comp. Plan Designation: Institutional. convert an approved, but not yet Green Space, Urban Density. Parks, and constructed, public right -of -way to a Employment mined in Urban Area 3 private street, in accordance with Sections 14 }232 and 14234, as well as ..a a.. . ... A.....: a A A as a 1 Cq Limo t to rral V � uva[ya i a Lai 16io 1 U* tv allow for a rural cross - section in accord with Sec. 14 -41 Of 0. Character of Property: Property is currently Use of Surrounding Properties: active construction site for approved Institutional, Office, Retail development of new. relocated Martha Jefferson Hospital. Factors Favorable: Factors Unfavorable: 1. Proposed rural cross - section is intended to 1. Willis Drive connects two existing public ultimately be built to full public road streets. standards- 2, Allows for interconnected street network prior to complete build -out of hospital campus. RECOMMENDATION- Staff recommends approval of the private street request in accord with Sec. 14 -234, with the following oonditions: rt_ Review and approval of a road maintenance aareement: and, 2_ This waiver is granted for the existing site plan. During the review of Site Phan Amendments for additional Phases of SDP201)8 -16 the County may require the street be designated as a public street and may require the installation of Curb and Gutter, Staff recommends approval of the curb and gutter waiver in aaccord with Sec. 14- 410(1 ), wM the following condition. 1. This waiver is granted for the existing site plan. During the review of Site Plan Amendments for additional Phases of SDP2008 -16 the County may require the street be designated as a public street and may require e installation of Curb and Gutter. STAFF CONTACT- PLANNING COMMISSION: SION: AGENDA TITLE: PROPERTY OWNER. APPLICANT: Summer Frederick, Senior Planner; Phil Custer, Engineer July 21. 2009 SDP2009 -039 Martha Jefferson Hospital (Road Design) T Major Amendment Martha Jefferson Health Services Corporation Ron Cottrell for MJH Foundation APPLICANT' PROPOSAL: Request for eppraval tc convert a dedicated public right- of -way to a private street_ The property is zoned PDMC — Planned Development-Mixed Commercial, described as Tax Map 78, Parcel 20M and is located in the Rivanna Magisterial District, The proposed Willis Drive was approved as a public street during the review of tf)e Martha Jefferson Hospital final site plan ire 2008. The road has not been constructed, although a construction entrance does overlay a portion of the proposed final roadway. The applicant has also requesled a waiver of standards to allow for a rural cross - section in accord with Sec_ 14- 410(i). COMPREHENSIVE PLAN: The COFT11prehensive Plan designates this property as In51i1utienal, careen Space, Urban Density, Parks, and Employment mixed in Urban Area 3, PLANNING AND ZONING HISTORY: MA2001 -015: Peter Jefferson Place Martha ,Jefferson Hospital Bequest to rezone 106.92 acres from CO (Commercial Office) to PD-MC {Planned Deve I o prnent-Mixed Commerciall} to allow for the Martha Jefferson Hospital and associated uses_ The property, described as Tax Map 78 Parcels 2013, 20C. 20M, 81, 31i, 32, 71, and 71A is located in the Riv2anna Magisterial District on Peter Jefferson Parkway [Route # 111$] approximately a half mile mile from the intersection of Route 250 West and peter Jefferson Parkway. The Comprehensive Plan designates this property gas Office/ Regional Service in Pantops_ Approved Augrrst 12, 2003 DP2007 -001 Martha Jefferson Hospital — Pretiminary c- Request for Preliminary site plan approval for construction of a new hospital campus, consisting of a 5 -story Hospital Building, a 4 -story Parking Structure. and a one story Data Center /Utility Plant, totaling approximately 711,000 square feet, as well as associated st,rface parking and street connections. The subject property is 72.66 acres zoned PDM , Planned Development - Mixed Commercial, and EC, Entrance Corridor, and is described as Tax Map 78, Parcel 20M. The site is in the Rivanna Magisterial District on Peter Jefferson Parkway [Route #11401 approximately 0.5 miles from its intersection with Richmond Road [Route 50]_ The Comprehensive Plan designates this property as OffcelRegional Service in Urban Neighborhood 3, Approved Match 28. 