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HomeMy WebLinkAboutARB202000076 Plan - Revision Major Site Plan Amendment 2020-08-11LEGEND EXISTING NEW ti 10 10 311.5 x 311.5 TC x x' 311.5 TW x x'- 311.5 BW x X X -0- -0- m m OHU CHU ucu ucu S S W W O O A GAS 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 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 - 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 Flood Hazard Overlay District Steep Slopes Overlay District, Managed & Preserved Dam Break Inundation Zone 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 5272 PG 714 TMP 78-7 : DB 5272 PG 714 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (01/07/2020), updated (03/16/2020) w/ portion from LIDAR retrieved (01/30/2020) Delineation of LIDAR & Surveyed Topo Shown Sheet C3. Topography Field Verified by Justin Shimp, P.E. (03/25/2020 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. This watershed is not part of a watershed supply protection area. STORMWATER MANAGEMENT PLAN 1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areas P P 9 P downstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pond is to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet to the 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have been checked to ensure the drainage area and/or curve number to these pipes have not increased. 2. Water quality will be addressed by purchase of 2.59 Ibs nutrient credits to meet the VRRM redevelopment nutrient removal requirements per 9VAC25-870-63. 3. Detention Pond Coordinates: • (38.0355706,-78.4510122) WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. All sanitary lines on site are private. PRESERVED STEEP SLOPES NOTES 1. Development is not authorized to impact preserved steep slopes. 2. Development is subject to steep slopes overlay district requirements (Sec. 18-30.3). 3. Preserved steep slopes must be staked/flagged prior to land disturbance, and flags/stakes must be maintained for the duration of the project, to final completion. 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: 4.62 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 MAJOR SITE PLAN AMENDMENT FLOW AUTOMOTIVE 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 4 loading spaces required 4 loading spaces provided TOTAL REQUIRED: 203 PARKING SPACES, 4 LOADING SPACES TOTAL PROVIDED: 242 PARKING SPACES, 4 LOADING SPACES (INCLUDES 8 VAN ACCESSIBLE HC SPACES) ITE Trip Generation Trip Generation Manual, 10th Edition AM PM Use Description JITE I Qty in lout ITotal in out Total Automobile Sales (New)l 840 41Service Baysl 52 45 97 61 69 130 Total 1 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. FIRE MARSHAL'S NOTES A knox box must be provided on all new structures. Coordinate location with the fire marshal's office. 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. 15. Accessible parking and routes must comply with ICC ANSI At 17.1-09. 16. All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks. SDP2020-00018 - TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1°=2000' Map provided by Google.com SHEETINDEX C1 COVER C2 SITE OVERVIEW C3 EXISTING CONDITIONS & DEMOLITION C4 SITE PLAN C5 GRADING & UTILITIES C6 LANDSCAPING PLAN C7 LANDSCAPING DETAILS C8 LIGHTING PLAN C9 LIGHTING DETAILS C10 SIGHT DISTANCE C11 STORM DETAILS C12 SITE DETAILS C13 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 Sheet Phone: 434-227-5140 Chadottesville, VA 22902 shimp-engineetlng.com Cl O � U 1v1. S a ic. 0.451B3 Off, �`S`SIOIy� r MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. COVER SHEET C1 OF 13 19.078 C1 DAM BREAK INUNDATION ZONE (STATE) THIS PROPERTY CORNER IS APPROXIMATE ONLY. �W PLATS OF RECORD SHOW THE PROPERTY LINE 'mm TO FOLLOW THE STREAM. HOWEVER, NOTES h & ON / �,;� •" v" :, SURVEYS OF THE ADJACENT PROPERTY STATE THAT THE STREAM WAS RELOCATED AT THIS r P / Fo D mP oW CORNER BY VA. DEPT. OF HWYS. NO / S EVIDENCE OF THE ORIGINAL STREAM LOCATION EXISTS. 0 THE CORNER PROPERTY LINE SHOWN HERE ON d IS TO THE CENTER OF THE EXISTING STREAM. / sr F E \ T.M. B _ T.M. 78-58K / WILTON, L S m" JAMES A., JR. & PEGGY W. DETTOR D.B. 1130- 25 D.B. 3713-419 / D.B. 1198-307 & 30 \ \ D.B. 2700-317 PLAT / ZONED: R10 D.B. 391-296 PLAT / D.B. 201-455 PLAT ,v vv .v \11 v .vv vv qA'Y v o's' ZONED: R1 PROPERTY LINE IS S N AS \ v v vv v A v vvv vv �I,gv<ONpv�- by ,m .g h / ro THE STREAM ON PATS ry `� M ^7 m mm GAP RECORDED IN D.B. 201 54 & v vv A v v v ` Avvvvvv vvNR��R045-/l-�`____ mm�h �p"m / "�� ''� r°' Sh'� ?