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HomeMy WebLinkAboutARB202000032 Plan - Submittal (First) 2020-05-19MAJOR SITE PLAN AMENDMENT LEGEND EXISTING NEW E 311,5 x X� � 311.5 TC x X� 311.5 TW x X� 311.5 BW x x' X X -0- -0- (1) m OHU OHU UGU UGU 0 00 q q 0 OO S S -W O DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE 1300 RICHMOND ROAD - FLOW AUTOMOTIVE OWNER/DEVELOPER Owner: Flow 1300 Richmond LLC 500 W 5th St, 18th Floor Winston-Salem, NC 27101 bthomas@flowauto.com ZONING HC - Highway Commercial Entrance Corridor Amendment to SDP199500042 With SP199400004 SETBACKS Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of the right-of-way): Building: Min - 10 feet, Max - 30 feet* Parking: Min - 10 feet, Max - None *None on any lot abutting a principal arterial highway or interstate Side & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District): Building: Min - 50 feet, Max - None Parking: Min - 20 feet, Max - None Side & Rear (if abutting lot is zoned commercial or industrial): Building: Min - Accordance with Building Code, Max - None Parking: Min - None, Max - None MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE TMP 78-6 : DB 5090 PG 504 TMP 78-7 : DB 5090 PG 508 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (01/07/2020) w/ portion from LiDAR retrieved (01/30/2020) Delineation of LiDAR & Surveyed Topo Shown Sheet C3. BENCHMARK Datum for topography is NAVD 88 Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005, (Community Panel 51003CO287D) a portion of this property does lie within a 1 % annual chance floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. All sanitary lines on site are private. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 35 ft EXISTING USE Automobile Sales, Services, and Display PROPOSED USE Existing Automobile Sales, Services, and Display w/ Additional Building and Parking Lot Area Maximum Disturbed Area: 3.75 acres LAND USE SCHEDULE EXISTING Area % Building 39,330 SF 6.8% Pavement 218,787 SF 37.8% Sidewalk 5,334 SF 0.9% Undeveloped 315,799 SF 54.5% Total= 579,250 SF (13.30 ac.) PROPOSED Area % Building 51,686 SF 8.9% Pavement 233,216 SF 40.3% Sidewalk 4,550 SF 0.8% Undeveloped 289,798 SF 50.0% Total= 579,250 SF (13.30 ac.) PARKING SCHEDULE Automobile service station and truck repair shop: one space per each employee plus two spaces per each service stall. 41 service stalls provided, 2 employees per stall 164 parking spaces required 196 parking spaces provided Motor vehicle sales, including automobiles, farm equipment and trucks: one space per 1,500 square feet of display area. 57,880 sf display/sales area 39 parking spaces required 46 parking spaces provided Loading spaces: one space for the first 8,000 square feet of retail gross leasable area, plus one space for each additional 20,000 square feet of retail gross leasable area approximately 57,580 sf retail area 3 loading spaces required 3 loading spaces provided TOTAL REQUIRED: 203 PARKING SPACES, 3 LOADING SPACES TOTAL PROVIDED: 243 PARKING SPACES, 3 LOADING SPACES (INCLUDES 7 VAN ACCESSIBLE HC SPACES) ITE Trip Generation Trip Generation Manual, 10th Edition AM PM Use Description I ITE Qty in out Total in out Total Automobile Sales (New)l 840 141Service Bays 52 45 97 61 69 130 Total 52 45 97 61 69 130 Trip Generation reflects AM and PM peak hour traffic. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 =2000' Map provided by Google.com SHEET INDEX C1 COVER C2 SITE OVERVIEW C3 EXISTING CONDITIONS & DEMOLITION C4 SITE PLAN C5 GRADING & UTILITIES C6 LANDSCAPING PLAN C7 LIGHTING PLAN C8 SIGHT DISTANCE C9 SITE DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com � �NLTH �F J U JUST �SHIMP a o. 45183 w� fk117k,VS1ONAL ��CS MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. COVER SHEET C1 OF 9 19.078 C1 THIS PROPERTY CORNER IS APPROXIMATE ONLY. o PLATS OF RECORD SHOW THE PROPERTY LINE RIP h� TO FOLLOW THE STREAM. HOWEVER, NOTES RAP ��h o� N� ON SURVEYS OF THE ADJACENT PROPERTY STATE ry THAT THE STREAM WAS RELOCATED AT THIS a CORNER BY VA. DEPT. OF HWYS. NO 7.9a EVIDENCE OF THE ORIGINAL STREAM LOCATION EXISTS. THE CORNER PROPERTY LINE SHOWN HERE ON �h IS TO THE CENTER OF THE EXISTING STREAM. T.M. 78-&B IRON FOUNDA M 1.51' OFF LINE V �` T.M. 78-58K / WILTON, LLC v - JAMES A., JR. & PEGGY W. DETTOR D.B. 1130-125 v D.B. 3713-419 D.B. 1198-307 & 308 PLAT D.B. 2700-317 PLAT D.B. 391226 PLAT D.B. 201455 PLAT FE- V �� PROPERTY LINE IS SHOWN AS �v v v v vv � T�� y o^ M� THE STREAM ON PLATS F� \ C ��SA h� ti h �' GAP D" RECORDED IN D.B. 201-454 & & t D m �� M �� D.B 1198 307 308 � 0.038 ACRE h v �v \ v v v vy v T.M. 7858G1 PAN TOPS CORNER, vL OVERLAP a vv u Lz OVERLAP GAP A>, _ - - - - D.B. 4358 684, �A vv v vN, vv. vvv v V �� `� ` — — — — — - — — - __ _ - - - L3 - - - - - - L4 <� B„ 0.008 ACRE 688 PLAT vv v �� vv A ` v A ` ` �� � -- 0.002 ACRE 0.008 ACRE \ \ \ .I 1 F \ \ ` x_--x x w ------------- \V FOUND <s _ VIRGINIA EASrEM�.NT (DB. / FOC `� A•�� \ `'� `� A �� A GRAPH COMPANY OF "` TELEPHONE AND iEtf �� _ F V AMER, 980=483) -� �� N -- - - - - - 1 v V A \\ \ ` -.