The URL can be used to link to this page

Home My WebLink AboutSDP200700067 Plan - Approved 2007-07-08MINOR AMENDMENT TO FINAL SITE PLAN FOR AIRPORT INDUSTRIAL CENTER, LOT 5 TM 32 PARCEL 17E4 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA SITE DATA LEGAL REFERENCE: LOT 5, A PORTION OF TM 32 PARCEL 17E4 ISOURCE OF TITLE: DB 3031-189 OWNER: SMITH -STOCKHAUSEN LLC SCHEDULE: Existing Waterline --0/E-- Overhead Electric 1411 SACHEM PLACE, SUITE 2 Power Pole PRE -DEVELOPMENT % POST -DEVELOPMENT CHARLOTTESVILLE, VA 22901 BUILDING: 0 SF 0 DEVELOPER: ROB STOCKHAUSEN 24.7 PAVED: 5,018 SF 170 S PANTOPS 16,282 SF 40.6 PERVIOUS: 35 091 CHARLOTTESVILLE, VA 22911 87.5 13.907 SF Tm 32 Par 17B5 40,109 SF 100 RT. 649 Charlottesville ZONING: LI: LIGHT INDUSTRIAL Property, INC DB 2267-454 A CRITICAL SLOPE WAIVER HAS BEEN APPROVED FOR THIS SITE DB 1126-281 DISTURBED CRITICAL SLOPE AREA IS APPROXIMATELY 1,600 SF Zoned- LI MAGISTERIAL DISTRICT: RIVANNA Use: Industrial SOURCE OF BOUNDARY SURVEY: PLAT BY ROUDABUSH,INC. SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. BENCHMARKS: EXISTING MANHOLE ON PARCEL 17E6. ELEV 602.67 USGS DATUM. SETBACKS: THERE ARE NO BUILDING OR PARKING SETBACKS ASSOCIATED WITH THIS SITE. MAXIMUM BUILDING HEIGHT: 35' MAXIMUM NUMBER OF EMPLOYEES: 12 PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2° - SM -9.5A SURFACE MATERIAL SIDEWALKS: 4" - 4000 PSI CONCRETE PARKING SCHEDULE: WAREHOUSE REQUIRES 1 SPACE PER EMPLOYEE PLUS ONE SPACE PER EACH 500 SF OF FLOOR AREA OPEN TO THE PUBLIC, OR A MINIMUM OF 2 CUSTOMER PARKING SPACES. THERE WILL BE A MAXIMUM OF 12 EMPLOYEES AND NO FLOOR AREA WILL BE OPEN TO THE PUBLIC. SPACES REQUIRED: 12 EMPLOYEE SPACES 2 CUSTOMER SPACES SPACES PROVIDED: 12 EMPLOYEE SPACES 3 CUSTOMER SPACES TOTAL SPACES PROVIDED: 15 (INCLUDES 1 HANDICAP SPACE) ESTIMATED TRIP GENERATION: 120 TRIPS/DAY. LOADING SPACES REQUIRED/PROVIDED: 1 / 6 CURRENT USE: VACANT PROPOSED USE: WAREHOUSE; FAR 0.25 LAND USE SCHEDULE: Existing Waterline --0/E-- Overhead Electric PP Power Pole PRE -DEVELOPMENT % POST -DEVELOPMENT % BUILDING: 0 SF 0 9,920 SF 24.7 PAVED: 5,018 SF 12.5 16,282 SF 40.6 PERVIOUS: 35 091 SF 87.5 13.907 SF 34.7 TOTAL: 40,109 SF 100 40,109 SF 100 0 0 Ur N I LU 00 0 00 N 0 z F PARCEL PLAN FOR AIRPORT INDUSTRIAL CENTER LOT 5 Tm 32 Par 17E3 Wendell W. Wood DB 1892-508 DB 827-097 Zoned.- LI Use: Vacant S81'3752"E 1 I I I Existing 15' Drainage Easement I DB 981-125 I I Tm 32 Par 17E4 \ I I I Smith -Stockhausen, LLC I I I DB 3031-189 I I DB 1035-659 I I I 0.921 ACRES I Zoned• LI Use: Vacant I I o I I ~6 " I z I W New 20'X18' Water Easement a N I Tm 32 Par 17E2 Q -- Donald W. & Deborah Hereby Dedicated To ACSA 'U I C. Foster w 00 3 I DB 1914-565 3 L) IMI DB 981-123 Zoned-- LI I Use: Industrial 11 " IC/) I I I II II I I Existing 20'X16' Water Easement I I To Be Vacated 145.18' 181'37 52 W I I 17r71R _ I I New 20'X8' V Tm 32 Par 17E5 Water Easement"` I William E& Lori W Hereby Dedicated I