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Home My WebLink AboutSDP201800048 Application 2018-06-27 ,�I,`i��y Community DevelopmentDepartment f/o, llJ✓>�Ix Albemarle Co Ur 461, ire Road Charlottesville,VA22962-4596 S'= ,7k --�r! t. (434)296-5S32 Fax (434)972-4126 ; ,sY Planning Application 'PARCEL / OWNER INFORMATION . TMP 032A0-02-00-00100 Owner(s): MALLOY PROPERTIES III LLC Application# SDP201800048 PROPERTY INFORMATION Legal Description 1 TRACT 1 / / / 12/31/199g TRANSFERRING FROM FIRST VIRGINIA A Magisterial Dist,Livatiuia Land Use PrimarylOffice ;T; Current AFD [Not in A/F District ® Current Zoning Primary l Highway Commercial E APPLICATION INFORMATION Street Address 3267 PROFFIT RD CHARLOTTESVILLE,22911 Entered By Judy Martin ,'. Application Type Site Development Plansfi 28 2018__— ,I Project Wawa - Final _ Received Date 06/27/18 Received Date Final Submittal Date 07/09/18 Total Fees 1713 Closing File Date Submittal Date Final Total Paid 1713 Revision Number Comments i. I _ _ _ - . _. ..-- ..-_.. CI Legal Ad i I, I I - -_- _..- SUB APPLICATION(s) Type Sub Applicatio Comment - Final Plat '1 07/09/18 ' , ' APPLICANT / CONTACT INFORMATION ContactType Name Address CityState Zip Phone ( PhoneCell owner/Appfrent 'MALLOV PROPERTIES III LLC ,. ' ' ''1300.RICHhlOPID ROAD .CHARLOTTESVILL :22911 Prmary Cer tect -. ,J ONATHAP Q. . RITCHIE, P.E•yBOHLE R +.29BLAC..KWE.LL PARK LANE, `WARRENTON,\A 20186 5403494500 ..._._.. Signature of Contractor or Authorized Agent Date 4pplication for 4 `s Initial Site Plan or Final Site Plan or Site Plan Exception <: }! ^ Project Name: Wawa Tax map and parcel(s): 032A0-02-00-00100 zoning: Highway Commercial Contact (who should we contact about this project) Bohler Engineering VA, LLC-Jonathan Q. Ritchie, P.E. Street Address 28 Blackwell Park Lane, Suite 201 City Warrenton StateVA zip Code20186 Phone Number 540-349-4500 Email Owner of RecordMalloy Properties III LLC c/o Malloy Companies Street Address 1300 Richmond Road CityCharlottesville StateVA Zip Code22911 Phone Number Email Applicant RC Development Group, LLC-Mark Fontaine Street Address 8605 Westwood Center Drive, Suite 410 City Vienna stateVA Zip Code22182 Phone Number 703.404-2346 Email mfontaine@renaudconsulting.net Type of Development ❑ Residential la Non-residential Type of unit(s): le Commercial ❑ Industrial #of building(s): ❑ Quasi-Public Sq.ft.of building(s): Sq.ft.of bulldiog(s): 6049 #of units per building: Acreage of site: 1.431 -Ex; 1.520-prop Total#of units: Acreage in open space: .785 Resulting density: Acreage in roads: .651 Acreage of site: Average gallons of water used per day: 3,000.00 Acreage in open space: Acreage in roads: Average gallons of water used per day: FOR OFFICE USE ONLY SDP# Fee Amount$ Date Paid By who? Receipt# Cldt By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 4/23/201S Page 1 of 2 Intended use or justification for request: ' Y� 11. Comments/Attachments: FEES SITE DEVELOPMENT PLAN SITE PLAN EXCEPTION Initial Site Plan Final Site Plan Exception to drawing of site plan under section 32.3.5(a) Approved No Preapplication plan Preapplication plan ❑ $752 plus$16/dwelling ❑ $1,290 plus$16/dwelling 0 $1,613 ❑ $1,613 unit and/or$0.016 per unit and/or$0.016 per +Fire Rescue Fee of$100 +Fire Rescue Fee of square foot of square foot of $100 nonresidential structure nonresidential structure $ +Fire $ +Fire Rescue Fee of$100 Rescue Fee of$100 16 folded copies of the plan #of copies required for submittal will be noted with 8 folded copies of the plan plus an additional 6 copies if within an Entrance Corridor your initial approval letter. Copies of the plan should be folded and in blue or black ink.Also provide 1 reduced copy of the plan no larger than 11 by 17 in. ❑ The initial site plan has a parking structure. ❑ The final site plan has a parking ❑ Included are architectural elevations,drawings, structure. photographs or other visual materials showing any ❑ Included are revised architectural elevations, parking structure proposed on the site and surrounding drawings,photographs or other visual structures and land uses. materials submitted with the initial site plan. The elevations shall be part of the approved final site plan. GROUNDWATER ASSESSMENT (Required for all non-residential site plans not serviced by public water) ❑ If the plans show a use using less than 2,000 gallons/day(average) Tier 3 Groundwater Review=$548 ❑ If the plans show a use using greater than 2,000 