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HomeMy WebLinkAboutSDP201300006 Application 2013-01-22 Albemarle Coc,,,,ty Community Development Department 40Micintire Road Charlottesville,VA 22902-4596 13 Voice Application Voice:(434)296-5832 Fax:(434)972-4126 1PARCEL/ OWNER INFORMATION TMP 076M1-00-00-01500 Owner(s): PEABODY SCHOOL, THE Application # SDP201300006 PROPERTY INFORMATION Legal Description MILL CREEK INDUSTRIAL PARK PARCEL 5 Magisterial Dist. Scottsville Land Use Primary Semi-public Current AFD Not in A/F District Current Zoning Primary Planned Unit Development APPLICATION INFORMATION Street Address 1232 STONEY RIDGE RD CHARLOTTESVILLE, 22902 Entered By Todd Shifflett Application Type Site Development Plans 01/22/2013 Project 'Peabody School - Final Received Date 01/22/13 Received Date Final Submittal Date 01/22/13 Total Fees 1500 Closing File Date Submittal Date Final Total Paid 1500 Revision Number Comments Legal Ad SUB APPLICATION(s) ,Typa 1 Sub Applicati .,::.m..... Comment Tina[Site tXev±alopiment.:pian:.: ;;;.::,j 1:.211,13:; 'APPLICANT/ CONTACT INFORMATION ContactType I Name I Address Ci State I Zip 1 Phone 1 PhoneCell o C r/A piicarrt' PEABODY:SCHOOL,.THE 11232 STONEY.RIDGE,RD. .: CHARt O fT 5VIU _`22902-81. Primary Contact 4 SCOTT COLLINS - COLLINS ENGINEERIN 200 GARRETT STREET,SUITE CHARLOTTESVILL 22902 4342933719 Signature of Contractor or Authorized Agent Date I 0 U- OK a c b c le.3 alication for `` v pp zw Initial Site Plan or Final Site Plan or Site Plan Exception Project Name: P64/3.D1 SG/IAJL P4/44 s! �Krr✓ / /rlfi✓lJ/hf� / Tax map and parcel(s): 7(cA f(- if? Zoning: T-7647 - ��%n er Ct fe- Contact Person(Who should we call/write concerning this project?): 5�a j/ ( /,h s - (o/(t n 5 r2G�r•1 CPh`yt�f Address City State Zip J Daytime Phone( ) Fax#( ) E-mail Owner of Record: tGf.bi".0( S r'hG,31 Address /.232 S g(47e i(4(t 1 City Cry 6iyATlt' i1/e State 1/a. Zip -' '/6,e' Daytime Phone( ) ✓ Fax#( ) E-mail Applicant(Who is the Contact person representing?): 6/4)15)15 6h , KJ' Address , 4'U &Errt PC • }e•<<fe City rla-y 147YSV(//e State j//4 Zip -2.29c:,.2 Daytime Phone(1) 217-5 .5'7/9 Fax#( ) E-mail 31-z1/7.4,'eel t'rt,S e.y;z7 e'en rtG7.<4 Type of Development ❑ Residential ❑ Non-residential Type of unit(s): El Commercial ❑ Industrial #of building(s): ❑ Quasi-Public Sq.ft.of building(s): c Sq.ft.of building(s): #of units per building: Acreage of site: Total#of units: Acreage in open space: Resulting density: Acreage in roads: Acreage of site: Average gallons of water used per day: Acreage in open space: Acreage in roads: Average gallons of water used per day: Intended use or justification for request: / / / / h'4g fri✓c e/ .mot 4ce`/ Pi eeea 62Gxcf fry,-r 1 CC fr/mnag,u+rt 6zr� f e ii gr-6 41 S 1 �`j C CA'/ 711L� ;Ci FOR OFFICE USE ONLY SDP# Fee Amount$ 1 �.5121 Date Paid .._ lam By who? I `r` • / I j7 t# 1r74 Ck# RL^r-X-4 By: I t ' ..-' County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 Revised 1/1/2013 Page 1 of 2 Comments/Attachments: Y,um,, „ierie 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 ❑ $700 plus$15/dwelling ❑ $1,200 plus$15/dwelling 14 $1,500 ❑ $1,500 unit and/or$0.015 per unit and/or$0.015 per square foot of square foot of nonresidential structure nonresidential structure $ $ 16 folded copies of the plan 2 folded copies of the plan in blue or black ink,and 8 folded copies of the plan phis an additional 6 copies if within an Entrance Corridor 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=$510 ❑ If the plans show a use using greater than 2,000 gallons/day(average) Tier 4 Groundwater Review=$1,100 ❑ Relief from conditions of approval;modification or waiver of requirements=$425 Notices required by Section 32.4.2.1 (f) Preparing and mailing or delivering up to fifty(50)notices=$200.00 plus the actual cost of first class postage. Preparing and mailing or delivering,per notice more than fifty(50)=$1.00 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. 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 of Chapter 18 of the Code as the case may be. For Final Plans Only:To the best of my knowledge,I have complied with Section 32.4.3.1(a)of Chapter 18 of the Code. ❑ I am consenting to all correspondence from Albemarle County be in any of the following forms in writing;by first class mail,by personal delivery,by fax or,by email. ❑ I am not consenting all correspondence from Albemarle County in the form of fax or email. ififiZe'13 Signature of Owner,Contract Purchaser,Agent Date ell s i3 2'it Print Name Daytime phone number of Signatory Revised 1/1/2013 Page 2 of 2 Final e Development Plan , � Checklist Project Name: P4•r444,0 S4.1{170L 'Sae- a6/7i /214"i 441:1A4/%40-7 Firm: 6,4464 J%I(Gt' 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 final site plan has: ❑ an initial site plan that was approved for the development and it remains valid; SDP-20 - Sr 2041-30 atisfied all of the requirements of section 32.6 below;and L7 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. ❑ Authorized preparer. Er 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. B' 