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HomeMy WebLinkAboutARB202000076 Plan - Approved 2021-04-22 (3) MAJOR SITE PLAN AMENDMENT 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SDP2020-00018 - TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA LEGEND OWNER/DEVELOPER BUILDING HEIGHTS VICINITY MAP SCALE 1•=2000' Owner'Flow 1300 Richmond LLC Maximum Allowable 65 ft EXISTING NEW DESCRIPTION 500 W 5th St,18th Floor Maximum Proposed 35 R Winston-Salem NC27101 EXISTING USEm ttO PROJECT bthomas@flowauto.co v BOUNDARIES Automobile Sales,Services.and Display S BENCHMARK ZONING PROPOSED USE s `"b.� AREA `°"' SITE PROPERTY LINE HC-Highway Commercial Existing Automobile Sales,Services,and Display col —--— ADJACENT PROPERTY LINE Entrance Corridor C' -crun Flood Hazard Overlay District Additional Building end Perking Lot Area e Y Maximum Disturbed Area 4.62 acres O- BUILDING SETBACK Steep Slopes Overlay District,Managed&Preserved LAND USE SCHEDULE ®Hui sock ❑ PARKING SETBACK Dam Break Inundation Zone CARRIAGE .5,,.,ra,,.,,., Amendment to SDP199500042 EXISTING Area % HIII CONDOS SVille SITE TEXT With SP199400004 Building 39,330 SF 6.8% , Pavement 218787 SF 37.8% PARKING COUNT SETBACKS Sidewalk 5,334 SF 0.9% GLENORCHv TOPOGRAPHY Front(measured Porn right-of-way or exterior edge of sidewalk if the sidewalk is outside of the Undeveloped 315,799 SF 54.5% rightof-wayr Total= 579,250 SF (13.30 as.) oVERIOOk . INDEX CONTOUR Building: Min-10 feet,Max-30 feet' CONDOS y,.yxa M'�"ne _ INTERVAL CONTOUR Parking Min-10 feet,Max-None PROPOSED Area % •••re9N,son Hnspxa• O 'None on any lot abutting a principal arterial highway or interstate Building 53,263 SF 9.2% 311 5 x >fI SPOT ELEVATION Side 8 Rear(if abutting lot is zoned residential,rural areas,or Monticello Historic District) Pavement 253,263 SF 39.2% 8% 311 5 TC x ii Building: Min-50 feet,Max-None t,;, ._n:u•t i _ TOP OF CURB ELEVATION Sidewalk 4,550 SF 0.8% p f CONDOS Parking Min-20 feet,Max-None Undeveloped 290,945 SF 50.2% u L-r.. 311 5 TW x 1V TOP OF WALL ELEVATION Side&Rear(if abutting lot is zoned commercial or industriaq i4 "�10 311 5 BW x >I BOTTOM OF WALL ELEVATION Building: Min-Accordance with Building Code.Max-None Total= 579,250 SF (13.30 act.) STREAM Pa icorn ng' Mn-None,MaxMax-None PARKING SCHEDULE Mapp provided by Google STREAM BUFFER MAGISTERIAL DISTRICT Rivanna 100 YEAR FLOODPLAIN Automobile service station and truck repair shop.one space per each employee plus two spaces per each service stall BUILDING SOURCE OF TITLE 28 service stalls provided.2 employees per stall BUILDING TMP 78-6 DB 5272 PG 714 112 parking spaces required.maximum 20%allowable=134 parking spaces TMP 78-7 DB 5272 PG 714 123 parking spaces provided.5 HC parking spaces provided,total 128 parking spaces provided RETAINING WALL SOURCE OF BOUNDARY AND TOPOGRAPHY Motor vehicle sales.including automobiles,farm equipment and bucks one space per 1,500 square feet of display area STAIRS 57,880 sf display/sales area Boundary 8 topographic survey provided by' 39 parking spaces required,maximum 20%allowable=46 parking spaces EDGE OF PAVEMENT Roger W Ray 8 Associates,Inc.(01/07/2020),updated(03/16/2020) w/portion from LIDAR retrieved(01/30/2020) 40 parking spaces provided,3 HC parking spaces provided,total 43 parking spaces provided ROAD CENTERLINE Loading spaces.one space for the first 8,000 square feet of retail gross leasable area,plus one space for each additional 20,000 Delineation of LIDAR 8 Surveyed Topo Shown Sheet C3 --- FRONT OF CURB Topography Field Verified by Justin Shimp,P E(03/25/2020 square feet of retail gross leasable area approximately 57,580 0retail area BACK OF CURB BENCHMARK SHEET INDEX Mg 4 loading spaces required 4 loading spaces provided 38888 CG-12 TRUNCATED DOME Datum PortoCl COVER SIDEWALK topography is NAVD 88 TOTAL REQUIRED 151 PARKING SPACES(W/6 HC SPACES), IQI Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08 4 LOADING SPACES BIKE PARKING C2 SITE OVERVIEW 1 FLOODZONE TOTAL PROVIDED 171 PARKING SPACES HC SPACES), �Tj�l� V����'I HANDICAP ACCESSIBLE AISLE According to the FEMA Flood Insurance Rate Map,effective February 4,2005, 4 LOADING SPACES C3 EXISTING CONDITIONS&DEMOLITION SHIMP ENGINEERING HANDICAP PARKING (Community Panel 51003CO287D)a portion of this property does lie within al% ITE Trip Generation WONxr..ra 1arxon14e1t,,.arr.e.r•N lreoaRTarrem.r MATERIAL annual chance floodplain C4 SITE PLAN Poolgote•••••d-e+e••.10 r -'.,a'J K.--,._:'.1 CONCRETE RESERVOIR WATERSHED Trip Generation Manual,10th Edition AM PM .1.}".•+> ��� _- __: RIPRAP Use Desolation TIE DIY In out Tod In out Total C5 GRADING&UTILITIES +.+-+�� -w_�_�_� This site is within the Upper Rivanna River Watershed This watershed is not part of a watershed supply protection area. Automobile Sales(New 840 Menace Bays 37 20 57 78 35 63 ASPHALT STORMWATER MANAGEMENT PLAN Total 37 20 57 2e 35 63 C6 LANDSCAPING PLAN EC-2 MATTING 1 Development of this site resuhs in a net increase of 0 73 acres impervious area.To mitigate stormwater impacts on areas =Y; EC-3 MATTING downstream,specifically the intermittent stream at the back of the site that leads to Meadow Creek,a dry detention pond Trip Generation reflects AM and PM peak hour traffic. C7 LANDSCAPING DETAILS - ••••• WETLAND is to be constructed to capture the majority of runoff from new impervious areas on silo The detention pond will outlet to C8 LIGHTING PLAN ,i - the 100 year floodplain.A series of detention pipes existing on site are to remain,and drainage areas have been in �� �C _.. _ _ TREELINE checked to ensure the drainage area and/or curare number to these pipes have not increased SIGNS -5 —x — FENCE 2 Water quality will be addressed by purchase of 2.59 lbs nutrient credits to meet the VRRM redevelopment nutrient C9 LIGHTING DETAILS 111 e 2 m removal requirements per 9VAC25-870-63 All signs and pavement shall confor with the latest edition of the MUTCD Guidelines L., SH ' ORLITY 3 Detention Pond Coordinates A sign permit must be issued in accordance with the Albemarle County Sign Regulations poor to placement of any signs on-site C1 O SIGHT DISTANCE 45183 -0- -0- UTILITY POLE •(38.0355706,-78.4510122) m m GUY WIREFIRE MARSHAL'S NOTES Cli STORM DETAILS �D tL41� �� WATER&SANITARY SERVICES FF. " • -au— —oa,— OVERHEAD UTILITY Site is served by Albemarle County Service Authority All sanitary lines on site are private A knox box must be provided on all new structures.Coordinate location with the fire marshal's office C12 SITE DETAILS s70NAL- -uw -car- UNDERGROUND UTILITY PRESERVED STEEP SLOPES NOTES C13 SITE DETAILS ^n STORM GENERAL NOTES O Vv STORM MANHOLE 1 Development is not authorized to impact preserved steep slopes C14 WATERLINE PROFILE MAJOR SITE PLAN AMENDMENT qI] DROP INLET 2 Development is subject to steep slopes overlay district requirements(Sec.18-30.3) 1 The information and data shown or indicated with respect to the existing underground utilises at or contiguous to the site are ALBEMARLE COUNTY,VIRGINIA 3 Preserved steep slopes must be staked/flagged prior to land disturbance and fiags/stakes must be maintained for the based on information and data furnished to the owner and engineer by the owners of such underground facilities or others C15 EV CHARGER DETAILS STORM SEWER duration of the project,to final completion The owner or engineer shall rot be responsible for the accuracy or completeness of such information or data The contractor 1300 RI C H M O N D ROOF DRAIN shall have full responsibility for confimung the accuracy of the data.for locating all underground utilities,for coordination of the ROAD - FLOW work with owners of such underground utilities during construction,for the safety and protection thereof and repairing any SANITARY GENERAL WATER&SEWER NOTES damage thereto resulting from the work.All of these conditions shall be met al no additional cost to the owner The contractor O OO SANITARY MANHOLE shall contact'Miss Utilities'of Virginia at 1-800-552-7001 prior to the start of work. AUTOMOTIVE 1 Work shall be subject to inspection by Albemarle County Service Authority ty inspectors The Contractor will be responsible for 2 When working adjacent to existing structures,poles,etc.,the contractor shall use whatever methods that are necessary to