�- X B©U p� Y DINE AS SHOW Ito 112 L73x .\x L14 L15 R'N FILLED IN _ - A NO E 0@. `'40 -N PDT —360- � - Ax NGRETE �� -- ---- LOCATION OF _ A TELEP N AND A ----- x r"�NUMENT \ _ _ APPROXIMATE rC — \x ERIc N C —_ / I \\ \ \ \ \ 20' SANITARY rE�EG \ L17 k 1 100 YR FLOODPLAIN w \ _\`\ \ A -^- - SEWER EASEMENT - — RAPH Col J ` \ \�� i I 980-q Y OF I ? \ �.8. 1b49-59H)- �� �,� — — / 2d) IRGINIA EASE N-----'�I U8 x \k _360— / °' _ — yR FL0 DPLAIN �> \ \ ��- A A ' --- Ex. PIP RAP too ----_ ---- L19 PRESERVED SLOPES v v y�;� v _ - - - - - - - _-- - 100 YR FLOODPLAI v v V A ------ ----' - _ ------------ RON FOUND _ — — _ -- A ------------ _ — _ \ -� �77 � i / V ` _ — - \ �� \� \ \ �\ \ 350 —_ __ 20' PRI�AT �Art` X:JO� '-- - - --_-_ --_--- DRAINAGE- - 78 \ \ �� \ �- _ - --- 3619-216, 218 -PLAT) \ °. \ OODPLAIN 350 15 PERMANENT CONSTRUCTION \ J /■I AND GRADING EASEMENT � � \ `,�� ��,���� � � ��� � `� � "� � �`� ` ----- _ _ -- 15' CMP � -- (D.B. 4553-473) A — — '— _ IRON I 1 �. A �" `y V `�—_ `.�� \ �� — — — -- -- - _ EX. DI r EX. DI FOUND / ■�-----_-- <�a.� ---- rn - _ T.M. - �'■�I LOT 7 V v 360_ _ i �- --- q° ----------------_ t75 ---- LUG ACRES C�V� y�QO--------------------- ACRES (DOES NOT INC 5 59 A ; Y v - ,------� `-I N OVER LAP-S­ -OR- GAPS) - �� I A v RI � ON-D �LG, `��v`� - - �C� FLOW 1300 RICHMOND LLB-��� - v v ���v370- - -- +- I ; -- __-_-----0 -� _ 5272-714 '\D.B: Q1=454 P-LATE -- - _ - - D.B. 1168-546 D.B.-440--37 PLAT. _ \ --- z_-_-------- --- /� / - - ` - -�� ------ '"- / � � ��_ [1X.ISAN MH-�_.-B'.-���-_5_69 & D.B.. 201-454 PLp \390--__\-'� SAN MH -- T EX v — _ E TOR)' M J --- I 8 BLOCK BUIL ME a r _1 �� ♦ _ � v ;t#7290 ��� /�� �' �� - --_- • V� �----------— — — — — — — — — — ON` —E ` I � pRA)I _ l , IJN6 f II � -I-_M..,_,7�_� - LIMITS OF AMENDMENT z �r s-s 5 '� E �x��� �1� TCo PARTNERSLLc --�,s S °� � -�� 1 I � 1 vv D.B.4710 -713 Ex. MH - — —s L _ �� --- -( -B --6�7 M9 THRU 578; II Ii 41D- �`. EX. 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ONE STORY STUCCO �EX.(H d I ^ l _ - - & BLOCK BUILDING IIIIIII y � � �ammum -- � III TOP lalain noIIII i SIUN _ i i x f IIIp�III II � � _ II IIIIIII E 4 x IEX. LAP ; X. EX DI Mq"B _ a� N IIIIIII �i _ / q. IIIIII uII �. � rX I JE ExTxL T,EE / GAR R :AK THE i�= ■ IIIIIIII APPROXIMATE LOCATI N 0 STGP - III�III f EN AL ELE�EE C PA Y f SIGN II�III F V GIN M TB��WV13 5 '5'• CON . �- �----_--Po EI (LP) EX. LP Ex LP x LP -$ L -0- �� -(T E- �5 -P- E EX. PO I j'��� . KLIEN .-. _aElp[En v I . 11I I11 iEGEl 3, \ APPR&IMATE LOCATION ATION OF BIN SEMENTUTILITY EAT i - - - - - - - --------_-�` . - -410� - PC FOR VE � � (D. EX.. N E{- -- I'--- J. # - —42 oN�'. 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XI-200 H - D.B. 11 j 46 EYE- �� 229-56- V � A� �/ +/- COUNTRY D. 229-56-- ----- To, AND COUNTRY W MANAGED SLOPES - SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com LINE BEARING DISTANCE L1 N89.13'28"E 16.95 L2 S74'50'04"E 22.88 L3 S88.50'19"E 47.65 L4 N89.09'36"E 28.51 L5 S54.27'37"E 21.14 L6 S45.14'43"E 25.86 L7 S60'42'33"E 7.93 L8 N75'32'00"W 162.81 L9 S75'32'00"E 58.18 L10 N79.30'14"W 46.20 Lit N60'42'33"W 12.51 L12 S79'30'14"E 10.26 L13 S87'07'09"E 40.46 L14 S62'11'08"E 19.35 L15 S35.05'12"E 6.74 L16 N75`32'00"W 73.82 L17 S75'32'00"E 37.19 � p,LTH O , v JUST� S HIMP Y c. 6 45183 SIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. 19.078 SITE OVERVIEW SHEET C2 OF 9 is C2 \ \ \ \ \ 00 YR FLOODPLAI _ \ - - - - - - - - - v 350 � \ \ _-----v----vv------- -- / � - ---_ - - - _ 20' PRIIVAT� - -- i _-_-_ - --- --- E-EASEMENT �D�C3.� � \ \ \ AINXCG - R3619-216, 21�J -PL_AT} -- - v ---YzFz��LOODPLAIN 350 ---- - �_ 15' PERMANEN��ONSTRU��ON _ v o AND GRADING EASE`MNT v v vv �v �v v� ��-� ` vv �v --- --- C - (D.B. 4553-473) v _ v v v y v MP v IRON - O V v \ v v v y vEK DI FOUND I ��0 _ EX. DI - - - - - - - - - - --- cly O_360— � \ \ \ \ — -390— �� v �T� Ma 7��6---- ---- _ — �w v___ T.M.78-7 { IOT��7, V v A -_-i- \ --- _ -- ---- -- - - - (/N \ � Q 360 / - - _ ' - - - - COS -- -- -- -- - - - -- -- - - -- - -- -- -- -- -- i 7�65 'ACRES �\ _-- \\'''— — 5 59 AC S NOT INCCUD\ \ - I -— RE (DOES - ---- _ — _ OVERLAPS--0R GAPS)- _rn N _ --v — / v N — — vI�— FLOW 1300 RICHMOND PLC / — D.B 527,12 1 - — -- = / , ---- �, -370- _--------- _ �_ ) - - - - - --D-.