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Home My WebLink AboutSDP202000003 Application 2020-01-06FROM: Michael Myers, PE, CFM 30 Scale, LLC 871 Justin Drive Palmyra, VA 22963 phone: 434.242.2866 email: mike@30scale.com web: 30scale.com Padalino. AICP marle County Community Development McIntire Road lottesville, VA 22902 Attached for: Review Transmittal Letter RE: Albemarle Limousine Application For: FINAL SITE PLAN APPLICATION TM 90-35A1 QTY Date Description 1 11/19/2019 Fee Check in the Amount of $1,713,00 1 11/19/2.019 Final Site Plan Application 1 1/4/2020 Final Site Plan Checkiilst 8 1/6/2020 Final Site Plan (24x36) 8 1/6/2020 Initial Site Plan Response Letter (Stapled to each set of plans) 1 1/6/2020 Final Site Plan (11x17 Reduction) RECEIVED Received by: Signed -11N, cc: Ms. Andrea saathoff JAN 0 6 2020 COMMUNITY DEVELOPMENT Application for s Initial Site Plan or Final Site Plan or Site Plan Exception Project Name: 1895 Avon Street Extended Tax map and parmi(s): 90-35A1 Zoning: Ll Contact (who should we contact about this project) Michael Myers, PE, CFM Street Address 871 Justin Drive City Palmyra State VA Zip Code 22963 Phone Number 434-242-2866 Ema mike@30scale.com Owner of Record ANG Holdings, LLC Street Address 175 South Pantops Drive CirriCharlottesville Smte YA Zip Code 22911 Phone Number 434-989-6973 Emetl aesaathoff@gmail.com Applicant Same As Owner Street Address Phone Number Type of Development ❑ Residential M Non-residential Type of unihs): N/A M Commercial # of buildtng(s): ❑ Industrial ❑ Quasi -Public Sq. ft. of building(s): Sq. ft of building(r): 3,520 # of units per building: Acreage of site: 1.5 ac. Total # of units: Acreage In open space: n/a Resulting density: Acreage in roads: n/a Acreage of site: Average gallons of water used per day: 350 gpd Acreage In open space: Acreage in roads: Average gallons of water used per day: FOR OFFICE USE ONLY SDP # F. Amount$ Date Paid By who? Receiptp Ckq By: County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4/05R019 Page I of2 Intended use or iustt8eadon for request: Limousine Rental and Automobile Detailing Comments/Attachments: Plan is subject to approved Special Use Permits 2018-07 and 2018-08 FEES SITE DEVELOPMENT PLAN SITE PLAN EXCEPTION Initial Site Plan Final Site Plan Exception to drawing of site ten under section 32.3.5(.) Approved No Preapplicadid, plan Presupplicsolon plan M $1,613 ❑ S1,613 ❑ $752 plus$16/dweNng ❑ S1,290 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 $ 'Fire nonresidential structure $Q+Fire $1,713 FEE TOTAL Rescue Fee of $IN Rescue Fee of $100 16folded copies oftheplan pofeopies re Isdoodfo, submdht will be noted with 8forded copies of the plan plus an additional ropies if within an Enhance Corridor your initial approvalleder. Copies oftheplan should be folded and in blue or black ink Abe provide 1 reduced ro o the henna far er than ll b 17be. ❑ The initial site plan has a parking structure. ❑ The final site plan has a parking ❑ Included are architectural elevations,drawings, structure. N/A 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 an of the approved Coal she plan. N/A 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 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 Thisapplication 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 (1) Initial notice fee to be provided in conjunction with an application, for preparing and mailing notices and published notice = $435.00 Owner/Applicant Must Read and Sign This site plan as submitted contains all of the information required by Section 32.5 (Initial Site Plan) or Section 32.6 (Final Site Plan) of Chapter 18 of the Code of the County of Albemarle. I understand that plans which lack information required by said sections shall be deemed incomplete and shall be denied by the agent within ten (10) days of submittal as provided in Section 32.4.2.1 or Section 32.4.3.1 of Chapter 18 of the Code as the case may be. By signing this application I am consenting to written comments, letters and or notifications regarding this application being provided to me or my designated contact via fax and or email. This consent does not preclude such written communication from also being sent via first class mail. Agent Daytime phone number of Signatory Site Plan Application REVISED 4/05/2019 Page 2 all Final Site Development Plan Checklist 0 Project Name: L 17 Ga!l& 1 A II.