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HomeMy WebLinkAboutSDP201600064 Application Final Site Plan and Comps. 2016-10-24Albemarle CammuriityDevelopment Dep2r4f401hAclntireRoadCharlottesville,VA 22902-4. Voice:(434)296-5832 Fax:(434)972-4- 4: Planning Application PARCEL)OWNER INFORMATION TMP 08000-00-00-02100 Owner(s): CANAAN CHRISTIAN CENTER Application # SDP201600064 PROPERTY INFORMATION Legal Description I ACREAGE Magisterial Dist. I Rivanna Ld.Land Use Primary Residential—Single-family(incl.modular homes) Current AFD Not in A/F District current Zoning Primary Rural Areas APPLICATION INFORMATION Street Address 860 HACKTOWN RD KESWICK, 22947 Entered Judy Martin Application Type Site Development Plans 14I21Ffza16_ Project Canaan Christian Church Final Received Date 10/20/16 Received Date Final Submittal Date 10/24/16 Total Fees 16 Closing File Date Submittal Date Final Total Paid 16 Revision Number Comments Legal Ad SUB APPLICATION(s) Type Sub,ApOipatifxil Con meat a1-1 APPLICANT I CONTACT INFORMATION ContaotType I Name I Address J CityState Zip I Phone I PhaneC( ownitly4plicant !CANAAN CHRIST/AM GEMTER 13045 IVY RI) CHARLOTTESVILL 122903 Primary Contact WILLIAMS ENTERPRISES INC./ROBERT WI 32 ARROWHEAD DRIVE, STE. 1 RUBY, VIRGINIA 22545 5402261203 Signature of Contractor or Authorized Agent Date s Application for a . Initial Site Plan or Final Site Plan or Site Plan Exception w#, : Project Name: Canaan Christian Church Tax map and parcel(s): T.M. 80 Parcel 21 Zoning: RA Contact (who should we contact about this project) Williams Enterprises Inc (Robert Williams) Street Address 32 Arrowhead Drive, Suite 101, Box 67 City Ruby state Virginia Zip Code 22545 Phone Number 540-226-1203 Email we.inc©Iive.com Owner of Record Canaan Christian Center Street Address 3045 Ivy Road City Charlottesville State Virginia zip Code 22903 Phone Number 434-295-5050 Email pastorajulia©fetec.org Applicant Canaan Christian Center Street Address 3045 Ivy Road City Charlottesville State Virginia Zip Code 22903 Phone Number 434-295-5050 Email pastorajulia@fetec.org Type of Development Residential la Non-residential Type of unit(s):Commercial Industrial of building(s):Quasi-Public Sq.ft.of building(s):Sq.ft.of building(s): 5,500 of units per building:Acreage of site: 6.903 Total#of units:Acreage in open space: 6.0 Resulting density:Acreage in roads: 0.235 Acreage of site:Average gallons of water used per day: 600 Acreage in open space: Acreage in roads: Average gallons of water used per day: FOR OFFICE USE ONLY SDP# 113E4aLL B1 l`` Receiptd PQ [l Igo By:Fee Amount S Date Paid who' 1 (i ; ',t Ck# , ounty of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 Intended use or justification for request: Owe itome Church Comments/Attachments: Special Use Permit SP2014-16 was approved on October 14, 2015 Initial Site Plan was approved on September 13, 2016 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 U $752 plus 516/dwellingU $1,290 plus 516/dwellingU $1,613 unit and/or$0.016 peunit and/or$0.016 per 1,613 square foot of square foot of nonresidential structure nonresidential structure 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 lamer than 11 by 17 in. U The initial site plan has a parking structure. U The final site plan has a parking U 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) U If the plans show a use using less than 2,000 gallons/day(average) Tier 3 Groundwater Review=$548 U If the plans show a use using greater than 2,000 gallons/day(average) Tier 4 Groundwater Review=$1,183 U Special Exception=$457 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 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 Fin; ' a • To the best of my knowledge,I have complied with Section 32.4.3.1(a)of Chapter 18 of the Code. September 30, 2016 Signature of Owner,Contract Purchaser,Agent Date Pastora Rosa Hernandez 434-760-2352 Print Name Daytime phone number of Signatory Finite Development Checklist Project Name: 6444-41 l"5!1 Vrz+1. Firm: W J i ff' r l < e This checklist must be completed,signed ands %' , 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 ofAlbemarle 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 fm,1 site plan has: initial site plan that was approved for the development and it remains valid; SDP-201V - GC0+:3 a''sfied all of the requirements of section 32.6 below;and a 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. ly Authorjzed preparer. 