- —714� \p . 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MH k \\\ ---- - - POLE \ -��I_ _x--R �x _ - _ II W 0 EX. 12" -- --- - = =x ----E`EN — ---- ----- �� 33-70 _ X _ PLAT - TREE TBR -- _ T� --_ -- — _ _ -- - �� - - X _ _ 5 Ex. r 1 /' EX�G1 --- v v 404 1 —400=- - - - _ -_ -- - -->4=x LIGHT---_- IIIIII I / EX. ONE STORY STUCCO _ \ EX GRAVEL TBR wv® �� v � �- � x--X)_—x � _ �' �� X MH TM. 78-5A JTOPS CORNER; EC D.B. 4358- 6 84, 688 PEAT I / W/ BASEMENT \_ OLLY \ \ _ --- _X. \ --- -- -- _ I III I� I ESC. TBR ��o EX. R _ -- W� _ - - I Illill�l � , SHRUBS Tpk �EX. I( JUNIPER 2 \ N X D v� o III I \ \ SUBS\ c l\ TBR X. SHRUBS - II� - - - - ----_ UMESTER_ tOLLA DE_ v —. _ - EX. v-- _ - Z� - -- N yAD IIII III BA ERRS( _ ---__ llll IIIII SHR BS - - _ - - v \ ,_ EX. BOLLARDS - IIII�II v I TBR X DI \ I I I I I� I II I X. -410` W \ \ IIII BENCHMARK x V ORLY z IIII II I MAC nl iL SE � III IIII ELEVATIo =42 .08]"�t E 1'� \ \ 6 n \ \ IIII111 I TREE TBR \ ` \ \ \ \ \ 4 \ I \ IIII IIII v � �� v N Wy �, 6? EX. o I I l III�IIII x� E'X. DI y � SHRUBS \. LP I I II I I II r _ LP / � \. TE' - � E P _ U�-F'- II Fr=_01P*01 Ai IIII y i lit Ilpllll Ilpll� I IIII .SOP LP EE R _ - S GN 13R L /0 TBR \ H lid ° I \ / EX. ONE STORY STUCCO Ex. MH III II II / ! �,_ &BLOCK BUILDI I 1 11,11 Q- X. NC IIIII % STOP 4 -- STOP lllljl / if x SIGN _ - 41 SIGN A k R\ \� \ / I EX. G \ �. i I III IIIII II , - --�-EX i - %/ ` C�� +- ---_- 1 ON I� EX DI MAdLB�;< X.p 5 IIIIII� N E ; LP k �)\ LP X� CND IIIII -t� / -b- TBR RE R I Iu�illlll I1 IIIII / EX. x� SHRUB - EX. ✓ TBR - - - - SHRUBS -� TR X DRAIN TBR GO f TBR IIII IIII / _ EX. o / \ o2 H X. STEPS TBR \ R IIIIIII i�PROXIMATE LOCATION OF / X. X. 9TB � \ I111�11I ENT AL _LE HON C PA Y SIxOP EE>E EX IIIII F V GIN EA EM T B. / . & _ _ IIII E 13 7-1 5 SHRU 5" CON WV I x EX EX. P - - - _ POL (LP) , EX. LP EX. LP X. LP FH TBR - - - O EX, DI EX > EX. POL I \ , , - l_ � SI FUELS / � L�� T , �����--�-_ �- t - o � X. PAVEMENT TBg = \ ----- D CJ ER �1 SHRUBS APPRQIMATE LOCATION OF - — - r /,, \ TBR \ I cAs� c X. PAVEMENT TO REMAIN o, �2 --- \ UTILITY EASEMENT — — — ' A 4 BIN - _= �_ 2 OR VEPCb. C E( EES QEb�SAi GAs� FlS — — — — — — — -- -- _ —GAS GqS-GASi— GAS —GAS —GAS -GAS--. ' - - ---- --- - -4 0 \ D.B. 1168 546 410 — -- - -- J/ // - ° 20 EX. 15' [ E: 12 EX. 1 5" OAK T 1,EE / 04 TREE OAK TREE Ex ( E - - - - - - ----_ x _ o — - i FZ OHU -OHJU 0 OH - - - / -� - -- - OH�� - - , - G - , - - —ucu— —�, emu,-ucu —u Ucu-�_ _ EX. 1�-�� ucu ucu u ucu �+cu ucu uc ' 0 = N89 3846/ 3995 N89'38'46 — x LE T� EL , oUN�j� -/ NAI:ki o� �� ��ucu U c w cd}}�J U -- U U T:EE r VIB IRp M / - TBR UAK T, E _A TREE �r' �'ucu 'ucu c - �o° / / / SET O OINT I I 0AI; TR I �� ucu �� �cG$ cAs� / I 7A TREE U ucu �'w G, / OH(� � - Ucu - / BECII NINE) I I ����� 30 0 30 60 90 \ / APPROXIMATE LOCATION OF 20' I -u_� - Y' I - — b . UG6P WATERLINE EASEMENT _o I I II \ _ __ U_ (fl R 1 �4Q—�iQR) v 1 0 \ 1� —u�.�t N n Scale: 1 =30 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com N,LTH �F v JUSTS HIMP a cZl"o.45183 w SIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. 19.078 EXISTING CONDITIONS & DEMOLITION SHEET C3 OF 9 C3 T M. 78 5A STOPS CORNER; EC D.R. 4558-684 688 PLAT —24,00' PROPOSED PAVED PARKING AREA 0 4.00' - - 18.00' B1 �NEW DI-313 J r DE 3A 3 o 0 T7�0- N ONEW DI-3B00 r7 0 Q 24.19' 1 o 6 o 18.00' R U z LOADING z 0 EX. MH 0� / �o Fz I j w EX. MH � w cn IL�� 0-JQ EX. GM EX SALES 8c I~ EX NEW 10'x18' DUMPSTER PAD W/ ENCLOSURE 81 RETAINING WALL 00 14.00, E��D LOADING SERVICE I NEW SALES & FFE 420 TO SERVICE FFE REMAIN � CG— 416.35 4, 850 SF E .,'S.VICE I SERVICE 4,850 SF EPTIO RECEPTION FOOTPRINTr FOOTPRINT G-12 12.00' CCU-12 EX DI 5 �k 2 VAN G-3 MOUNTABLE CURB 2 VAN i ACCESSIBLE TURFSTONE PAVERS OR ACCESSIBLE o0 HC PARKING SIMILAR FOR SIDE HC PARKING SPACES VEHICULAR ACCESS SPACES cv EXISTING DISPLAY SPACES TO REMAIN (NOT INCLUDED IN PARKING CALCULATIONS) P0� (LP) EX. ALP EX. ALP EX. LP EX DI L CHU CHU CHU � yG OHU OHU — e CHU CHU }�W 3G9.56 X. ,TOP ,IGN X. AILB PROPOSED PAVED PARKING AREA 00' NEW DI-3B S� _o O hr ANEW MH TOP D1 �16 " 1 -20.00 NEW 1" W EX. CN STOP SIGN a EXIILP 72' 18.00' 18.00' CMP RISO APPROX. 5,000 SF F2 DETENTION POND. FURTHER DETAIL TE BE PROVIDED WITH VSMP. EW M a NEW DI-3B A6 � o a NEW POL `C 0 A3 EW DI-3( El EX. DI x `x k --x —xEX.xLP 0—x rTx —x —x —x —x —x I ® —x —x EX. LIGHT BATTERY —x —PX. LIGH —x —x — AREA 1 VAN ACCESSIBLE HC PARKING SPACE O,oEX BOLLATDs--110.00 EXISTING PAVED PARKING AREA 1 VAN ACCESSIBLE HC PARKING SPACE .00, I I Wy I EXISTING SERVICE FFE APPROX 404 TO REMAIN CLOSURE TO BE ADDED \p 0 24.30' �O 16, 00' LA CA N, rn 1 00 �I .W O -X. MH o LOADING i 24.00 NEW SALES BUILDING FFE 417.00 NEW SALES BUILDING \ J FFE 419.50 0 0 4J 4 J J J " 4 J/ J J , J s DI EW DI-7 T o 4, J" , o h� O JF ♦ ♦ ` . 