� 0.038DACRE D.B 1198-307 & 8 T.M. 78- �LN\ "Ym y 10 X PANTOPS CORN \. \ � \ \ � \ \ \ \ I \\ `\ \ \ \ \ -� _ _ L1 OVERLAP D.B. 4358-684. `< v I v Vv v v \\ vvv vv v vvv vv /.'--�v v _ - _ _ -_ / - ._ _ ..._. - - - - - - - s ,�___________________/ 1 \ - J __ _ ,. i. ........................... ........ 0.002CACRE „B„ L L4 688 PLAT \ `� - I"...- \ \` \\\ \\ it \\ \\ \\ \ �( % r------- 0.008 ACRE ZONED: HC l \ \ \ \ \ \ \ ,/ Ex. FENCE /-----__ Tlscs FIEm�RIFI i \ \ \ \ \\ - ♦ /' �VROM FOUND - JUsnN •, G . . �_ ,/ IMP, P.E. w \\ ` \ \ \ \ \ \ \ \ \ \ \ \ `\ \\ - VIRGINIA EABEM€NT (D.B. % /- FM 100 YR FLOODPLAIN PRESERVED SLOPES LIMITS OF AMENDMENT rdm r I J �+ f I /la,l�\\ COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-45% (904) 296,5823 April 22, 1994 "A" 0.008 ACRE _ \ \\ \,-�-_' APH GO OF OF , �_---- \ \. \ \ \\\ \ AMERICAN ,PHONE AND lEt4C£1980>=___=-___ /y/i L9 i%L1 \ 4 /NAS SNOyyN"nj1,-... \y L1 L15 IRON FOUND IN y' - dm, T�,� 08 4g0oNPLAT -wo-� +\� MONUMENT DAM BREAK INUNDATION --__- -_ `--_--____-�� APPATION OF ""�Ic N ryONE' 3> /RECORDED �\ - \r / ZONE (STATE) ye �� A vv - _--'__�_ 20'OSA -�`(D.B. 1549-598) 4T>O y8) ASMET 980AN "r H 1� - \x 340- EX. RIP RAO --- = -� PRESERVED SLOPES v s ��, A ---� �� • a I IRON F _ OUND \GI H �- A �� - `� A A �.. v .__� __ , / _ - -m _ --__AAA -- / Dv �A �. v� - - - � k SPERMANENT CONSTRU\uilON \\ \ \\ \���\ \ \ _ ___-_ EX, DI q \ GRADING EASEMENT \\ \\ \\\ \�\ \ '1> --J - -. _ _ _ - - EX. DI --- 20' P VATE / (D.B. 4553-Q3) A\\ \\\ \\\ \\ \ \ \ rDV AV v� 1�- _ ti 1 360- - DRAINAGE EMENT B PLAT) ---------- T.M.78-7 - -3 0 I ------ -----LOT 8 ��A1 ACRES (DOES NOT INCLUDE- - R `\ L 3 \`\ - - _ --W-------- - 9 OV€RtAPS-OR_GAPS) I I\ MO --\ \ -- y 370 i I ------ FLOW 1300 RICHMOND LZC 5 PLA > . vv v ]�9 AV ------------DB._ 5272 714 -D BB�2�8569 Y� D.B. 2001-54PPL N AN MH SAN MH __-- - / 3Q IIII /------------- ------------ - - - - -\ ---_ - - & _ - - - __ ______ _ /\ � STORYMETAL - -= - - - - -- O 1290UILDING; �0 2 I III #---____ cam. saPEs BL C I ___ ____________---_-___-- I _ , - _ _ 77 Gloeckner & Osborne, Inc II .. �-y(_ _ _ - _ 1-'��T - III - -X-- < - _ _- ATTN: Brian Smith f----_____ _ _ / ltDp\ ° -� I \ 0. ., IAceo r \ _s-_���s_ Ts--S- aPEs oI 41 - _ ` IIII-� - :: _ _ - -_ � -, 710 East High St ill II : •� _ I I r---___ -s - =-- '� ; �J / \- a I I � 1 I I z _ E% MH LCs �3__-� I I J J \ I l \ Charlottesville, VA 22901 Jo 11 ° g ` Ex. M� 18� �------ i,l X' OLEr_= _ I(1 RE: SP-94-04 B & B PARTNERSHIP - -� --- _ --- y Dear Mr. Smith: Ii�O\4lli /�- -J i i i i i i li ' Jill MH II I ll�llll / � EX. ONE STORY STUCCO6 -� I I L V' I l 1 - ,, 'T w�� �"� -- '�•p� I'3')- x. The Albemarle County Board of Supervisors, at its meeting on April 14, 1994, I Iry l/ / / W/ BASEMENT 1 I__ --- U 1 r I MH The a approved the above -noted request to permit outdoor storage and display of I jl�ll r/__ _ ---- 9�1` vehicles within the Entrance Corridor Overlay District. Please note that Chia I ll1;III// approval is subject to the following conditions: Ill`s; , \���\ '�, \\.� ','. : :'-•-• � \ - ___ 1. Use shall not commence until a Certificate of Appropriateness is issued ii`iil� \ \`� \ / \ -- u �--- Ts b the Architectural Review Board; AD' 2. Development shall be in general accord with site plan titled �o - oDz_ ---- f EX. BOLLARDS Brady-BusheyBrady-Bushey Ford dated November 5, 1993 revised February10, 1994; 3. Administrative approval of the site plan for this use. iiiiliilli- 1 BENC LARK * V IIII III .AG N Il SE i \ B B y zoning Zoning IIII III! eLevnno -12 oa7LI Before beginning this use, you must obtain a zoni clearance from the Zoni 14ol I Department. Before the Zoning Department will issue a clearance, you must IIII ll comply with the conditions in this letter. For further information, please III IIII \ � \ call Babette Thorpe at 296-5975. IIII IIII V � p l I I L � If you should have any questions or comments regarding the above -noted action, liiiiij -�� , 11 ■ \ / E% MH f please do not hesitate to contact me. Ilii k I Ex. > EX LP L E uiw I '' ❑ v -I T.M.78-5A liltlll I6 \ Sincerely, lylll oAu rR E- EX. e oA m E/ O I F NT PS CORNER LC o K