APPROVALS —>s-- SANITARY SEWER MAIN notifying the proper service authority officials at the start of the work protect structures from damage Replacement of damaged structures shall be at the contractor's expense S — SANITARY SEWER LATERAL 2 The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, 3 The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the are only approximately correct.The contractors shall on his own initiative locate all underground lines and structures as owner can make necessary arrangements to modify/protect existing structures from damages. SUBMISSION: WATER necessary 4 The contractor shall be responsible for notifying all utility owners.adjacent land owners whose property may be impacted and 2020.OzGGy.21 ' W — WATER LINE 3 All materials and construction shall comply with the current edition of the general water and sewer construction specificabons the Virginia Department of Transportation prior to completing any off-site work Current Development Planner Date GG L as adopted by the Albemarle County Service Authority 5 Contractor shall notify and coordinate all work involving existing utilities with utility owners,at least 72 hours prior to the start O O WATER METER 4 Datum for all elevations shown in National Geodetic Survey of construction REVISION: 0 WATER METER VAULT 5 The contractor shall be responsible for notifying'MISS UTILITY'(1-800-552-7001) 6 Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and 1)2020 06 15 6 All water and sewer pipes shall have a minimum o/3,5 feet of cover measured from the top of pipe,over the centerline of pipe engineer Current Development Engineer Date 2)2020 06 22[ARS] FIRE HYDRANT This Includes all fire hydrant lines,service laterals and water lines,etc 7 Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans to include shop A A FIRE DEPARTMENT CONNECTION 7 All water and sewer appurtenances are to be located outside of roadside ditches drawings.manufacturer's specifications and laboratory reports the owner's approval of submittals will be general and will not 3)2020 0810[ARM 8 Valves on deadend lines shall be nodded to provided adequate restraint for the valve during a future extension of the line relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 4)2020 09 25[BID SET] GAS 9 Trees are not permitted in the ACSA easement. 8 All bare areas shall be scarified,limed,fertilized,seeded and mulched Fire Official Date 5)2020 10.22 •'-- r` GAS LINE 10 The contractor shall be responsible to comply with the no-lead regulation regarding brass fittings effective January 4,2014 9 All trees.saplings,brush,etc.shall be removed from within the nght of way and the drainage easements 6)2020 11 30 IARBI1 (Senate Bill 3874 which amends the Safe Drinking Water Act) 10 Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated EASEMENTS 11 All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority 11 Retaining walls require separate building permits. 7)2021 02 08 —— CONSTRUCTION 12 Back8ow prevention is required for all connections to the water main 12 All water service lines,sanitary laterals,and sprinkler lines must be visually inspected by the Albemarle County Building Building Official Dale 8)2021 03 24 Department from the main to the structure —- — — —— GRADING 13 Building or structures built before January 1 1985 must have an asbestos survey performed in order to apply for a permit FILE NO —,—'— ACCESS Asbestos removal permits are required is positive for such from Albemarle County and VDOLI.Contact VDOLI for additional requirements and pemles for demolition projects. Albemarle County Service Authority Date 19 078 —— —— ———— SIGHT DISTANCE 14 Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in — — UTILITY the public sewer,the fixtures shall be protected by a backwater valve installed in the building drain.branch of the building COVER drain,or horizontal branch serving such fixtures Plumbing fixtures having flood level rims above the elevation of the manhole — — — — — — STORMWATER FACILITY MAINTENANCE cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve Virginia Deparinent of Transportation Dale - —,—— STORMWATER ACCESS 15 Accessible parking and routes must comply with ICC ANSI A117 1-09 16 All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks --- — — DRAINAGE Architectural Review Board Date SHEET C 1 OF 15 ----- SANITARY —— — WATERLINE C 1 — —— — —— GASLINE ,li-.ea en,. d 7 54.• v THIS PROPERTY CORNER IS APPROXIMATE I ONLY • t PLATS OF RECORD SHOW THE PROPERTY LINE _ li TO FOLLOW THE STREAM HOWEVER,NOTES ON 1 ,/ \. A n A SURVEYS OF THE ADJACENT PROPERTY STATE THAT THE STREAM WAS RELOCATED AT THIS N ; - \ �S: ,{ C CORNER BY VA DEPT OF HWYS NO �` B EVIDENCE — `` OF THE ORIGINAL STREAM LOCATION EXISTS ,yri THE CORNER PROPERTY LINE SHOWN HERE ON Erb\i .\ >a 4 IS TO THE CENTER OF THE EXISTING STREAM / I' TM 7 \\ T M 75-58K I WILTON LLC y `'\ [p[. I JAM S A JR k PECGY W BETTOR OB 11 JO-12 '�y'' `�` \�\ O } r 0 B 3713119 / D B 1198-307 h 308 P i f ` ` -4 �`' ,a. _ �+ 0 B 2700-J17 PUT ZONED R10 9 q4 D B 391-296 PLAT \\ ` — DB 201-455 PLAT M + (\ 'RRy``� ZONED ft1 / `e.`. N( \ � PROPERTY LINE IS SHOWM', T ` �q',�Ap(�\ q I 1 c THE STREAM ON PLATE,. 4�\ --'f-- \ ``�� '` G'S\ �� $ /r, 7 ,t,' q 4 3 GAp RECORDED IN D B 201-464A Sh `/' I` } � 1a.Z. \\\.\3e ``,'',5`+''' _ 1 > r yl' ,l i �• ' -D' D B 1198-3D7&308-`, .1/t / t.. `;ten, l'N` ,�O XT - ii f S /F _! f 0.078 ACRE �.T \ _ ,' PANTOPS CORNER '4i sy •.` \ `, •.♦`` •\4e 0 —_� _ - - OVERLAP OVERLAP f�\\` /I I ,- LC I� _�. ` .♦``.`` \`'- - Z'me: M M r4s GAP •A- 1 �' ` 6B4 PLAT '� ��'�A� �: _ L1 �•_ ': 0.002 ACRE 'B --ooOe�.CRE Y �� ,-_ I '!, ZONED.HC ♦NO* -��u 0.008 ACRES - \\e / /' -'`II/II 7 I/ I__j/',\_ s.11'' viV Niti \ ' rt--`` 4`eia0*'N �`, ,,m- .n n."7-'"------- — _ - _-- — • — "" .t a — _ —� i i dal;; DAM BREAK INUNDATION _ ` ZONE(STATE) r�`�-\' Y"'� _4NC - \ _-____ __ x .. _ _ .. ." ,1 i I I i n,,,t w `� `-CAM BREAK�MIiH ATION ' I -�-: 33yy�4- �_- -- _ ...or.Q _ _""°c+mr man Zy o 1\;, Ia. \-1 �l'erIf�t,0811C'li ---- -100 YR FLe••PLA_t _ _ "..r,w ue1-,Z.,.....„ _// l R ZONE,G5T ) • 1 r \, PRESERVED SLOPES �. '`1.1� \� �w1►� ��-` _ �"° _._. �� _�. _'t _ _ _-� � - z_ jig E9 SLOPES`1 _ -\\ e �* � .�`�A- w,�t�' �•b i - STM+�I�y,l - '1 .I Loy. r'., ___-__--_ _ _— _man,'--_ .- �_`_ ` -ESE V _ __ • `` \ \ _ ___-----, __ ,\\„ ,,,, 1 , ___________________________ :I,,y,...._ ----- ---- `-'-- '''4447Netteg£41m‹. ------ _ _ ___ _. _....,,..„,,,,,. , ,,,,, , , ______ _______ ,...,-,5,1v--31.- -t.lit,•67,7,t'sto -.:-_-_ -2-,- LIMITS OF AMENDMENT -- - \ \�� a .! ♦ - -- NW 144 UM - - /�' -'� '\\ \`` ```````�\ 4/Sf �.04.14V, -_ _ - .,. --_ „ - - TM78-7 'e item .iE 14/6 to ...,, ':\ .i -�� �Z^Cow, 0- '� A C:4..,��� IF .-_-' _.. 5 59 ACRES (DOES NOT INCLUDE. `•may `//. ' �d►�w.p-♦` ." OVERLAPS OB_-__ ) -��. ` _ -� -\ ---.RI,� 9'LLG 'O� ♦�������- __�-_ GAPS !,7[.; '// �►Q��#av`►tC� . • % ▪ \ � • _______ROW 1300 RICHMOND LLC- ws.: /' '/ _ __ _ - _ ,� `s`', oar I `+e, ``0 527,-714 < V ' f. ', D.a_5272-714 2 -, %' %i - - zr-- ` y� '�' ,\ x s �y4 PL �� i o tere �. - D B 1168-546. 0�-440-ti'7_P-LA I/x.,, ;%�;; - �. �,.. /- \ -_-�,` -\�\�. .a'� il''% / \ $/ ?l 1�, 4•� tAt" t �� '0:8--229.-5_69 h OB 201 454 PC ,,A,:.,,, j / ^^^�-Of� .,__ /' - _ - \\ \-` 'j� 1 ,.. . _ _ �1 �( :/'::' MA'('�DI SLOPES `: dZ COUNTY OF ALBEMARLE / - - - "' _>ro_ RI %, - ' C.....1..Kane 27.4696 _ _ ! r]rti;,;:--=_-. ...- v#401 Sicker.RoadBEoa2°R tt - L7 / ///ryZir s L`I I\\ \I t r:u- ;\-_.w..}• �F_t . _;-i.-_ �`a- - I�'T.):111 I,. - ..._ __- _ , ,/.pyLi�ii i --- _ _ _________________ _ won/ree*Engl crvt eM.ec,sr,InnEtr.wrra[�rt - NEi4l ��1_, J • • _ `„� � � � SHIMP ENGINEERING April 22.1994 Y ,/I, O'1w+i.- -'yr..r=-4tiii54~1+~- -{l--44'?^`�_ '-__ _.,�- .;._ .. _ - i;'/.J/IC'h..r �; _ ▪ = -=mac=-___ _-_e__= _, Design Fee*4-...eat.. I �a^1 .. w.•._.1�'y� J 9tit,1 , . L'IIL ;D ,' '_ __---___'' - -— - _ arr..VA mm olaedm.r 6 Dabs,.,Inc ; •I _ e•ll�.a.: '1 ..i i�,.:��7f,,i�i, r. yf �� ."� - - -'_ r-------- ' - 1, <: 1j1 r~y f. 1,jp?.� ^` SaD-1 7 ATTY Brian Smith A_-i^� ------`,...L.,.....-`i.._�-` • Irr=_ --‹-' •�.