2007 • SDP2008 -016 M art he Jeff erson Hospital — Final Approved March 31. 2008 REASON FOR PLANNING COMMISSION REVIEW: The rea Son for Planning Cc imrnission review of this project is two -fold: • The applicant has requested the approval of Willis Drive as a private street rn accord with Sec_ 14 -234; arid, • The applicant has requested a waiver of curb and gutter standards in accord with Sec. 14- 410(i). Typically, a private street request of this type could be reviewed and approved by the Chief of Current Development, per Sec. 14- 233(B)I. However, because Willis Drive connects two existing public streets (State Farm Boulevard and Peter Jefferson Place), the Planning Commission must authorize the private street in accord with Sec. 14- 234(0)4_ As provided in Sec_ 14- 225.1, the requirement for curb and gutter may be waived by the Commission. PRIMATE S TREET REQ UES T ANALYSIS OF SECTION 14 -234: Compliance with Section 14- 234(B); 14-234-B !rr considering a request for approval of cne of more private streets, the agent and commission shaft consider That; (f) private streets are infentded to be fhe exception: to public streets: and (h)absenf compelling circumstances. private streets should not cross over darns or bridges or in involve other infrastructure that would be reasonably prohibitive f main fain. should not serve as the primary or sole interconnecfion between, the subdivision and abutting property, or serve thm ugh traffic by being the connector between two or more public streets_ This private street request is made as a result of the applicant's wishes to phase the construction of Willis Drive. The applicant does not intend for Willis Drive to remain a private street, but intends to construct Willis Drive to full public street standards and have it accepted into the State s stem vwhen full build -out of the medical campus is achieved. or when traffic demand warrants it. Willis Drive does not cross over any dams or bridges or involve other infrastructure that would be reasonably+ prohibitive to maintain_ Compliance with Section 14- 234(C); Per Section U- 234( ), the Commission may authorize one or more private roads to be constructed in a Subdivision if it finds that one or more of the circumstances described in Sec. 14 -233 exists and that; 1. The private road will be adequate to carry the traffic volume which may be reasonably expected to be generated by the subdivision: The road is intended to carry traffic from adjacent medical offices and hospital, Traffic estimates provided by the applicant for this portion of the road are between 3,600 and 6,800 vehicles per day . The submitted road design appears to meet minimum VOOT guidelines for urban local and collector streets. . The comprehensive plan does not provide for a public street in the approximate location of the proposed private road; The Comprehensive Plan provides for a public street in the location of this road through the Pantops Master Plan_ As stated above, the applicant intends for the road to ultimately be built to public road standards, and be accepted into the State system. 3. The fee of the private road will be owned by the owner of each lot abutting the rig ht-of-way thereof or by an association composed of the owners of all lots in the subdivision, subject in either case to any easement for the benefit of all lots served by the road: The road is to be rnairttained by the owner of oic- parcel. 