0 11 EXISTING DISPLAY G N (NOTEOINCLUDED IN 1 VA , ' PARKING ACCESSIBLE 3 EXISTING DISPLAY 30.00' CALCULATIONS) EX. SIG HC PARKING SPACES TO REMAIN E' k ^� ' ® o SPACE PARKING INCLUDED I o _ Ob � CALCULATIONS � I OH X. POSE CHU 45.023 • , ♦ �� OHU N89°�8'046U �V fiUn E. -LE _ X I_P EXISTING SERVICE FFE APPROX 414 TO REMAIN 37,950 SF FOOTPRINT SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com �p,LTH OF v JUST� S HIMP Y c. 6 45183 w SIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. SITE PLAN SHEET C4 OF 9 19.078 C4_ - J00 YR FLOODPLAI- _ _ ` C __RrS MP \ \ \ \ �� A — _ ___350 \- - - - - -- --- APPRQX_5-06�0�-SF-- F2 - 1 O- NEW DI -3 `� A \ _ ___------- ----- 8 DETENTION POND. l i / - - - 0 \ - - - FURTHER DETAIL TO - �70 / / _ - - - - - - - - - - - _ AINAG - EASEMENT(D.B \ _� - --- - DR3619-216, 21�J AT -- � \ \ �. \ � � \ BE PROVIDED WIJf-I-_ - � f f I ( r' � __ � _ - - `, � � \ � _ - 1 590 N I 350 -5' PERMAN DNSTRUCT40N � � 3� \ � \ � \ � / I ✓ �' - -- - / F D GRADI G EASE p T 15" CMP I c� (D. 4553- - _ \ Y �- IRON I / �i� V �- �---- ----� --� EX. DI - - �..�-1 rn z - -- V _ ----- FOUND f � � � � � \ _ � 'a� J A---------------T-36 / J f J / 390 — \ ¢ ---__— N N F Q �� �� �V A �� 360/ --- �� ( ----- �� ,— OfNNECT TO E �� — A A ��� -----� , �u - - — ------- -- �- \ - _ PROPOSED G � � � i FROM SDP2018-8 LQ I % I\ --- --- -Z-------------_ �- - - - - - - - 370- A1� 4 E SAN MH-----__ 380 390--- - _�_ °o I EX. SAN MH '--__- I _ X NEW 3 ONE - - - , - - B1 0 DI-3 o 8 x BLOCK gU ILDING�� 02 X — — - - �F o y -_ #129� - A2A N MI� i / 64 f p0 � — / �, _ _ \ \ _ B Ogll.� 37 � - 15,. � � _ � -- _ '1 I Cr { ON � °- - � / p4 7 \ ORTION OF -- -- p PRESERVED- _ - - � n SLOPES DISTURBED I 24 L 39 IS LESS THAN 25% r V - - - o X_ III I 1 06 T \ X 53 —s —S — �� A - �,�=max _ \ - �` - CO PARTNERS, 06 \'14 2 _ - — s \ EW 1-3C \ 0�� _ x =—`` 38 T ti� Q oo E .:-�__ - V n 29 /�� 21 �p J 1 I I 1 � � --- - --- �- -�- ,C I u s 01 � _- III I� z EX. MH _ oo ��p 1 I �_--------- D B. 3C � TI IR e 1 N _ -- ---- -_ ---------k- -� l ill li /-410� �� J EX. MH - - -- - -a NEW DI-3B A4 O POLE \- -_---- - ----c_�x-X�—x =� _x e-�x- x/© - - - PEAT - - IIIII � 13 �`'�� _ _ =x = �x—__Ex 1�c�� ENS _ _ _ _ _ _-- g 59-70 x — __ - - r — __ _ , 3 — X _ I _ 00 - _—___ —___ —390— _ — y 3,3 —P_ _ _ _ ----- __— -- ___--- — --- -- 07 P -� -o � THR� I 7 W � x_ -- X�_ = — �X_LIGH�- _-_- MH Ix X. - x — o — _ I TM. 78-5A !TOPS CORNER; EC D.13, 4558— 684, 688 PEAT - - Illiil f // �' EX SALES 8c _ - 17_ - 02 - q= " - - - - I I �V SERVICE - . I 15 ° -NEW SALES 8c -_ - / - -, / SER ICE FFE —, �N --- i IIII II� FFE 420 TO 0b 44 6s � � 16 � X D I REMAIN 19 �� 41 .35 � ( .S .VI E �� ` SERVICE �— _ -- IIIII III E EP 10 I RECEPTION \ - -- - -- \ _" X_� \ A5 \ -- ---- - EM"PSTER _ IbOLLA DS IIIIIIIII ���� o - AD . IIII IIII 6 _ z BOLLAEU_ 4 �II .. ♦ Ho �N III II ...... .. .. 08 � „ 04 - EX l IIII III •/' TRENCH DRAIN W_DI_3 - A6 Y IIIII BENCHMARK (�►. X3 C�. C�►. 10�' III MAG N IL SE 17 III IIII ELEVATI0 =42 .08 \ \ \ IIIIIII I I � 6 III III \ 3 n Xi a n IIIIIIIII v o IIIIIII� V 12 L III IIII - - I Iplll II � II LP EX LP EX LP EX LP 3 ✓EX. DI cj -o- ca a IIII IIII NEW MH TOP D1 I Q - II 14 14 IIULd IIIdII�I i III i / / Deb 80 14, bs [if 90 14 i II�IIIII 3 16 II II II STOP — — fSIGN I IIIII ' � I I I I� I111 IIII / t --E V o I�nllll I E ALP EX. -LP EX �P EX DI MA LB II I x1500 III IIII / 17 — —� III / /� CO z/ IIII iil I / / 6X10 — NEW SALES BUILDING EXISTING SERVICE FFE APPROX 404 TO REMAIN r, U) o LA - w N, Pi 0 WV 8 � l EXISTING SERVICE FFE APPROX 414 TO Ex. MH REMAIN ,, -- --- -- X � 14 _--- 1 ON QRD - -- 76 x 50 1 y� FFE 417 NEW �,; W .00 IIIII CO_ 3 NEW SALES BUILDING IIII IIII ,A PROXIMATE LOCATION OF / Y X. � �' FFE IIIIIIIII ENT AL ELE HON C PA Y STOP � � - -- --' 41 9♦JO o III ii / SIGN � � ---- C II IIII F V GIN E, EM T E IA 13 7-1 5 5" CON H °. � J / O f - F _ F/ 20 rx POL (LP) EX. LP EX. LP X. LP I -0- > — - -0- EX DI D2 > W DI-7 T o i 16 ' ° ,' 19 o G7° EX. POL ( T 16 — — — �' ✓ x30 r .: 20 3 1 I 507 71 APPR( IMA LOCATION OF - 18 19 /y CA- -B-1E[�UTI ITY EASEMENT GAS J - � VIER b� � -T 5 �-��� GAS —, � \ 0 S GA / EX. S'� �y 410 - - - - �- GA — — G � � -470 - 4 As G -GAS -GAS -CAS — — — — I - 4 � 5 GAS GAS G AS A I 00 3 0X —420- EX. E- -HU — - -L7` - OJT^lJ _OH v D1 U - I U ucuOFlU -ua ucu—ucuOH-U u0 ucu �cu0H u—uG OHc� uc Q D �u—ucu \ c SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com � p,LTH O , v JUST� S HIMP Y c. 6 45183 w SIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. 