--, �; 'I rFes - , uE EMI 6r (---\ 710 Cut Nigh Et _ ) i 5).8' r 11 _ illiek tbeslottee♦tlb.W xx9o1 1" R.. .I'' -__-- Ti, ~ , ' ' - � / ..... ,aa 9e 9P-94-0A p 6 B PABSNBBBxIP I I„1 li,I,/ 4 / - rtl�3�-70 L2 Weida 2uect i/ - a+e s oa e I,I i i i l . .. _ - _ - •, --µ,1,, _ iM wmaCf --211,- I, •y�i C1� Deer Mr Belch i i J i i i I i - - '; - _ TNf9 Pic -- -- - to ni // LjrP The Albemarle County Board of Supervisors t it.meeting on April 14.1994, ! E w/BASEUENT I Lt Pill _ r III ' "� -b--,_.E6F2731t- 21.,4-'" .. �y 'Z a !! approved the a6..e noted request to writ outdoor stores.and diglq of 'i/A ai r4 _Y dy-I`I - --__ _-- f. - _ /r I - u S.n4.ey /gr .I. 5 6 vehicles within the entrance Corridor Overlay District Pleas.no.Nat Nl. ., d /ai _ _ - Y mpro.al Le subject to tee following condition. ]/' _` 7 II ll -' __iz�-faun uz /�\J 7.91 - . U 3 corn.until a Certificate of A.print...0 is issued ) 1 .� \• `\` /..„ -" - / - V s2e' «2e)' = .F *I y`0� 1 U.8.MX me • b_r. by the Architectural Devi.so.ra, titled /I • .. m _ I i __ - e_a� E sue _ . 2 be♦alepeant shalt be In Feral accord with•lte plan ' s ^� - •.t - - '� - -' - / P S Brody-Busboy Fora dated Move..5.19.revised February 10, 1994. I I -. _ ' fir "Jew V-� , y I .id xr x,4^. 46m /oNAL 1 Administrative approval.f the ace plan at then uea i I;I'M�M��/IIOII IEM•l i. e.j 't j ,// E,1 .mgarw - ,z6, Ufa.beginning this use,you meat obtain a coning clearance free the toning , + i'��'` l,�' �-- us---Sfriu,rE __�aa - D.pacteaec gofere w Zoning Department mite t..n.a.1.et.a..you.,a - :� \e -- -' - ;/I(/I /"• .0 spur,j-'- '0' --- MAJOR SITE PLAN AMENDMENT oyly with the conditions in this lector For farther information.please `, I/ te11 Babette Sharpe et 294-5975 I r `\. • 0 1/1/1/1 I I j toe SgyiM$E 18 you.male hare say q,..ct.0.r tartero regarding the above name..ciea. Iiti 1• 1 /- -' ` I [1,I;I, .. _-- ud - um•,n =af. -__---' - ALBEMARLE COUNTY.VIRGINIA µmue de me hesitate to contact. I I y y d ,I , — nn2rdo-a ten TM 78-5A �trt��e� �sl�s _ =��' __ 1300 RICHMOND Sincerely, PANTOPS CORNER,LC r� -- - °t _ .' I/ --- 'iiT 5B rss,2 "= AN ,/— ROAD - FLOW C D B 4358-686 �666111��'/ 1 iI ' toma o�'// 688 PLAT v I ft ON5 STMT.,,Ma, = B«,dy.. » AUTOMOTIVE .-d- /l.�v ZONED He • \, A BtOfk BcmONC ,.4— -u0`_'oxm•In ten /^ DSt«ior Q[elemnrin�6 C vniq l.v.tpmeac j ( �`�) // _ aNc/lea I n Ot�77AM�1�11M , I e `, �,t - \ ..... \r_ _ _ SUBMISSION: .S co Amelia McCulley I�� � � t' hi, ' Q---- _ `.' •41�+._.- ,r� - `tF�--- \ ' 7 -- - - LOLO.OL.L 1 B 6 B Partnership ; 1 g 1111111.111- M. I-_--_e '� ;' - ` - ',�' -> `Jo Higgins I w��/ --. REVISION: • �. l // ' 1 1 i \\ 1)2020os15 R / \ (' sv / , '�. 2)2020 06 22[ARB] L_- 4 -d' Y/ I 1 ; /; _ifI 1 / 3)2020 OS 10[ARB] _ N- - 1)- :;' � � - l(// 11 4,2 5[BIB SET] �a ► / 020 09 z I 5)2020 10 22 + I ''\'`.' '/�;:ti= 6)2020 1130[ARB] i `,% ✓ 7)2021 02 08 101.1.."0.,Z I � Lix•+ss t� •1 . ilgrAli F '4., ' , __11MVi F,8f _ ---1 /,'�/, 1 8)2021 03 24 1 /1 bF AML�N�M f ' -- - / � ;' e 7 J /, n en, , t mr t .. ,. ?C�°R.'m. �++r w' �./, ,,� ''' _,/ --- FILE NO \ dame ....e..rr me I - ' le I Uz. ".. I - e - y / / = ..„n. 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I I ,, AUTOMOTIVE j11 GM I �p 7 �` SUBMISSION: _.4 SEX,12' Ex-i5" iX�le' ,' if. / _ N OF BUILDING TB MER �T k/T: \ 2020.02.21 .R �\ ,,��� -c TRANSFORMER / 'R TREE ' /OAK Not 0A1(TRE1 u!. K C Ex �, C ✓J�'��.::_ 'OR710 / \ - __/ /� 1 Sea B Ex ,/ SHRUBS �.."�!!!: iu '` --- ,-, ,I_/ REVISION' ,' ,' TR• TER `` ,_ \� r /// + i' 1)2020 DB 15 / / ,, ••'��'��., n%.STEPS TSR \ / //'i i ` 2)2020.06 22[ARB] ' r' / \ - %/�,I, / 3)2020 08 10[ARB] i / ' STOPfil It/� `� . ,f' /'' / / I � 4)2020 09 25[BID SET] PPa°xNJATEtocAtroN oF/ saJ EJ t. ] 5)2020 10 22 1 1 , N TEI EL%' c Zo,o, /, //� , '/ ,� 8)202011 30[ARB] \ •.4\ ��_- 2. N k A5(YENI(2� _ _ _ -. ( _l SHRU S`.CON"�� \�. I� -/ • • \ �1,/ .-�� AMAGED 7)2�21 02� \IT`- `fx-.n.T I__ E% � EX s. g E� 4115- ( i /�� f/i• � siftecs ��I�� 6)20210324 Ex.POL' ` =� �.S:RUBS i0 - O �SHROD - .I { x.PAVEYENTiBB ----_• 141110 -_ /r'_-' cx a iE RE - \SHRUBS/ / / %/�I �i' /' / 1 FILE NO -'\ \\ ' 1,\ GU , -\L �'•-__ ----- - �, X.12NEME . 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O- .'TNERS 1 C-- (EQUIPMENT PAD) Q + SERVICE ©� Vy - 14.00' ` POLEL(TYP) 9 ` �r ORATC^C_ E%.ROPE CL `ems-- -- Y - ---. ACED D B 10 71`�7E nf /' .F, Lgisilse`.' 03 F ` _ • i - ACLL L Ia�L-MLN.I - --. ,----f'� - x .B. 3 7 �•°`.y.'. �� 5 Ex U+ 2P-<4 .j / AO X.;'OLEfi/ a. "_ ~ -.---. +� _, +`y_�- -- -Pt;. w3 c�4'P+ / ai 2 ? J. � E)C OPE FENCE. X�� `�\ \\ \ : 339-701, 11 _ „Y j \ \ �' RU 707 P AT _ 3 24.00 0 1400' \1 v\ ,\ �\ \1\ )[, _03Y? - (7)fiTARISERS ® O T- ACCESSREASL4ENTiH EX.LP \\\ \\\ \� \� \ \\ \\\ _R C EX.GM _ ,He P EV CHARGER 4- : 4 _ - - •ONED HG - 'S ' el EA(Er Rn1 rr, _ -x_ . \\\�_ LIGHT) -.\\ J\\ _. !\ --\�� _. l BUILDING C - BUILDING B t `TONACF sO Af SALES & SERVICE f NEW SALES U"'L""c H7+LEING — 9 EMPLOYE SKIMP ENGINEERING SEGMENTAL .'. ET- FFE 416 60 SERVICE ) ti �� (TO REMAIN) c \\ WALL 8 MAX 4` 4 85D SF SPACES ri 113Li XI V.G EAVES ` \ �\ W/42• AIL 1 FFE 420 77 V NOTE ALL NEW CU I STORAGE AREA \\ VA WO nuMro vTr O..cm.PIGIMFrwc vao<c,uvurfu.wr I I BFE 406 77 SERVICE FOOTPRINT ► [I---Is'6•CG-2 UNLts5 I I (NOT NCL.WDCD I$ N.L. , - aw F=4«E..I»..1.. SERVICE RECEPTION OTHERWISE SPECIFIED j' MARRING CALCULATIONS)1 ty a�.r 5 766 SF RECEPTI. 1 DMA i��ilA'' Hm.2 4,e r? FOOTPRINT cc Iz I I� PAD n° E C i '' a NG WALL '• EX,BIXIARDS 2 Vali &1 f tic-1Bylz.1 t _ OAn1 7 Tp B CAST IN PLACE CONC Iii / Nf,e W 'i• a e .11 - , §.OA9DiNG d I, i ` c/o ' -. 4." `;_ _�. .,�� Ot•,_ � � s. Q / N, E nLAR 2 vnr) CONCRETE W/ \! B,jO / 'I r/ ' 24.3D'r:O - , r 2 SVLCIALIY I 2 AN ACCC"!'IOLC WICU R -H % W VARIARIF WIIITi H ACCC DLL MIXEU COLOR ILRKNG SPACES' SN.N W N/ Su /��AffF55 EASEMENT S- U $(1 P D C FATKN7 A I:LU.UY 'PLAG: U A 2 EMPLOYEE NEW I 5 EMPLOYEE/ I VAN _ , (CUSTCMER� POWER d' I I �Ekv�cE pry( BUILDING .45183 lA L'i� nRCMItCI , W_4'GM1 - o SERNCE LLWC LxILWLu t / cCL:i>MLL AlAt =_':TL V•G STAMPED CONE EASEMENT +� _ POLE `L \/ \ LA`CHKN" EXISTING SERVICE j - Vt y ��,\ry i EMRL C ('.0 ARGMTECT'RAL / / ( / UNtl MAX H 1 5' ♦♦ I t E DRAwFG roR , I , PROW)[r CURB • (s) tMl Un FFE APPROX 404 - ` I' '0 �� � ` PATTLRN X n ovE TOP O( '-�9 OU'�_ 4� ..� �0 I ��• 24.10 -" LONAL DET L,) I I PA M[n. rraanr,e / 1 70 REMAIN s E�- Ux d� _:e P Ex�P / / E%. �� 1Iy/l;1VAN�� �_ LL.. /VW' 2'OVERHANGO 116r; MUTCD R7-8 CCESSIBLE III 118-1 11p�, l' _1FORIB'PARKING T M 7H SA u . , I I /,� PLA W/R7-Ba C PARKINe SPACES(SHOVM / / P ' I I) O PLACARD POSTED -"ACE ®-1 .1FOR PLANNING MAJOR SITE PLAN AMENDMENT PANTOPS CORNER, LC /' "2Doo''-,•-1400•,.� ! I 1 ON BUILDING EMPLO EE `RPOSES ONLY) ALBEMARLE COUNTY,VIRGINIA D B 4358-684, /' �/ ,� I II' r BUILDING A2688 PLAT n FxIsrNG as Av PA s rxux Lu n.N lipa cusTOME: tEXISTING SERVICE O , ,��J LX MH 1300 RICHMOND TO RFM41N(NOT Tf111DFn M NLW bKl1 HLItH/ FIEE APPROX 414 7�2. 5 r ZONED HC ,.,.1 .D c.uwRLHLNsIvt F 00' T- LPAHK.NG_ALCS ALJN>.� ro REMAIN - - _ --_ ROAD - FLOW "f^" �/ o LF , 'C ��r. 37,950 SF FOOTPRINT `'_ AUTOMOTIVE SGN .o I l (24,245 �E%/ I� I III ( xv' ,yo 13,705SSFEXISTING. :6«,=.i / 1g 1 — . '' I '� �p / IAMLB,) '• 2 OVERHANG f I {�y I- NE ) NTRFOR `Ek. PEX, _ FOR '- ERJ ,/ / ' I �Ii�RE _ry, _�S• !� +' \� _ >\ 2020.02 21 PURPOSES ONNLY)1.' 2 6X' �I /. T SHARED / REVISION: I / o I L BUILDING A3 1)f I 4 OFFICE // NOTE-ALL NEW CW[B-+�• •- M- 6 Gc-21T{LESS iJ I i NEW AUDI SPACE BUILDING A4 // 2)2020 06 22[ARB] �/ U'ALVW tr. NEW 0 s As E = 1 SALES BUILDING FFE NEW PORSCHE r-� I 3)2020 08.10[ARB] FFE 417 00 417 00 SALES BUILDING r 4)2020 09 25[BID SET] { x.., ,-EX IN / SIGN 7, i --I I - _ , FFE 419 50 / -- 5)2020 10 22 ,,,Tan E i,-, vI \Y I-=- ,,,,GNP d + EASEMENT_, (O.13. n - . 7 oa• �'�_ _�. 6)2020 11 30[ARB] . ' i I ; POI (LP EXP -:� � --./- \ ..-•,..R _ ��! ApAGED , 7 2D21 D2 06 FX LP 4 CG_2 ROPES V \ _ EC NICAL EQUIPMENT OR OTHER UTILITY 8)2021 O3 24 /IL- I ~— b ' 1 SPES 1E%ISPNGDISPLAY 4 CG-2 - S^EEyED FRON HPUBLOICVJ WA T0LL 8THE _ PACESTOREMAIN SONABLE SATISFACTION OF THE AGENTFILE NO. —C—T _ 3 \ I (NOT INCLUDED IN VAN EXISTIN-C1A'.\ ANAGED I P ACCESSIBLE, 5p TH MATERIALS TS HARMONIOUSBE NITN THE - �, --- F IARKINGCALCULATIONS_ 2 CDINGT 0 HEV$HALL BE LOCATED$D 19O78 � a •_ 3,� __ I iM YES 'i :.-�'_c. -, O O O C O O O . ' . .i PL . 1 -p"'I-- -Ioi I�„ _IT—y� '1J- --- — / SITE PLAN G� ��' EX O.E 019—OHi, 0.