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SDP202000004 Application 2020-01-08
� (, Community DevelopmentDepartment bemar�l/ a CD urf-. , 401 h" tire Roar! Charlottesville, VA229t72-4595 AlAlbemarle e : (434,1 296-5832 Fax: (434)972-4128 Planning Application PARCEL OWNER INFORMATION TMP 07800-00-00-06400 DWner(s): PT HOTEL LLC Application # S©P202000004 PROPERTY INFORMATION Legal Description PANTOPS4 Magisterial Dist. ;Rivanna Land Use Primary Open €`� Current AFD Not in A F District i Current 2oning Primary i Planned Development Mixed Commercial APPLICATION INFORMATION Street Address Entered By Application Type Site Development Plans f_ Buck smith �1}'Y3r�2Q24 Project HAMPTON INN - SITE PLAN FINAL Received Date 01/08j20 Received Date Final Submittal Date 01/13%20 Total Fees 1713 Closing File Date Submittal Date Final Total Paid 1713 Revision Number Comments I Legal .Ad SUB APPLICATION(s) Type Sub Applicatio Comment Final Site �.Development Plan 01j13J20 ... _.... .......... .... .....:.... ....................... ......... ......_. ( ContactType j (dame Address CityState Zip Phone Phone -Cell �hwr--:+¢:PStcsasT PT HOTEL LLC 2.00.0 WARE BOTTOM SPRING CHESTERVA 238.35 .. MICHAELSrVEENEY PT HOTEL, LLC 2000 A"ARE BOTTOM SPRING 1 CHESTER VA. 3835 8047779000 _n C_rtsct JOHh1 C. WRIGHT BOHLER ENGINEERING . 28 BLACKWELL PARK LANE, W.ARRENTON VA 720186 5403494500 t..._ _ _ ..._ ...... ._.._._ _. ._ ....... ................ _.... .. .. . _... Signature of Contractor or Authorized Agent Date --1 17------- -- --- , Initial Site Plan or aal Site Plan or Site Plan Yception;;m}>>; Nfl"\P Project Name: Hampton Inn Tax map and parce](s): 07800-00-00-06400&07800-00-00-06500 Zoning: PDMC Contact (who should we contact about this project) Bohler Enhineerin2 VA. LLC -John C. Wright P.E. Street Address 28 Blackwell Park Lane, Suite 201 city Warrenton State VA Zip Code 20186 Phone Number (540) 349-4500 Email jwright0bohlereng.com Owner of Record PT Hotel, LLC Street Address 2000 Ware Bottom Spring Road city Chester state_ VA Zip Code_ 23936 Phone Number (434) 777-9000 Email NeilPshaminhotels.com Applicant PT Hotel, LLC - Michael Sweeney Street Address 2000 Ware Bottom Spring Road City Chester State VA Zip Code 23836 Phone Number (804) 777-9000 Email michael@shaminhotels.com ❑ Residential Type of unit(s): # of building(s): Sq. ft. of building(s): # of units per building: Total # of units: Resulting density: Acreage of site: Acreage in open space: Acreage in roads: Average gallons of water used per day: of lveveto ment l� Non-residential ® Commercial ❑ Industrial ❑ Quasi -Public Sq. ft. of building(s): 13,864 Acreage of site: 4.41 Ac Acreage in open space: 2.79 Ae Acreage in roads: 0 Average gallons of water used per day: 16.350 FOR OFFICE USE ONLY SDP # 0212 C?p Fee Amount $ 1 3 Date Paid ey (/ By who l7 �7� Receipt #[ �`of Y-0- By County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/05/2019 Page I of2 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 $1,613 ❑ $1,613 ❑ $752 plus $16/dwelling ❑ $1,290 plus $16/dwelling 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 $ 1 1 + 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 l reduced co 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 (f) 1 Initial notice fee to be provided in conjunction with an application, for preparing and mailing notices and published notice = $435.00 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. Sfgniture of Owner, Contract Purchaser, Agent Print Name 11-fib.�l� Date :50- 77-7- cDwo Daytime phone number of Signatory Site Plan Application REVISED 4/05/2019 Page 2 of 2 BOHLER ENGINEERING Professional Engineering Services VIA: Federal Express TO: Albemarle County Community Development 401 McIntire Road, North Wing Charlottesville, VA 22902 (434) 296-5832 28 Blackwell Park Lane, Suite 201, Warrenton, VA 20186 Telephone: (540) 349-4500 Fax: (540) 349-0321 LETTER OF TRANSMITTAL RE: SDP201900048 Final Site Plan — 1" Submission Hampton Inn 1628 State Farm Boulevard Charlottesville, VA 22911 Albemarle County ATTN: Tim Padalino, AICP DATE: January 7, 2020 JOB NO: V 172065 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ®Attached ❑ Prints ❑ Change order COPIES JOB# DATE REVISION REVISION SHEET NO. DESCRIPTION DATE 1 V172065 1/6/20 Check Fee check made payable to Albemarle #7020006 County in the amount of $1,713.00 1 V172065 12/30/19 1-2 of 2 Final Plan Application I V172065 1/6/20 1-4 of 4 Final Site Plan Checklist 8 V172065 1/7/20 1-9 of 9 Comment Response Letter 1 V172065 1/3/20 1-22 of 22 Final Site Plan (I I X 17) 8 V172065 1/3/20 1-22 of 22 Final Site Plan (24 X 36) These Are Transmitted: ❑ For approval ❑For your use ❑As requested ® For review and comment ❑Approved as submitted ❑Approved as noted ❑ Returned for corrections REMARKS: Enclosed please find the above -mentioned items for the above referenced project in Albemarle County, Virginia. Should you have any questions or require additional information, please do not hesitate to contact this office at (540) 349-4500. COPY TO: RECEIVED A'N 0 0 2070 COMMUNITY DEVELOPMENT GNED: s hn C. Wright, P.E. File Final '"te Development Plan Checklist Project Name: Hampton Inn 