4. Except where required by the commission to serve a specific public purpose, the private road will not serve through traffic nor intersect the state highway system in more than one location; and All traffic served by this road will be through traffic. 5_ If applicable, the private road has been approved in accordance with section 30.3. flood hazard 3 overlay distri SUMMARY AND RECOMMENDATION: The applicant is proposing a phased approach to the construction of Willis Drive_ Staff believes granting the waiver will not compromise tyre {public's health, safety or welfare_ Granting the waiver will reduce the cost of semi- public facility because curb and gutter will not be installed, removed and then re- insta11ed in future phases, After reviewing the applicant's request for compliance with appiicable County Ordinance Sections, staff recommends approval of the curb and gutter request with the following condition -. 1. This waiver is granted for the exis#ing sito plan. During the review of Site Plan Amendments for additional Phases of SDP 201)8-16 the County may require the street be designated as a public street and may require the installation of Curb and Gutter. Attachments: A. Location Map B_ Map from Pantops Master Plan showing road network C. Road network from approved site plan for S DP 008 -16 f). Applicant's Request E. Road and Drainage Design plans 5 I U I I I tLJ■r I I n� ►" Ap � Lill rti q ,srr m 4 m cs r, o0 as I 41y m o Pon �Cil � ep 11.7hlir+Ya cc of r rm oho C] r` k r u h r- r e� 04 q cc O 04 ll t n ` ° e, � ra � iF O w+ ago w • C3 ta � M n CA pip \ O w # '4? ] N Co O Q go 0 Co � Go m U. ti kf,q h4 k w ;6 _ � _ ti oL ° as ° °} �7r o 0 oa o p- C4 0 ro � r p r'fr'''' 'err r , im IL- LO C5 Ca r o CL ' a m a on 2 w Attachment A r ' t. r a F F TF ■ 4 # , i r f . k1.-! 16 6 • dr .. 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OVERALL L �'1YOLfT a[t +1P�- 1L V p+dn 01 sLw, r +,r4rrr47 �ri�er1'[ J4'arilf�4Y M I iMLJP1Ir'SiOr 1 %, r11X {r'yN Il7T {DWP K I.1M r A14 Cr011F101! r9► 1r' 04rq r'r1 rIi411idlir 1r]5, ►T F��.yd ,.y 1 W. OPr tiL1111Nr7K 1'# T'g sIC* 11Y161R I1rR '.- rurk �1 r {,Ot31ib41 uirW rrdlr,hb. wY 1 i. + RPO W? XT1+1r,r 11 WA4. awl 10 M rl h^r 1$11T i[•E!4 i �rl 1� C3 * n is ,H W t1 Wr1kk" 4 1lr.4 RK�K J=7 11, 2009 WJM.r V. HrUibb.1tw- Emw"U" Ms, Summer Frederick I.F,wid r1 wil kE. Albemarle County }tephen1. cNit' D--pa=ent of Community Development a wuU054 I+celW 401 Mcinxtre Road, Room ?27 ti+pFum,C.mwwr CharlotteSvllle, VA :2902 Jawl A. ylka MIEM&el W M%xr} ri0prrl J.t4JIJu{+ Reference: Witlis Drive Major Amendment, kwir�esb'. F�t�r_al lR�eand Design at Marthe Jefferson Hospital JOSCnh A Fi0MAnFmSK,. J +, 1 i - �I�v�� ����7� Michael L r,ruCSaw Curb and Gutier WWYer Request (per see, 14- 410.Hl Lar, E. Ril J. lornmy F%ar ,. Jr Leas Ms, Frederick, ?4afl In L Eb4Uo xrAnmA.Ow This request is in response to your review fetter of the major amendmem of thr- road 11J[i1arO:L Admm5.,1r plans for the Manna Jefferson Hospital Praject at peter kfferson Place_ As we have _Inrwa+tdEOLIgrmer discussed the previously approved road construction plan for Willis Drive shows a H�'Dara ' Howpe public road with a 3 la= curb and guxtured section. Martha Jefferson Hospital requests Crm519pnrr r wrigel a waiver to build only a : lane road with roadside ditch section. The third lane and curb p I+rrr� ri �. F I GP !' and gutter will be completed when traffic demand warrants the full road section or swty -+F Moe,ta�rlfrr when the future medical office proposed in the northern quadrant of ft > Campus is vwd' vanscpr built. The 2 lane. rural section of Willis Drive will remain privately mamzained by HtnryJ.tiAUMJLr- Martha kf#erson AoSpital until the full section of road with curb and gutter is ,6uDe3 -7 R40int o. it. completed_ Once carnpleted Martha Jefferson Hospital will dedicate requirrd right of Lxeiihswrawl way for Wil iisDrivetobecomepublic, xm-en H. twit mrn A- saadar Please contact me with vy questions. Err_ K KIR+rI 7pddE_Rtruliantl F Incerel]�. tJ417d11 P LaJ2prt IMFIJA5 M HCF FzWrk L_ LhtermiiUv FMrr -f:, Knndl Malachi M. Mills, P. , rnl lnetll v. Mies_ 111 Associate J. hW.