--DnI I—..Cy, ONO N t rli �+ X t1 - _ f �J / % T, u oHu---oHu off - �• -tiy" - �.. - X 4 -X�'�►-onI -/l�l fl CH Ev ! 'CO= COMBINED UTILITY EASEMENT • AP7R039A1➢.[cA tArRtK1PLlJF I1 / APPRDXIMA'E LOCATION OF 565'TO 184•TO-- COMBINED UTUTY EASEMENT ! / ! SHEET C4 OF 15 \ PANTOPS ALTERNATE CORNER WAY SITE ENTRANCE FOR VEPLO CENTEL h ACSA vAAN74.�. /^� FOR VEPCO CENTEL& ApPROXIMAIE C EAS UN Or 2; / (9B 1I68-546) VAlILT2 4 188'70 70W}� „Y 3: ■ ■• 0 3=60 90 A ASCA WATERLINE EASEMENT ,AND COUNTRY E M 4 (D 8 1327-145) LANE Scale (DB 1549-598) 1 TC e 1 =30 0 Y► ❑DOD❑ i' c i\ � Tw e2`g \\' •iie� �� y�` �A.3'eF< �• 2 ^ -- ' _ _ _ FOUND ' \ i , c .. �f'4, "' \ #� y>�- -- •48 10E0 D � / oaf • .I 1 /. \ t- ' ♦ �\\ 40 •�•. c //jam / _ _ ----- -- _._ -. \ ` b- / �,'� � �/�. /" \ APPRO% 48• ON RI a� f, z__ _ _i ____ _-__ __ -- \ �- x / I// ►,•a ela: \� � , .�\\ TENnoNboro_�,A, c. ' _ �� _- • ,t ry . 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I $ 1 `' X /' \ \ - -- __ ____ I I / / - __ )11 ,_FRfIM SDe201:�� \ NEW OR..-2 ( \ \\ \ - - _ iv �� ___ _ 1 '\ 1 .', / // / __ f h E ) I(I �� \\ ; ' • 1�\ \ \ \ \ /\\ \. .` /:-' 3To L/pAQ >f0 1. - .� •'2 Ir'• • I I-\\\\ 1 • ,-N• /zi///%/i// _ ij / i/ i / `\ Jy \ \\ >\ \ _- __ -__. OAi_I \! rCONVETANCE WILL BE DESIGNED TO MEE:AIA:N_Noirlide2....00iF_Liri2_____000 \r L_\-Q:F. ///////%i i--- I� / I/ 1 rI \ \ ,'`, - - - �// ESii-_ \ �Ic- __--PROTECnON REQUIREMENTS.SEE VSMP - _ - \ 7 / /'j // / - _ 1,'� I l / � \\\ \' -•__ - _ J`\ '\1 '.I pkw /-'/j''' '/ :: 1 I II - 1 `RIP RAP AT f \ \ /->;. // _\ , ' .� /-- - f 1 1 11 a SW NH r { _ f/�i// /" I 7l / / ( ��- v, �xo.y - __ wuuu YAWN m� 1 I 1 i ---__ 1 vv /' �ll/y ////// 41 i l I ... .., \ �` ]90 zl c/d 111 EX.SAR MN i .� �/ 'i//i���� _I rT I, s ' 1 AGENT. - -- �__ - M >-'1 . N� / '/////' // T .¢-' ` I�10.IS:r 6_' _L' _ _ Yi...WI: Hk'r �/ � CS� - y;� I,1 III E&ONE STORY METAL >\ ' �'_.//'/�/i/ ///02 rtif_ '''AND'''''...''...... ANMAµ � ��. - - - =\ BLOCK BUILDING - - / i�.p //i/j///i i /i /,' � a 41 �- 4 ��. .8n. A)(NEw M � \ / / '/ / / ,40� � 1 - - ■ / l / / / J - __t-`-;'�� /11..I.L_.__________-- � oo �3n c C° 0�' - -"a��.. )1!�I',� a, s . o ■'. / /�/// / / Y/ --- ye: '�� m ./:. . .\i N--TEE iv 02„\ •�t� \..'t __ -L I _ 1 / I f//l l� -__ _ lit ! / oA li Liiiik:11111 ..4 ,1n �: rl` 1 ' -1 Il I / I/ __ O� c) i /1�-/� Q - 1 ��� 'i• __-_ _� — � 1�--�o� - f I-IV.hT H�1-+f /' / .05' '�' / N \ D�2AIL �` �� ..I.` l '�"\� \-- - 1 �- _ � _ ` _ -_/ ` / I / //%lJ,-FI,}11�1{/L��^ _--_I�I \ $'� 0 FH `►.'°`L ' Bc, �a`— —� _ '� — �y __J' i /Ir\kMrW\<9 \�Qs '• U'FW�1_t •;•:1-: ' � rr.4t � - � q�-�J_�' °�-. �__�-- sd / . r ItL_ l.� °' -,-'"` --• --_ d'\ ` / \ ��`` .:ate '1- , pM1fr 7,} ` � { \ -_�� _-� `7(L'm� /,+ I t -7::\ 3.3 \ a. y'�"' W _ - NL'H IU WY'.y- ) 1 - SLOP �. / �{ 1�t1:i AI E>�M11` ^r-_ � 02 - �'rt6 VII >_ ItIALLl�SL% - 1 -t r �' ' / �, 1 °..� 5,"✓'11 // �410� PE NATER07 _ .'G I1 _ -- -.ram - `� _ �Y t7 1 7%I 1(�PQ / - J �•NEW 6'Oi FIRELINEEx MH ., , �� - - s - �_ �y - - -- -_-- -_- _ ,[�3 06 l� •'.�'�� � O6 -= _�� �Vlit' NC" a-__ �-_ E%.ROPE FENCE � � \`" '� -�'/\\/ �/\\��1, :63� 70 /i • �EW-STAIRS Q/ �� _ I 3 _ i. _ fl / �' 707 PAT/ �'27)6'�15ER5 .:-.NI': -�E-LH-vv_ 'f _ - - a_ - -'��`�� r- }:\ �( I�Ex.GM m .>'- \ �1 .K EASEM . F]6 LP + _ --. - LY`.__l / I-IL /// �\ _ \�. _ _�' -'I /® I _ \\ I aoa_. � o' _ ,t_� 1' - _�uH \ - -- t / / !-I'��I D I _ -_ BU1L DING C ( e {� ` 1 siaE ncF bioRa'` �> POLE(0') Q I_. /--_a_/I I I / • / / SALES Sc -1 \y'! BIALI)1NC RIJ%I%N SEGMENTAL ••c -i II / (TO REMAIN u120 • pl'i \¢ol \\\\ '/oF 16 6tZN _ `� 13:�\ ` \ \ .' -• _ � y :� — T 1,11I 1 itIII`' MP ENGINEERING WALL w/ir /' i FFE 420 77 I �`''1�"Y _ SHIMP 406 77 m}I _SERVICE ,` I 1 , 1 I .:E aedW.W. w..»..a,»a MwaEwa (e 1 l �`-'/ / r f II I l / 0.N1�i.ewN Ifr.IMwYN -\i -1W 15. > O-- m EX'y,e NOW w1TH \\.-.\\ \ OUMPSTE''+ �_T.71\ I I 111/ I 1 �,=.w.II'wavu wro.v•.•a J i P NEW PVC INTO'. PnON `••T 15 is \ HEIGHT 0' MAX f1E1G11T-30• 3 .� EX NOW f/O _ S� z -i I 1 \ __"__ _ _ _ _ P O rr / I / 1 �.. 16 16 I nEx 6'..D-35 LATERAL \ - ,� , I, ' _ / _ ,.m�c - - i: • ` T rR bt+ GOOER ....:..../......., - - j- I 1 I f \' ll Jr �cA _ \-- , '\x yS MNs40CEt_� _ --- \ lI I -� I' / l7 �_\ 410 NCO¢d s , I - \^ 1 ::::::Itilliiiii/1/11/11111:111:1111,11111;11111111/ l6 'pp. . : '`yIw vAR ABIF wnTH�_.� \, / _ _ .. _-- ' \ \ •e I I / -' A3(:f5S 0030MTNT..LXILNULU `\\` '' � UILDING \� f� a f I I / V .sI'.ELM_..- .. �- / / \ `� \ \\\ B �� _• aI5183 v \. Al '1 -1 m 1 j/ uRB MA%.H1 2,, \ EXISTINGSERVICE { // �o ��lz �� 1 ` , _ '_ LA - / PROVIDE,•CtlRB \ FFE APP 13 %12M "�'� r11 �( % 2 r-- ' fBVULMcIa °F \ " �`/D TO REMAIN 04 -.1 i I 1 I i I /�\ 'FSrtnvi OP r 1 1 d� I I I 1 1 / T M 78-5A o / Mo rD 7 1 Ii �A I / s „� 1/ I I / / PANTOPS CORNER, LC = 14 Y4 I 1 I MAJOR SITE PLAN AMENDMENT A �� I I I l l I ALBEMARLE COUNTY,VIRGINIA D B 4358-684, / ei / IA / ' II ' BUILDING A2 -�1 I l 1 / ;\ ,_ �� 111 <` 4 6'DIP FIRE NE EXISTING SERVICE �f—_3 '% /' 1300 RICHMOND ZONED PLAT HC / A``J j� ral1 Ian FFE APPROX 414 75 _rx MN - _ 1 I / ' I / ,/` _ II' TO REMAIN �i ROAD - FLOW "�..; �i •.�� � /, // AUTOMOTIVE E-. Mr 4 fart/ 7 6 -- - / 7�1 4, . . sE�1/SI NEW 6'5 UR-35 _ • ai . SUBMISSION: i / I Itirl L£'. _. r R LATERAL PROVIDE L`f L .I - /• / / a. �P 3'MIN COVER k -- le / r/ .;" =�\ 2020.02.21 / I m -.TSJIIN SLOPE -� , III ' iSA t. I6 -� SHARED / ! REVISION' l I y_ _ � 1 L BUILDING A3 OFFICE Ii �v l BUILDING q4 'e t =� 7 1 2020��� s ] NEW AUDI SPACE ) / ``� / / NLw w :,wu-...� - - -� "..QED NEw to S&L A. 1 SALES BUILDING FF NEW P 19" �>,��\ \\ " ///l' / 3)2020 [RB] / lASLEALNI / SN•\�� LA'MENT 1 _ FFE 41700 E SALES BUILDINGS 4)20200925[BID SET] / / / / ix. I 7W 41700 1 *Ft00.IATE\of.irioN or, / ,., / S•GN \ 8•8,06..... 15 I i FFE 419 5011/ 5)202010.22 ]' N i[LFPNONP, ANV \ /,` •_.- s 1�-{•�--� - _ , \ .<- ' Nv , ` •��7 �I � 6 202011 30 gRB11 NR(,TN' EA YE i(Q9 W DI-7 ) I 1 / �_ v. ,.rct1T_.- - ` -•t-'-..-.�� \_ 1 .. Fi'. +3� .� , T-1 _ r.�, (..�'�.. .� !9" ANAGED 7) i \ - _ P. (LP EX Ip -EX R" Zv.`gE 16- 5. ,A /'t9` 1 -- • �, __-- 1 ��I % ND 6 U 70, SLOPES 8 2021 03 24 -_ �.( f _^-__ _ _ / / '�` /' \8 ACCESSI6LE RWTE-�9 •i5y ry6 / / 1iY FILE NO. d / \� SLOPES I �i . - ' A- / ` 19 078 .,te e- lam. /T --,._ I it 611 Mil 9 _ 1 7I I i —< / 1i +IGRADING$UTILITIES / 14!J ® �S�j NE'�xt(�P•-_ I I � 20 .-_ �1 _ __ " 1 I I``>7�'Y_- ? N h_y�.nae.. VSF'._—. ▪ ,. : _ :./HjE1Il-- �L-. .._�. 1/� / ;= (�•s e. ,M�iTt\• iHlt�F 4._EK � _ _ :-. --... ....A_____ __LP V/f.,�Ti / // -0_ 11611 . E LocnnoN of I ) �e wr ,// / 1 �' �' —B• Lam: P 1 •1 SHEETC5OF 15 �pry/y/�y� / 6 C. EARED UnLITY �E1'� � � / \ uT LI TY EASEMENT i1' / Ui//A,W ,/ / 1 F. VCPCO CCNTELG)ACSAACSA j/ .c A FOR VEPCO CEN iEt& / / / BEGI NINE! (DP f1F8-516)I y '"^++ - 30 0 30 60 90VcISE � �� APPROXTE l:LOCAL ON OF 1 / / ASCA / 7 I ,.6 h OVERLAY APPROX --, ��/-j / --- / (DB 1327-115) /'/ WATERLINE EASEMENT ILL&OVEREAT APPRO%0 1 !,F4B SF PFR WP-2 MILL h OVERLAY APPRO% '�I.. A,✓1!// \4 "yam, `._ / r'/ r (pB 1519-599) 537 SF PER NP-2 . 1 1 0\70 SF PER WP 2 n 1 ,=4- Scale 1�=30' vS. ❑DOOO i- ,, I t �I ``�� \/` •�� � `\ -\` 46 LANDSCAPING REQUIRED 'I l - �� �,��� �\��-=Ts-'- 46,- .. OF••DAM3/7 PROPOSED LANDSCAPE SCHEDULE y '� STREET TREES(32.795) LARGE SHADE TREES(25'CAL)-50'O.C.PARALLEL TO ROAD(5/0 LF) j' T.y•,r>�� �: •_ y y \ �:•_ A r/ • 'ENTRANCE CgWDCR DESIGN GUIDELINES REQUIRE 15•CALIPER TREES 35'OG W/FLOWERING ORNAMENTALS F/" 60 •\�� : \ \' \ ;!' Plant Min Total Cano Total NTERSPERSED1 / • - - '\ �'\ty ^ '• Symbol J: :T. ::::':::. ComonName Cal/Height Quontt ( )Y Hat ft PY LARGE SHADE TREES,35 0.0 W/�1 Tails Poplar 2-5' 7 37 387 2709 I J _ -� \\\ • INTERIOR/PARKING LANDSCAPE(1279.6) Si a PAVED PARKING AREA 211,216 SF%.OS•11661$F •!r • `\ \ \ _\ \fit '\� \ '+ �/C Large Deciduous Tres Falanas acm fda Landon Plane Tree 3.5' 8 }O 368 294{ REQUIRED 11.661 SF . g - _ ARC'. S-- 5.ANEW'.A:y \ \ \ ,�_ \ \\ �_ _ t P.HD110ED:15.855 SF(demarcated by herringbone oaten) 14 F \` •�� _ ' �< ,J'��( / --.NEW SWAN EASE/RFT _..Ck - 1 0`r / OR ,4 EA 'MO rAs �\ \ , `\O\ - --, - CS, Meeum Deciduous Tree Cladroslr's kenlukea Yellow wood 25' 10 2/ 289 2890 4 ` v� F• (De a55 s73) w YVI C�I \ ` '�2\ '\ 1 \ . 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKNG SPACES qt PORTION THEREOF /•� / \ \ +.�.,� `^\ \y \ {.