I Hopkinson To ACSA APPROVALS DATE DB 2468-742 I I DEPARTMENT OF COMMUNITY DEVELOPMENT I DB 2306-639 PLANNER/ZONING I DB ned I34 I I I ENGINEER Use: Industrial INSPECTIONS I ARB I DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY 1 VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 01I Tm 32 Par 17E1 Sarah B. Pietsch DB 827-097 Zoned: LI Use: Industrial 20 0 20 40 .. a �S VICINITY MAP LEGEND --W/E-- Existing Waterline --0/E-- Overhead Electric PP Power Pole .a New Light Pole MH Manhole FH Fire Hydrant WM Water Meter BPD Backflow Prevention Device 500 Existing Contour TS&V Tapping Sleeve & Valve x50.0 Proposed Spot Elevation 500 Proposed Contour 7 0 New Pavement Existing Critical Slopes DRAWING INDEX S1 of 5 COVER SHEET S2 of 5 SITE PLAN S3 of 5 GRADING & UTILITIES S4 of 5 LANDSCAPE PLAN S5 of 5 PROFILES & DETAILS SITE SPECIFIC NOTES 1. MAXIMUM NUMBER OF EMPLOYEES WILL BE 12 2. MAXIMUM SQUARE FOOTAGE FOR INDUSTRIAL SHALL BE 9,920 SF. 3. MAXIMUM AMOUNT OF IMPERVIOUS COVER SHALL BE 26,202 SF 4. PROPOSED USE IS A WAREHOUSE, MAXIMUM ACREAGE IS 0.921 AC. 5. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 6. EXISTING LANDSCAPING CONSISTS OF GRASSED CLEARING AND DECIDUOUS WOODED TREELINE ON THE SOUTH SIDE. 7. LOT 5 IS NOT IN A FLOOD ZONE. 8. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 9. STORMWATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE DETENTION POND AS SHOWN ON THE PLANS. 10. WATER QUALITY FOR STORMWATER RUN-OFF SHALL BE PROVIDED BY THE BIO -FILTER SHOWN ON THIS PLAN. 11. ALL IMPERVIOUS AREAS SHALL DRAIN TO THE BIO -FILTER. � ` V MOTHY RAY MILLER Lic, No. 30542 lk?_0. G NO.1 DESCRIPTION I DATE W E—+ U7 M C V t W, n .v, SIof5 � - LC E t 8 DNN2> oQ�_� Svv imm r V N �+ 7 V E "r C CL 0 7 0 -u CD c � —0Qli � ` V MOTHY RAY MILLER Lic, No. 30542 lk?_0. G NO.1 DESCRIPTION I DATE W E—+ U7 M C V t W, n .v, SIof5 HI 31805F MECHANICAL /STORAGE II RE5TROOM MECHANICAL/STORAGE II RESTROOM 1—Story Building Area = 8,400 SF Elevation = 571.8 Use = Light Industrial 52205F 12' Trench Dran - WA,DM Bening G IN Out -568.80 5T-9 -� �NN�> �Q�`9K V n1Q,m.0 SI.T J s 0 FLI E nr ESI a - U 0 �sy O m m ro Leve[ Spreader E 1� 2 SP ®9 X 18 WGx6 rmw m 0 G A Treated Timber it a pITN pA.` IIT y Ray Miller a n t' Lic. No. 30542 GR 2 GUWVtNL SSS/ONAL ANG 4 Revisions: x _ NO.1 DESCRIPTION DATE I 1 , � - ; Cwnt omments09,1707 ti y 1Z tii t �yy }yyY � i RETANING WALL'S MAX HEIGHT = 4' ^^ W ; n I' Deep Fined Rome w m W/2:1 5& 50ft E-+ m � o a 350 SIGHT DISTANCE 150 SIGHT DISTANCE 620 TO STATE ROUTE G49 Nr` O 5T.5 N � v o 0 IL r aro Cut 0 w a � F- Z L) o F 7 z b � � U Q W O �. � � Q F z >_——� Sheet No: 10 010 30 SCALE 1" 10 S2 of 5 /D I I •, L J F - - - ';♦''; 12' Garage Doar I I L s; F _.. II �• I I L r---� 12'GwWDoorl •:•: I (Tyr.) I I I L___J F---� ; I I .s. L ---J 12' Trench Dran - WA,DM Bening G IN Out -568.80 5T-9 -� �NN�> �Q�`9K V n1Q,m.0 SI.T J s 0 FLI E nr ESI a - U 0 �sy O m m ro Leve[ Spreader E 1� 2 SP ®9 X 18 WGx6 rmw m 0 G A Treated Timber it a pITN pA.