19.078 GRADING & UTILITIES -% - _ u- -uG� u-G�uGu� O —--_N89"38'46" W 309.56' - . , 7� .� V - u u i 9'�8'46" Xv LE 3 �X I_P F O U N T UGU, uGU �GU �` G u / /i / /� /i / / / / �/ / / Gy�'ucu o i , i��i I UGLr UGU AS _ SHEET C5 OF 9 VGU - -- \..,': WGH-VG6 - 1111111 U- -- - E / BEGI NINE) I -- GU .. _Ue 30 30 60 90 APPROXIMATE LOCATION OF 20' I ILL & OVERLAY APPROX. WATERLINE EASEMENT _o I 1,000 SE PER INP-2 I 1 \ \ GU'uc u_ (fl R N n Scale: 1 =30 ' C v v - J 00 YR FLOODPLAI _ 5@0 FLOODPLAIN 350 — IRON / E �� v I --11,- FOUND Q w �390 \ Q` \ \ A \ wl \ \ \� \ \ \ \\ \ \ 360 ONNECT TO PROPOSED GRADING - - FROM SDP2018-8 Qo TM. 78-5A JTOPS CORNER; LC D. B. 4358— 684, 688 PLAT LANDSCAPING REQUIRED: STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 50' O,C. PARALLEL TO ROAD (540 LF) *ENTRANCE CORRIDOR DESIGN GUIDELINES REQUIRE 3.5" CALIPER TREES 35, O.C. W/ FLOWERING ORNAMENTALS INTERSPERSED* REQUIRED: 540/50 = 11 LARGE SHADE TREES PROVIDED: 8 EXISTING LARGE SHADE TREES 6 NEW SHADE TREES TOTAL 14 SHADE TREES, 35' O.C. W/ 5 ORNAMENTALS. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PAVED PARKING AREA. 233,216 SF X .05 = 11661 SF REQUIRED; 11,661 SF PROVIDED: 14,102 SF 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES OR PORTION THEREOF.. 242 PARKING SPACES (242 / 10 = 24.2) REQUIRED: 25 SHADE TREES PROVIDED: 7 EXISTING SHADE TREES 18 NEW SHADE TREES SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. CANOPY CALCULATED FROM PLANT MATERIALS EXCEEDING 5 FT AFTER 10 YEARS OF PLANTING. SITE AREA 579,250 SF x 10% = 57,925 SF CANOPY REQUIRED: 57,925 SF CANOPY PROVIDED: 153,900 SF EXISTING CANOPY PROVIDED 8,429 SF NEW CANOPY PROVIDED TOTAL 162,329 SF CANOPY PROVIDED 370- _ - - --- 1---_---- NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be - - \ I - - - - - - - - _ - - - - _ pruned minimally and only to support the overall health of the plant. \ \ \ \ --- � - - � � -� � �'` I E - - - _ _ 2. All landscaping and screening shall be maintained in a healthy condition by the \ I I SAN MH - - - current owner or property owners' association and replaced when necessary. / - _ - - - 380 — I I ® - _ _ Replacement material shall comply with the approved landscape plan. I - - 1All new planting shown on the Ian will be completed after building and road I �0 390 , - - - \ \ _ I 11 �I I EX. SAN MH construction to avoid tree planting damage. - _ . All disturbed slopes 3:1 or steeper to have low maintenance ground cover. �370 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted I I I _ by improvements associated with this project. EX. ONE STORy METAL \\-- ,�----_ o — — IIII BLOCK BUILDING MAINTENANCE: ,` _ _ � �, � � \ I I \ o _ _ - _ MAINTENANCE GROUND COVER The best time of year to mow is during the f / o - \ _ through late winter. Mow on a three-year cycle where 1/3 of the. area is mowed t - \•_ ' \ \ III II - - each year. Do not mow during the spring or summer months because of the nesting lremain season When mowing, cut grass no lower than 6 inches and allow stubble to re •n until spring to help insulate plant roots and provide cover for wildlife. If native / - g warm -season grasses are cut lower than 6 inches during the active growing season, OA - I / Op � I � - _ ,, �- 1 � _ _ � - _ _ the stand will be reduced significantly. - - - ' l I \ I ` _ �LiRAIL - _ - PLANTING GUIDE `AMERICUS'INDIANGRASS Sorghastrum nutans USDA-NRCS Jimmy CO / \ \ \ \ 1 — - - - - - - _ x-- __ - - - - - - - Carter PMC Americus, Georgia 00 �0/ // 04 9 ORTION OF -- - - - - �\ �/� Ic\- --- — — --) -- - _x -x-�— -- - of PRESERVED \� \ \ ;`-- -- - - -�`_X- - ---- 1 SLOPES DISTURBED IS LESS THAN 25% I _ _ a I� I 1 T s _� s — '� o _ R p-FN =��x =X-�x l~ �3 TCO PARTNERS, r _ — os s �E I I �� — 71 8 00 x. I B _ D 4710 IIII I� U w — � �o 'LL z� EX. MH - Nam--, o o C? v I I I _ _J I I _ D.B. 3657-569 THE II - _--- ---- 41 N� - �X I III II 0� EX. MH - ® O SOLE x---xy`- x D —x xx —x�� x _ - �. PLAT - _-- W� - I __—X.