` $] Crc dipsyllum 242 PARKING SPACES a 131 E%gSI'UY SPACES(376/10=376) r � ' l4•h a� - '- I`��„ 4 • \ O Medium Deciduous Tree Uoponicum Katsuralree 25' 7 28 222 ISSI L 3B SHADE TREES A\ I \ w. PROVIDED, 7 EXISTING SHADE TREES . N _ •`Jb� \ •,\ 560. _ �. Car betulus P Col E« 31 NEW SUM(TREES �i•. , - ` Cb p nua yan11 opean /� \ � /�-` / `_ fi ''r- - (�y Smdl DeeWuoua free Fmt q ota' Hanbeam 6-B Nl. 10 1] 69 690 /\ I �- \ \ i )\ V \` m SITE REQUIREMENT(3279.8).10%CANOPY REQURED.CANOPY CALCULATED FROM WANT MATERIALS • ., \ , • G' EXCEEDING 5 FT AFTER 10 YEARS OF PLANTING \ \ 1 `^ - - -VT Flowering Ornamental Cres conaeenss& Easton Redbud 6-8 Ht 12 17 124 1488 97E AREA 579 250 SF a ION•57925 SF ONNECT Ts - L eve. CANOPY REQUIRED-57925 Si A _ PROP05E0(YtAq ( _` W,' fANOPY mum) 43.000 SF EASDNG CANOPY PRONGED _FR0S0_SC!2o1: � �� \ ( :: 43 000 SF EXISTING, - CANOPY TO.BE 1 '.rwNy f�'k Tc La, Dee;y„u, TRia cordate GfeG"ep fe 25' 8 16 249 1992 18827 SF NEW CANOPY PRONGED(shrubs not included) -` CONSERWD-PRO7CTWE .INCI TO BE 371` 1r. Letl<ear Linden TOTAL 61.927 SF CANOPY PROVIDED i, • ' T i\ `'\ ' PLACED-AND A?PROWD BY A e•.TY- _ ,sy ^-2 Cv : :: n 1�1/ / �� ' A - 1 9 6a' ta6N12III I / Oan/ , A � _,( oodOI I _ -- AP�aaenian 1 u•site height; trees om g of trees shoo v ab.ted to reach and De'motoredb _ }(µ 9 6-8'Ht 15 15 128 1920 pro' g Ind 1 1 t on Fled.Shrubs one trees did be / •u /� AY - _ _ " \V �� - , I. I Spring at, Nned mnmdly and only to supp t In a non Ih of the pool / \ ./ _ ll S 1_I BO Medium Deciduous Bet..dgra Dura Heat Birch 6-8 Ht 2 13 45 90 2 A aMsc�Ngoma soemHy shin b 1 m'n a non m�cmdlttwn by me �lA A r' `T-/ ( �_ �\ \\' � 1„ II I� BD a,rr t a properly awn ran na,epodes when necessary \`Y y > -� -_ YO 1 Repaanml matei of anal comply.In the approved landtt¢e Dan ' . < //« - _ Pe 3 A new planing shown on me land be competed otter Ovidb and rood p 39a-' - - -- I /1 Deciduous Shrub Hydrangea gurcddio Oak leaf Hydrangea 2 Htit' 11 7 28 308 - 9 D De 9 I - L a - -- - --� s•-1,C/ T LL. 3 construction to awa V«planting damage. Rill 1 , .• - _ ✓ d, _M ys a - - 4 AN disturbed slopes of steeperthan 1t to haw low maintenance ground cove I �_ : 1 -~ x � _ / I `I/ } I a 9 F th Dwarf F t 2 39 3 10 5 Any existing tree proposed to ninon shall be reNaced n kind f negatively impacted �• - _ _ E5ER Y/ -- - 7 1 �,,, Deciduous Shrub o er9illo 9adenn war o 9 la Ht by mpravenmts associated with the project 'Pli • '-R%NNW •1Mi 41... `,.- - ~� ---. -108b4V�� + 1� \ �-SE S , 0 T. iv I �' G 1 Deciduous Shrub Ilea Nrglnica'mMol Sweetaprenmerlol 2 Ht 49 3 6 MAINTENANCE _ uA�vm s� • a` 4-� - - I ' • LOW MAINTENANCE GROUND COVER The best time mow H e fall N ` - •. __ �� - 1 ~?l' 9 through Tote winter Mow on a Three year cycle Mere 1/3 o/the wee is r mowed 1 It= C - •�• - .i. - --- , T 1 I r.��.A1fEver Shrub Ilea bra Inkberr Hdl 12EE-PROTECTION\ 1 v 1WS.yA ryem qlo Y Y 2 Ht 34 6 2} ]B2 ye« g prong a summr min 9 Ay! \VV% NM Do not mow don the> the because of the heathseason.Whin mowng cut gross no lover Ihm 6 mcnn and Glow s1uDNe to reman /- -EENCING until spring to hep nsulate Wont roots one provde cow le'Waite II naive1 C =--L _ .�� A• 1 LOEver Shrub Viburnum w Yturnamso„ `-a11 / 1 '-0 'a 1 \•rt�. ` !\ f,�1 i 1' Evergreen a pragenae ague 5 Ht 2 1O 44 the stones.I grosses ,educed significantly 6 inches mr:y the active growing sea _�Nip � l •. /� I 1 D ------- \ ^��"�W` -�• �� ��� '/,411/ Y • Low MaintenanceGroane Low s�mxroyont 1 j°' / DA 0k - `____.: "� - : � � Interior Landscape Area 06 • J \ '�� I _`] -w - o�W_" �_ A � -�`\- TOTALF 18927 isrvik a}aiR��,uws �♦ ..� -� ` r + ` = �' �. - W / '•�'✓f- --_` � NFVI'l0 SWM1 r_ri 1 -.- `` 11 . `•ssA A \/ a� j..�,�� ` / l• I 1 A/:LESS EA:at/At Kl-is-I, 1... _t.. 0 II /II�410� U J �w Ez ,� ilPi ��` \ � •L)t.� �Ir�!!-� S' - _ r �� _ Zip !' V Ed. e s `4�� .�vcZ7 %:tor-i or* ,, MBE _ �,_ �/ i. 2 r��`ri5.40ir •�`:0i 1-1 =� - •I; NEv..'.Ae-LE- _ - —s9o- a_ FAJ �07 PAT _ / Ex.Gm p'� o' p>' - ,�� - Air AGCESS EASEMENT-.x _ __ _ - LID Ir PISS . -0,, Abl,,OVA, 1- .••••-='---- - . ------>-. - - _ _'' - P L-CUsf2.-x --17-45144M10$ _/ ,r_i_l , / I / / a ////1 y 3 , I -Ni�y�,,;y.�- , , 11 , l y SHIM_P ENGINEERING /4/i // \ \ .-\ \ -` ,�aW IZ ....,, __ . `��`�! G�7 I/ ) I/ / / \ ~ ""- Demist FecrsN ErMlMneerYp�xrivrcermsnuuutiu[xr r /� -- I __ E" 1 ��"T. / L4 / 117 1 ow%..rua sin« / / t •. - ;, ,, ak. — I' \ __—_______ __ bPAVP 'AA.. �'•��• l I jllll jl II I , ` I EX BOLLARDS—_ --- - \iw— 1 l I 1 l r- --- P.m 4.41741. 1 C7 , i i / A _\ -- 4 ? 410 1 I 4am..A :k, I r c/� E ✓/. �/ 1 i l i i/I i F E O� mk. ®10 \ �I• I 1_� iW VARIARIF wOTN \ ,I 1 I r .. 1 t 1 \ /nW I / AC'C_FSS FASFMFNT - ` v / I I U I / SH ® \ NEW 50 SWAN ■ \\ B II 1 - '' '''. 1 r/ / I / 1 U _ 45183 ,> . - EASEMENT �\ N I . - ril I I 1 I 1Ms�E ,(. \tl ACM, 1 _Ilk�_ 1.� \• '� 1 // 1 I I •PO 1(.7IZS(r�� /R �L"2. 12 \ C/0 I l 1 / 1 / _ AF C}.)'` •� 1 _ •s� •� j ;C-r lam -. -\ I I f I I I^,� �� SAEAVAL e lir mow' r. - - . _ __ •, $ I^. �' ! �r �� _ - -- 1 , I 'I;1; , , g iR T M 78 SA f 4 --- 11 / / / �8 • FX.19" OAK t. - - i I 1 / / PANTOPS CORNER, LC b A a<go F, , OAK TREE '1 i I I /i / 1/ MAJOR SITE PLAN AMENDMENT D B 4358-684, co / 688 PLAT 11 i� A � ' Ii }'1V1 1 //1 ;\ J ALBEMARLE COUNTY,VIRGINIA ZONED He / ! I / Ex MH ' '/ / ' 1300 - FLOW ND I / ' ROAD - FLOW I n/ �` yip, \ AUTOMOTIVE 0 ' _ 1_ 1 ' -- - i i ',..---Tt, iligigt --\-- ® � MN� �. 6 e•F L. ` SUBMISSION: 15• aD 12• ; a•,5= rr —EX. r / / • - �� IB / /I \ _ 2020.02.21 .� OAK TREE! OA)S TREE OAT(TR± / I OAK!TREE , rry I l /� L /.. � I i I 1 7 / Ili «» J Sr,: / - - \ - REVISION• �, � � � �"'� �--- .; ��) , �- �'\ /a //•/�i /) � 2)20200822[ARB] ,/� - , , nLw sD' ..-� -� =E .. \\ -, Y/ `\\ � 3)2020 0810[ARB] /j/ i M / / EA3LNlNI ] / \\ SAS' ' / cro / / `- _ a zozo os zs:DB;ET] '• PPAOxxAATe L0CA7y0N OF � s1cN _ / I � _- _ , n 5)2020 10 22 `ram NTR(.L TELEPHONE C01XGn•.\ -w 'm - ln. E E,j O wRCWIA EASEMENT(,D B �" I " a *hi l � ll� ��!• 1 I I �J' e>2ozo1130 �/ .0 1327 : h .. _ �������f 1�1���I - AGED 7)2021 02 08 / -----P LP EX P , ,,, `n E: illp cP '!�� ,°its a Y� wlW ,zp, e)zozl os za / k EX ! i... f ! r�d 3 ''� «�) ( '�� A 5` / � 513 , .05" � / PILE NO. fIgp a� j �1I�� -]ck. l % 19 ore :,_- - `2�r2o6_aF�.ILr�D�Iu6W r ' 1 al. ,fri �C,f lif 3NiVO-'� -_ I. __I I •:C1cY9 ;4'.7-47 ! •Dk° '_- _ j_-'_ ='9� / j'/% //' 1 LANDSCAPING PLAN u� E rye. X _sas �N AE ;�� aeI�.l. p „EXls�lrl r T12T cover n- - .. . pM'.8a ':4rL_ N ,� � r `� i '--- _- - -___ f"y •-.N89 38 46 W 309.51F..?�_.• I 7[ `�'stA'. ,-4^_" ',Re,'. , -- s . L.P r ,r / X/ / \) .- - - FOUND F. FN'SX�M.11E HI ( p wLlT �n /le BURf1GM // / / APPROXIMATE LOCATION OF / 1 •f9NED UTIL TY EA N_f Yr \ �. - � L? ,1rru \ I / SHEET C6 OF 15 COMBINED UTILITY EASEMENT / U I F VEPCO CENTEL&1 ACSA / ��JJ// J/ /A� /A� FOR VEPCO CENTEL& I I (0 B 1 6R-Safi)I - 3■ ■ . . : 30 0 90 C 6 / ASCA APPROXIMPA ._A'i�`• I I Iv '40 M M E W W - / (0B 1127-145) WATERLINE EASEMENT - Scale 1•=30' County of Albemarle Conservation Plan Checklist-To be plated on laotiaeape Piens (Handbook,pp 111-284411-297 for complete speci!dons) I The fwllowlue Hew shall be shown on eke ohm. 0 Trees to be mod; 0 limits of clearing(outside driplioo of trees to be woe!). ® Location end type of pmbrti.e l mg; ❑ Grod,clanger requiring nee welts or wall. ❑ Pnryurd bombing or tunneling beyond the limit"of clueing. V • Ai2. Maritimes:wes: THAT 1HE STREAM WAS RELOCATED AT THIS ° : CORNER BY VA DEPT OF HWYS NO 0 All Iran to be an.ed shell be merkcd wi•.1:pone or ribbon n s WE.clearly visible to equipment operators. of ^ 0 No grading shed begin until the tree marking has been inspected and wormed bya County Inspector 1- .4 tn'' EVIDENCE 3. Pre.toostrurboalAeNrener �~ W OF THE ORIGINAL STREAM LOCATION EXISTS 0 T,cpre,er.e ion end pnAecronmm. d:alllmredewdwmnvton:n,eont""t ' THE CORNER PROPERTY LINE SHOWN HERE ON 4. Erin lament Operattnn and Storage: • \\ - Ah 0 Ilcayaluipmcrn•vddculartraffcandstorageofeau:rtection=landsincludingsoilshallnotbcpermittedwithinlbcdnprnao/bs. ". ` Cle 4 IS TO THE CENTER OF THE EXISTING STREAM to be smcd. X a1m S. Soilprooi,e and btormweter Detention Devices: % \``. 8 T M 78-58K 0 Such device,ehdl .rAver,ayerfectacestobesaved. V JAM S A, JR & PEGGY W DET 6. Firm: >.4 ".