EE EX TaE PA 0 I I -- II J D.B. 4358-684, �iijiil : . . / / coal, 688 PLAT EX. ONE STORY STUCCO Q(� �Ex""H �'•��,ZONED: HC&BLOCK BUILDING V. Wayne Amberg StoP'SIGN4 Director lannin scolLity Development 1111,1I `--- vv v ?5YRU 578 \\y 339-701, �V'1 RU 707 PLAT NED: HC MANAGED SLOPES LINE BEARING DISTANCE L1 N8913'28"E 16.95 L2 574'S0'04"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 S4514'43"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 L11 N60'42'33"W 12.51 L12 S79'30'14"E 10.26 L13 S87'07'09"E 40.46 L14 S6211'08"E 19.35 L15 S35.05'12"E 6.74 L16 N75'32'00"W 73.82 L17 S75'32'00"E 37.19 L18 S2235'13"W 13.54 L19 N6516'50"W 25.22 L20 N35'05'12"W 13.75 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Chadotli VA 22902 shimpergineering.wm N G r� G> M.S a 1C. O. 45183 Off, �`rSION¢� r MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE III VWc/jow �I�II�I E_ x DI �M��B vv _ _ _ _ _ _�=� �� ON SUBMISSION. l , E _ 15 E% 12 EX 15 % 2 / I � //� //� !/� CC: Amelia MCGLL110y IIII O K T EE I OA TR E OA iR AN THE �� / _ 2020.02. Jo Higgins �Il�lllll _ -- ------ �� B & B Partnership uol / / , - w REVISION: 01) 2020.06.15 f�Vllll / �� ♦�� 02) 2020.06.22 [ARB] lane I / III IIII 4 / ENTOX ATLE LOS n CO OF PA Y 0 // HRU\ S N ' ' ' \ alllll , Q, - - - ,\ * - _ - q L p 11111 _, GIN EA EM .B. X' 0 020.0 C).1 jj R jj IIII L�- r o ) L 1 / 3 2 O A B -______PO (LP) EX. P EX. P gX. P _ E% ; / I -. ExRD OD SH UBS� '' � EX 51 � E ¢ 0 O��UB SLOPE r 4 - - ---' �- -- - ,;tit , \ ..,- �.-- -- ,/;. 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D.B. 339-701, RU 707 PLAT ONED: HC MH III III ELEVAi10 42 08 E 12 > > I;I IIII I III�IIIqII�III TREE TBR + + + I I</( \A� +++ LA+++++++++++++++++++ 4 �/. =+ + + + + + + + + + + + \ • Nm I II I I + + 1E +++++++ IIIIIII�III 'v - - a +++++++ I .( + _a_ y r I I w IIII IIII _ — L — � r-- EX.SHRUBS IIIIIIIy L x.I - ��++r+aEX++MH Ilgll M I LP x. P o o Fx. P 1 E x o x U1dM EX DI TOP TO \ + _ ---- Ili _ J I7.orDI ArI7n X LEGEND + + + + + EXISTING PAVEMENT + + / + + + + + + ++ GRAVEL TO BE REMOVED + + + + + EXISTING PAVEMENT TO REMAIN SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design F1al:used Engineering 912 East High Street Phone: 43 227-5140 Chanotlesville. VA 22902 shim"rginaenng.com Gr u M.S Y ic. 0.45 16 �Ie�2o w� Off, �`rSION¢� Co III III ANDRAILS 1 uANEW "42c�Wr4i�il .,_ 'ti lv—i lJ P339-7 U57E01, RU 707 PLAT NED: HC SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design F1al:used Engineering 912 East High Street Phone: 40 227-5140 Chanotlewille, VA 22902 shim"rginaenng.mm v� S ac. M13 6�II��2� 0` Sl T.M. 785A � � � ! � � ���� sERwcE -- 1 'ANTOPS CORNER, D z0.00' ! SPACES MAJOR SITE PLAN AMENDMENT ,_ --J BUILDING A2 __- ALBEMARLE COUNTY, VIRGINIA 688 PLAT 120 EXISTING DISPLAY SPACES APPROX. LOCATIO 128 CUSTOMER I FFE G SERVICE 5.,7' 1300 RICHMOND sPACEs i APPROX EX. MH TO REMAIN (NOT INCLUDED IN NEW SIGN — REFER I— _ I �_ 414.75 TO ROAD -FLOW ZONED: HC z .7z' PARKING CALCULATIONS) TO COMPREHENSIVE SEX ® s REMAIN N •� o �® 37,950 SF FOOTPRINT AUTOMOTIVE sl' N o o (24,245 SF EXISTING; �Ex. 2 FT OVERHA G ' I I 13, 705 SF NEW o NE E LP Ex. LP -L L x. LP 'MAILEo LOA DINGD TRANSFORMER 0 o �*-2414, FOR 1 SERVICE N PAD _ SUBMISSION: P (SHOW SPACES it S. I RE TION PLANNING � V 2020.02.21 Q� PURPOSES ONLY I SHARED' \ REVISION: .Ssl L _ NEW BUILDING A3 OFFICE y 01) 2020.06.15 SALES BUILDING SPACE ° 02) 2020.06.22 [ARB] o _ NEW 10' S A CE� ! FFE 417BUILDING } 03) 2020.08.10 [ARB] `F 7 CUSTOMER 3'EAS ME T�I .00 NEW SALES BUILDING '; MECHANICAL EQUIPMEN R THE X. >r. SPACES I I I 11 STOP o 1 :. \ \ \ \ \ \ FFE 41 9•50 UTILITY HARDWARE 0 ROOF PP OXIMQQQTE OCA\TION\OF \ \ SIGN R SHALL BE SCREENE R PUBLIC NT L 1LEP ON M, A �( OFF \\\\\\ O 5 VI GINI EA EME T ( .B 23.55' W 7 , " , „ . ` ,� 0 VIEW TO THE AS ABLE ' SATISFACTION OF THE AGENT WIT POL- (LP EX. ALP EX. LAP _ X. LAP X. LP J _1 - 'N ' MABUIRLD NG 0 THNI HALILHBEHE SA PES D OL L5 EXISTIN� — —� _..,�r +: LOCATED O NOT TO BE O-r 9 ���` VISIBL FRO PUBLIC VIEW . APPROX. LOCATION NEW SIGN ' 'CUSTOMER: 11 EXISTING DISPLAY CG [EXISTIq REFER PREHENSIVE SIGN PLAN I I LSPACES ] SPACES TO REMAIN (NOT -- ---- DISPLAY f ...