�CE ENS _� --_--_— D B — —70 -------- �� -- --__ --__ — — — _ _ 33.50 , — — _ -----__--__---____----___ —,- 704 THRU 707 P 390 I�1 1 EX. GM® - - \ /� �x _X — --40 -- - II x - v — I - — — — —_ III I _ —x= = x — —x — — - LIGHT X IIII I � // r- � •. ,' � � � � �` - - � o � � (" ") x �P-E-{�— x I _ I _ EX SALES 8c 17 — �� 02 _l liiilll �� SERVICE ° SEW SALES— \ III II FFE 420 TO ` 16 SEAR ICE FFE N III II� � 4441 35 � REMAIN :. III III �E- .VI E v SERVICE - - - - - IIII I11�/ E EP 10 RECEPTION - - - - X IIII III � ,•: �� \� � � �.' �--- � tIMF°STEM DOLLA DS III III 76 I 4 T II llll l - \ of BOLLAREL-- \ III . ,• •., . ;• _ � -- �� �� - -- - III Og —. --- --- � � X 2 IIII III A 12 •........... AR IIII III I I1111111 ,� \\ III IIII I \ 6- 12 IIII IIII 1 \ � � IIII�II I I I / III IIII F III I \ i \ IIII IIII .ALP EX. ALP x > EX. �_P ✓ v I11111 I I I Illglll PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Lt Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 2.5" 6 37 387 2322 f Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 3.5" 11 30 397 4367 Mg Broadleaf Evergreen Magnolia grandiflora Southern Magnolia 2•5" 7 20 160 1120 �CC Flowering Ornamental Cercis conadensis & Eastern Redbud 6-8' Ht. 5 17 124 620 CVS. w Low Maintenance Ground Schizachyrium Little Bluestem Cover scoparium Interior Landscape Area TOTAL SF: 8429 i; 31 1 0 4 14 / Ildllll I � / �I II 16 111111II I �.�TGP _ _ IIIIIIII �� SIGN I I�IIIII I / I IIII I I a —E X. o c\ E �/ ALP k )EX. ALP_ X �P MA LBc \ I lu�illlll I II I II�III / Ih �I i / I NEW SALE I IIII S BUILDING IIII IIII � E . 15' EX 12 EX. 15" EX OAK T >EE / OAK TEE OAK TREE OAK TRE EXISTING SERVICE FFE APPROX 414 TO REMAIN 0 -- -- \ W EXISTING SERVICE - N, FFE APPROX00 � N 404 TO RE =� - MAIN .W ci\ --EX. MH 4 \ -- __ f ON UND 7` . 6 �? , o SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com �p,LTH OF v JUST� S HIMP Y c. o 45183 �I w ��SSIONAL ��� MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. IIIIIIIIIIIIIIIIIII III III / � f � � 3 FFE 417.00 X � NEW SALES BUILDING \ STOP FFE 419- 50 0 IIII IIII ` IIIIIIII �� � � SIGN i X IIII I �� i SHRU I o • J° < J/ 4 J/ J V POL {LP) EX. ALP EX. LAP X. LP - I J 20 EX. POL (� _ \ � 00 SHRUBS �� of O �L1 L -i -_ ��J----- 4 J ' Ju 4° 4 . / 4 / / FILE NO. v\� EX lT,F Pi�uND �.� DER � / SWF � _— — — --- -- GAS i a EX. S1G c19.078 - 410 - - - _ - 410\70 1' C \ cas —cns —cas —cas —cas —cas —cns —cns —cas —_ 0 420- i LANDSCAPING PLAN kO- , .OU 0H��OHU�OH O � ,uc0Z;. ucu u—ucu— u < — E 7 .\ c ° K OT89-346 2 39°�8'46 X LE LF NOUN I ° V _- � � ct(}� �' — oAH T� �E B�_,RM N Z 7 NAI HE u cy�.ucu c � T O 1 ucu y— — % �AK TREE SET LINT uA TR �as� H �_ i SHEET C6 OF 9 I � �(A��. TREE �' � � �" � �� �� �- -� �' o � o) 0 I I oy _'u�� � \ ucu� — 3Q 30 60 90 BEGIJ NING) I II Iou� u�u� / 7 r�` L Scale: 1"=30' 0.0 0.0 +0.1 +0.2 + +0.2 +0.1 +0.1 '0.( 5 0.0 +0.1 +V,6 +0.8 +1.2 +1.2 +0. +0.2 -0.( 11 .5 0.0 .10.5+0.9 +2.2 +3 +1.9 +0. +0.' 0.0 + 5 +1.6 +3. +4.8 .3 .� 0.0 + 5 +1.6 +4.0 +6.3 +5.6 +3.6 +1. 0..� Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage B 12 ALL GREEN LIGHTING, RAZOR 200 W 5070 T5 RAZOR-20OW-50 70 T5 5050 R 20OW 50 70 T 1 33572 1.00 204.5 INC. Notes: 0.0 + . .5 +1.1 +2.7 +3.5 +3.4 +2.4 + 0. 5+0 ' 1. All lights to be mounted at 20 ft height. 0. +1.3 +1.9 +1.8 +1.1 + +0.'I .0 + .1 + :4 +1.1 +1.5 +1.4 +0.7 .5 + +0.1 +0.1 +0.2 .5 0 + 5 +1.1 +2.3 +2.9 +2.7 +1.6 +0.2 .4 +0.9 + .1 + A +2.0 +3.9 +5.1 +4.2 +2.8 +C.01 4 +1.4 +2.6 +2.9 +2.3 +1.1 .5 .1 A 2.4 4.8 7.6 �5.9 3.5 1. 2.7 4.3 2.5 3.7 2.0 0.1 0.1 0.1 ° + .1 + + + + +2.3 5.0 6.4 5.8 3.4 +1.1 +1.0 +3.1 +5.0 7.5 �+2.4 + ++0.1 . +0.2 0.5 + + + + + + + + + + + + + + + + + 5 + 0.6 2.4 4.9 6.8 5.7 .4 1.2 1.0 2.6 4.0 4.4 3.7 1.8 0.4 0.0.61� 1.5 1.2 0. 0.2 B- +(�.6 +2.2 +A 9+° . +5.5 + . \ +\2 + +2.6 +4.0 +4.1 +2.8 +1.1 +1.5 +3.0 +3.3 +2.9 +1.6 ,5 +1.8 +3.5 +5.0 +4.0 +2.5 +1 1 +1.7 +3.5 +4.3 - . +3.0 + + .7 .6 +4.6 44 +4.4 +2. + .8 0.2 0.9 1.9 2.8 2.3 1. 0.7 4.5 , - -3�- 1.1 0 .6 4. 4.1 1.3 .5 z .5 __J +0.1 +0.2 5 0.7 +1.9 +3.8 .7 +2.1 +4.5 +6.5 +7.4 +5.1 +2.3 +0. � .5 W • 0.0 0.0 0.5 +1 4 .2 .5 5 +0.5 +1.8 +4.3 +6.3 + .6 +5.3 +2.8 +1.0 0.5 O° 0.0 10.0 0.0 .3 •5 0.5 +0.9 +2.7 +5.1 +6.7 18.3 +5 0 +2.7 +1.0 0.5 +0.0 0.5 +5 7 +4.0 +2.0 -A +0.2 + C85 +1.4 +3.9 +6.0 +7.2 +7.0 .4 +1.9 + 5 B-8 El 0.0 0.0 0.1 .5 1.0 E33) 5 2 6.3 4.1 ri.9 ( 0.1 35 4.1 6`7.3 .1 2.3 0 0.2 0.5 0.5 +0.2 + :4 +1.5 +3.1 +3.8 +3.9 +3.0 +1.2 +0.3 +0.1 +0.1 • 5 0.5 ---- 1.3 + . +2.8 +2.8 5 +2. +1.5 +1.0 +0.2 UP EX. LP EX LP EX LP -o- -0- -0-+1 -02.9 + . +4.1 +2.8 +2.3 + .7 +3.5 +3.2 0.5 +2: +3.6 +5.2 +3.6 +3.1 3.8 +5.5 +4.6 .5 ° 0.5 FOOTCANDLE CONTOUR + + + + + + + B-10 5 1. 3.7 .7 5.7 4.7 4.1 4.4 6. 