\'\ D B 3713-419 0 F1�am not pemdtw within 100 feet ofinedriplineof trees toxsaved. •,, � J\J'�"-\ D B 2700-317 PLAT 7 Toxic M.lerble' >‘ \\ 'sr 1T+.� \- - - 11. Nary \ D B 391-296 PLAT 0 TarsramaterialsbelI b araeawiatm,0afa.r the miaimnrbwet.b.ered. ` -\\ �\.\\\ ___ . D B 201-455 PLAT B. PretecMe Peach.: \."\ 0 Rees to be retained within a feet of proposed budding or gratin wish,shall be pnneaed byr fencing. ,` (�\ \\ b.. ,,t\' ` y ry' ZONED R1 ❑ Fencing shell be in place end shell he inspected and approved by.County Inspaan,prim to grading or...ruction. \� $ a. \\ \\ \]`�/•y[- N ``. , = •g b 9 lea Welt: k' \ .1\ \\ \\ M� 440\ \` ` s ...' b $1 ❑ wh tth000 level must be raised within thedripline ofeuse to boomed,.to veil Mall be povidd and amuovctionmil ''\ \ , e. \ /YQo. �.V: _ oo a '�i , A' approval. \%\ `� \COG S4\ \ - eo7 i A, .A, / 10.Tree Walls: \\\\ \\� \\\\I `�SF 4f \ - - ♦ S o o d U When the ground keel must be lowered wnhm the dnpline a tree to be saved a Ire,wall shall be provided;ad a aonutruelior detail m\' 1 \ q '`\ - subenind for approval. `\ \\ `� \\ \\ S6• S� '^ .' s I NC \\ , \ \\ \ \ \\ Oy, t_ ` $ a 11.J aehloe and Tnoudinr \ N \ ( \ \ lib t�,s� - - 2... ❑ When trenching is required within the limits of cloning.it shall b done es lac away boo the winks of trees a pooble Tunneling \A�A S \ \' `\\ \ \ `�''O V - _ _ - under a loge Itce shall be considered a on alternative when it is anticipated Mat noeeso,y benching will de000y feeder roots. r \14\ \ \AA \ \ `• \\ \\ _ S s/L- \\ — —— -i - - - - - - - 0 Protective fencing shell be the last items removed during the Anal clam.. -` �`s .,\ `it, \( \ //- 1\ __________ • 13.DemandTees ,''�0", \ \'. ` .\ _ - 0 Damaged .hall be treated immediately by pruning,fertilization or other melt.A teooutended by a tree specialist. �4✓ t \` `\ __ -- - NOTE:IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION 1�� � �;�\\ `\\\ `\ --__ J _-- /' /`—� REQUIREMENTS. ��� \ . - �+��+f/ \ \ -�`��M\4\ `\ APN COMPANY OF 1:7:.....A:19:: (DB / F�OWNER SIG A7 �TE) 7c, \♦ 4, _ ��`Zv m1/\ `\ ,,,, N�ELEPNONE A jD IEtEGR9=p-r83�-- ---\ V�aTaXl CONTRACT PURCHASER SIGNATURE (DATq \ -.1��I•`��^�v �'�� \ -- ----- APPARC \ a 20 _ 3� , (DR 154 SET SHRUB PLUMB TOP OF 1992 33B 4,470 ` '` � Or\:vil" ' `\ `. \\ -- SEE PLANS FOR EXACT LAYOUT SPACE ROOTBALL SHALL NOT BE MORE THAN PLANTS AS SPECIFIED IN PLANT UST OR 1-ABOVE FINISHED GRADE :� \ O'! ``\ ——-340 /- _ AS SHOWN ADJUST SPACING AS . —�� �7e0 NECESSARY OR AS DIRECTED BY FENCING AND ARMORING --� ` �� ''-� LANDSCAPE ARCHITECT �'/ ` `_ / REMOVE BURLAP FROM TOP \\,t ,Y` 1M114` NEW SWM EA- ENT-, s 1I3 OF ROOIBALL \ ;le C \��___ / A s rat , :'= ,.,I .i ; - YR �'_ Ii - MULCH 2-DEEP IMMEDIATELY 3•TALL WATERING BERM -4. �' ,,,,�,,;.7.,:..,...,.. , �,� g, ,��t-p(�p. SHIMPum rum. mAFTER ENGINEERING THOROUGH YRNC AND WATER /��// P •♦ .........42. � \, 's' \ .W . 'T.. - vw...r. stw `.- //,,�4,J/ t ` , \y .W�S�_` .'DAM 367FwW 4...ry FINISHED GRADE ` 4_.:fi,/ . , - _A O,� ,� ` \ - .................... .a, PLANTING%T `• / Of "• I l�� •.:�►\ '+. \�\ ` �� � �I` \\a, . - ^ ws.srw.r. o.�wv+•�•wPREPARED SOIL s" a- : vrYa.r•. -..r•m.r I � ` C ., jib' SOIL SURFACE ROUGHENED ••���•���• -Ni - :• TO BIND NEW SOIL .�•.•.�•�•�•��•�•� 1VIIII ` " _ Ill �Li\- w7.ran l`ii`- I �`\ 1 r ` \\ ��\ 4� .11r �_ / ���. ;- _ ��i SHRUB PLANTING DETAIL � , 1 .ANENT A774. VitAilb. !�► # F 2 ®Nor To Scale I A V. �d.0 ll ll�i� III �� OR`•NG EA`Y.012..N�Y -` �. �4 $wu[ASEM-ENr �'�' 417:101, SH •D l[��.d ) � � (D B.ISS \473) «iy�.`\ vim\I �'� '��� 4AP,1� C • .'A45�3 SET TRUNK PLUMB SEE PLANS q 4Ill I I \ \\ , . a " - a/— 'Pp Y\ SFOR PACING CT LAYOUT AND • I �` :i �t Y , `\` \\ ` I J. ` 41p� � � r 1 - FF S/�.��AL b _�I Bow MCI I� _PAIIIPI \ \ \ \ �. • \v ' ' \ _ '\ '� ` or - -_ -y/ �[� CBta FENCE \ \ get \ I / ARBCR TES OR SIMILAR `•'' %Mlle NOTE '_TR014S0e20.. \\ • g \..�>\\` \ ` '3,DO�,S\E EXISTING CANOPY TO 6E • ` MAJOR SITE PLAN AMENDMENT ' ` ALBEMARLE COUNTY,VIRGINIA /2 sD.wXsrALEs = CORRECT METHODS OF TREE FENCING ` \ �. S. CONSERVED—PROTECTIVE- N�7o BE 1 PIP.- \ ♦ .PLACED AND AIPPR01(ED BY G -.TY- —` SET 180 DEGREES APART -�+• ` . �.INSPECTOR PRIOR TO GRADING � :;� �, � ►� ,� 1300 RICHMOND ..- RUSHED MADE -- I; h;,t - - ,� �; ,� ► \ ,\ ROAD - FLOW APPLY 2-OF WOOD CHIPS AFTER - `.e ll'I/llf , c \\ li '.>:• �(� � � _��^1� �—Y' -- ` AUTOMOTIVE _41 PLANTING AND WATER THOROUGHLY 5 ((!! kiP \ SUBMISSION: :ARliW6 g�IEAR7H �[�� il�'�I/ A .-�� -�, ��< _4#1 -' 't _ --ti..tr_ ` . 2020.02.21 itItriEXISTING GRADE il .Or _ � , 4 �_4t4a • - REVISION: .oat\i- .rt _�___ -.\ L•`�... ���-1.t -- .. — — __ \ - 1)2020 06 15 ore IIIII �/.r....._,. .• CORRECT TRUNK ARMORING B o �. 2 20200622[ARB] PLAREQN ING PITS.SPLANNG SOIL.EAND T \\\\�� f rut tr Mt �\\ _ EE �O�CTION. ,' TRIANGULAR BOARD FENCE r FENCING 3)202o OB t0[ARB]PLANTING SOIL AMENDMENTS. ��� tit _ I • — 4)2020 0(1925[BID.SET] 6 +_.: o0 1 acv _- ti 5)202010.22 4� .TEE - -. \ —. ' 6 202011 30 ARB �// ��/�/%,ji94 �/ o Source: Va.DSWC 7 a Be ..,� . ) [ 1 REMOVTOP E BURLAP&STRING FROM ALL �\ \I��O//��\�\� \�\ / Plate3'38,2 ------ -- --- • • - �04 cv`�.--.` =� igib 7)2021 02 08 TWO TIMES 7�`\ 7r °AI ''� \ '�"�. .F a la %'N.- 8)2021 03 24 UNMARRED SOIL I, BALL DM DIN) m-401 \ • ":10110014 - ` 0• w \`��y�:: ---.4.„%f x FILE NO AA AA \ . /. ` GI% last'.,d,� r /8S o A Ilk �' 1 �.--. P''- I 19 078 •TREE PLANTING DETAIL s.�.a'. :'� • ).��?, — ` ;, q,— NoI To SOdI ®TREE PROTECTION FENCING Eg M �aa �� :.T_- - ¢ ";, LANDSCAPING DETAIL �y! g®yr at PC ATERLI \8. .P,'4 y .�j*k. I •'G x t +10� 1 3kR NEW.:TN FRtEU Ex MMI •',. r. -�� _ T, -`- ���ht «`�E e•i." •I\ CONSERVATION AREA 0TREE SHEET C7 OF 15 C7 SCALE f'=30' ,,,,./2.w.wPB Catalog Number Lumens Per Light Loss Symbol Label Quantity Manufacturer Number Description Lamp Filename Lamps Lamp Factor Wattage r r• B 7 Gardco by ECF—L-80L EcoForm Area LED — (5) LEDGINE SLD ecf—I-801 1 Absolute 1 224 9000 Signify —900—WW— Large, 80 LEDs, 3000K LIGHT ARRAY(S) —900—ww ❑ G2-5 OCT. TYPE 5 OPTIC, No DRIVEN AT —g2-5 ies Shield 900mA �' �'"�• C 2 Gardco byECF—L-80L EcoForm Area LED —r r r (5) LEDGINE SLD ecf—I-801 Absolute 1 224.9000 Signify —900—WW— Large, 80 LEDs, 3000K LIGHT ARRAY(S) —900—ww '' :• r r r r ❑ G2-3 CCT, TYPE 3 OPTIC, No DRIVEN AT —g2-3 ies • Shield 900mA D 6 Gardco by ECF—L-80L EcoForm Area LED — (5) LEDGINE SLD ecf—I-801 1 Absolute 1 224 9000 r :• : .» r :• :• .•• r r .» r r . ill3-2O2 o Signify —900—WW— Large, 80 LEDs, 3000K LIGHT ARRAY(S) —900—ww r r r r G2-4 CCT, TYPE 4 OPTIC, No DRIVEN AT —g2-4 ies r » Shield 900mA r r , r r r r r r ,. - , E 3 Gardco by ECF—S-48L EcoForm Area LED ECF (3) LEDGINE SLD ecf—s-481 2 Absolute 1 135 1 Signify —900—WW— — Small, 48 LED's, LIGHT ARRAYS) —900—ww r J G2-4 3000K OCT. TYPE 4 DRIVEN AT —g2-4 ies r• r r r r J OPTIC, No Shield 900mA r r r :• r r Notes. STATISTICS• - `e o 1 Existing lights on site are shown with label"A" Existing lights are at 15 ft height :• �.» Average=2 2 fc with 400W metal halide bulbs Some existing lights exceed 0 5 fc at the property Maximum=28 3 fc r :• r :• - r r r r r r line. Minimum=0.0 fc .` »f r 2 New lights to be mounted 15 or 20 ft,including base,as specified on the plans. r » ,. ,, ., .. .. . 3 Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads.The r r +w;' '" r r `' •' `' - spillover of lighting from luminaires onto public roads and property in residential or . r• r• . r /43-4?29:• '' r r r r r . ,, r : rural areas zoning distracts shall not exceed one half footcandle ""� 4.Existing lights on site vary between 3000K-6000K color temperature All new :• » i i1jT J J r r r r existing r J ." :. ,. ,• , r r r• 5 Provide g gray,square pole for posed fixtures to match g " light fixtures or bulb replacements to have 3000K color temperature �, _ light ra uare r proposed in elev. 1. r r : r .•� r/; r r r r cp r r r r rr r r r /r✓ r J r r• r r r r r r r r r/ .- , r• r r• r r r r -'I :• r• r J' r r : r r r r r r r r `\.: r r rC r r r r r r r r r \ � SHIMP ENGINEERING ............:. , , . r »/. rr • r r r .~ r` r r r - r - r r r r r r - r r r .w .»..w».w Q'' .• .» r r r r r r r ." .» :• r r r r .•• .. .. � •Pc sul » » » IB -3•es r r r !• •• ,IX iv. r r r _ r I " r• • FSp T� 1 ��� 9D -- _._ tr NA1. ` MAJOR SITE PLAN AMENDMENT I r r r r r r r r » r r r r r r ALBEMARLE COUNTY,VIRGINIA r r r %-- r r r r r r r r r .