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HomeMy WebLinkAboutSDP201900025 Application 2019-05-16 f l -%Al Albemarle Co un Community Development Department i �_ �5 ,r 401 rut a Road Charlottesville.VA22902-4595 7 I Voi..e (434)296.5832 Fax (434)972-4126 ' , Planning Application at�c,�r. PARCEL/ OWNER INFORMATION TMP 07900-00-00-004A0 Owner(s): RYDER ENTERPRISES LLC Application# SDP201900025 !PROPERTY INFORMATION Legal Description i ACREAGE 1B Magisterial Dist. Scottsville Land Use Primar, Commercial E Current AFD Not in A/F District Current :cnin] P'rimar, Highway Commercial APPLICATION INFORMATION Street =ddress 1422 RICHMOND RD CHARLOTTESVILLE,22911 Entered By l]ennifer Smith . cpplication T;pe Site Development Plans 5/13/2019 Project LOWE�s0-bR FASHIONS - MAJOR \ Rece .ed Date /08/19 F.e,:ei.ed Gate Final Submittal ate 05/20/19 Total Fees 3111 Closing File Oat submittal Oat Fin Total Paid 3111 Revision Humber Comments A S--.-° —ill r/ ce , ____________ Legal Ad ) J�iG / l 1 ad.t K ix._ q yvl �.3 s v sad WITHDRAWN R A r, 4 cN fSUB APPLICATION(s) ----Per _' anrn • Type Sub Applicatio 9 �d t 11 a ace__ Major Amendment 05/20/19 APPLICANT /CONTACT INFORMATION ContactType Name Address CityState Zip Phone PhorieCell OA nett Nsvccart RYDER ENTERPRISES LLC P 0 BOX 6778 CHARLOTTESVILL .22906 ?rnnary Contact T. MILLER - MERIDIAN PLANNING GROUP 440 PREMIER CIRCLE.STE 200 CHARLOTTESVILL '22901 4348820121 . Signature of Contractor or authorized :,gent Date Application for Major or Minor Site Plan Amendments Existing Site Plan Name&Number: Lowes SDP 96-020, Floor Fashions SDP-2003-00104 Tax map and parcel(s): 79-4A& 79-4P zoning; HC, EC Contact (who should we contact about this protect) Meridian Planning Group, LLC Street Address 440 Premier Circle, Ste 200 cit,Charlottesville State VA zip Code 22901 Phone Number 434-882-0121 Email tmiller@meridianwbe.com Owner of Record Ryder Enterprises Street Address P 0 Box 6778 city Charlottesville state VA zip Code 22906 Phone Number Email Applicant Same as Owner Sti eet Address City State Zip Code Phone Number Email FEES m Major Amendment Zoning Fee =S1.613 ❑ Minor amendment(alterations to parking,circulation,building m Major Amendment Fire Rescue Fee =S100 size,location)=S538 This application ma} require additional revrev b' the Fire 16 folded copies of plan are required 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 acailablc from the Fire Marshal 8folded copies of plan are required Notices required by Section 32.4.2.1 (f) Preparing and mailing or delivering up to fifty(50)notices=S215.00 plus the actual cost of first class postage. Preparing and mailing or delivering,per notice more than fifty (50)=S1.08 plus the actual cost of first class postage. County of Albemarle Department of Community Des do pment 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 R[:'[SLD 4,2_'2018 Page 1 of 2 GROUNDWATER ASSESSMENT (Required for all non-residential site plans not serviced by public water) Was a Groundwater Assessment conducted for the existing site plan? ❑ YES ® NO If NO and the new plans show a use using less than 2,000 gallons/day(average) ❑ I 3-Craundytat_er-17 vie_w=S548 If NO and the new plans show a use using greater than 2,000 gallons/day(average) A Tier 4 Groundwater Review=S1,1t33� If YES and the use goes from using less than to more than 2,000 gallons/day(average) ■ Pier 4 minus Tier 3=$635 if YES and the use does not change from using less than to more than 2,000 gallons/day (average) ❑ No fee Contmen is/Attachments: );‘,Cf- i10 S Owner/Applicant Must Read and Sign Major Amendment I his major amendment as submitted contains all of the information required by Section 32 5 (Initial Site Plan) and Section 32 6(Final Site Plan)of the Albemarle County Zoning Ordinance 1 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 as the case may be ❑ Minor Amendment This minor amendment as submitted contains all of the in.tbrmation required by Section 32 5(initial Site Plan)and Section 32 6(Final Site Plan)of the Albemarle County Zoning Ordinance I hereby certify that the in.thrmation.provided on this application and accompanying information is accurate,true,and correct to the best of my knowledge 