0.5 Ex EX UP 2 +2.9 +�.2 +6.0 +5.3 +4.9 +4.8 +4.8 +3.7 0.5 I + +1.3 +5.4 +5.3 +5 2 +4.1 +2. +1.8 0.5 ° -12 +0.1 + : +2.5 +4.4 +6.4 .7 +3.0 +1.0 •.4 + 1 + +1.4 +2.9 +3.3 + +1.8 +0. MIL LWW POLE EX LP EX LP EX. LP EX. .0 + 1 +1.2 +1.5 +1. + . .5 +0.2 0.0 +0.0 + .0 +0.1 0.3 -W 16• � +0.1 0. +0.0 PROPERTY LINE EX LP ,48Q� ALL GREEN LIGHTING Product Description: Introducing the RAZOR Series, our latest addition to our LED shoebox lineup. The RAZOR has a thin, sleek design that can provide up to 170 Im/W, with field - rotatable optics, allowing the customer to adjust the light distribution as they see fit. The RAZOR has tool -less entry for easy installation as well as 6 different mounting options; as well as various accessories available such as a back light shield, dimming, photocell recptacle, an much more; giving our customers numerous options to fulfill their LED lighting needs. Features: • Warranty: 5 Years • Long Life: 100,000+ hours • LED Driver: Inventronics (100-277V), Meanwell (347-48OV) • Operating Temperature: -40OF - 1220F • Lens: Polycarbonate • Certifications: UL • Dimming: 0-10V (standard) • Mounting Options: Slipfitter, Adjustable Arm, Trunnion, Slide/Lock, Square Pole, Round Pole Technical Data: LED Source Lumileds 5050 CRI > 70 (>80 available) IP Rating IP66 CCT 3000K, 4000K, 5000K, 5700K, 6500K Input Voltage 100-277V or 347-480V Power Factor >0.90 Specifications: � INCS RAZOR Series -i a Fixture Model Total Lumens T4 50K 70CR1 ( / / ) Efficacy* ( Im/w) Weight (lb) Dimensions (inches) ) EPA (sq ft) Beam Angle RAZOR-75W 12,518.4 Im >167 Im/W 11 23.0 x 10.6 x 2.2 1.45 Type -III (75-80` x 150') RAZOR-115W 19,318.0 Im >168 Im/W 11 23.0 x 10.6 x 2.2 RAZOR-145W 23,293.6 Im >161 Im/W 11 23.0 x 10.6 x 2.2 RAZOR-18OW 30,647.2 Im >170 Im/W 12 26.7 x 13.7 x 2.2 2.31 Type -IV (70-75° x 130') Type-V RAZOR-20OW 32,620.3 Im >163 Im/W 12 26.7 x 13.7 x 2.2 RAZOR-23OW 36,850.9 Im >160 Im/W 12 26.7 x 13.7 x 2.2 RAZOR-30OW 44,968.3 Im >150 Im/W 23 30.0 x 14.0 x 3.0 2.6 (150° x 150') RAZOR-42OW 60,242.3 Im >143 Im/W 23 30.0 x 14.0 x 3.0 www.AllGreenLightinglnc.com / E: Sales@AIIGreenLightinglnc.com / T: (714) 899-9999 STATISTICS: Average = 2.0 fc Maximum = 8.6 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com TH OF o G1J v JUST �J" SHIMP a �yc. 0.45183 w SIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD -FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. LIGHTING PLAN u SHEET C7 OF 9 --- -------- - 30 0 30 60 90 1 C7 Scale: 1 "=30' 4 —a� f0\ 3— �� �'; � �n sic 19 o \� Ex. C E _.NFU thl =. bk lL= 'OHU-9=Cir:,; pH \ ) O —42 rf ~I . JJ89-38'.}6". " . 2 39'38'46 EE `)'-T I ; , Lp m V S o 7 nip u� — p0 / O I / 7 /' \ 615 SIGHT DISTANCE RIGHT 1 ' D/SlgNC 615' SIGHT DISTA CE RI ( I � vv < \ ) ( j � ` u I � ENTRANCE 2� iNTRANCE 3 ENTRANCE = 11 2.3�" l \ R = 1 88.92' - \ \\\ T=121.9 S. ROUTE,250 C=242.53 \ j - - �� � ,�'F� E'IC OND READ VARIABLE I 1 - eW \'\ �\ L(—`� / ✓/ W H R/W HWY�P.B. XI-200 -- } D.B. 11 46 I - - �__ \ `�—� _-- ` 229-5F \ _ D. 229-56� \� �� To nHo So' To � / O 415 410 405 400 395 390 385 380 37 615' w I — I — — — ST4NCE LIFE -----j - w 4 —� - _ -. w 1 � 1 1I � 1 415 410 405 400 395 390 385 380 5 10+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+533 420 415 410 405 400 395 390 385 3 ENTRANCE 2 SIGHT DISTANCE RIGHT 1 "` = 50' HORZ 1" = 10' VERT W w 615' S- NT LL _ LO w — — — — m — — — — — _ 7T "U 43.5 430 425 420 415 410 405 400 3 r 30 � S i o I < � I 50 0 50 100 150 440 Scale: 1 "=50' 435 430 425 420 415 410 405 400 5 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 :2::),ENTRANCE 2 SIGHT DISTANCE LEFT g 1 " = 50' HORZ 1 " = 10' VERT 44 420 5 440 415 435 410 430 405 425 400 420 395 415 3.90 410 385 0 405 �b+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+530 3 ENTRANCE 3 SIGHT DISTANCE RIGHT C8 1" = 50' HORZ 1 " = 10' VERT 430 425 420 415 410 405 400 395 390 3 430 425 420 415 410 405 400 395 390 j5 10+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+50 I -I w S�OM -1ST -- - — — m— _ — O — O w I ENTRANCE 4 SIGHT DISTANCE RIGHT 15+51 I I I r-i II m �" ca 3 ' S\GN — w c� LLJ I i 445 440 435' 430 425. 420 415 410 405 0 00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+ff ENTRANCE 3 SIGHT DISTANCE LEFT 1 " = 50' HORZ 1" = 10' VERT 460 455 450 445 440 435 430 425 420 415 460 455 450 445 440 435 430 425 420 415 418+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+5400 ENTRANCE 4 SIGHT DISTANCE LEFT 1 I I m _ 0 W 530 NGE S\GNj f w w o - I c� SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com �p,LTH OF v JUST� � HIMP Y c. 6 45183 w SIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. SIGHT DISTANCE SHEET C8 OF 9 19.078 1" = 50' HORZ 1" = 10' VERT 1 " = 50' HORZ 1 " = 10' VERT 40A1 2 415 410 405 400 395 390 385 380 375 370 390400 10+50 11+00 STORM PROFILE A1-A6 0 A3a . 40 39 C Ln 0) 38,C I- 0 38Cz 375 1 " = 30' HORZ 1" = 10' VERT A2 A3 A4 A5 CAr c0 -Li 0 r1) C1 - m I _ 00 Mo+ X. GRAD LLJ_vrnM O O O co� o- -3:EL z <t w 0 � - i p +d z - - l- F Ems) 0 (¢3 -0 - X Q X - - ROP. GRADE - N ,.2�% �t DPE rn N20 �5' c0 N0pE0 CD @ 2 to o r a_ Q a- Q -- d- F- _ _ - r _�o+ ca -- 6 18� Wiz- 0> >Ln > z w o 2g.24�F PE Cr) 1- N�0% � ai I- � o 00 > M ro z - > z z z I- - of ' HpPE � 00 - 0o PWNTAI 1 0 MINIMUM-12„ - 1 )_ + SEPARATION _ - z - f° o- z - 10 59.