` IIT y Ray Miller a n t' Lic. No. 30542 GR 2 GUWVtNL SSS/ONAL ANG 4 Revisions: x _ NO.1 DESCRIPTION DATE I 1 , � - ; Cwnt omments09,1707 ti y 1Z tii t �yy }yyY � i RETANING WALL'S MAX HEIGHT = 4' ^^ W ; n I' Deep Fined Rome w m W/2:1 5& 50ft E-+ m � o a 350 SIGHT DISTANCE 150 SIGHT DISTANCE 620 TO STATE ROUTE G49 Nr` O 5T.5 N � v o 0 IL r aro Cut 0 w a � F- Z L) o F 7 z b � � U Q W O �. � � Q F z >_——� Sheet No: 10 010 30 SCALE 1" 10 S2 of 5 /D I t" 1' ;rL'• �r) .��r �t,� o♦��'�♦♦•'�♦♦. III .' „ I., .tet•. � �' •s}U�qe_ >. ..! ♦ ♦♦ ♦ Y 1, I Stockhausen, D•303,1-189 1 r C I • • ' \ • 3160 Crw Zo7y'ed: LI 11 1us Vacant '—J MECHANICAL/STORAGE RE5Ttoom MECHANICAL/5TOIl RESTROOM r �1 i i i fI /i t/ r / 1 I 1 r f I ' I �l I t" 1' ;rL'• �r) .��r �t,� o♦��'�♦♦•'�♦♦. III .' „ I., .tet•. � �' •s}U�qe_ >. ..! ♦ ♦♦ ♦ Y 1, I Stockhausen, D•303,1-189 1 r C I • • ' \ • 3160 Crw Zo7y'ed: LI 11 1us Vacant '—J MECHANICAL/STORAGE RE5Ttoom MECHANICAL/5TOIl RESTROOM t. t T- W fn 1 -Story Building I I ' ! E d / Area < 8,400 SF I l I TRUCK LOADING r w T 3 RAMP a - Elevaion - 571.8 I I I Use = Light Industrial L' — — — -s I 1 t T-4 � I I / 1RuacLOAD } RtrAxfiNG WALL •-..7 RAJL j MAX III -4' ! �'•� i L ---J ' ' 5220 5F oT 2 Gna/ o I ge Doa / T- / I I am.) I 1ROCKfoaDING n.ee p Slam x o f y""" - / Crab Cut \ "" LCC , NG .DOCK -1 (2) �� r N a - oat -sGa eo LANDSCAPE SCHEDULE ,� .— .. , HEIGHT CTA TALY . 4 .. %' -• �' TREE BOTANICAL 8 D MINIMUM QUANTITY CANOPY c3 / � KEY COMMON NAME CALJPER P G PLANTED 10 YEARS - .. AREAN O ° _. _. , __._.... .. ._ .�..a..._. _..... ... ✓ .._._.... __ Celtis x occidentalis ...� T-1 2 1/2' - 6 572 sf 3,432 sf t, Hackberry LA� O WM NTNG WALL _SLC•I Caltrate Girard '�....� .. S mbar u Z U HWKT - IO "'�,. �\.. , . - LigwdaSweet utmaciA 2 /2•... 4 249 sf _.._.996 sf ,--. a_....,.......�.�«..M T 2co Rdocsted Fve Hydrxit " \\ a is si • C rc' Conoden 's .r �� _ 1 1/2" - 7 124 sf 868 sf 0 N \ Eastem Redbud E -H -4� ,fl S 150' SIGHT DI$ AFCE ---► Comus Florida E - � 350' 9K,t1T DISTANCE _ _ 620' TO STATE ROUfE G49 } Flowering Dogwood / 9 sf 1116 sf DOBLE�NN DRIVE T4 112 ,24 Q ''` % O.presw purrs Leylmdii T-5 1 1/2" 4'-5' 16 23 sf 368 sf �\ ', Leyland Cypress 21 - - / S-1 Inikberry Holly "Nigro 24" 34 a .� Total Canopy 6760 ev co -- ............. ._ .i _.__. ---.. _ % _ _ % __ _ LANDSCAPE REQUIREMENTS � o \ / / "= : ,r"`-..'� !,� ;' {� "^�...�__ INTERIOR (PARKING) TREES: cam. AREA REQUIRED: 0.05.10,509 SF=525 SF a % J QUANTITY REQUIRED: , TREE PER 10 PARKING SPACES 15/10 y ._.._ .. = 2 TREES Sheet No: QUA TITY AREA DED:1 PROMDED:11 '50 SF / TREE = 550 SF TOTAL CANOPY: l \ , PROADED: 6780409 SF = 4,011 SF S4 of 5 VOOT /3. /357• #5, /56 OR Y57 COU25E AGGREGATE IN VANRED WIRE MESH BASKET • FILTER CLOTH GROUND 7' MIN. UNDISTURBED SOIL CROSS SECTION VARIABLE (MIN. 7') SECURE WIRE MESH TO TIMBER 6X6 TREATED TIMBER 6• MIN. -� MIN. 6' 2:1 OR FLATTER LEVEL SPREADER WITH RIGID LIP • MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. a SPEC. 3.19. RIPRAP SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Yam PLATE: 3.21-2 PERSPECTIVE VIEW LAST 20' OF DIVERSION NOT TO EXCEED 1% GRADE NOTE: ALL TEMPORARY BERMS, SWALES AND LEVEL SPREADER DITCH MUST RECEIVE TEMPORARY SEEDING IMMEDIATELY AFTER INSTALLATION r 1 •� n.