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 fi K I site plan has: an n initial site plan that was approved for the development and it remains valid; SDP - 20� ❑ 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 submitting the final site plan. Uf Authorized preparer. ❑ The plan, and any amendments to a plan, is prepared and sealed, signed and dated by one of the following ❑ An architect licensed to practice in the Commonwealth of Virginia. idr A professional engineer licensed to practice in the Commonwealth of Virginia. ❑ A land surveyor licensed to practice in the Commonwealth of Virginia. "'Number ❑ A certified landscape architect licensed to practice in the Commonwealth of Virginia. ® Number of copies when first submitted. ❑ Provide the number of copies as directed in the Initial Site Plan approval letter ❑ One (1) reduced copy of the plan no larger than eleven (11) by seventeen (17) inches in size. Wr Scale and size. 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. Ur Other scale approved - one (1) inch equals -1h�-- 30 ) feet, by iff No sheet exceeds forty-two (42) inches by thirty-six (36) inches in size. f� The plan IS prepared on one (1) sheet. OR ❑ The plan IS prepared on more than one (1) sheet and match lines clearly indicate where the several sheets join. Qi The top of each sheet is approximately WP North or ❑ East !� Dimensions. The plan is dimensioned to at least the following standards for accuracy: 61 Boundary, setback and zoning lines: Within one one -hundredth (0.01) of a foot. 21 Existing contours: Within one-half (1/2) of the contour interval required in section 32.6.2(c). l Proposed contours: Within one (1) foot horizontally and vertically. Cd Spot elevations: Within one -tenth (0.10) of a foot. 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. Proposed structures, roads, parking lots and other improvements: Within one one -hundredth (0.01) of a foot. REVISED 06/10/2015 Page 1 of 4 r :marle County - Final Site Plan Checklist Site Plan Ordinance Section 32.6 - Contents of final site plan In addition to containing all of the information required to be on an initial site plan, as provided in section 32.5, a final site plan shall contain the following: C� Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the 1 requirements of this chapter are satisfied. U Propo ed grading. UY Proposed grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20] percent slope, maximum five [5] foot contours). Water and sewer facilities. l�J 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; 0 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; G� all sewer appurtenances by type and number; G6 the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. Drainage and grading plans. ❑ Detailed construction drainage and grading plans: ❑ 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 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 11I 2, EW 2 DI- 3B L=8 26.00 432.00 - IS-1 To 3 PG-2A 400' 420.00 400.00 5.00% D=12" 4 Grade 200' 420.00 415.00 2.50% D=18" Swale ❑ A legend showing all symbols and abbreviations used on the plan; ❑ General notes, typical sections, and details of all items not covered by Virginia Department of Transportation standard drawings; and ❑ 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 . -:marle County - Final Site Plan Checklist 0 Street sections. ❑ 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. Cd Public facilities and utilities. LI All public facilities, utility and drainage easements outside the right-of-way of public streets, provided that 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. 3 Signature panel. 21 Signature panel for signature by each member of the site review committee. R( Parking and loading areas. 0 For all parking and loading areas, indicate the �j size, dl angle of stalls, hJ width of aisles and specific number of spaces required and provided, and m method of computation. Indicate type of surfacing for all paved or gravel areas. �1 Landscape plan. Z A landscape plan that complies with section 32.7.9 0 Outdo r lighting. Outdoor lighting information including a photometric plan with m location, description, and photograph or diagram of each type of outdoor luminaire. ❑ 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. (f 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) LJi 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy) Gd 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) REVISED 06/10/2015 Page 3 of 4 ...emarle County - Final Site Plan Checklist ❑ 5. Show and label stream buffer limits. (Water Protection Ordinance, WPO) L� 6. Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle County Service Authority) ❑ 7. Tier 3 - Draft or Final Groundwater Management Plan (WPO Section 17-403) ❑ 8. Tier 4 — Aquifer testing work plan (WPO Section 17403) Read and Sign In representin the above referenced firm submitting this plan for final approval, I hereby sate that, to the best of my knowledge, the attached plan contains all' fa ati req ' ed by is the list AA C �" a*) I lbl2ozo Signatur of Owner, ontract Purchaser, t Date h� C r A4,0349 +500 Print Name Daytime phone number of SignSign ory REVISED 06/10/2015 Page 4 of 4