-_ - �- M � I-E - W-11 0 > 11+50 12+00 12+ 50 0 (n - - - O N GRADE o -- _ ZF- (n - Ln 208...05L --T NDPE f 0.65q m `C - z_ > 0 > z z 10+ 50 11 +00 STORM PROFILE A3a-El 1 " = 30' HORZ 1 " = 10' VERT 11+50 12+00 *5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. JOINT 12:1 MAX ,1L z 12:1 MAX 2 B� 2' �B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1 MAX 20 :1 II 48 MAX � 2' MIN.- SECTION A -A II ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB - 6" CURB 0 4 6 1 5 7 2 5 a 3 6 9 4 8 12 5 10 15 6 14 15 410 405 400 395 390 385 380 375 0 12+5a 420 415 410 405 400 395 390 385 380 375 370 13+00 5 42 41 41 40 40 39 OA5 H5a m O1_00 toN-O 5 wo dt o - 0 Mid Q-PROF_.GR`ADE - o et - N(D o0 6 g6q HpPES o - 15' 1- 0 d= C1404 0 > oiai 2 I �z - II ~z o> 2 �)IUKM 1 C9 1" = 30' HORZ 1 " = 10' VERT 10+50 420 41 415 40 X. ZSS STANDPIPE FOR OUTLET 410 CONTROL TO 40 BE RELOCATED WITHIN MANHOLE 405 39 400 39 395 3q 0 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER7w OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF rC� MAIN LINE SERVICE LATERAL ON 4 IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Y a 3 Cn 1n 0 4 x _ 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' MIN WITHIN THE MARKED CROSSWALK AREA NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 4" 21' RADIUS a• 11 a 15" a SURF, MIN a - • - d BASE a= y' R .a • .0 SEE NOTE 4 .,A .a- d • 'A _ d • Q .d s" B1 B2 M � wow o 06 0 0 -- - � + pN � cn ROP. GRADE p z-� - w m - ,) - -' -�,+� - - WoQ Wo z I- -II M - -L M 25.5OLF 11 7.58LF - 1 0) cv °M' Q 0.67% z -- - - - - 24013LF - 15" HDlPE_@ 0.65% � (v 00� - 0 10+50 (D 0000 M M �z 0 > Z z STORM PROFILE A3-B2 11+00 11+50 12+00 +50 13+00 pz >z z_ 0�0�0�0�0 0�o�O- 13+50 1.5" OF SM-9.5A 2" OF BM-25 6" - VDOT #21A O > zz z BASESTONE 4 C g 1 " = 30' HORZ 1 " = 10' VERT 42 42C� I 0 415'2I z 410 40C 0 406- SURFACE BASE SUBBASE n�o �n o Q COD + DD Mi+ _�- �Q X. GRADE zoo I -61) - - - M - - 977 105.50LF - � 5�-1DP-E- � 3. �. CD Z 0 - 10+50 11 +00 STORM PROFILE D2-D3 1 " = 30' HORZ 425 420 415 410 405 4 0 11 +5� iIIII COMPACTED SUBGRADE PAVEMENT SECTION Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR C�DOD0 0 C 0�0�000 #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21 A III-�COMPACTED SUBGRADE TO BE FIELD VERIFIED � DUMPSTER PAD DETAIL C9 )Not To Scale LD-229 Storm Drain Design Computations 1300 Richmond Road From Point To Point Catch A (ac) Runoff Coef Inc AC Accum AC Tot Tc (min) Tot Int (10yr) (in/hr) Tat Flow (10yr)(cfs) Up Inv El Dn Inv El Pipe Len (ft) Inv S % Pipe Dim (in) Pipe Cap (cfs) Velocity (ft/S) Flow time Inc (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.00 406.73 107.5 3.97% 1.25 14 8.6 0.21 A5a A5 1.08 0.82 0.89 0.89 5.00 7.10 6.30 405.10 399.62 78.78 6.96% 1.25 18 13.6 0.10 E1 A3a 0.49 0.82 0.40 0.40 5.00 7.10 2.83 390.80 389.45 208.05 0.65% 1.25 6 4.6 0.75 B2 B1 0.26 0.70 0.19 019 5.00 7.10 1.32 392.40 392.23 25.5 0.65% 1.25 6 3.8 0.11 B1 A3a 0.05 0.77 0.04 0.22 5.00 7.10 1.59 392.03 389.45 117.58 2.20% 1.25 11 6.1 0.32 A3a A3 0.05 0.73 0.04 0.66 5.00 710 4.68 389.25 387.69 240.12 0.65% 1.25 6 5.1 0.78 A6 A5 0.29 0.89 0.25 0.25 5.00 710 1.80 402.04 399.62 20.17 12.00% 1.25 24 11.6 0.03 A5 A4 1.14 5.00 710 8.10 399.42 393.95 66.18 8.27% 1.25 20 15.5 0.07 A4 A3 0.29 0.64 0.18 1.32 5.00 710 9.39 389.95 387.69 28.24 8.00% 1.25 20 15.9 0.03 A3 A2 0.49 0.85 0.41 2.39 5.00 7.10 17.00 384.69 380.78 64.13 6.09% 1.5 28 16.6 0.06 A2 Al 2.39 5.00 7.10 17.00 376.78 375.00 59.48 3.00% 1.5 20 12.6 0.08 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FACE OFCURB VCURB) WILLLIUS OF BE PAIDOFOREET. OR LESS AS RADIAL CURB,ONG 4-THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 0 DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOMOF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 REQUIREMENTSCG-2 IS TO EFORECG--6 ASpSHO�N AYS MEETING THE APPENDIX A OF THE VDOT ROAD ESIG MANUAL. SPECMATO IEFERENCE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 201.01 WP-2 TACK COAT THE PROPOSED 1 1 EDGE T EXNED PAVEMENT I I (AS DETERMINED IN FIELD) CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS NI IMA EXISTING SUBBASE PROPOSED SUBBASE ---------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES) 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. `V00-F SPECIFICATION ASPHALT PAVEMENT WIDENING REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 410 Ln Co <400 395 390 +00 5 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com � p,LTH Q4 J v JUST SHIMP Y �yc. 0.45183 ZONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. SITE DETAILS SHEET C9 OF 9 19.078 C9-