3, The plan,and any amendments to a plan,is prepared and sealed,signed and dated by one of the following j/' 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. lfNumbezr of copies when first submitted. EU/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. Q Scale 9d size. U 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 jri a particular case. Other scale approved -one(1)inch equals/flap I feet,by C9 No sheet exceeds forty-two(42)inches by thirty-six(36)inches in size. I i The plan IS prepared on one(1)sheet.OR CI The plan IS prepared on more than one(1)sheet and match lines clearly indicate where the several sheets join. Gil/The top o each sheet is appmxima ,,Ix u' North or P East I2 Dimensions. The plan is dimensioned to at least the following standards for accuracy: IJ Boundary,setback and zoning lines:Within one one-hundredth(0.01)of a foot. l Existing contours:Within one-half(1/2)of the contour interval required in section 32.6.2(c). CIProposed contours:Within one(1)foot horizontally and vertically. Spot elevations:Within one-tenth(0.10)of a foot. Ly 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. Albemarle County-Final Site Plan Checklist Site Plan Ordinance Section 32.4 Contents offinal site plan r/ In addition to containing all of the information required to be on an initial site plan, as provided in section 32.S, a final site plan shall contain the following: E( Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are satisfied. E Proposed grading. 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. U Detailed plans for proposed water and sewer facilities,including all pipe sizes,types and grades; U 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; U 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; U all sewer appurtenances by type and number; U the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. Q Dramage and grading plans. 3' Detailed cons tion 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; fig'Profiles of all storm sewer systems showing existing and proposed grades; Gd/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 Ilow field stake out of all proposed work from the boundary lines; p' 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 OA legend showing all symbols and abbreviations used on the plan; Gd' General notes,typical sections,and details of all items not covered by Virginia ofrDepartment 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 develnnment Albemarle County-Final Site Plan Checklist Str t sections. r4 Typical street sections together with specific street sections where street cut or fill is five(5)feet or greater; denterline curve data; EUvzradius of curb returns or edge of UT/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; l' 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. 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. Signature panel. d' Signature panel for signature by each member of the site review committee. C( Parkin and loading areas. a For all s.,king and loading areas, indicate the size, Lj angle of stalls, W /'width of aisles and specific number of spaces required and provided,and L?method of computation. Indicate type of surfacing for all paved or gravel areas. El(Landscape plan. 13/A landscape plan that complies with section 32.7.9 ItOutdoor lighting. Outdoor lighting information including a photometric plan with location,description,and photograph or diagram of each type of outdoor luminaire. t 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. 51.Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) E(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) IJ4.Provide copies of off-site easements,or letters of intent to grant them from off-site property owners. Albemarle County Engineering Policy) Albemarle County-Final Site Plan Checklist fi r'' Ni 5. Show and label stream buffer limits. (Water Protection Ordinance,WPO) 14'6. Indicate the deed book and page reference for all existing utility easements located on the property. Albemarle County Service Authority) L9" 7. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403) DV¢ '/ V'/ /r,1/6 j' I*8. Tier 4—Aquifer testing work plan(WPO Section 17-403) Read and Sign In rep •: r:the abov- refere ed fi : submitting this plan for final approval,I hereby sate that,to the best of my knowledge,the attached plan contain•all' fo , .;on\qui -' by this heck list. 4 II 4/1111 Si LA * Ai, of Owner,Comet ' g,Agent Date r .Aye-,.,A Ai ; Print : e ' Daytime phone number of Signatory