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. Number of copies when first submitted. lir Two(2)clearly legible copies in blue or black ink of the plan,in the scale and size required below,and O'''One(1)reduced copy of the plan no larger than eleven(11)by seventeen(17)inches in size. Er Scale sod 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. ❑ Other scale approved -one(1)inch equals ( )feet,by No sheet exceeds forty-two(42)inches by thirty-six(36)inches in size. ❑ The plan IS prepared on one(1)sheet. OR 61-'the plan IS prepared on more than one(1)sheet and match lines clearly indicate where the several sheets join. a The top of each sheet is approximately North or ❑ East 0'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. Ur-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. UV/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. 0/Proposed structures,roads,parking lots and other improvements:Within one one-hundredth(0.01)of a foot. 1/1/2013 Page 1 of4 Final e Development Plan ,, Checklist " ` C Project Name: ESJS /246k fi-- ?L S/7: 1914,, Firm: 41.44,4 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 final site plan has: tr an initial site plan that was approved for the development and it remains valid; SDP-20(2. - (7U U 31) ,�S)15 5/444k satisfied 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. C'I�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. 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. a Number of copies when first submitted. O Two(2)clearly legible copies in blue or black ink of the plan,in the scale and size required below,and d One(1)reduced copy of the plan no larger than eleven(11)by seventeen(17)inches in size. 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. 0'" Other scale approved -one(1)inch equals ft77 ( 1")feet,by CrNo sheet exceeds forty-two(42)inches by thirty-six(36)inches in size. ❑ 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 top of each sheet is approximately 13� North or ❑ East ar Dimensions. The plan is dimensioned to at least the following standards for accuracy: ti 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). Er Proposed contours:Within one(1)foot horizontally and vertically. dSpot 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. �J Proposed structures,roads,parking lots and other improvements: Within one one-hundredth(0.01)of a foot. 1/1/2013 Page 1 of 4 F -iarle County-Final Site Plan Checklist Site Plan Ordinance Section 32.6- C1wttents 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: Er Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are satisfied. Proposed grading. ki Proposed grading(up to twenty[20]percent slope,maximum two [2] foot contours; over twenty[20] percent slope,maximum five [5] foot contours). U—Water and sewer facilities. e Detailed plans for proposed water and sewer facilities, including all pipe sizes,types and grades; Cd' proposed connections to existing or proposed central water supplies and central sewage systems; 0' location and dimensions of proposed easements and whether they are to be publicly or privately maintained; (a" profiles and cross sections of all water and sewer lines including clearance where lines cross; C? all water main locations and sizes; valves and fire hydrant locations; El all sewer appurtenances by type and number; LI- the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. 4 Drains a and grading plans. 0' Detailed construction drainage and grading plans: 0" 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; iii Profiles of all storm sewer systems showing existing and proposed grades; l3 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 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 Er A legend showing all symbols and abbreviations used on the plan; Gir General notes,typical sections, and details of all items not covered by Virginia Department of Transportation standard drawings;and 0' 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 1/1/2013 Page 2 of 4 narle County-Final Site Plan Checklist a Street sections. Ii' Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; LS centerline curve data; Q' radius of curb returns or edge of pavement; La location,type and size of proposed ingress to and egress from the site together with culvert size; 1:1) symmetrical transition of pavement at intersection with existing street; LJ the edge of street surface or face of curb for full length of proposed street; Lk 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. Ur Public facilities and utilities. Er 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. Cd' 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. Er Signature panel for signature by each member of the site review committee. 13 Parkipg and loading areas. 