�D INCLUDED IN PARKING EXISTING CUSTOMER LSPACES� ��� " FILE NO. SLOPES R I' ,: ,� 1 CALCULATIONS) :SPACES, (INCLUDES 21 LE .7 EMPLOYEE/ h 30.OrT - f1 — VANACCESSIBLE SPACE ' 119 078 . SE E � o ,p u'. ^rn EV\PCtE - _ _ - - ---- T �M SITE PLAN 2 - - 1 ,G G s� U OHU U 5.0 ' 0 OHU CHUi i �450 FT TO ALTERNATE ALTERNATE184 FT APPROXIMATE LOCATION OF 81TE SITE COMBINED UTILITY EA 41 C OHO_�� N SHEET C4 OF 13 / G COMBINED UTILITY EASEMENT PANTOPS FOR VEPCO, CENTEL & ACSA WM ��2 \ FOR VEPCO, CENTEL & CORNER WAY ENTRANCE ENTRANCE i (D.B. 1168-546) VAULT2' tiG 188 FT 30 0 30 60 90 ASCA APPROXIMATE LOCATION OF 20' qND LO0 TOWN WATERLINE EASEMENT (D.B. 1327-145) (D.B. 1549-598) \ NFNTRY Scale: 1"=30' C4 \ _ _ \ \ \ \ 00 R FLOODPLAI - -- - - -- ---- _ _--- IRON \ _ _ _ -�- AM-BkXEAK INU ATIO - 44 O - \��� \ - FOUND 346 TOP OF 6 FT DAM 44 / 80A 48" CMP RISER - 350 . -NEW GR-2 \ � TENTION POND � / � \ \\ / o \ \ \ APPROX. 5,-0 SF-------\ _--.---- _ / NEW 42" \� �\ \ \ W/SRASki EA ,�.�. - - _ c. ' NEW 10SWM CES /I HAN�h IL IT I I � \ \ � � � � � E EMENT I_� _Near -' I R N II / / NT -CON TR CTI ON \ \ \ \ -D - • GRA G EASEM\ \ 46 _ _ - - ; j — — — _ _ EX. DI 2101S „8l f (D.B. 4553 73 \\ \\ \\ \ \ \`?>0 \ v \ \ --50 " 1 — -360 —\_ _DR GO' PRIE T (D.B. - N 361 -2 21 LAT) ----------------- ) F' ryry 1 EW 42" \ 60 - r^ '�---------- , 4 HANDRAILS F \ Q `O ------ I - - _ _ ONNECT TO \ N2" \ \ \ W - ` -----_ o PROPOSED G EWT4HANDRAI ROM SDP2018-8IY N -- - ---_-- I r v v ] -- _ -370 2 _71390 CONVEYANC-RIE MEETS _ �� HAIyNELD-F-000D- \ - -' = c PROTECTION m / / O \ \ \ \ 'L _ EQUREMENTS ES 1-- \ _ _ - --- - Q s Z / _ \ \ \ _ ------------------------ } I I / / A - - -R A OUTLET ------ / I A n _ - - OFiri 4-.5 FT 1 I LSAN MH �380NIMUM WIDTH MO \ �� 390 — — _ — I I EX. SAN MH 1=1161, RET MA W/ 4: T.M. 785A :)ANTOPS CORNER, LC D.B. 4358-684, 688 PLAT ZONED: HC / - - - - - - - "- rm A I —370� -_ Q \ -- -_ 4AS 0-_ _— €9-_ 7% _ y X. ONE 2 BUILDING o s e� DIE 3a o RESERV� I I E � STORY METAL BL 02 • # 90 z v40 37 ��\ �3 00 \ 15» Op 9g \ \ ---- - --- - - : ON 4. ------ 7 \ _.-. ORTION OF p PRESERVED - - - _ - w _ SLOPES btSTLRBED--- _ 24 3 / - W IS LESS THAN 25%� _ 'r - _ _ _ - _ _ - - _ _ - - _ 0 Gb s �I /��- O6 NEW F� i v fit: 2s3 eW�sw �s s�"V A EW 12' _-F�R�EE\CE�LGgs x'�s��gs \ "µ/ I 29 r ---- D / \� �— _ 2 w Q�W DI c o�' =K� _ -- AccEss �— 1\, ANACED D.B. 10— w O 1 N //, /( w _ 1 -�— — \-- SLOPES _ III s 5 _ _ & 0 W 1" WM �� I_ _ \ — II z EX. MH —L � 5 1A N o `'• � '� \ 1 E III II -410, ��J EX. MH �� _ NEW 6' A X. OLD \ --- —'�-- ---- —u- x - 57E II II w3 ;;:' 13"�" pC \\ 1 y�5" HDPE E FH \ _'Y� x �--x _ --_ :_ OL'E_FENCF — __+�\____ - 3J39-701, NEW FID R _ �� 99 x6 T - --_ — 90- — -- oy \ — — ---- _ ----- _ — o70 RU 707 PLAT kSTAIRS — — Z C.:. — — — — --- — U. 28 RISERS OII _ ®0.5' \\ 0 3' o �X_ —X400X--x ----- — ONED: HC EX t 5 W\Q.'Z`--- X..MH ... l 1--�--1 - _ -x -X -P� 14 � II14I-Y� /� Bllll nlnlr A III N E LP EX. LP EX. LP EX DI ,N' IMLIILB A. --------- o -0-o / v SERVIC RE TI IIII I 00 I \ 76 � 3 SHARED BUILDING OFFICE -- I A50 3 � 6 0 I L _ NEW SALES BUILDING SPACE - 19 NEW 10' SVk A CEs�s FFE 417 00 � BUILDING A4 �\ NEW 1" W SEAS ME T / \ TS&V 3 \ STOP 3 v- �, - - - - NEW SALES BUILDING r v� FIFE 419.50 PP OXNT OCATION�OF�\�NEP ON CO �AN 0 / w w w zVI GINI1EME T ( �.. W �00 f6'70. —___PO (LP EX. LP EX. LP X. LP ' I 16 '�i�i.iJ;_. �. �,.- "C 1 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Flacused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shim"rginaering.mm �! N" Y Gr u M.S Y ic. a.451U off, MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] I _ — -0- 4 I O EX DI _ 2 W DI-7 T �'�:,� SSIBL ^ (- yp FILE NO. \ - - - f11 `r/'Rft-Ll \ \ • (� 4 GAS GAS / 1 Nw / 0 0 �-- ---� � — SLOPES I � i l � 19.078 S4 — — — — — — — '- 41 - w cas—cas s cqs cns— oqs cns— Ges—cas OJ / / / I ' \ I-3B � I � 'll3 GqS 5 Gq -- _ _ GRADING &UTILITIES ----- �// i ___ -- _ - --- ---- --- /' ATE WM � ._.-� \ � � D3 1-E#-��_ -- ---- 20-4^ O6+' .ucu�T ucu cu0 a uOF ucu—u Obi — - u—uc _- - ___ _____ li —I —�eu-ucu— --_ _ VGU � V �LIGU J. C _ .. .. ,.,.:- 39° 8`46" IV Xu 0 p , /. /'/ / /j /j//j/'/. /j /ji j//j/' / /j/'//i/j ////j/ /7,1LL °_�F5_ --__ APPROXIMATE LOCATION OF/jj/j i/j/j !j / !/ / ! / !j !j !/ j !/ j !j !j / j !j !/ j !j !j / / C——SHEET C5 OF 13 O / / / // / / / // .j / / / / Np0 / COMBINED UTILITY EASEMENT � / ' � / ' � / ' i / � / ' / ' / � � / ' / ' / � � / ' / ' FO,I//FOR VEPCO, CENTEL & // APPROXIMA/TE LOCATION OF 20' / BEGI NING I (D.B. 1168-546)I jj i/i/j / / ASCA / ) & OVERLAY APPROX. . / . ! j/ / /!