�-. •e •r' ,. u' •u •III, ,r, r.q. .I -r PLATE: 3.21 -1 WR NN D� .t ...... !. _.JT - .1............... 1 585 Profile 585 580 _. _... ........580 (Hort); Existing Grade "'.. 575 575 --� 575 Slope Nit Prof: Ailoort Lot 5 "....�:.:, 570 :. ,, -- 570 010 County: Alhenrrie SCc 1 565 .: _. T.: _ 565 0+00 0+50 1+00 1+50 2 Profile For SCCl $5 scab. 1•=30' (Hort); 1'=10' (Yert) 5 Guardrail Detail S5 Not To scale-__ _-- 580 2 580 uhtiona agog .Existing Grade... 575 SS3 "... 575 Tc 12 Route: Dod*Ann Ddw Slope Nit Prof: Ailoort Lot 5 nselect n=.03 Vel 570 a -' F _ 570 010 County: Alhenrrie SCc 1 565 .: _. T.: 565 560 .._ 560 0+00 1+00 1 Level Spreader 6 Profile For 8" Storm Sewer S5 Not To Scale $5 Scale: 1'=30' (Hors): 1'=10• (Vert) 8 Calculations for 8" Storm Sewer S5 Not To Stele 565 LD -229 S+artn Drain Deeign Com uhtiona $5 .Existing Grade... 555 - - -- 555 0+00 0+50 Tc 12 Route: Dod*Ann Ddw Slope Nit Prof: Ailoort Lot 5 nselect n=.03 Vel n=05 On VEL n=.015 DEP On DEP 110 010 County: Alhenrrie SCc 1 District: Descri Ion: Pipe Cakal0IJ0rls From To Point ICatch I Runoff Jim JAccurn I Tat I Tot Tot Up jun 1PIps Im lPipe Pipe IVOWTY 1Fbw time Point A Coes AC IAC LRC I Int Flaw I kwI'm Len IS Dim Cap Inc (ac) (min) (1Nhr) I (cfs) EI EI I (t) % (In) (cls) WS)(min) 1 23 4 5 5 7 8 9 10 11 12 13 11 15 18 17 Trenchdlain Outfall 0.22 0.90 0.20 0.20 5.0 6.8111. 588.80 568.11 81 3.30 S 2.65 6.11 0.17 8 Calculations for 8" Storm Sewer S5 Not To Stele 565 Final Grade 565 560 __.. - '--. :: 560 $5 .Existing Grade... 555 - - -- 555 0+00 0+50 (M Profile For SCC2 $5 Scale: 1"=30' (Hera); 1'=10' (Vert) Channel Existing. Grade 565' _... _. 565 5601 - .560 0+00 Ina Grade /'4--'� Profile For SCC3 $5 / Scale: 1•=30' (Hort); 1'=10' (Vert) STORMWATER CONVEYANCE CHANNELS SCC W D LINING 1 0 1.0' Existing Concrete 2 0 1.0' Concrete 3 0 1.7 VDOT EC -2 Blanket/Matting A S5 / Not To Scale Airport Industrial Park, Lot a LD -268 Roadside Ditch Calculation Ile Plan Arniondmen Earth Protect" Lining STA STA DA C CA Inc Act Tc 12 Q2 I Slope Nit jAilow Vel nselect n=.03 Vel n=05 On VEL n=.015 DEP On DEP 110 010 DEP Remarks SCc 1 10 11.6 0.53 0.64 0.339 0.339 5.0 5.5 1.96 0.100 4.0 0.015 0.03 0.30 7.07J240O.33 PavedSCC 2 10 10.5044 0.8 0398 0.398 5.0 55 2.17 O.t40 4.0 0.015 0.03 0.30 7.D7 Paced Dkch SCC30.82 0.5 0.31 031 11.0 4.0 1.25 0.010 4.0 0.05 0.085.43 EC -2 S5 J Not To Scale v=�6 ISO-- N N < <Z2 () <� . n J i um0�i 92 Ill Nvv N _ E k C 0, 7 -v 0 0 C >� E m O Q �t< Oeo die ea . P5�pP�� ya etG o��E t,l T N OF qi � 9c Ti thy Ray Miller L/icc.�Njo. 30542 , 51 R' CD 4•r z I W E-• in z w s LO O a IBM S5 of 5