0 For all parking and loading areas, indicate the i1 size, D angle of stalls, D 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. Dry Landscape plan. L A landscape plan that complies with section 32.7.9 1Y Outdoor lighting. /l/n- O Outdoor lighting information including ❑ a photometric plan with ❑ location, description,and photograph or diagram of each type of outdoor luminaire. Ei Recreational facilities. Er 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. la 1. Reference the benchmarks used for surveys. (Albemarle County Engineering Policy) Cr 2. Indicate the available sight distance for entrances and left turn lanes. (Albemarle County Engineering Policy) L1 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy) ❑Y 4. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners. (Albemarle County Engineering Policy) Revised 1/1/2013 Page 3 of 4 F zarle County-Final Site Plan Checklist © 5. Show and label stream buffer limits. (Water Protection Ordinance,WPO) 2' 6. Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle County Service Authority) Ir 7. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403) ❑( 8. Tier 4—Aquifer testing work plan(WPO Section 17-403) Read and Sign In repres ting the above referenced firm submitting this plan for final approval,I hereby sate that,to the best of my knowledge,the attached plan contains 11 information required by this checklist. (- zZ-13 Sign re of Owner,Contract Purchaser,Agent Date Print Name Daytime phone number of Signatory Revised 1/1/2013 Page 4 of 4 P -lade County-Final Site Plan Checklist Site Plan Ordinance Section 32.6-C o ttents 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: tr.Demonstrate compliance with chapter. Specific written schedules or notes as necessary to demonstrate that the requirements of this chapter are satisfied. f? 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). E Water and sewer facilities. a Detailed plans for proposed water and sewer facilities, including all pipe sizes,types and grades; C.' proposed connections to existing or proposed central water supplies and central sewage systems; O location and dimensions of proposed easements and whether they are to be publicly or privately maintained; Er profiles and cross sections of all water and sewer lines including clearance where lines cross; Q all water main locations and sizes;valves and fire hydrant locations; all sewer appurtenances by type and number; Ul the station on the plan to conform to the station shown on the profile and indicate the top and invert elevation of each structure. Ur Drainage and grading plans. Er Detailed construction drainage and grading plans: 6 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; a Profiles of all storm sewer systems showing existing and proposed grades; C]' 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; IX 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 LT A legend showing all symbols and abbreviations used on the plan; C7 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 1/1/2013 Page 2 of 4 P zarle County-Final Site Plan Checklist '41111/, Vale tr Street sections. O Typical street sections together with specific street sections where street cut or fill is five (5) feet or greater; d centerline curve data; O radius of curb returns or edge of pavement; 0- location,type and size of proposed ingress to and egress from the site together with culvert size; a symmetrical transition of pavement at intersection with existing street; 1:3' the edge of street surface or face of curb for full length of proposed street; at 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. Er Public facilities and utilities. 12 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. (a' 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. GI---Signature panel. LS Signature panel for signature by each member of the site review committee. 1i Parking and loading areas. f=1 For all jarking 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. Er Landscape plan. l A landscape plan that complies with section 32.7.9 © Outdoor lighting. M/ . ❑ Outdoor lighting information including ❑ a photometric plan with ❑ location, description,and photograph or diagram of each type of outdoor luminaire. ❑ Recreational facilities. /1114 ❑ 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. 8 1. 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) Er 3. Label the maximum height of all retaining walls. (Albemarle County Engineering Policy) 0r4. Provide copies of off-site easements,or letters of intent to grant them from off-site property owners. (Albemarle County Engineering Policy) Revised 1/1/2013 Page 3 of 4 A" narle County-Final Site Plan Checklist Now° w Cr5. Show and label stream buffer limits. (Water Protection Ordinance,WPO) W6. Indicate the deed book and page reference for all existing utility easements located on the property. (Albemarle County Service Authority) (3i 7. Tier 3 -Draft or Final Groundwater Management Plan(WPO Section 17-403) ❑ 8. Tier 4—Aquifer testing work plan(WPO Section 17-403) Read and Sign In represen ng the above referenced firm submitting this plan for final approval,I hereby sate that,to the best of my knowledge,the attached plan contains a information required by this checklist. Signatu of Owner,Contract Purchaser,Agent Date 501-La4 4 413(f-W-/631 Print Name Daytime phone number of Signatory Revised 1/1/2013 Page 4 of 4