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 May 15, 2016 Signature _caner,Contract Purchaser gent Date Timothy Miller 434-882-0121 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY SDP# Fee Amount S Date Paid By who? Reecipt# Ck# By: Major or Minor Site Plan Amendments RFVISED 423/2018 Page 2 of 2 Fee Received RECEIVED Received Date MAY 1 6 1019 Received By COMMUNITY DEVELOPMENT Ill Final Sq. Development Plan J�� f Checklist i Checklist `-', :, Project Name: FLOaX- P/0roji W S. Firm: /tin en)Y9/Ydl✓ PLa7v/✓I/VC 6)LOVY-' 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 A responsible for insuring that no revisions to the Ordinance have occurred since preparation of this document. I his final site plan has q 6- 20 * an initial site plan that was approved lot the development and it ►ema►ns 'valid, SDP-> r - satisfied all of the tequricments of section 32 6 below and (J]p ❑ satisfied all of the conditions delineated in the lettet provided under section 32 4 2 5(c) requited to be satisfied pi tot to submitting the final site plan Autliorrzed preparer ❑ The plan, and any amendments to a plan, is prepared and sealed,signed and dated by one of the li)llow ing ❑ 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 Vugmia. ❑ A ceititied landscape architect licensed to practice in the Commonwealth of Virginia kr Number of copies when first submitted tit Provide the number of copies as directed in the Initial Site.Plan approval letter a One(1)reduced copy of the plan no larger than eleven(1 1) by seventeen (17) inches in size Cik Scale ar size i he plan is prepared to the scale of one(I) inch equals twenty(20) feet of larger,or to another scale approved by the agent in a particular case ❑ Other scale approved -one(1) inch equals ( )feet,by No sheet exceeds linty-two(42) inches by thirty-six (36) inches in size ❑ The plan iS prepared on one (1)sheet OR g The plan IS prepared on moie than one(I)sheet and match lines clearly indicate where the several sheets join Er I he top z each sheet is approximately North or ❑ East iil Dimensions The plan is dimensioned to at least the following standards for acctuacy lEr Boundary,setback and zoning lines. Within one one-hundredth(0 01)of a foot lJ Existing contours Within one-half(1/2) of the contour interval required in section 32 6 2(c) Proposed contours Within one(1) foot horizontally and vertically Spot elevations Within one-tenth(0 It))of a foot IH' 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 0 Proposed structures,roads, parking lots and other improvements Within one one-hundredth(0.01)of a foot REVISED 06/10/2015 Page 1 of4 Omarle C'ounty -Final Site Plan Checklist Site Plan Ordinance Section 32.6- Contents of fiscal site plan • In addition to containing all of the information required to he on an initial site plan, as provided in section 32 5, a final site plan shall contain the following ❑ Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are satisfied. Propo cd grading. al oposecl 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 el 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. Vi 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, a-d all water main locations and sizes, valves and fire hydrant locations, Vi all sewer appurtenances by type and number, Uthe station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure 04 Drainage and grading plans EIEL Detailed construction drainage and grading plans (74 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, d',•Profiles of all storm sewer systems showing existing and proposed grades, G 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, 0. 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 .