- I�1'�Li� GC Firm: c �W r I —L—C, This checklist must be completed, signed and submitted with the application. The information contained in this checklist reflects the contents of the Section 32 of Chapter 18 of the Code of the County of Albemarle also known as the Site Plan Ordinance as of January 1, 2013. The applicant is responsible for insuring that no revisions to the Ordinance have occurred since preparation of this document. This Tin site plan has: �^ site plan that was approved for the development and it remains valid; SDP - 20-L L0r ae$fied 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. I{uth Y Aor' d 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. A professional engineer licensed to practice in the Commonwealth of Virginia. ❑ A land surveyor licensed to practice in the Commonwealth of Virginia. �� ❑ A certified landscape architect licensed to practice in the Commonwealth of Virginia l,( Numbey6f copies when first submitted. Lot rovide the number of copies as directed in the Initial Site Plan approval letter One (1) reduced copy of the plan no larger than eleven (I1) by seventeen (17) inches in size. Ud- Scale art lize. N 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. ❑ Other scale approved - one (1) inch equals feet, by gi No sheet exceeds forty-two (42) inches by thirty-six (36) inches in size. .00O T 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. The to o ch sheet is approximately North or ❑ East Dimensions. The plan is dimensio ed to at least the following standards for accuracy: /Boundary, setback and zoning lines: Within one one -hundredth (0.01) of a foot. 7 fisting contours: Within one-half (1/2) of the contour interval required in Seaton 32.6.2(c). Sposed contours: Within one (1) foot horizontally and vertically. ot 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. '/F-/r Proposed structures, roads, parking lots and other improve.... Within one one-htuidl drh (0,01) of. foot. REVISED 06/10/2015 Page 1 of Albemarle County - Final Site Plan Checklist Site Plan Ordinance Section 32.6 - Contents offinal site plan 7n 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 .thall contain thefollowing: Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the zr uirements of this chapter are satisfied. Propos grading. LpV grading (up to twenty [20] percent slope, maximum two [2] foot contours; over twenty [20] percent slope, maximum five [5] loot contours). ��(/ water sewer facilities. e>�l`rl 46 • ;F' F�,l� - /�'� C� ��(�j.0 N�etailed plans for proposed water and sewer facilities, including all pipe sizes, types and grades; Mroposed 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; myprofiles and cress sections of all water and sewer lines including clearance where lines cross; 51^ all water main locations and sizes; valves and fire hydrant locations; 0 all sewer appurtenances by type and number; 2f the station on the plan to conform to the station shown on the profile and indicate the top and invert �� elevation of each structure. Yd Draina�and grading plans. Et Detailed construction drainage and grading plans: cc—ft�� ,7g; L t4 skzeA [ � Profiles of all ditches and channels whether proposed or existing, showing existing and -(&I/ 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 Ill 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 4----- 2.50% D=18" Swale 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 PN Flood plain limits for the one hundred (100) year storm for all watercourses with an upstream drainage area of fifty (SO) 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 — /• Albemarle County - Final Site Plan Checklist 4y Street sections. YYY ❑ 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 tmvelway together with curb and gutter indicated for a minimum of one hundred (100) feet or the length of connection, whichever is the greater distance. J7! Public cdities and utilities. ytjd All public facilities, utility and drainage easements outside the right-of-way of public streets, provided '�I/� hat 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. Signatu anel. Signature panel for signature by each member of the site review committee. P"Parking loading areas. For all pg and loading areas, indicate the per/ size, ® angle of stalls, width of aisles and specific number of spaces required and provided, and method of computation. Indicate type of surfacing for all paved or gravel areas. Landsc plan. A landscape plan that complies with section 32.7.9 aJl(} Outdoor ligbting.(JO (,t(�"i -jj�o �� > 3`V� LVMc S ❑ Outdoor lighting infomrati n c u ng -P ❑ a photometric plan with ❑ location, description, and photograph or diagram of each type of outdoor luminaire. 1O Recreational facilities. •UI ❑ 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. 1.. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) ¢d 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy) '1,tW Lab 4-4. el the maximum height of all retaining walls. (Albemarle County Engineering Policy) In' A Provide copies of off -site easements, or letters of intent to grant them from off -site property owners. AV (Albemarle County Engineering Policy) REVISED 06/10/2015 Page 3 of Albemarle County - Final Site Plan Checklist ❑ Show and label stream buffer limits. (Water Protection Ordinance, WPO) Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle County Service Authority) /AQ 7. Tier 3 - Draft or Final Groundwater Management Plan (WPO Section 17403) L l� 8. Tier 4— Aquifer testing work plan (WPO Section 17-403) Read and Sign In representing the above referenced firm submitting this plan for final approval, I hereby sate that, to the best of my knowledge, the attached plan clist. ign/at/uAA, �caner, Convect purchaser, Agent Date 3 (¢J Print Name (r/ I f w ' Daytime phone number o REVISED 06/10/2015 Page 4 of