/ -u� ��� 30 0 30 60 90 / WATERLINE EASEMENT / (D.B. 1327-145) // o I 2,850 SF PER IWP-2 MILL & OVERLAY APPROX. � / jm m m m m C5 (P.B. 1549-598) y I 1 9\70 SF PER WP-2 0 l., i �� SCOI2: 1 =30' ®\� C T.M. 785A DANTOPS CORNER, LC D.B. 4358-684, 688 PLAT ZONED: HC \ \\ \ \360 \\ \ \ ---�'— v 00 R FLOODPLAI TO, ---- Ih D IW / -- 5' RE NT-CONSTR :WIW (D.B. 4553 I — 9 \ \ \ ,�, W PROPOSEDTG ROM SDP2018-8 Av vv F61,..— �� v 3,000 SF EXISTINGv R — NOfY TO B — _---� \\ W d \ A v \ CONSERVED. PRO ECT'�VE v iP\LACED IN 'TO— I' W W \ \ AND APPROVED BY 9 T \\ .39C \ IN GRADING. 7OR\RRIOR\TO w \ 380 ®rlani Ill, 98 \ /L--__— —_--__ _ -- 04 --- — \ � — ORTION OF — — — — --- (3b, PRESERVED —DISTURBED i� / \ W _ . 3 W SLOPES IS LESS THAN 25 —. \ W , —ar, — \ - W �W �. \ I — �w ' v v W__-__5 W 5 5 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 LppIp Large Deciduous Tree Liriodendron tulipifero Tulip Poplar 2.5" 7 37 387 2709 a Large Deciduous Tree Platonas acerifolia London Plane Tree 3.5" 7 30 368 2576 Ck Medium Deciduous Tree Cladrastris kentukea Yellow wood 2.5" 10 24 289 2890 Ceoiphyflum Medium Deciduous Tree Katsuratree 2.5" 7 28 222 1554 japaponicum Cb Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European 6-8' Ht. 10 17 69 690 Cb Hornbeam 0 Flowering Ornamental Cerc&i d is conaenss Eastern Redbud 6-8' Ht. 10 17 124 1240 cvs. TC Large Deciduous Tilia cordate 'Greenspire' Littleleaf Linden 2.5" 8 16 249 1992 (r'1CV (/* Small Ornamental Cra ig" 'Winter " "Winter King" 6-8' Ht. 6 16 184 1104 inter i King Hawthorn �•N'Y�Cf Dogwood €y4M'7 Flowering Ornamental Cornus Florida 'Appalachian 6-8' Ht. 14 15 128 1792 Spring' Bn Bn Medium Deciduous Betulo nigra Dura Heat Birch 6-8' Ht. 2 13 45 90 �Pc Deciduous Shrub Hydrangea quercifolia Oak leaf Hydrangea 2' Ht. 10 7 28 280 ��o--��,, 9 Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 2' Ht. 39 3 10 390 ��}j M,SIV Deciduous Shrub Itea virginica merlot' Sweetspire merlot' 2' Ht. 49 3 6 294 19 C�•. Evergreen Shrub Ilex globra Inkberry Holly 2' Ht. 34 6 23 782 Low Maintenance Ground Low Grow Fragrant Cover Sumac Interior Landscape Area TOTAL SF: 18383 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)+1 = 12 LARGE SHADE TREES; (540/35)+1 = 16 TREES FOR ENTRANCE CORRIDOR PROVIDED: 6 LARGE SHADE TREES, 35' O.C. W/ 14 ORNAMENTALS INTERSPERSED 10 NEW SMALL DECIDUOUS TREES, 25' O.C. (UNDER UTILITY LINE) W/ 10 ORNAMENTALS INTERSPERSED TOTAL 6 LARGE SHADE TREES, 10 SMALL DECIDUOUS TREES, 24 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: 15,855 SF (demarcated by dotted Catch) 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES OR PORTION THEREOF. 242 PARKING SPACES + 134 EX. DISPLAY SPACES (376 / 10 = 37.6) REQUIRED: IRED: 38 SHADE TREES PROVIDED: 7 EXISTING SHADE TREES 31 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: 43,000 SF EXISTING CANOPY PROVIDED 16,917 SF NEW CANOPY PROVIDED (shrubs not included) NOTES: TOTAL 59,925 SF CANOPY PROVIDED 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 pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: • LOW MAINTENANCE GROUND COVER -The best time of year to maw is during the fall through late winter. Mow on a three-year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass na lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm -season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. —06__ \� 5 W W _D-Vd"'�_— III p _ --e W �� �_ . N W 10' SWfv� ACCESS�. �z EX. MH - , 4 —N — o y T _. W \ I ` \ - II �410, c� J EX. MH — — —�.._ — ":: X. OLD \ _--'— -. -, —� —X- / o W T -- j X-��—_— w< — �v y X x _—=RoeE_FENc€� o�� -- — — — _----------_— _ _— — — — _— IM— — — — — ------------- __-- _ L c — --- — -- III I � A v vv 16 III vv v vv\ ----- — A\ v �vvv —�-------UMP5 W II �� 1 \IO2 III I \ I : �I v v iii ii EX. BOx.RDS — . 1 - A w w w i IIiiI 2 Q o o 06 I ri I I i I tr I 3 � ( I tr I 3 I III 1 I / ( 1. r1 � I I �. I �� vI CI I a I 1 € I� OA4 RFF X 13OAK TREE I 3 I 7/:K TREE f CFK F.E_ 0 3 �_, � / r, 14 14 / 16 / / f SI3N X / 0 \ i W N \ N a rl c t---- i i 6 ,EX. MH \ \ ---�-,III E LPx �!Ex x �x o- x v�—_-----� CIS ,� ,I ,6 . 15' T/C X 12" Ex. `�' Ex. 12" A'GEE OA I-2 F // OAK -G C� � \ � �' ���— � _ ----- ��� a I �� NE A (� —\ I � / / � 3 SEAS ME EX _ 3 r i \ \ \ �k v PP oxI TE ocnTION oF/� sicN NT L LEP ON CO BAN 0 / X7�0 w / ®I �� VI GINI EA EME T ( ..