[11 2, EW 2 D1- 313 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 iaS A legend showing all symbols and abbreviations used on the plan, fiit 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 Maile County -Final Site Plan Checklist -,141A0 Street sections ❑ Typical street sections together with specific street sections where street cut of 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 of face of cutb for full length of proposed st.ieet, ❑ when proposed streets intersect with oi adloin existing streets oi traveiways, 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 6 Public facilities and utilities Ei 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. El All water and sewei facilities to he 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 1 Authority. E Signature panel ❑ Signature panel for signature by each membei of the site review committee. Er Parking and loading areas ❑ For all parking and loading areas, indicate the 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 Landscape plan gl A landscape plan that complies with section 32.7.9 l2( Outdoor lighting. ❑ Outdoor lighting information including ❑ a photometric plan with ❑ location, description, and photograph or diagram of each type of outdoor lu.tnina.ii e. tzf 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. 111, 1. Reference the benchmarks used for surveys (Albemarle County Engineering Policy) V 2 Indicate the available sight distance for entrances and left turn lanes (Albemarle County Engineering Policy) R(, 3 Label the maximum height of all retaining walls (Albemarle County Engineering Policy) 41❑ 4 Provide copies of off-site easements,or lettei s of intent to grant them from off-site property owners (Albemarle County Engineering Policy) REVISED 06/10/2015 Page 3 of 4 • mai le County -Final Site Plan Checklist 140 U 5 Show and label stream buffer limits. (Water Protection Ordinance, WPO) et 6 Indicate the deed book and page reference for all existing utility easements located on the property (Albemarle County Service Authority) 141p ❑ 7. Tier 3 -Draft or Final Groundwater Management Plan (WPO Section 17-403) .Ili ❑ 8. Tier 4—Aquifer testing work plan (WPO Section 17-403) Read and Sign In representing the above referenced film submitting this plan foi final appi oval,I hereby sate that,to the best of my knowledge,the attached plan contains all information required by this checklist •5/7i Signature of Owner,Contract Purchasrgeii� Date Punt Name Daytime phone numbei of Signatory REVISED 06/10/2015 Page 4 of 4 Eugnreerrng • Surveying • Planning FO 1'i:nuei 1.ui I: 'nut'200 ( hailone•<cill<• \ \ )?901 P110Il 4iF8i20121 April 22 2019 ,,- mendian„t,� Albemarle County Planning Department 401 McIntire Road Charlottesville, VA 22902 RE: TMP 79-4A and TMP 79-4P MINOR SITE PLAN AMMENDMENT FOR FLOOR FASHIONS CRITICAL SLOPES WAIVER REQUEST Dear Planner This is a Cr itical Slope Waiver Request for Floor Fashions a The critical slopes that will be disturbed ate in grassed areas b The two parcels have a total area of 6 59 Acres c The approximate area of critical slopes on the two parcels is 0 75 acres. which equates to 114`%, of the total area of the two parcels d The approximate area of critical slopes to be disturbed is 0 35 Acres \\hrch equates to 46 7`%,of the total area of critical slopes Section 4 2 5(A)(I) i Rapid and/or lame-scale movement of soil and rock The proposed gi acting will be completed in a manner such that a small-scale movement of soil and rock from one pant of the property to another_ There will be no large-scale movement of soil and rock to or from the site. u Excessive storm\‘atei inn-off A permanent storm sewer pipe will be installed prior to movement of soil and rock to convey off-site run-off through the construction site. The total drainage a►ea above the ci itical slopes to be disturbed is approximately 0.5 acres. The sto►mwater run-off from this small drainage at ea will be minimal in Siltation of natural and man-made bodies of water Adequate erosion conk of measur es will be provided in order to ensure that siltation does not leave the propel ty. These erosion control measure will be required as part of the site plan approval process iv Loss of-aesthetic resources The proposed improvements will have no effect on the aesthetic resources. v In the event of septic s\stem failure, a greater travel distance of septic effluent (collectively referred to as the "public health safct\ and welfare factors") that might otherwise result from the disturbance of critical slopes The critical slopes that will be disturbed by this project will not be detrimental to the public health, safety and welfare since the area to be disturbed is so minimal, there will not