% {.. Llunikt "n L. ileptMU mpawl V.,*014koy M M /dld $Qeml L. irlOANI Commission lwdo_= F+Iv S_WnwhIPROJEM`TBV.And D_-PClopmeni holut€Wi -026 GASM Martha �9ffmun Englnea A9l11r W III? Willed amend.dccx Attachment I) Engineers I Canstruchon Manager4 I Pkarkners l 5ciert' 151 y � � + I� � � jo '111'� ¥� k � « � # � § § a ■ �� k £ �6 = � � � K $e � \ L \ / ODDT § @ � � J 7 £ � � I � ,:LK Y - � $� k \i A� � � � CD E � O � � � � � .� m � cu m � � 4) � � � O � � � C*4 § � � § � � ) � � m 2 2 � � Crass Section for Section AA (Sta.205 +34. 2L) Project' Description Friction Method Solve For Input-Data Rouglines5 Coaff1clent ctionliet slop's Normal Depth left Sr#e Slope Right Side Slope Discharge Cross Section Image Mgnning F•ormula Notmal ❑eptn 3.030 D.OD600 ft1R 0.32 ft 1600 ftA (H'V) 16.04 ftfft (H -V} 164 ft °1s 4 4.1 vi N H1 11enrtep Syltorrre, Inc. HeiOstald Mialhode SOlutlnn Center Bentley FlowMaafgr EGg- 71A0,U3] W1012009 3:25,2) PM 27 Spembh# Company Drive Suite 200 W warenDwn, C7 "75§ USA *i- 343.755 -1fi68 Page 1 of 1 Worksheet for Section AA (Sta. 05 +34.2 L) Project Qescnprinn Frrollorl Moth" Manning Formulip Solve POT (~Formal Depth Input Data Roughness Goef cFent 0 030 Channel Slope 0.046012 furl Lett Side Slope 16.00 wl't {i vi Right Side Slope 16.01) flfft fH Vl Drsehaige 1.&D f lis Results Normar Depth 0 -n ft Flow Area 1.61 fi: Welled Penm ale r 79.15 it Hydlaulrc Radius 0. le ft Top Width (0.14 fl Critical Depth 0 -24 ft OriticaI Slope 0.02667 wh Velocity 1.12 tug Veto�Cqy Head 0.02 4 Specific Energy 0.34 ft Frotrde Number 0.50 Flow Type subCritwal VF Input Data Dowa3lmam Depth 0.00 ft Length 0.00 tt Numtw Of Slur fl GVF'Output Data Upstream Depth t3-Dl) ft ProMe bascnptpori profile Headloss 0. Do ft DDVMSE(cam Veloaly Infinily 1t15 Upstream Velocity Infinily fus Normal depth 0.32 h Crr in, Depth 0,4?4 R Channel Slope 0.04640 " Crilical Slope 0.02667 fA E}ertrley Sy�tem�, Int. hraicsuad Mal hodfr Solullon Cenler 4enlley PiOwNkister [U8_11 _oO.n j fill anoos 3;25 =36 Ph! 2" Smmans Cnrnpiny Drive Suite 20D W Waterlawn CT 0679 5 USA - 1.203.755 -1666 Page i pt y Cross Section for Section BB ( ta. 05 +8'1.65R) Project QescrlptiiDn Frrcttan Method Solve For Input-Data Rougnneas Daefficien9 Channel Slope Normal Death l-eft Side Slope Righl Side Slope D15Ch8rQe Gross Section Image damning Formula Normal Depth 0.430 4.00700 r11�C 16.00 fl,Jl1 (R:V) 10.00 ftA (H;V) 1.10 ft's 0.2� ilit V:1 Bentley 5ystorn!s. Inc. HanUrP ryl*Ihods 50I1ition Cemar Bentley FWwMEsler 108.71.00,03] Vii 2049 8:423: PM 27 Slftmons CompAny Orkw SUN 200 W WiNte%rtawn, C7 X8795 USA +1 f'Mge 7 0l t Warksheet for Section BIB ( ta.2Q5 +8'x.65 ) Project Description Fricl ion Method Manning Farmula Salve For Notmal peplfl input Data Roughness Caeflrurenl 0,030 h Channel Slope 0.00700 4M Left Side Slope 18 -00 Rill (H;V) Righl Side S14pe 10-00 hill (H_V) Discharge 1 -10 Wis Results Normal bepttr 0.29 h Flow Arna 0.95 ft' wettad Penmerer 7.21 ft Hyttraulic Radius 0.14 h Top VV*dltt 7 19 ft Criticai aeplin 0.21 ft Critical SiOPO U.G2776 1U@ VelOC.ity 111 fVs Vatocity dread 0 -02 ft Spaclfic Energy 0.30 ft Fraude Number 0.52 Ficw Type Sutivitical GVF input Data Dow4isiream Depth 0.00 h Length 0.00 it hfumher of Slops GVF OuW Data Upstream Depth 0 -00 it PzoMe Dercrolron Profite Headloss 0.013 1 Downstream Veliocity Wiinity ftls Upstream Velosrty Infinity fV5 Normal Depth 0.28 #r Crllmol Depth 0.21 N Channel Slope 4.00700 n t CmicaI Slope p.0 776 ftJft Bertiltoy Systems, Inn HpeblAr! Melnoda 5olulian Center BehUty FlowrAIater IMI1.00,071 011 00200t 3'42:35 PM 27 $kemans