gallons/day(average) Tier 4 Groundwater Review=$1,183 ❑ Special Exception=$457 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Notices required by Section 32.4.2.1(I) Preparing and mailing or delivering up to fifty(50)notices=$215.00 plus the actual cost of first class postage. Preparing and mailing or delivering,per notice more than fifty(50)=$1.08 plus the actual cost of first class postage. Owner/Applicant Must Read and Sign This site plan as submitted contains all of the information required by Section 32.5 (Initial Site Plan)or Section 32.6(Final Site Plan)of Chapter 18 of the Code of the County of Albemarle. I understand that plans which lack information required by said sections shall be deemed incomplete and shall be denied by the agent within ten(10)days of submittal as provided in Section 32.4.2.1 or Section 32.4.3.1 of Chapter 18 of the Code as the case may be.By signing this application I am consenting to written comments,letters and or notifications regarding this application being provided to me or my designated contact via fax and or email. This consent does not preclude such written communication from also being sent via first class mail. For Final Plans Only:To the he v knowledge,I have complied with Seect/iyn 32.4.3.1(a)of Chapter 18 of the Code. 4�l 1 �0 Signature er, on et Purchaser,Agent Date Mark Fontaine 703-404-2346 Print Name Daytime phone number of Signatory Site Plan Application REVISED 4/23/2018 Page 2 of 2 r mai - --,e Development rianfi n% ' ' ` ' Checklist inme Project Name: Wawa Firm: Bohler Engineering VA,LLC This checklist must be completed,signed and submitted with the application. The information contained in this checklist reflects the contents of the Section 32 of Chapter 18 of the Code of the County of Albemarle also known as the Site Plan Ordinance as of January 1, 2013. The applicant is responsible for insuring that no revisions to the Ordinance have occurred since preparation of this document. This_nal site 'Ian has: 0 an initial site plan that was approved for the development and it remains valid; SDP-20j`1 - OOaB'O • satisfied all of the requirements of section 32.6 below;and ❑ satisfied all of the conditions delineated in the letter provided under section 32.4.2.5(c)required to be satisfied prior to J submitting the final site plan. a Authoyized preparer. d The plan,and any amendments to a plan, is prepared and sealed,signed and dated by one of the following NIA ❑, An architect licensed to practice in the Commonwealth of Virginia. lB A professional engineer licensed to practice in the Commonwealth of Virginia. flip❑ A land surveyor licensed to practice in the Commonwealth of Virginia. pjj ❑ A certified landscape architect licensed to practice in the Commonwealth of Virginia. ❑ N 1er of copies when first submitted. Provide the number of copies as directed in the Initial Site Plan approval letter One(I)reduced copy of the plan no larger than eleven(I 1)by seventeen(17)inches in size. d Scale pnd size. l The plan is prepared to the scale of one(1)inch equals twenty(20)feet or larger,or to another scale approved by the agent in a particular case. MI ❑ Other scale approved -one(1)inch equals ( )feet,by 4 No sheet exceeds forty-two (42)inches by thirty-six(36)inches in size. IThe plan IS prepared on one(1)sheet.OR NM U The plan IS prepared on more than one(I)sheet and match lines clearly indicate where the several sheets join. IThe top tff each sheet is approximately l!l North or OM❑ East ❑ Dimensions. The plan is dimensioned to at least the following standards for accuracy ❑/ Boundary,setback and zoning lines:Within one one-hundredth(0.01)of a foot. 1® Existing contours:Within one-half(1/2)of the contour interval required in section 32.6.2(c). L11 Proposed contours:Within one(1)foot horizontally and vertically. ► Spot elevations:Within one-tenth(0.10)of a foot. 1U MI Existing critical structures including utilities and other topographic features:Within two(2) feet, provided that for critical structures,which include,but are not limited to,gas lines,other utilities,pipes, conduits,walls and buildings to be preserved,within one-tenth(0.10)of a foot. dProposed structures,roads,parking lots and other improvements:Within one one-hundredth(0.01)of a foot. REVISED 06/10/2015 Page 1 of 4 Site.Plan Ordinance Section 32.6- tents of final site plan In addition to containing all of the in ation required to be on an initial site pla , as provided in section 32.5, a final