� S \ '—. �/ 4 — O f ^. / ----PO (LP EX. EX. LP EX. LP X. ..�. I I 1 �'-> , . 1 0 20 ' d .. ' SHRUBS � .. — r• Cq5 * \ F \ Gq5 Ga. , —G —GAs GAS —Gs— yj / - o GAS, o ` for • v . aurir=irr•i.c. �_'e�•e ..o, i � ' �1 0 : ,{�' � /1 ��3i{� w-u6��®�Y �71� .'n - �ctLL� _ o • - r. �� 1� ___i ��1r'; • .(rti.q�q/ �'��1�.• b I ..� �li�e.T.i►ri•iLL o "a��v� L_..Ee . _�;.. \ . ...�eil •jib,€n • e� e'� 1 � i� �� _ o_ ��>♦: x...� s.: :�•.ru7 0 �� �v�� ���j�i"�' �J ¢ , ' �'� �s•�lgg_•e - L`/ �`1 �� -. ts. . 'l1�V Alr �bQ�' �t�s,+'��• .r1"a �V� �» I I — . ON RU 707 PLAT NED: HC I SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434227-5140 Charlolksville. VA 22902 shim"rgineeringl v U M. SBfii a ic. a.451U 16 �Ie�2o w� Off, �`rSION¢� II MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. 19.078 LANDSCAPING PLAN N SHEET C6 OF 13 90 C6_ SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER p THOROUGHLY. G �L PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL r_i"�SHRUB PLANTING DETAIL \ ('11 /Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIMILAR 1-1/2" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGH 4" COMPACTED EARTH WATERING BERM EXISTING GRADE . OR SOIL, EXACT \ �LANTING SOIL • County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling; ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 1992 (DATE) 5/1/06 Page 1 of 1 3.38 `'>0 C u 0 oN THAT THE STREAM WAS RELOCATED AT THIS CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE OF THE ORIGINAL STREAM LOCATION EXISTS. THE CORNER PROPERTY LINE SHOWN HERE ON ire IT=r / = T1 I(— (—\/I � I,.I( ('•T A A e T.M. 78-58K JAMES A., JR. & PEGGY W. DET D.B. 3713-419 D.B. 2700-317 PLAT D.B. 391-296 PLAT D.B. 201-455 PLAT ZONED: R1 \ -------- \ \ M NT (D.B. FOC \ \i{>; RAPH COMPANY OF VIRGINIA -� EASE �\ - - - - \ AMERICANTELEPHONE AND g80 -48z` \-�•--__--- ____ -- APPROXI - OCATIC ` - - � 20' SA -- _-SEVER-EA 340- 44 �t r.nu idri y SLOPE 40 — \/ \ :'.1/2��'Q�A�L' v1 ttti 11 � � 80\ � � : �l \ \ \ \ � � > DIA: ;MIN: i > pew uNE�----------- REMOVE BURLAP & STRING FROM R TOP 1/3 OF ROOT TWO TIMES UNDISTURBED SOIL BALL s I TREE PLANTING DETAIL C7 Not To Scale Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING ONNECT TO PROPOSED GRABIN ROM SDP201 -410- 56 60 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 43 227-5140 Chanotlewille, VA 22902 shimp-engineenng.mm v7ie. M. Si-n . 45183 �S`SIONAL V' MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. LANDSCAPING DETAI 3 TREE CONSERVATION AREA C7 SCALE: 1"=30' C7 IF-i +0.1 +0.2 +0.3 +0.3 +0.3 + + + +0.3 +0.4 +0.3 .5 .0 +0.1 +0.3 0.5 +0.6 +0.8 +0.9 +1.0 +1.0 +0.8 +0.7 +0.6 +0.4 +0.2 .5 + 0 +0 1 + + + + + 4 +1.5 +1.5 +1.3 +1.0 +0.8 +0 6 +0.3 +0.1 10.0 + 0 +0.1 + .4 +0.8 +1.2 +1.6 +2.1 + +1.9 +1.4 +1.0 +0. +0.3 +0.1 10.0 +0 0 +0.1 + .5 +1.0 +1.6 +2.3 +3.0 +3.5 +3.3 +1.3 +0.8 .5+0.2 +0.1 +0.0 5 0.1 .6 1.4 2.2 3.0 4.0 ..... + 4.9 3.5 + 2. + 1.8 + 0.3 + 0.1 0.0 B- 0' + 0 1 + 0. + .8 + 2.2 + 2.9 + 3.7 + 4.6 + 6. + + 4.1 + 3.3 '2. 5 + 1.7 � + 0.1 + 0.1 +0.1 + .2 +1.5 +3.1 +3.5 +4.0 +4.6 +4.9 +4.8 +4.3 +3.7 +3.2 +2 5 +0.8 +0.1 +0.1 +0. 8. + .9 +4.3 +4.2 +4.0 +4.1 +4.3 +4.2 +3.9 +3.9 +3.9 +3 7 +1.5 '6.2 +0.1 +0 +0.8 +" �9 +6.4 +5.1 +4.0 +3.6 +3.7 +3.7 +3.7 +4.3 +5.3 +5 8 +2.5 0.4 +0.2 b + 1.6 + .3 + 8.6 + 6.1 + 4.1 + 3.3 + 3.4 + 3.3 + 3.6 + 5.0 + 7.2 + 9 0 + 3.4 + 0.8 � 0.3 D-12 @ 20' D 1 @ 20' + +1.5 + .8 +8.4 +5.9 +3.9 +3.1 +3.1 +3.0 +3.5 +5.1 +7.7 +10., +2.9 +0.9 +0.3 +0. 5 +0.8 1.2 +5.8 +4.7 +3.7 +3.2 +3.3 +3.3 +3.5 +4.6 +6.1 +7 1 +1.5 + .6.5 +0.3 +0. .4 + .6 +3.9 +3.7 +3.5 +3.5 +3.6 +3.6 +3.6 +3.9 +4.3 +3 8 +0. +0.3 +0.2 +0.1 +0.1 5 +0.11 +OtA 11.4 +2.8 +3.1 +3.5 +3.9 +4.1 +4.1 +3.8 +3.5 +3.3 40 11 r0.4 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 + .8 +2.0 +2.6 +3.3 +4.2 +4.8 +4.6 +3.9 +3.2 +2.5 +1 11 2 +0.3 +0.1 +0.1 +0.1 +0.1 +0.2 +0.2 Symbol Label Quantity Manufacturer Catalog Description Lamp Filename Number Lumens Per Light Loss Wattage Number Lamps Lamp Factor ❑ B 7 Gardco by Signify ECF-L-80L -900-WW- EcoEorm Area LED - Large, 80 LEDs, (5) LEDGINE SLID LIGHT ARRAY(S) ecf-1-801 -900-ww 1 Absolute 1 224.9000 G2-5 3000K CCT, TYPE 5 DRIVEN AT -g2-5.ies ❑ OPTIC, No Shield 900mA C 2 Gardco by ECF-L-80L EcoEorm Area LED - (5) LEDGINE SLID ecf-1-801 1 