Company briv! Suite Z00 W Watertown, CT W8$ USA *1,703.755 -1665 Page 7 0l 1 Cross Section for Section C ta.06 +84.88L Project' Descnptrcn Frictton Method Solve For Input Data RalkghnOSS Coefkienj Channel Slope Norrnal Depth LeH Slde Slope Righl 8rde Slane [)j9Ch21g6 Cross Section Jmage FAanrnng Pufmulli Normal depth 6 030 p.009oo " 0.24 tt 1-5.1)0 PtM {H =V} 1600 ftt11 {H;VJ 100 }t°!1 --a 0.2411 I#' 1 BErWEV SVSIOMS, Inc 4negtistl Melheas SUluliGn Center BentleV �IcvwMairei GF1012009 3'26,16 PM 27 SiernOns ComPILMY Drlw SuiSp 200 W Watertown, 670679$ US AL +1.243.765 -1866 P#ge t 01 y Worksheet for Section CC (Sta. D6+84.88L) Project Description Friction Method SNve For Input Data Rougimess CoeFficienil Channel Slope Eefi SOe Slone Rughl Spde 5104e (Discharge Results Normal Dtp1n Flow Area Waited Perinneter Hydraulic Radius Top Width Critloai Depin Cngosl Slope Velocity eloclly dead Specific Enargy F;rgude Nurnoer Flc w Tyne GVF Input Data (Downstream Depth Length Number Of Seeps GVF'Output Data Upstream DWh Pfofiie Description Profile Heaftss Downsirearn Velocity UpslreaM Velocity Normal Depth Critical Depth Channel Slope Critical Slope Manning Formula Normal Cepth 5uberitzal 4.030 0.40900 f�lft 16 -011 " JH;v) 16,00 " (H.V) 1.40 tt% 0.24 n D.89 .1' 7,5� ft 012 ft 7 -53 ft 0.19 if 0,02$65 W 1.13 firs 0.02 ft 0 -26 ft 0.5a 0.00 f1 0.00 fi 0 0,00 fl 0 -00 0 InfrnFty tvj Infrnhy fg5 0.24 P 0 19 ft 0,04900 hail (1.02685 fVfi Barltlmy Systems, Inc Haeetmd MEthpd5 SDI ulIon Center 8$011.1ay 1:1OwFAM91er ]08. 11.00.031 Gil D111303 3-26,2(1 PM Z' Sioman5 Company drive Suilo 300 VV Walirrlowh, CT 06795 USA +1- 203 -7S5 -1566 l'agp 1 0 1 Cross Section for Sect-ion DD ( #a, 06 +99.561 1 project Descrip tic n Fric iorn Method Sabre For Input Data Rougt)ness GoeMciient hannal SIDpe NDrmal depth Lett Side Slope Right Side Shope Dincharge Crass Section image Mannunq Formula Normal OapVt 4.034 4,0500 flltt 0.23 it 12,00 Nft (H-.V) 12.00 f lft fH-.V! 0.60 WIS 0.�3 ft V; i H, t t3antley 5y&IEmr, Inc. Haeetad Methads Salmon Canter 9en414y FIDwMquter Jd$.11,00.D3j VIW2009 7;26;47 PM 27 Siemens Company Dr wp SIIICe 200 tint Walartown, CT 0679S USA •;- 203.755.1 ,656 Pap 1 OF 1 Worksheet for Section DD Sta. 06+ 9.56E Projact Descrip #Ion Friction Met noO Solve For Input Date Roughness CoeffIcient Channel slope Left Size Slope Right Side Slone Diricbarge Results Normal Denlh FhYw Area Watted Parameter Hydraulit, Radius Top VVitlth Cnlical Depth Crillea• Slope Velocity Velocity Road Spsciiic Energy Proude Humber Flow Type VF Input Data 0owrksirearn Depth I_erEglh Numbe r Of Slops GVF Output Data upstream Depth profile Qesririptlori Profile Headioss Cn"sTream Velon" Upstream Velinity Normar NO) CMlcal Depth Chu rtnel Slope Critical Slfipe Manning Fmmula NarmBl Depth Subcntical 0,030 0,00800 ftflt 12.00 Rift (H:V) 12.00 4M IR:V) 0.60 I!'fs 0.23 ft 0 -65 fl' 8,63 A 0.12 " 5.61 ft 0.17 ft 0 -02979 fft 0.92 fC15 0.01 it 0.25 fl 0 47 4.04 IFE 0.04 ft 0 0.00 k 0.00 ft Infinity fus Infifilly ft+s 0.23 ft 017 tt 0.00600 Rill a 02979 tVlt B Wley Sysiums. Inc- Hoestad Methods Solution Cen[er 06-nllsy FIOWMabrer f08.I1.00 -q al V10120a9 ],26.10 PM 27 Simmons Company Anve Snit& 304 W Watertovm. CT 06796 USA *t 966 Ragi i or 1 Cross Section for Section EIE ( ta. 06 +61. L) Project DescriptiDn Friction MiKA tl Solve !