site plan shall contain the following: dDemonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are satisfied. i a Proposed grading. ❑ Proposed grading(up to twenty[20] percent slope,maximum two [2] foot contours; over twenty[20] all percent slope,maximum five [5] foot contours). Wateyand sewer facilities. eft Detailed plans for proposed water and sewer facilities,including all pipe sizes,types and grades; proposed connections to existing or proposed central water supplies and central sewage systems; location and dimensions of proposed easements and whether they are to be publicly or privately maintained; profiles and cross sections of all water and sewer lines including clearance where lines cross; all water main locations and sizes;valves and fire hydrant locations; all sewer appurtenances by type and number; i the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. 1�1 Draitge and grading plans. Detailed consfruction drainage and grading plans: Ni Profiles of all ditches and channels whether proposed or existing,showing existing and proposed grades,and invert of ditches,cross pipes or utilities;typical channel cross sections for new construction; and actual cross sections for existing channels intended to remain; Profiles of all storm sewer systems showing existing and proposed grades; Plan view of all drainage systems with all structures,pipes and channels numbered or lettered on the plan and profile views. Show sufficient dimensions and bench marks to pi allow field stake out of all proposed work from the boundary lines; A drainage summary table for culverts, storm sewer and channels as described in the following example: Structure Description Length Invert Invert Slope Remarks Number In Out 1 42"RCP 50' 24.50 424.00 100.00% Provide Class III 2,EW 2 DI-3B L=8 26.00 432.00 - IS-1 Top 3 PG-2A 400' 420.00 400.00 5.00% D=12" 4 Grade 200' 420.00 415.00 2.50% D=18" Swale I, A legend showing all symbols and abbreviations used on the plan; WIGeneral notes,typical sections, and details of all items not covered by Virginia Department of Transportation standard drawings;and /✓4 ❑ Flood plain limits for the one hundred(100)year storm for all watercourses with an upstream drainage area of fifty(50) acres or more provided that the county engineer may waive this requirement for drainage areas of less than one hundred(100)acres upon determining that the information is unnecessary for review of the proposed development. REVISED 06/10/2015 Page 2 of 4 • IVA❑ Street sections. lb • ❑ Typical street sections together with specific street sections where street cut or fill is five(5)feet or greater; ❑ centerline curve data; ❑ radius of curb returns or edge of pavement; ❑ location, type and size of proposed ingress to and egress from the site together with culvert size; ❑ symmetrical transition of pavement at intersection with existing street; ❑ the edge of street surface or face of curb for full length of proposed street; ❑ when proposed streets intersect with or adjoin existing streets or travelways,both edges of existing pavement or travelway together with curb and gutter indicated for a minimum of one hundred(100) feet or the length of connection,whichever is the greater distance. Public facilities and utilities. Oa All public facilities,utility and drainage easements outside the right-of-way of public streets,provided 1Sthat new easements may be generally shown and accurately dedicated by separate plat. All water and sewer facilities to be dedicated to public use and the easements for those facilities and shall be identified by a statement that the facilities are to be dedicated to the Albemarle County Service Authority. i • Signature panel. �1' ❑ Signature panel for signature by each member of the site review committee. LI Parki(ng and loading areas. al For all jarking and loading areas, indicate the disize, angle of stalls, Ull width of aisles and specific number of spaces required and provided, and lid method of computation.Indicate type of surfacing for all paved or gravel areas. II ands/ape plan. al A landscape plan that complies with section 32.7.9 a OutdcJor lightin Outdoo ,fighting information including a photometric plan with location,description, and photograph or diagram of each type of outdoor luminaire. NA ❑ Recreational facilities. ❑ Specifications for recreational facilities. In addition to the items required by the ordinance, Albemarle County Engineer, the Virginia Department of Transportation,the Albemarle County Service Authority, and the Thomas Jefferson Health District require these items on plans submitted for final site plan approval. Plans will not be rejected if these items are not present,but they are required for approval. These items are provided in an effort to communicate all final site plan comments. d1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) ® 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy) 4 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy) ® 4. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners. (Albemarle County Engineering Policy) h. REVISED 06/10/2015 Page 3 of 4 �LLVL•a alas•y aiV Llllay —l 1114.JILV l tall\�tiVb1%.1/ L 4E17:5. Show and label stream buffers. (Water Protection Ordinance,WPO)' Cii 6. Indicate the deed book and page reference for all existing utility easements located on the property. / (Albemarle County Service Authonty) i t'/! O 7. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403) 40 8 Tier 4—Aquifer testing work plan(WPO Section 17-403) Read and Sign In representing the ve reference submitting this plan for final approval,I hereby sate that,to the best of my knowledge,the attached plan contains all info on uir checklist. `/f /S Signa Owner,Contract Purchaser,Agent Date nathan Q.Ritchie.P.E. (540)349-4500 Print Name Daytime phone number of Signatory REVISED 06/10/2015 Page 4 of 4 RECEIVED JUN 2 7 2018 COMMUNITY ® kOPMEMT • lb • S S E N T A R A` Sentara Martha Jefferson Hospital 500 Martha Jefferson Onve Charlottesville,VA 22911 June 18, 2017 Tel 434 654 7310 www sentara corn asbfack(asentara corn Amelia S.Black,DNP,MSN,RN,NEA•BC Chief Operating Officer RE:ARB-2017-142 Dear Ms. McMahon, Sentara Martha Jefferson Hospital is the owner of land identified on the County tax maps as 032A0-02-00-001 A0, which is adjacent to the parcel that Mark Fontaine of Renaud Consulting is proposing to develop for a Wawa gas station and convenience store. We have been working closely with Mark on several matters of mutual interest involving the Sentara property and the future Wawa property, including matters involving landscaping between the two properties. As part of those discussions, we are considering allowing additional plantings on the Sentara property in the area shown on the attached exhibit, to help screen the loading area of the Wawa building from both the Sentara property and from the Route 29 Entrance Corridor. In the coming weeks we will be working with Mark, his engineers and other consultants as necessary on the details of the plantings and the precise terms of any agreements. Please accept this letter as evidence of Sentara's willingness to work with Mark and Wawa on this project. Should you have any questions, please feel free to contact Mike Spatz at (434) 654-7038 or michael.spatz(c mjh.orb. Sincerely, 4044.79.260cL„. Amelia S. Black, DNP, MSN, RN, NEA-BC Chief Operating Officer RE JUNz7z "1, COMMUNE DEVELOPMENT S S S BOHLER ENGINEERING 28 Blackwell Park Lane,Suite 201,Warrenton, VA 20186 Professional Engmeermg Services Telephone: (540)349-4500 Fax (540)349-0321 LETTER OF TRANSMITTAL VIA: Federal Express TO: Albemarle County RE: Final Site Plan— 1s`Submission Department of Community Wawa Charlottesville Development Seminole Trail and Proffit Road 401 McIntire Road Charlottesville,VA 22911 Charlottesville,VA 22902 Albemarle County (434)296-5832 ATTN: Tim Padalino, AICP DATE: June 27,2018 JOB NO: V162083 WE ARE SENDING YOU ❑Shop drawings ❑Copy of letter ®Attached ❑ Prints ❑Change order COPIES JOB# DATE REVISION REVISION SHEET NO. DESCRIPTION DATE 1 V162083 6/21/18 Check#002747 Check in the amount of$100.00 made payable to County of Albemarle 1 V162083 6/18/18 Check#002742 Check in the amount of$1,613 made payable to County of Albemarle 1 V162083 6/18/17 1 of 1 Agreement Letter 1 V162083 6/19/18 1-2 of 2 Application for Final Site Plan 1 V162083 6/19/18 1-4 of 4 Final Site Development Plan Checklist 8 V162083 6/22/18 1-34 of 34 Site Plan Documents These Are Transmitted: ❑For approval ❑For your use As requested ®For review and comment DApproved as submitted ❑Approved as noted ❑Returned for corrections REMARKS: Enclosed please find the above mentioned item for the Wawa project in Charlottesville,Virginia. Should you have any questions or require additional information, please do not hesitate to contact this office at (540)3494500. COPY TO: RECEIVED si JUNZ7 2010 COMMUNITY Jonathan Q Ritchie, P E. File DEVELOPMENT