be any public access to the area dui ing the construction. There are no septic systems within the critical slopes to be disturbed. Page 1 S Please let me know if you need additional infoi matron Sincerely, Timothy- Millet, P E . L S Principal Page 2 RECEIVED MAY 16712 COMMUNITY DEVELOPMENT Application for Major or Minor Site Plan Amendments "\',:,;;,; ,j, Existing Site Plan Name SI Numbei• LOWS 5 De-t c-O ZQ, fw.do. fpn)JIoiS STh°-zoos-607 0 ifTax map and patcel(s)' 79—y cr 79-0/ Zoning. /1 C� �G Contact (siio should we contact about this plolect) 74 EX,0/10}4 flO/V/✓2/\1C 04dIA4' Street Address eve P/tem ST5 2.0 0 Vt city monLoTrE 4 Le State (//(1 Zip Code 229 0 Phone Number tag- 9 4 Z a 12,E Email Tm 6Z4bi)O1JWe' . CO i Owner of Record I Y,2 t- E Bt-ert)cEJ Sheet Address pa. /fax'+ C 77 6 � (_'it 0A-orrr Sv`/( rs E✓ State [/i A Zip Code V2,9 Q O Phone Numbet Email Applicant S,f 6 AS' O1i7 /L1A-- Street Address City State Zip('ode Phone Number Lnr.ul FEES ❑ Maim Amendment Menor Amendment(alterations to pat lung,di dilation,building =S1613 sire,location)=$538 16 folded copes of plan ale required S folded copies of plan are required Notices required by Section 32 4.2.1 (f) Preparing and mailing or delivering up to fifty(50)notices=$215.00 plus the actual cost of first class postage. Preparing and mailing or delis erring,per notice more than fifty(50)=$1.08 plus the actual cost of first class postage. GROUNDWATER ASSESSMENT (Regrured for all non-residential site plans not selvrccd by public wale!) Was a Groundwater Assessment conducted for the existing site plan? ❑ \ES vk NO If NO and the nor plans show a use using less than 2,01)0 gallons/clay (average) . •I let 3 Ctuundrsater Review=$548 If NO and the new plans show a use,using greater than 2,000 gallons/day(as er age) Tiet 4 Cm oundw ater Review=S1,183 II YES and the use goes from Using less than to more than 2,000 gallons/day (aver age) If 1 FS and the use does not change ft our using less than to ism e than 2,000 gallons/day (average) ❑ Tim'4 minus Tim 3=$635 ❑ No tee County of Albemarle Department of Community Development 401 McIntire Road Charlottess ille,VA 22902 Voice: (434) 296-5832 Fax: (434)972-4126 REVISED 1 1/02/2015 Page I of 2 • Comments/Attachments: Owner/Applicant Must Read and Sign ❑ Major Amendment This majoi amendment as submitted contains all of the information requited by Section 32 5 (Initial Site Plan)and Section 32 6(Final Site Plan)of the Albemarle County Zoning Ordinance I understand that plans which lack information required by said sections shall be deemed incomplete and shall be deiced by the agent within ten(10)day s of submittal as provided in Section 32 4 2 1 or Section 32 4 3 1 as the case may be 12( Minor Amendment This ininoi amendment as submitted contains all of the information requited by Section 32 5(Initial Site Plan)and Section 32 6(Final Site Plan)of the Albemarle County Zoning Oidinance I hereby certify that the information provided on this application and accompanying information is accurate true,and conect to the best of m' knowledge By signing this application I am consenting to written comments,letteis and or notifications regarding this application being piovided to me of my designated contact via fax and or email This consent does not preclude such written communication from also being sent via fist class mail >77/Signature Owner,Contract Purchases Agen Date 7//7 07/✓)' /17/Z- Y 3(1 8:92--012I Punt Name Daytime phone number of Signatory FOR OFFICE USE ONLY SDP# Fee Amount S Date Paid By who? Receipt# Ck# By REVISED 11/02/2015 Page 2 of 2 Final S . Development Plan tt, Checklist >;N,,„. Project Name: /LOOIL PYJJ',Ui J Firm: /021191101✓ PL10 A//✓1/V 67-X.01442 This checklist must be completed, signed and su/nnitted 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 Albeluark 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. I his final site plan has. / 96— 20 * an initial site plan that was approved tot the development and it icmains 'valid; SDP-211k - 'a satisfied all of the requirements of section 32 6 below and tJIP ❑ satisfied all of the conditions delineated in the letter piovided under section 32 4 2.5(c)requited to be satisfied