<ar Input' Data Roughness CuefWent Channel Slope Formal Depth Left Side Slope Right Side Slope Dlschargs Crass Section Image Menning Formula Normal depth 11-MO 0.00aw wit 0,29 fi 14.00 W tfH:V) 14.00 M IH:V) 1.50 ft-ft 0.29 sl K S Bentley SyyS4m5, IPC. Hae5jaM MethckcM 5oluliorL Culler BeOwy FlnwMalkor [Oa.11.00.a3] all man 3.17.04 PM 27 5i■ moos Oompa ny Drive 3u Ito 200 W Watrrlown, C7 0G79 S USA +1.203- M.4 .S66 Pagr 1 nl S - Worksheet for Section EE (Sta-208+61.22L Project Description Friction Melt)ud So Iwo For Input Data Roughriess Coeffraent Criannel Slope Left Sale Smog Right Side Slope Disawge Resu tB Normal Depth Flaw Area Wafted Penmeter Hydrat+6c Radius Top Widlh Critical Depth Crilicsl Slope Vplpoity V1910CAY Haw Speclfic Energy Froude Number Flaw Type GVF Input Data Doemstrearn DePM Lerigth Ntirn*r Of Steps G Output Date Upstream Deplti ProfIIB Descaixion Profile Headloss Downstream Veaocity Upstrearr? Velocity Normal Depth Cnfil Depth channel Slope Cg4cdt Slope &1012B09 3:27,17 PM Manning Formum Normal Daptr� SuhcNucal 0.031) (3.00800 1' M 14.00 W t(H -V) 14,00 Vft (H-V) 5.50 ft ,15 0 -2A h 122 f#' 8.27 rf Ct.15 R B -26 ft 0.23 ft 4.02688 f11R 11.23 :bs 0 -02 R 0 -22 ft 0.57 0 OD R 0.04 fl D 0.00 ft 4.a(3 #1 InGnity fUx Infmity 1113 0.29 It 0.23 ft 0001300 ftfft 0. 13268$ f lft 99flt10y Spslemg, InC. Flaested MDTFrpHJS Sotutiop Center B4viusy R@WMARIer [p8.11- 40.431 27 Siornans CDmpnny Drive Suitt 290 W Ytratenown- C7 DOSS USA •1 -203- 755.1566 P8ge t tf 1 Cross Section for Section FF (Sta. 11 +'14.63L) Project Descriptan FrlCtiar1 Metrlatl salve mar Input' Data Rouailirtiess Goefho"i Channel. slope Normal Depth Lalt Slide Slope Righl Side Slope Discharge Cross Section Image Manning Formula !Normal Depth 0.030 Q.0 91Q felt 0.26 ft 5.00 Fi1M (H-VI 9.08 W t (H. V) 148 Wis 0.26 It _L i li 1 di tley Syslern9, Inr- li -0Oftiil 419:tr4ds Solution veniv SIM[ ey Flow Master WE .11-00-031 0100200 3:27.33 PM 27 Siamons Compamy t7rive Su Ito 200 W Watertown, CT 06795 USA X1403- 755 -t05G Page t of 1 Project Descrip tion Fnctiori Method SDIve FiDr Input Data Ra4tH1ess COefficianl Chonnpt Slave Loll Side SIppe Rwghi Sidu 9Jo#e Dlsanarge Results Normal Depth Flow Area Walied PCnmeter Hydraulic Radius Top WidW Cnlical Depth ctrirCVl Slope Ve[acily Veloc4y Head SpecrFic Energy Froude Number Flow Type F Input Data Downstream Depth Lefigth Number Of Steps VF Output Data Upstream Depth profile Donriptw Pff]}IlB Heaftss DO" WORM Velacrty Upstream Velocily Normal Degtrn Critical DL&Pth Channel Slone Critical Slope Worksheet for Section FF (Sta. 11 +'14.63L) Manning Formula Igo ;mar Dth Supercritical 11.030 D.02900 ftM 5.00 ftAt (H: V) 9.1513 Ii1R {H.VJ 1.00 tl °f9 0.23 1t 0,47 A- 3,66 #t D.13 R 3.62 fl 0.26 ft 0 -02615 ftin 2.14 tus 0.07 h 7.05 0.110 h 0.00 ft I? 0.00 ft 0.DD ft Infinity ft1s Infindy fvs 0.20 fl D,26 0,02940 fft 0.42515 fCIO Benliq Syxreros, Inr-. Hae&I$d A4011114135 $4tutL4R Gl4lt8f Sentley FlowMayfer B101ROG9 3.27.44 PV. 27 Sieman: rornpsny DnWR SUItt 20014 Wztwrii3wn, CT 05795 USA +1.203.765•t64b Page Y of t Cross Section for Section GG (Sta. 10 +87.898) Project Description Fnclion Mathad Soave f =or Input Data Rougivess coeff,cjent channei Slope Normal depth Left Sine Slope Right Side 56006 Discharge Crass Sectbn Image hlaaning Formula Flormel Depth 0 -030 0.04500 #tilt d.3fi K 2 OD KM (H;V) a.00 tfrr, (H V� 1 Do ft-16 T d 'X3 rl V L H 1 Bentley 5yatams, Inc kaestdd MethOITS 501utlon CentaF Bentley FIiywMasler I06 -1 1- 00.(gj 6+10100 3.27 =52 PM 27 Sirmom Comparty Dave SUlie 200 WV 1$fM6Mown. CT D6795 USA 1.203 -75S -1666 page t of 1 Worksheet for Section G (Ste. 10 +87.8'1 R) Project Description f=R la0M Ml:tnod sptwe For Input Data R"Ohnass Goafficient Channel Slope Left 5rde Slope Right Side Slope Mseharge Results Normal Deptl5 Flow Area Nrelte0 Perimetef Flydraulbr Radius Top Width CrAlcal Depth Critical slope Veloc" Velacdy Head SpetdlC Energy Froude Number FIOw Type VF Input Data Downstream Deplh Length NumtrerOf Sleils GVF Dutpul Data upslredm Depth Prafiie Descrip"n Profile Headloss Dawnsiream V2locIty Upsveam Veloerly Normal Depth cir icol Depth Channel sloe Crikal Slope 60 Iornos 3;28;20 PM Mnnrrrng Formula Normal DMh SUpercrili= 0.030 0.04504 Wfi 2.130 X t (H:V) 3.00 ftJft (H.V) 1.Q0 WIS G.313 ft 0 -32 ff' i, 92 iE 015 it 17$ it 040 R 0.02469 RA 316 VA 4.76 ft 4.51 ft .37 0.00 tt 8.00 ft 0 