•*: : r r .. r :• : r• r• : 1300 RICHMOND 11 . r E.CO.20.5o1s r r ROAD - FLOW J AUTOMOTIVE fly . . r r r r .- r r r r r r r r r r r r r SUBMISSION. • dilli6'rF;<✓ r :• :• 2020.02.21 REVISION. r r• 1)2020 06 15 ---� i 2)2020 06 22[ARB] r •• r r r » r r r r r r : r r r r r •• r r /r r r r r ) • / r r DS T] ,g 45 2202010 22�R 4w bl 'A-05®,r' "•♦.SeS �. ,..� �•T- ter• r 6)20201130[ARB] r•A-N, y. " 7)2021 02 08 lip x r r r r .i/ r 8)2021 03.24 .. r r » r r r r r : .• w FILE NO. • r r r r e y » r ,4/ r ' 19 078 IX ®5. , � LIGHTING PLAN • . ROUTE2wRiCHMONDROAR• . __.- -�--r-" • > _0 SHEET C8 OF 15 r R • / / V V �"-� 30 0 30 60 90� i i■....._ Scale 1"=30' • Site&Area Site&Area Site14 Area rrf::.::; . - G GARDCO G GARDCO G GARDCO EcoForm EcoForn] Li,l sere • by(Dignify b'(jiyrify it, Carder EcoForre Gen-2 comb**.economy with performance in en LED arse Firm.. Gerdoo EcoForm Gen-2 combines economy with performance in an LED.. n.i.. Gerdco EcoForm Gran-2 combines economy with performance inen LED area °"t°d lunina re.Capable of delivering up to 42.000 lumens or more in a compact low ....<... luminaire Capable of datvereeg up to 42.000 lumens or more if a compact.low *ono lumirrire Capable of delivering up to 42.000 lumens or more in a compact low .ve:. profile LED luninelre EcoForm offers a now level of customer value EeoFoen profile LED Wminsire EcoForm offers a new level of customer value EeoFone c.*. profile LED lu miaire EcoForm offers a new level of mrstonfer value Ecororm60 up features en Innovative retrofit arm kit simplifying site conversions to LED by -- features en Innovative retrofit arm kit simplIfying site conversions to LED by nature*en lnnovetne retrofit arm kit simplifying site oonveraons to LED by eliminating the need to drill additional holes In most existing poles Integral __ ellminetinq the needs drill addl[bnalhole.In most evkOnq poles.Integral _ eIImlMdnq the naW to drill additional holes In moat eshtlng poles IMegrsl e,. control orators*reliable for further energy savings.Includes Service Tag our 1 c„ control systems available for further energy savings Includes Service Tag our w. u. control systems available for further energy savings Includes Service Tag our u'ive innovative way to provide assistance throughout the fife of the product. n4,, innovative way to provide assistance throughout the life of the product. v.4 innovative wry to provide assistance throughout the life of the product. s..... Ordering guide a ereu.ECF Lieu-1R-0w-03..1.n-l0O DD-POB-F1iP1TB-no-ee 01 Ordering guide own.En-L-PoL-IA-OW-M-.iR-Po r10-ow-P®-Ft-BPI-INAM Nw-en Orders rep guide eamDl.ECf-L-PoL-r-Cw M-Afll-Op-T10-01PCa-F1-BPI-TB-PPA-lea-Be ECF-L 80L sew AR 3 �-L 80L AR. 0 riff-L OOL AR 5 6u MHO 1.1 OS Yin es A.0.W _ eai 1M1 CO ppEl.. cep pea Seer.W WN w e. e.ee s, 1tee te ON p01.. sae Pa POO Aver.W M. ear 1.. .0. l... .taw aey1M0'crag. .... 0 art ,6.0 NO.1aea11 .1.m 1 be} Ba IOW 11.000.01r ea..l Nm.l n Bit ti tarn lEd mM rrew .au. l line} .41•01.1e.l a.a.l Pao. R Ah .... ■0.e sera OAP.. k O I..'...er m NO a¢ 061 • ae.^ eW......P.. ....e. ear 6.aY4'a .MOb.eea'lie..la ON a W O. a•••'• ...... m11r M. 6'.e.dY Veal sen...e.' r11*yr�my aeM• Ne in.lorb`m. pis. so mO.4..r} . Dr Oil FIALA10 w ass* es. .o.. eel* a sere ee ee.Wm} Mp V)On F.D I S Rp LOS o...* ner.n pass - ssu Ns .110.0.01011 . e7 .1 .Q 01 ula..1e en 1e.ee * .en,. 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Y.De•...ww..ee>eew..e.m.nw+.+. wR..wn b 0..............no.v H nsnw.vlw. n w.amr...r.nvws. n .owr.n..ww ....e.....ws.rul0ar ...........nnea"r. w b..•...e�M.nnavr4. . • a.e...e....i. . .nw.a.awp.l.Iryew.a.. wmr.r..unaalw.�~M ..tl..`en...e.M.+r.l..11 �^y,�•em.am.b.�r .ea..Rm..e..ur.ns..en. m. s..1 t4..................Bin. ].e..•s*.. 1.7,,▪e.uu...a..... .e...... A.M.*,00 Or ETV aR...u........ ,l.�yD��� 8 . rr ECF-L4cFa.m� b MA qW mi 4110 2 3 `®a en-LEmm .r im"."4p.0430 woo," ism' a 9 g®w NWL ..re."be.mr1 EwFx. 0 e0e or] SHIMP ENGINEERING _ _ Design Foams.eeos s.lrealfPOEtr n..waelrerr 1111 Flap.. norm 43.1427.6140 MI..N..Vn]au .........n ..e A c,,,,• r 2 u SH P> 15183 10 (1111 (Y`' F e SrorvnL E 13 MAJOR SITE PLAN AMENDMENT, ALBEMARLE COUNTY,VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION. 1)2020 06 15 2)2020 06 22[ARB] 3)2020 08 10[ARM 4)2020 09.25[BID SET] 5)2020 10.22 6)2020.11 30(ARB] 7)2021 02 08 8)2021 03.24 FILE NO. I 19 078 LIGHTING DETAILS " '- SHEET C9 OF 15 30 0 30 60 90� CA ` ' • Scole 1'=30' I WI I Y` / *`k " '; a'tre�i►���4►� .�►A V�rdr�►w4 •`.- r ti+i' 41 'a/ �•. z 1 ! s \is_ _- ` 'Se -��. `a � f,4 s�- ��l'�.'�,��r/. ge.•,s\ (\1/m t, \ `-- c s'm-_- '_ -.r.as-i•: _ "'VVV !; DISTANCE RIGHT' / ) rra � _�54^4j '1,`..a / / � �% -__`_'_/ '/ -__ � �\_ \- 53 sic H r I i ___*6..., 71 I f I\\ \ \ \\ I \ENTRANCE 1 \ ENTRANCE 2 (RIGHT IN ONCE) - i.r ` �_- \tir /I =_ // " __''i'!!rl S. ` `1 \ - - - -- — - - S ROUTE - - - \ - i / r . iI RICWOND 1 /� _ _-___ W�D'fHR`S/W HWYDP BRIX BLE }, A\ •/ / � ` _, `_\ 1 D B 116'8-546 '8- '�C ! il, _ 1 r / r � 'ter r. I I `\ �ffB 229-56� I • I -----. 1\I -�', \I D8 229-585 . • \ 10I"• u _``/ 1\I I �..'T\. - /// I ir \ - • I ' \� ' \I 1 v � \ I ` I i i - �`I i\ m I\`` _ _"\I \ \r - T � 1 \ ..Ilit � \ I\ I \ ` \! r \1I I _ -1 I ir ` I \ ' 1/I /\ I / \ I I ] I\) \I \ I \\ . 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F - 1_ 390 1 w 785 _ -385 410 1 -'� I 410 _ __.- _- -_--. __ 405 _ _.- -__ _ -- 405 400 • 33a+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+5 05 4 . , - 0+00 10+50 11+00 I 3111+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+505 ENTRANCE 1 SIGHT DISTANCE RIGHT ENTRANCE 1 SIGHT DISTANCE LEFT 1"=50'HORZ 8 1"=50 HORZ I"= 10'VERT I"= 10 VERT SHIMP ENGINEERING ■..Ip......■.oI..n1q 1 2 u SH •a • 45183 lb ill SIONAL E MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY,VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1)2020 0615 2)2020 06 22[ARB] 3)2020 0810[ARB] 4)2020 09 25[BID SET] 5)202010 22 6)202011 30[ARB] 7)2021 02 08 8)2021 03.24 FILE NO. • 19078 SIGHT DISTANCE SHEET C10 OF 15 C 1 0 420 Al TS' Y•'/ '--'-__-_ O' 420 2,m ® "1 h� B1 fiA_- e m'm^ 420 420 410 g 410 415 > i p ^ - Dery 415 - --. EX. OUTLET I c'2_.S _ Y Yr^ _-_ _ _ .. _ - z. T. 5 m - 41s -- -. - _ CONTROL TO BE • 15 I `r -- - - - 3 8 GRADE_ _ R- .$g1111 dos .3.Or C _ %- Iva,+ 58m x GRADE - 410 Al"' 410 IOOz_- - - ✓O` - Sg.c100 405 �' I .. - �_ - - i. i - _ _ 0. _ 405 z • . ti 405 395 -- - - 395 400 x n - z^�- _, Ot,S a - soo i .- -.. _----_ ss ...,.125501! - m a m - -- - -a^ BP/GR�B[� 'O B.TYA :m1 N0p1- $ 400 I1 � r�400 390 - -_____-__-- --- -- 117.5&F- f HOPE - /a 0675 m 390 - - -e!- - _15"1' - i� Q 12 ,2 SE CLASS II°ACKFILL 5; Yi01YF-15"MDPE O 0.65; a '�'� ,' 395 _ - -_ - 1 z _ a 395 m MATERIAL AT 902 >a / - mm "- 5 + ry m m x•-o -- _" - - 5- - 395 n a' -- ' ■395 10+50 11+00 11+50 12+00 'i2+50 13+00 13+50 4+0° �'�•^ 0T STEEL. o> ^z PIPE HAS<2'COVER >-... 390 w� _ SATE A� >��-. 390 0> _ 5 J >> �lOi J0a. _ _� - _ __ -. --2g 2KF' m wmm BOTTOM - - - 39 �90 �h F. 385 ngMAINT - - -,O ICI�innn - 385 g:.00 10+50 11+ ? MINIMUM 12" - 5 O r. SEPARATI 6'.1yV><{S DP-�E jzr2 - >i 36D ZF - - _ - _ '°° STORM PROFILE A3-82 -m - 24. ::: yr, 11.--•3.2 t% 'OP-C�-.1 ,2.STEEL_ i _ 375 STORM PROFILE A5-A5a ;_�' T m m --8011014_- _ _ 0-_ a t7< PLl1TE_AT - -- - _ 1-=30 FtORZ .. 2-2 �z _370 .. -- z 16 00 10+50 11+00 11+50 12+00 - 12+50 13+Cr 40 STORM PROFILE A1-A6 1•=30'9ORZ 1•= 10'VERT 360 1 F2 _..-_ 360 IT- ]�, 355 zo *1 -_- ! 355 4V 4• „ 425 Imam 425 410 m ' --8 ry 410 ANTI-VORTEXOa. o X.GRADE/ M1' . I ® 410 o - - - 350 lAA9N R • 350 _.-. ., 405'6 - 405 .;.. 6 •� 4D5 420 + - - e-5, 420 3 315 S-2 0�- X r E�5 345 SN = Wt AL AT _ -- _ 4_. TRASN.AACK_ w.` z - COMPACTRIN*HE- - 1 - __--_ 400 400 '�lNV.340.00 x WEE 344.65' _ •I._._ w 4 IW 415 �_ 415 _ - r �I� '� -�--• 340 a,59.6 LY=._70-11BPE O 1 - .-_ ! 00 mo �0 .-OP.GRA1H: 410 �i iiiiiiiiii=410 395 y • 395 _ 395 -7.1_______MM � �� 395 li- 335 _ z __- 335 ..It ■p e. > _ _ TT n 19.4I[ 111111 405 4os 390 (I .390 _- - ___- _ 390 1 _ -. 390 ;: 385 rn. 330 - _- _ - - - __ 330 4�y� �g5 o Z _ °' 1�';W.liEErMilliMilialli 400' 10+50 11+00 11+50 nZ .• • 10+50 11+°0 325 - _._ }�5 3851n �> ��� 10+00 IO+50 11+00 11+SIT Z zz 3150 - . ®STORMRTPROFILE D2-D3 STORM PROFILE A4-A4a STORM PROFILEF1-F2 ORZ 375 == 375 ®1 = 10 VERT 411 1 = 10 VERT SHIMP ENGINEERING 3710+00 10+50 11+00 11+50 12+00 t2+R° Omar.hemmed 5.1.4e•a48 912 6.l.v Mew 0rs41s 410 STORM PROFILE A3a-E1 I.