pilot to submitting the final site plan kAudio!ized pr eparer ❑ The plan,and any amendments to a plan, is prepared and scaled,signed and dated by one of the follov ing ❑ An architect licensed to practice in the Commonwealth of Virginia A professional engineer licensed to practice in the Commonwealth of Vugrnra ❑ A land surveyor licensed to practice in the Commonwealth of Virginia. ❑ A certified landscape architect licensed to practice in the Commonwealth of Vnginia tiler Number of copies when first submitted K Provide the number of copies as dnected in the Initial Site Plan approval letter a One(1)reduced copy of the plan no target than eleven (1.1) by seventeen (17) inches in size tik Seale ai size I he plan is prepared to the scale of one(I) inch equals twenty(20) feet of Iaigei,of to another scale approved by the agent in a particular case ❑ Other scale approved -one(1) inch equals ( )feet, by No sheet exceeds forty-two(42) inches by thirty-six (36) inches in size O. The plan IS prepared on one (1)sheet OR 14 The plan IS prepared on more than one(I)sheet and match lines eleaily indicate whets the several sheets loin IJ the top o each sheet is approximately North or ❑ East til Dimensions The plan is dimensioned to at least the following standards for accuracy Er Boundary,setback and zoning lines Within one one-hundredth(0 01)of a foot 1J Existing contours Within one-half(1/2) of the contour interval required in section 32 6 2(c) 8( Proposed contours Within one(1) foot horizontally and vettically (i Spot elevations Within one-tenth (0 10)of a loot air Existing critical structures including utilities and other topographic features. Within two(2) feet, provided that for cntical 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 1(J�( 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 Albemarle County -Final Site Plan Checklist Site Plan Ordinance Section 32.. _ _'ontents of final site plan In addition to containing all of the information required to he on an initial site plan, as provided in section 32.5, a final 4" site plan shall contain the following ❑ Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are satisfied Ptopo cd grading Proposed grading(up to twenty [20] percent slope, maximum two [2] fi of contours, over twenty [20] percent slope, maximum five [5] foot contours) I(Water and sewer facilities C'S Detailed plans for proposed water and sewer facilities,including all pipe sizes, types and grades, rZf proposed connections to existing or proposed central water supplies and central sewage systems, ti location and dimensions of proposed easements and whether they ate to be publicly or privately maintained; 514 profiles and cross sections of all water and sewei lines including clearance where lines cross, all water main locations and sizes, valves and fire hydrant locations, LiGall sewer appurtenances by type and number, M' 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 wading plans. p"= 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; (1 <'Profiles of all storm sewer systems showing existing and proposed glades, l 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, ,JESI, 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 42" RCP 50' 24 50 424 00 100 00% Provide Class llE 2, EW 2 DI- 3B L-8 26 00 432.00 - 1S-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 os. 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 diawmgs, and IA❑ 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 diainage areas of less than one hundred (100) acies upon determining that the information is unnecessary for review of the proposed development REVISED 06/10/2015 Page 2 of 4 • narle County-Final Site Plan Checklist 411:1 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 of 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 togethei with curb and gutter indicated for a minimum of one hundred(100) feet or the length of connection, whichever is the greater distance 61 Public facilities and utilities. Nf 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. lI All water and sewei 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. CJ Signature panel. ❑ Signature panel for signature by each member of the site review committee. ltZr Parking and loading areas 1531 For all parking and loading areas, indicate the size, angle of stalls, Lgi width of aisles and specific number of spaces required and provided, and i►� . method of computation. Indicate type of surfacing for all paved or gravel areas Landscape plan tia A landscape plan that complies with section 32.7 9 0 Outdoor lighting. ❑ Outdoor lighting information including ❑ a photometric plan with ❑ location,description, and photograph or diagram of each type of outdoor lu.mina.ire 11 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. 