Absolute 1 224.9000 ❑ Signify -900-WW- Large, 80 LEDs, LIGHT ARRAY(S) -900-ww ❑ G2-3 3000K CCT, TYPE 3 DRIVEN AT -g2-3.ies OPTIC, No Shield 900mA D Gardco by Signify ECF-L-80L -900-WW- EcoEorm Area LED - Large, 80 LEDs, (5) LEDGINE SLID LIGHT ARRAY(S) ecf-1-801 -900-ww 1 Absolute 1 224.9000 G2-4 3000K CCT, TYPE 4 DRIVEN AT -g2-4.ies ❑ OPTIC, No Shield 900mA D Gardco by ECF-L-80L EcoEorm Area LED - (5) LEDGINE SLID ecf-1-801 2 Absolute 1 224.9 Signify -900-WW- Large, 80 LEDs, LIGHT ARRAY(S) -900-ww F-111 1:1 32-4 3000K CCT, TYPE 4 DRIVEN AT -g2-4.ies OPTIC, No Shield 900mA +0.1 +0. _ '1.6 + + + + + 0; 3.9 +3.0 + + 1 +0.2 +0.2 +0.2 +0.2 +0.3 +0.4 +0.3 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0. Notes: • _ + + + ' + + + '0. + '0. '0 '0 + + + + + 1. Existing lights on site are shown with label "A". Existing lights are at 15 ft height 0.2 3.9 2.9 1.9 1. 0.6 0.5 0. 0.6 0.9 0.8 .4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0.0 0 .0 .0 0 0 0.0 .0 0.0 0.0 0.0 0.0 with 400W metal halide bulbs. Some existing lights exceed 0.5 fc at the property 0.2 .5 1.1 1.8 2.5 3.3 4.2 4.5 4.2 3.5 + 2.6 + 1.9 + 1.3 + 0.9 + 1.0 + 1.3 + 1.9 + 2.6 + 2. + + + + + 0.2 + 0.2 + 0.2 '0. 3 '0. 4 '0. 3 '0. 1 + 0.1 + 0.1 0.0 + 0.1 0.0 .0 + 0.0 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + I line. .5 ' .5 2. New lights to be mounted 15 or 20 ft, including base, as specified on the plans. +0.1 +0.5 +1.2 +1-9-�+ rt+ - �'i-4- + + 2 +3.9 +3.2 +2.4 +1.9 +1.4 +1.2 +1.3 +1.8 +2.9 +5.0 + �o �4 2 � + 2 2 + , o + 0.5 + 0.7 + o s + o s o s + o 3 + 0 2 + 01 + 01 + 0., + o., o. + + + o.o + o.o + o.o + o.o + o.o + o.o + I 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial 0.1 (56 1.3 2.1 2.9 3.7 4.3 4.4 4.0 3.3 .6 + 2.0 + 1.6 + 1.5 + 1.8 + 2.3 + 3.3 + 5.1 + 7.2 + 8.5 7.4 + 4.6 + 2.8 + 1.8 + 1.3 + 1.3 + 1.3 + 1.2 + 1.2 + 1.2 + 1.0 + 0.7 '0. 4 + 0.2 + 0.1 + 0.1 + 0.0 '0. 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + I lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect g 5 light away from adjoining residential districts and away from adjacent roads. The +0.1 +0.6 +1.4 +2.2 +3.2 +4.3 +5.5 +5.2 +4.3 +3.5 +2. + +1.8 +1.9 + .2 2.7 +3.3 4.3 +5.1 +5.7 +5.6 +4.5 +3.4 +2.6 +2.1 +1.9 +1.9 +1.9 +1.9 +1.9 +1.8 +1.2 +0.9 +0. +0.4 +0.2 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +I spillover of lighting from luminaires onto public roads and property in residential or +0.1 +1.3 +2.1 +3.1 +4. • +5.8 + o1+ + + + + + + + + 0.5 + FOOTCANDLE + + + CONTOUR + + + '2. + + + '1. + + + + + + + + + + + + rural areas zoning districts shall not exceed one half footcandle. .4 4.1 3.3 2.7 2.4 1 1.9 0 2.4 3.0 3.6 4.2 �4. 4. 4.0 3.3 2.8 2.5 2.5 2.6 2.8 9 2.7 2 1.6 1 .8 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 I __ Existing lights on site vary between 3000K-6000K color temperature. All new +0.1 0.5 +1.2 +1.8 2.6 +3.5 +4.2 +4.1 +3.6 +3.1 2.7 2.6 +2 2.5 2.3 2.0 +1.6 +1.8 + .8 3.9 +4.7 +4.7 +4.1 + . + .2 +3.0 +3.3 +3.6 +4.1 +3.8 +3.0 + .0 +1.3 0.9 0.5 +0.1 +01 +01 +01 + + + light fixtures or bulb replacements to have 3000K color temperature. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5. Provide light gray, square pole for proposed fixtures to match existing. STATISTICS: Average = 2.3 fc Maximum = 28.3 fc Minimum = 0.0 fc 0.2 .5 1.0 1.4 2.0 2.6 3.0 3.0 2.9 2.8 2.8 2.7 3.3 2.6 1.8 2.0 2.2 3.1 4.4 5.3 4. 4.1 3.6 3.4 3.6 _4 A_.820' 3.3 2.3 1.5 0.9 qj 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 I +0.2 .5 +0.8 +1.1 +1.5 +1.8 +2.1 +2.0 +2.2 +2.5 2.9 +3.5 4.3 +5.3 + . +3.2 2.3 + + . .8 3"120 + + . +3.4 +3.5 + ® .2 +2.3 + +0.9 +0.2 +0.1 +0. - +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +I 4.3 O _ @ 20' +0.2 +0. 5 +0.7 +0.9 +1.1 +1 3 +3.5 +5.7 4.6 +3.3 2.4 + . + . + . '2.8 + . + . +4.3 3.9 +3.5 +3.3 +3.3 +3.5 +3.7 +3.6 + 9 +2.3 +1 5 +0. .5+0.2 + .1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +(.. .,. .,. ...� ...� ...� ...� ...� ...� ...� ...� ...� ...� ...,. ...� +0.2 +0.3 +0. +0.6 .7 2. +3.7 + +3.8 +3.0 +2.2 +3.3 +3.2 +3.2 +3.3 +3.4 +3.5 +3.2 +2. +2.1 .5 +0. +0. + .1 +0.1 0.1 + . + +0.1 +0.1 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.2 +0.3 +0.3 +0.3 + 2. +3.0 + + + +2.7 2.8 +3.0 +3.3 +3.4 +3.4 +3.1 +2.6 +2.0 +1.5 +0. .5+0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.2 +0.4 + + . +0.3 +0.1 +0.1 +0.1 0.0 + . + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 . . + 0.2 + 0.2 + 0.3 + 0.3 + + + 2.1 + 2.2 + 2.5 + 2.9 + 3.5 + 3.9 + 3.9 + 3.5 + 2.8 + 2.1 + 1.5 + 0. + 0.2 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.2 + + 0.7 + 1.0 +1. 