0.00 ft 0 DD ft Inlinity 1U5 Inflnily 1Us 0.36 tl 0.40 ft 0,04500 tuft D.02489 ft♦fl liantlay Systems, Inc. Hamad lilethods $glulipn Center lIeniley FlvwMaAtar IM11.00,0.31 27 Slernons Company [hive $wife 200 W tryalertown, CT 067'95 USA +1.203.755.1"6 pra" 1 & 1 Cross Section for Section H (Sta. 13 +00.27 L) ~ Project Description Frictmin Maxhod Manning Formula Solve Fw Normel depth Input Data Roughroe55 Coefil Cisn, Crianner Slope Normar Oeom Lett Side Slope #high[ S1de S ?Ope Discharge Cross Section image 0.030 0.0=0 w 0.45 H 3.00 ftm W;V) 2.00 f[M �H:V} 1 40 fl3js T OAS tl i vt 11.1 64414k Systems, Int. Maestari Methods Solaitimi Centet l3enthoy FkowM aster 14B,11.0p,oa] 610124o9 2_21314 PM F7 $iemans Company ❑rdae Sulte 200 W 1Natoriown, C7 06795 USA - 1.203.7§5.1666 Page 1 of y Warksheet for Section; HH ( ta. '1 +00.27L Pmoject Description Frrr,ld= Mwhor: Mannlnfl Formuw a Sotvd For NprJnor Depth f nput Clatia Roughness Coefficien; 0 034 ChenneP Sinpe 0.02600 tllft Left Sias slope 3.40 jH;V} Rignt SAe Slade 2 -15C WN (H V) 0JS08;ge 1.40 fl'1s Results Nvirnol Death 045 h Flow Area 4.50 ft' Wetted Pe rimew, 24$ ffi H yctra ul ic Ra* Lis 0.21 N 701D MIN) 2.24 tt Critiaat DEPth 045 ft CraUr. -SI Slope o 02390 wn vialocity 2.84 t11$ VeLOCJty He$G 0.12 ft Specific Energy 4.57 !t Froude Number 1.04 Flow Type SuperCntrcal GVF Input Data Downstream Depir; 0.00 11 Length 4.00 ft Num"r Of SwDs 0 GVF Output Data Upwiearn Oepth 0 -00 tt Profile Description Profile Hsadla55 0.00 ft Downstream Vaiocity Inlrn4 ws Upslfeam Velocity Infinity Ws Nof Mal Depitr 045 h Critical Dejolh 045 t, Channel Slope Q 026W ftftt CrlttCat slope 0.02380 ittil BenKly Systems, Inc. HaostiC40 athodr SoYutkpn Trent @r Bentley FLPwMasler [0e- 11LUfJ -Q3l Blt0i'2009 3:2 8:46 Phi 27 51nmon5 Cowilny DrivoSulte 200 W Yhtenawn- Cip6795 USA #1 5.1656 Prg4 1 01 1 Cross Section for Section II ta.13 +00.27# Project Descriphan Fri MO On MCtnoe Solva Far Input Data Rovulmass Coe`l,Crerl Channol Slope Normal Depth Left Side Slate R ghl Side Slope Discharge Cross Sectbn Image Manning FOrmald Normal beplii 0030 13.02500 M 032 t 30.00 fEM (H:V) 3.04 " (H V M 3.40 flit, 0 -32 rt v- i N H1 laenNey SyMC -m 6, Itic KaestaU trlethotls Sol utign L9nter 9entlnyr FlowMaslor [DR.r},40_a1j 6elOw09 .!29:02 RCA 21 SIOMDrti CCMPAny Drive SLOW 200 W Wattiftown Gt 06795 USA +i -213- 355 -1666 page ! ni i Worksheet for Section II ( ta. 13 +00, 7R Project Description Ftiction Nlelrnge Manming Formula Salve For Nvtmal Depth Input' Data Roughness Cgeff oenl 0 030 #! Channel Slope 0.02500 ltfQ Leff Side Silape 31.00 WN (H:V) Rlghl Sine Slone 3 -00 Wft (H:V) Discttarge 3.90 ft#is Resub Normal DePlh 032 #! FIowP.rea 1,99 tt° Wetted Perimeter 10.63 ft Hyoraullc Radius 0.16 h Top Width 10.57 fl Cl'itiecal Depth 0.32 tt Critical Slope 0.02428 f M velocdy 2.30 ftls Velocity Head 0,08 R Specific Energy 0.40 fi Froude Number 1.01 Flow Type SuperCntical GVF Input Data Dawnslredm Depth 0 00 ft Lenglh 4.00 ft Numbs r Of Steps 0 VF Output Data UPSURRm Depth 0.01D ft Profile Des(:npllon Profile Fieadlo5s 0 -00 fa Downstream Velocity Infinity WS Upsl ream Velocity Infinity JV5 Normal DOW 0 -32 ft Critical Depth 0 -32 ti Channel Slope 0.0noo W11 Critical Slope 002428 fUh Ugfltlep Systems, Inc, Ha"lad Millhnds Saluilan Center Bentley FlowMastar t4d,11,1�0, 31 611 612009 3 =29.15 PM i7 Swoons Company Drlv4 Suite ;t4o W Walert4Dwn, CT 06745 USA, 0.203- 765 -16GG Pogo I of 1 Project Description FnctLon MelrpoC Solve Foa Input Da% Roughness GaeftwAnnt c1lannal Slope Normal Depth Left Side SiuDe F{gnt Side Slope Drsctw9e Cross Section Image rosy Section for Section JJ (Sta.2 15 +9i.7 L1 Mar,riing FarmuJe Norma`DePM 0.034 0.02900 t[fit 0.2+t ft 21 00 fA �H-V) 2.013 fait (H:V) 1.40 f -;s Q� 1� V.1 it i $enHey Systemr., LnC. Moea9at] fttnoGS SMOUon Crater Bentlry FiowMWOr [D6- 11- 00.03] 5 IW2009 3'29.28 PJA 2 ' Siemims Cnmpany fniiva 5uilt- 200 W WaTartown, CT 06795 USA *1- 20}•755.5£86 Page 1 of 7 PETER JEFFERSON PARKWAY 8 WILLIS DRIVE AT MARTHA JEFFERSON HOSPITAL CAMPUS RIVANNA DISTRICT ALBEMARLE COUNTY, IRCINI'A ROAD AND DRAINAGE DESIGN PLANS MARTHA JEFFERSON HEALTH SERVICES CORPORAT 459 LOCU57 AVENUE CHARLOT- TESVILLE, VIRGINLA 22905 PHONE NO.: (434) 9152-7303 FAX N0: {434) 982 -7324 ATTN -: MR- -RONALL ,I. COTTRELL. V.P. E -MAIL. ronotd.cottrell0mjh -org LEE1D !