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) V 2 Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy) g 3 Label the maximum height of all retaining walls (Albemarle County Engineering Policy) t/p❑ 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 -Pf ' ` ' 44"''- Albemarle County-Final Site Plan Checklist • 1Ji ❑ 5 Show and label stream buffer Tinits (Water Protection Ordinance, Whf'r3 1S 6 Indicate the deed book and page reference for all existing utility easements located on the property (Albemarle County Service Authority) rh ❑ 7 Tier 3 -Draft or Final Groundwater Management Plan (WPO Section 17-403) olp ❑ 8 Tiet 4—Aquifer testing work plan (WPO Section 17-403) Read and Sign In lepresentmg the above referenced firm submitting this plan foi final appi oval,I hereby sate that,to the best of my knowledge,the attached plan contains all information icquired by this checklist .//719 Signatut of Owner,Contract Purchase‘Agen Date Punt Name Daytime phone number of Stgnatoiy RECEIVED MAY 0 8 2019 COMMUNITY DEVELOPMENT REVISED 06/10/2015 Page 4 of 4 411 MERIDIAN N PI ANNING GROUT, LLC Engineering• Surveying• Planning 440 Premier Circle Suite 200 Charlottesville. 'A 22901 Phone 434 882 0121 April 22. 2019 +1.1H meudranwbe coin Albemarle County Planning Department 401 McIntire Road Charlottesville, VA 22902 RE: IMP 79-4A and TMP 79-4P MINOR SITE PLAN AMMENDMENT FOR FLOOR FASHIONS CRITICAL SLOPES WAIVER REQUEST Dear Planner This is a Critical Slope Waiver Request for Floor Fashions a The critical slopes that will be disturbed arc in grassed areas b The two parcels have a total area of 6 59 Acres c The approximate area of critical slopes on the two parcels is 0 75 acres. which equates to 11 4% of the total area of the two parcels d The approximate area of critical slopes to be disturbed is 0 35 Acres, which equates to 46 7%of the total area of critical slopes Section 4 2 5(A)(I) i Rapid and/or large-scale movement of soil and rock The proposed grading will be completed in a manner such that a small-scale movement of soil and rock from one part of the property to another. There will be no large-scale movement of soil and rock to or from the site. it Excessive stormwater run-off A permanent storm sewer pipe will be installed prior to movement of soil and rock to convey off-site run-off through the construction site. The total drainage area above the critical slopes to be disturbed is approximately 0.5 acres. The stormwater run-off from this small drainage area will be minimal. in Siltation of natural and man-made bodies of water Adequate erosion control measures will be provided in order to ensure that siltation does not leave the property. These erosion control measure will be required as part of the site plan approval process. iv Loss of aesthetic iesources The proposed improvements will have no effect on the aesthetic resources. v In the event of septic s}stem failure, a greater travel distance of septic effluent (collectively referred to as the "public health, safety and welfare factors")that might otherwise result from the disturbance of critical slopes The critical slopes that will be disturbed by this project will not be detrimental to the public health, safety and welfare since the area to be disturbed is so minimal, there will not be any public access to the area during the construction. There are no septic systems within the critical slopes to be disturbed. 1 Page 1 410 Please let me know if you need additional information. Sincerely. Timothy Miller. P E , L S Principal Fee Received , Received Date RECEIVED 5 • S " Wlq MAT 081019 ived By COMMUNITY DEVELOPMENT Page 2