=30'HORZ 1•= 10'VERT • LD-229 Munn Drain Design Computations O7, LOSO45Oormrwr tow Compe88oes ----- Inletre.Owaa Only Bap inlets Only 1300 Richmond Road 1j From To Point Catdl Runoff Inc AUun Tot Tot Tot lies On Pipe Inv Pipe Pipe Velocity Fbw time �t;� 1 2' £ Point 4 Coat AC AC Tc IntllOyr)Flow 110yrlldsl Inv Inv Len S Dim Cap atc ar7'�' E ib Ib 1 g lac) (min) (In/hr) 0) 9 Iffl % (in) (ds) 01/a) (mtn) vSN > • 7 1 2 l 4 5 8 7 8 9 10 11 12 13 14 15 16 17 - 11111 43183 T1 y t F t 11 1� w 1 I p F 1 F2 F1 3775 339.80 33&70 73.11 150% 25 54 120 010 p0 1111 -2, 75 L t� cS - o CI oLs g o- c7 ., g ar o o i a a 2 11'I 1 2 3 4 5 8 8 9 10 11 12 13 14 15 16 17 18 19 20 21 - 22 23 24 re 02 0.42 0.84 0.35 0.95 5.00 7 10 251 411.00 406.73 115.66 3.68% 125 14 8.6 0.22 FF'V/ONAL C'a`. (8) (ac) (DUD) (do) (do) (d41 (8/8) Mt MI6 (R) (8) k1/) (dB) (16 (8) (R) 03 DI-38 10 042 0.84 0.35 6.5 2.30 - 2.296 0013 0035 0.037 0.21 0.50 042 5.82 'A3a A5 1.08 QV 0.89 0.119 5.00 710 130 4E6.10 399.62 78.78 8.96% 1.25 18 136 010 0.35 4.0 1.41 - 1413 0.013 0.18 - 0.50 0.31 4.20 MAJOR SITE PLAN AMENDMENT Abe 01-38 8 0.41 0.86 0.35 8.6 2.27 - 2.288 0.013 0.064 0.026 0.030 0.22 0.50 0.44 4.38 El Ala 0.40 0.82 040 0.40 6.00 710 283 390.80 389.45 208.05 0.86% 125 6 ♦6 076 0.35 4.0 140 - 1398 0.013 0.16 050 0.32 199 ALBEMARLE COUNTY,VIRGINIA El uaB 8 0.49 0.82 0.40 4.00 1.60 1595 0.013 0.17 - 0.50 0.335 2.36 . 2.SB - 2 59 0.013 00247 0.037 0.080 0. 0.50 0.5 I 16 0.40 4 g2 91 0.26 0.70 018 0.19 5.00 710 1 32 932.40 39223 25.5 0.65% 1.25 6 30 011 1300 R I C H M O N D 17 52 5138 12 0.26 0.70 0.19 4.0 1.21 - 0.742 0013 0.0ee Qmo 0.0e0 17755 0.14 1003%00% 0.74 Q0000 B1 All 0.05 0.77 Q04 0.22 5.00 710 150 392.03 399A5 11758 2.20% 125 11 61 0.32 ROAD - FLOW 81 0438 6 0.06 0.77 0.04 8.5 0.25 - 0246 0 013 0.089 0.020 0 080 1 16 0.09 100% 0.25 0.00 AUTOMOTIVE 004 4.0 0.15 - 0.151 0013 0.07 0.06 100% 015 0.00 A3a Al 0.05 073 004 0A6 5.00 710 468 399.25 387.69 240.12 0.65% 125 6 5.1 078 All 0139 4 0.06 0.73 004 8.6 0.24 - 0.237 0.013 0.015 0.015 0.09 0.60 0.17 6.87 0.04 4.0 0.15 - 0.146 0.013 0.05 0.50 0.13 4.21 - 48 D5-38 10 0.29 0.89 0.25 6.5 1.65 - 1 851 0.013 0.027 0.030 - 0.17 0 50 0.35 5.76- M M 0.29 0.80 0.26 _ 0.25 5.00 710 1 80 402.04 399.62 20.17 12.00% 125 24 116 003 SUBMISSION: 0.26 4.0 1 02 - 1 016 0.013 0.13 0.50 0.25 4 17- Mi D-3C 12 0.14 0.82 0.09 6.6 0.58 - 0.580 0.013 0.01 0.013 0.06 0.50 0.12 4.91- A5 M 114 5.00 710 8.10 399.42 393.95 66.18 627% 1.25 20 15.5 0.07 2020.02.21 0.09 4.0 0.38 - 0.357 0.013 0.05 0.50 0.09 3.55 M 01-38 6 0.14 065 009 6.6 060 - 0.602 0.013 0.027 0.045 0.12 050 0.25 2 75- REVISION: _ 0.09 4.0 0.37 - 0.370 0.013 0.09 0 50 0.16 1 99 Ms M 0.14 062 000 0.19 5.00 710 1 35 395.77 393.95 75.22 2.42% 1.25 11 6.0 021 1)2020 06 15 A3 DI-3C 12 0.49 086 0.41 6.5 2.69 - 2.688 - 0.013 0.02 0.020 0.18 0.50 0.36 8.88 2)2020 O6 22[ARB] 0.41 4.0 165 - 1653 0.013 0.13 0.50 0.26 6.41- M Al 0.14 065 0.09 1.42 5.00 710 10.10 389.95 387.69 2824 6.OD% 125 20 162 0.07 3)2020 08 10[ARM A3 A2 0.48 0.85 0.41 248 6.00 710 17 71 384.68 39178 64.13 6.09% 15 28 16.6 0.08 4)2020 09 25[BID SET] 5)2020 10.22 6)202011 30[ARB] 92 Al _ 2.49 6.00 710 17 71 37678 37500 59.48 3.00% I-5 20 126 0.08 7)2021.02 08 8)2021 03 24 FILE NO. 19 078 STORM DETAILS SHEET C11 OF 15 C 1 1 i 2 5"OF SM-9 5A ' \ /! I I I I I I o000000000000og _-6" - VDOT#21A BASESTONE ,..V.. o:a ] C� y' [ M. F;1 I�� I I I I I COMPACTED SUBGRADE "P.,..,OAT x.o,N'Emma { -/.v . e �Ai,. ii ii///. - ®LIGHT DUTY ASPHALT DETAIL Nu.„1" - mill SC p ,� �����. Not To Scole / .ti1� '✓ „fig tv "' ����III ,, s..c .�_' 11 . _� 4.µl�Muy�C _ sv a ��� - l` _' 2" SM95A ASPHALT 116=millEil 4 �� • Jlmainrw, 2 5" BM-25 0 ASPHALT BASE COURSa �`/ j III b11 )00000000000000 ISOMETRIC VIEW a _ _ �Ill�rf1! 00000000000000 6"COMPACTED VDOT #21A r _+� '4 SECTION A-A .RAC.� O,wvN f U. 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VDaT STANDARD METHOD OF SHAPING UM" WA INI MIN IIINOMbl MgrMANHOLE & INLET INVERTS ®PAVEMENT MAP ®DUMPSTER PAD DETAIL ........MIK MONI- STANDARD ENTRANCE GUTTER WITH FLARED OPENING r,.'I woo'°°` ,ARIA OPyNNIT y NINGIOTA,R, T'I _ MR a I0 1 I-ye,DAIS (FOR USSE ACROSS'. PDEWA SIDEWALK/ sov Not To SLdo Not To Seale nATION •' I Na.r oo m. ' I NO PROJECTION OFPin ABOVE GROUND LfE I_� TM CI FAL no or FL. TM M ILL I rT TI tiliiiii J ; t _ ---- — - ---- — �.,-. _ ..� Li ` -II=11F1 -II�1- l-LL-1 pir , 11� j'j��l�D��f I I 6 I.. �Fiii, »H'-• aN 9 �.� All r. Itmer- 1 TTTT W '1, TT 1_,/ .,,,M" .will wa,0, �.. A iil 11 mat N.P<. • .-„I: „ 1 TTT•TTz N.J....? 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MET„• NVRCNOM CIRC PIPE BEDDING AND BACKFILL - METHOD "A" =r .-..o.r..r"�,.r" I^fI .14 n CAARM '+rt TANAPINTA NA Too ATMa'" MIS ROAOB BRIDGE STANDARDS - _ - - - �b lI'•IS SENFR SERVICE LATERAL CONNECTION NOTES' F'rAOEGAL Ec-'C' A MINER SEANCE LATERAL CONNECTS 1O A NAMNnE • MD NO NAEAT ELEVATION FOR THE SOME LATERAL IS S OCAIED.TIE TOP(GROIN)ELEVA1OI Of TIE SENWCE LATERAL PPE MALL B AT LEAST MT NO`.M SIAN TIE - �^ �' 1 liE "'.ul�lo cOOROK or"E TIC 1D"sI"`L"""'ED MAJOR SITE PLAN AMENDMENT a T-Oc •1A"°s1 1.A .Drta a.SCOOT LA TOMS TAPPO INTO AN COSTING SEN:4 MAIN WILL ALBEMARLE COUNTY,VIRGINIA S .. BE CONNECTED ED USN&A PPE SADDLE. � 1]a�B car I.rum a wort m c aAa u 1 MS Ora TAY DE rat.r MST N we ""-d „ r " " >-^""N`""�NA " CONNECTION 9"u"C 0 1300 RICH MON D IN 9/"6[A r DE 0/A•PER(WT, �_i`� Lyy� A, yff-]a�DARE L6fOAPN ...".`\' I ,K pA ".. 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A COPY OF THE ONONAL WEED AND SIGNED ORM..GE FILE N THE O'N1RAL OFFICE C• 1.- REFERENCE W-BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROO „�MOE D D, AnA-..L.P,. \ Shn"AL ti sos FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS) REV..DATE MEET t or 3 �ef 1 T o \ �. V.G•AA DEPAR1YENT or TRANSPORTATION of/t• sous I / . - .- MAJOR SITE PLAN AMENDMENT / ALBEMARLE COUNTY,VIRGINIA SAFETY FENCE GR-2 GUARDRAIL = � -71 Q 1300 RICHMOND (42" HANDRAIL) • ��, �_ ��m • Fn' � ROAD - FLOW W SLEEVE—IT POST 233• 1�i AUTOMOTIVE SEGMENTAL 2eo' �1ao'- CG-6 CURB • • Li i .n ( SUBMISSION: BLOCK WALL 1 so MIt1 & GUTTER LC - % _a lisi REVISION: /�' l A - - 1)2020 06 15 z)zozo os zz[ARB] 4 00' a - . " ^ �, •e I 3)2020 08 10[ARB] // . c N • , _ 8 _ _ 4)2020 09 25[BID SET] 22 A II i i) I)- 6)20201/30[ARB] i. - __ I �7 8)2021 03 24 ..ION•. .:.- , 3 67' ---., FILE NO. f — / . —� 19078 s. 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Li :41,0o is if a III i ____!' 4110 ., 0 WillitlialCM1111111111111/11 - i li, i , i s i___ s ,, . , , mom „ . , iii / ` 1 `SC 1 , . , 1 1 ' FROM l*ilk / I L I SHIMP ENGINEERING i / STUB i � I e..,,,s......E::I..tl.:�R 111.4.41.AVM Nero 414,27.51. /Al /(I O O O O n T . - --41114 gryD i� 10 r"."" ---,4111-1C V. Liiiiiir.....4..-- ..._ „IPA. AtIPIIP 2\ ,‘ ‘ (44 laivir**,•. ,sto—te vg.,-g40,_04111Vitip, ii.: L.;t0i. Fr Or4 OlAki -- __. AlPia..j-—'.—''—"'----..•• - 1 lb„s'ioN./A.1L4 p .,.....,. --- / op H ,.... 0„t/. "emove an. replace . he,VICA. _ (417 ,iti .—. giPts=0c04.r..r.1,-1'n_',,.'-i•,,',,,i1-', ..,,, - ,rWW,i*t'•,"NAM li l--it.. ibg.1R'.: Ctla-'A'.7kl"i•,kl',. N.Z •i /S I\ F. •, mod, '•'*-:. `'r\/044'I" ti 10,, MAJOR SITE PLAN AMENDMENT, ' ALBEMARLE COUNTY,VIRGINIA 1300 ®WATERLINE PLAN VIEW ROAD - FLO ND Nrs ROAD - FLOW AUTOMOTIVE 425 425 SUBMISSION: 21 420 -- vANr.S — - REVISION: - _- FROM-EX GRADE - - _ --_- _- - _ - - - - BY-A-FEW INCH S .- - - `- - _ -- _. - 1 202�0615 415 _- _- - z - _- _. 415 __ F�QO -- 410 COVER 321 LF B"INTERIOR _ iH'y�o� Fo... — - .-- 410 OS ELL CEMENT MORTAR- S }c� 3)2020 OS 10[ARB] c 4)2020 09 25[BID E 22. m - �� 2020 2020 1022 EXTERIOR ZINC COATED. o, 1e FS m a - 2- y o z ui rain ( Bz1 TEE - w5 6) [ARE] -- .. c VARIE11 30 ARB 405 ELL E - °V CT ASS 52 ON'AATEHLIN Z•`` - �� - zn ur STUB. ni - --- .- '^oto 2rc 1 FROM EX.GRAM uum�� STOP 7) - i8n. ep'�'�- MIN 03 R y BY A FEW INCHES STD 6)2�21�324 - - - F NE CEMENT MORTAR-LINED 90.EEL To_nA- - --- FILE NO m ` MIN 15' COVERearzmoR rwc mAiPD 395 19078 o 10 FHA 700 CLASS 52 DP WATERLINE 110+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00a -.. 14+50 15+00 15+50 16+00 16+58° WATERLINE PROFILE •WATERLINE PROFILESHEET C14 OF 15C 14