- x$14uLT PAYEWNT 1• Zm- om LUL>•O l 4R `;Tuft Uvotil IKpE ls 0"RAI c STRIXII. f r1LMKR 7d INOICAta ORKIrAY " WE Ar VFEAEFR 11" 1S' ajF 00 f01 PENGTFS s x UKR (5) OR 75 OF WAip9 PRaMMU (0) — - WILLIS DRIVE MAJOR PLAN AMENDMENT }{I TIN ?AVI�Ehrt u► SMOMY SEWS — 1ldl[R L1F POWER LINE - -� Tturpl -o - LR�E u c o ,M.aE o• 4*FO1Tl Gw�#+4 Er45 LINE CULVERT OR STORU $EVEN? 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OR 10 09FAw Ma'.n1r Salty `,ExER e— J7RJ PWOP U0 r 0 LRAEIE COW k,O iLEvA10i QD L)EW S FILL AKA (W FINL"0 {NknOul? S+C*Nl -# --W OENORS tg* iOt 5+OULO NIT ,;Rk3t0 tuk VRFACf ORAIHAGT WILLIS DRIVE MAJOR PLAN AMENDMENT }{I TIN ?AVI�Ehrt u► SMOMY SEWS — 1ldl[R L1F POWER LINE - -� Tturpl -o - LR�E u c o ,M.aE o• 4*FO1Tl Gw�#+4 Er45 LINE CULVERT OR STORU $EVEN? P" F fOW.. nybPANT ENENCo R&ARk LOCATION r1J E%151ING CONTOUR ELLVAUDN �r p U eErCRE yw chin CAU L -1{Q -'+4t- MI PRgi[{� 14Amar. d4E 4 *0NWdC 64T3 413TPM iv VIOINI'rY NAP Seale: I" = 2000' NOTES ENGINEER: RUMMEL. KLEPPER. & KAHL, LLP 801 E. MAIN STREET. SUITE 1000 RICHMOND. VIRGINIA 23219 PHONE NO. . (804)742 --1903 EAY NO. : (804)782 -2142 ATTNr,. RACHAEL T. FMfCKINNEY, F -JLT E ~MILL rmckinney rkk -COm I PEET NQ- .4 OF r, 2 nF a 7k OF 5 28 OT 6 2{ U4 9 ! Of 6 3� OF 8 m OF F+ 4 OF 6 9 Of 6 UESGN fNjTERA $ Or• 4 PETER JETFERSON PARK"v 40 MFTMN EIESaON SPU41 35 u w PQ$lr.� %m. 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ES -1 136'1 Raa'd. 6 29 Inv, 441rDO 6.3 S FC -1 Class R Raq'G. iF PRECAST D! -3 TOPS AS ULTfMATEL'f DE5ICN D AND SHOWN SHALL BE SWAPPED WITH A PRECAST Di-7 FOP FOR THIS CURRENT PHASE OF WILL* DRIVEL FUTURE PROPOSED PRcCAS* D+•3 TOP ELEVATION SHOWII SH L4 BE VVEICED 1,33' TO E'STABLFSH THE TOP ELEVATION OF SWAPPED PRECAST DI'T FOR tHIS CURRENT PHASE OF WILDS DRIVE, MZLC, ELEVATION pF RISEP 1.03 TO Rf -CEIVE W -1 IrOP 1S CRITICAL FUR COi1If LETtON OF FUTURE PROPOSED DEVON. RISER STRUMPE rO REAWY UNCHANGED BETWEEN CURRENT PHASE AND FUTURE PROPOSED 8d?LD'00T.ISEF_ ORAINAGF PROFrI.E SHEETS FOR TOP OF EiEVATfONS FOR CURRENT PHASE AND FUTURE URE PROPOSED) +u vy �. 1 yr r. yr i 9Cn7if1E 5tY{}yiu +W9 A Mc i 16YaF a. {4 Pl1YL �6 f� l �u n'. -w 10" WE= Am aaPq NL4 f aka. na j Tom" E wyat %a i C Kl? .r IN 9JV rq acm l�rrai•r v aAJUaP ca+nn[ i acwom td Lpm SALT AUG mo $a 0,F=.aN i -2 Twwr PRECAST DI -3 TOP rGR FUTURE PROPOS €O DESIGN GF WILLIS DRIVE. AT -) rp* .r, r+1' Li IX .xy F a'r aorrfya { }�* *� mm Sic rnln A 1,111» ��il wNa PRECAS7 U)'l FOP t'O1? rH)S CURPEA'1 PHASE OF WIi1.15 WIVE. SDP- 2OOS -0001 0.z 2 f1! 0 x Z Z U Q u1 Nom= acl 00 C LLB La W LO LL cc Cn f ry � � m 9 � LU 41 ll - w4 4 �Qm }- k •.,r tu lip tu yrr I II ia+al � .aov,n' I ■ � +u . ! 3fr � +u vy �. 1 yr r. yr i 9Cn7if1E 5tY{}yiu +W9 A Mc i 16YaF a. {4 Pl1YL �6 f� l �u n'. -w 10" WE= Am aaPq NL4 f aka. na j Tom" E wyat %a i C Kl? .r IN 9JV rq acm l�rrai•r v aAJUaP ca+nn[ i acwom td Lpm SALT AUG mo $a 0,F=.aN i -2 Twwr PRECAST DI -3 TOP rGR FUTURE PROPOS €O DESIGN GF WILLIS DRIVE. AT -) rp* .r, r+1' Li IX .xy F a'r aorrfya { }�* *� mm Sic rnln A 1,111» ��il wNa PRECAS7 U)'l FOP t'O1? rH)S CURPEA'1 PHASE OF WIi1.15 WIVE. SDP- 2OOS -0001 0.z 2 f1! 0 x Z Z U Q u1 Nom= acl 00 C LLB La W LO LL cc Cn f ry � � m 9 � LU 41 ll - w4 4 �Qm }- k •.,r tu lip tu it x 'I a 4[ $i (IRM u-ma rASULATION FORM MCI• L Sd a�.rrrrw IStrrliiar [+1r. 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