1 + 1.2 + 1.0 .3 + 0.1 + 0.1 +0. 1 + 0.0 + 0.0 + 0.0 + 0.0 + 0. + 0 + 0.0 + 0.0 + 0.0 +0.0 0.5 SHIMP ENGINEERING 0.2 0.3 0.3 +0 +1.6 +1.7 2.2 2.9 +3.6 +4.4 +4.5 +4.1 +3.2 +2. +1.5 +0. .5 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0.2 +0. +0.6 +1.1 +1.5 +1.9 +2.1 +2.1 +0. +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 + . +0.0 +0.0 .0 +0.0 +0.0 LAND PL NNINGISITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering + + 0.3 + 0.4 +0. 0.4 +1. 1.1 + + + + + .4 4. + 3.2 + .2 + 1.5 '0. 0.7 '0. 0.3 + + + + + � 0.6 + 1.0 + 1.5 + 2.1 + 2.8 + 3.3 + 3.6 + 1.2 .3 + 0.2 + 0.1 + 0.1 + 0.1 - 0.0 + 0.0 + + .0 + 0.0 + .0 + 0.0 + 0.0 912 East High Street Phone: 43 227-5140 40.3 0' .5 Charlotte ville, VA 22902 shimp-angineanng.wm +0 3 '0.4 +0. 6 +0. 6 +0. 7 +0. 7 +0. 9 '0. 9 + 0.9 + 1 0 + 1. + + .9 + 1.0 + 1.0 + + + + + + + + 1.6 + 2.3 + 3.4 '4. 5 + 5.5 + 5.8 +=• 4.3 '3. 3.1 2.1 + 1.5 '0. 0.9 '0. 0.6 + 0.8 + 0.9 + 1.0 + 1.0 + 0.9 + 0.9 +1. 1.1 + 1.6 + 2.1 + 2.8 + 4.0 + 5.5 + 6. + _0.3 '0. 0.2 + 0.1 + 0.1 + 0.1 0.0 + 0.0 + 0.0 0.0 0. + 0.0 + 0.0 + 0.0 + 0.4 + + 0. + 0.7 + O.S + O.S + 1.0 +1. 1 + 1.2 + 1.2 1.3 +1 2 + 1. + 1.4 + .4 + 1.3 + 1.2 1.3 + 1.2 + 1.3 +1. 1 '1. 1 + 1.0 + 1.2 + 2 + 3.2 + 4.3 + 5.2 5.7 5. + 3. + 1.9 + 1.3 +1. 1 '1. 1 + 1.3 + 1.5 + 1.6 + 1.6 + 1.5 + 1.7 + 2.0 + 2.5 + 2.9 + 3.8 + 5.4 + 7.8 + 1 + 0.0 + 0.0 .0 + 0.0 + 0.0 0.0 0.0 - .5 El .1 -10 @ 20' low� r +0.4 ®.§ +0 +1.1 +1.2 +1.3 +1.4 +1.8 +1.9 +2.0 1.7 +1.7 "_.+2.1 +1.8 +1.6 " 1.7 +2.0 +1.9 +1.9 +1.6 +1.1 +1.7 .8 +4 4 +5.2 +6.2 +6.6 +5.9 4 + . +1.6 +1.2 +1.3 +1.6 +1.9 +2.2 +2.4 +2.4 +2.2 +2.4 +3.0 + . + . 4.4 +6.0 +8.4 +1 .6 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 WALL- MOUNTED FIXTURES -_ � +0.4 0.5 +0 +1.4 +2.0 +2.2 +2.3 +2.7 +3.6 +3.6 2.7 2.6 2.7 2.7 2.7 2.6 2.6 +2.5 +3.0 +3.6 +3.2 +2.5 +2.3 2.7 +3.8 4.9 +7.0 +9.6 +10.2 +7.7 +5.2 +3 0 +1.5 +1.2 +1.5 +2.0 +2.6 +3.4 +4.0 + 4 +3.3 +3.7 +4.0 +4.4 +5.2 +6.1 +7.1 +7.6 +2.5 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 .9 M.S 0.3 0.8 1.2 2.8 4.6 + 4.9 5.5 5.6 + 4.8 + 4.6 + 4.5 + 2.8 + 2.4 + 4.1 + 4.7 + 4.7 + 5.3 + 5.4 + 5.4 +" 0'�`.. + 4.5 + 4.1 + 9.3 + 16.3 + 17.8 + 10.1 + 5.6 .8 +1. 1 + 1.0 + 1.-5-2.3 + 3.4 + 5.0 + 6.5 + 6.1 + 4.7 + 4.1 + 4.1 + 4.7 + 5.7 + 6.8 + 7.0 + 6.4 + 5.2 + 2.1 1 2 + 0.0 + 0.0 + 0.0 + .0 .0 + 0.0 + 0.0 IC. 0.451$3 A I�bl2o oD_g I 1 + 0.3 0.4 + 1.1 1.9 + 5.5 + 6. + 8.0 + 4.2 + 5.3 '7. 1 + 7.2 + 4.0 + 2.0 + 1.9 + 2.9 + 7.6 + 6.4 + 6.S + 3.5 + 5.9 + 6.6 7.6 + 3.6 + 4 + 5.7 + 11.0 + 23.1�`��f��9--�--�.'0 + + 1.7 1.0 0.6 + 1.0 1.9 + 3.8 + 6.5 + 90 + 8.520 + 5.5 + 4.2 4.3 5. 7.2 9.1 8.6 6.4 4.0 + 2.0 + .1 0.0 0.0 0.0 0. 0 0.0 + 0.0 SIONAL ��G 0.3 0.4 0.90 0.9 2.7 9.0 t3.3 1 .0 6.0 7.5 15C2 15.3 5.7 2.6 2 0 4.1 13.8 14.5 10.7 5.1 8.8 A 1®.4 4 a� 1 15' 5.7 .9 4.7 7.5 11.9 12.7 8.6 5.9 3.8 2.5 0.7 �.§ .5 n 3.3 0.1 0.0 0.0 0.0 0. 0.0 0.0 0.0 +0.3 .5 +0 +1.8 +7.3 +15. +15. +17.7 +14.3 +15.3 +19.0 +19.7 +11.2 +5.8 +4.3 +9.2 +1 f. +16.4 +17.0 +14.1 +16.9 +17. J 21.2 +12.2 .4 +5.7 +6.1 +7.0 +7.2 +6.7 +6. +5.6 +5.3 +1.3 +0.5 +0.1 +0.1 +0.1 +0.1 +0.0 0.0 +0.0 +0.0 %EXISTING LIGHTS � MAJOR SITE PLAN AMENDMENT +0.4 +1 +2.2 +2.7 +4.3 +5.0 +4.9 +6.o +5.8 +4.8 +3.8 +3.7 +4.0 +3.7 4.7 +5.9 +5.6 4.9 +7.0 +8. +8.3 +8.1 .3 +7.2 +6.3 +5.7 +5.3 +5.5 + .2 +7.6 +10.1 +3.4 +0.8 0.1 +0.1 +0.1 +0.1 +0.1 +0.1 0.0 +0.0 +0.0 ALBEMARLE COUNTY, VIRGINIA +0.4 5 +0 +1 5 +2 5 +2 8 +2.8 +3.1 +3.5 +3.8 +3.4 +3.3 +3.1 +3.0 +3.1 +3.3 +3.3 +3.3 +3.2 +3.9 +5.2 +6.3 +8.7 +12. 17.4 +9.2 +6.7 +5.5 +5.1 +5.2 6.2 +9.8 15 4 +0.1 +0.1 +0.1 +0.1 +0.1 0.1 +0.1 +0.1 +0.0 1300 R I C H M O N D D-5 .6 15? 0.3 . 5 0.8 1.3 3.0 5.1 4. 5.2 4.4 2.7 4.0 5.5 5.1 5.3 4.2 2.5 3.8 5.6 5.2 6.1 6.3' 6. \ 10.7176 25.2@+1 12.5 + 7.5 + 5.8 + 5.4 + 5.5 + 6.4 + 9.1 + 12.9 0.1 + 0.1 0.1 0.1 + 0.1 .1 .1 + 0.1 + 0.1 � ROAD FLOW +0.2 + + +0.9 +1.8 +4.7 +5. + +24- +2.0 +2 +55 +6 +6 +2 +1 + +5.0 +6.1 +7.4 + +8.5 +1 D-3@15' +16.2 +11.0 +7.9 +6.8 +6.5 +6. +6.8 +7.6 +7.7 +0.1 +0.1 +0.1 +0.1 + +0.1 +0.1 +0.0 AUTOMOTIVE .3 .4 .4 ,2 1 1 'A Q 4.6J .7 0.1 0.1 1 Ex P - AoA Px w 0.2 .4 50.6 1.1 3.5 14. 8 2.8 4.3 16.3 - 45==�4.0 1 .3 1 5.7 .6 7.7 7.6 7.5 8.5 10.1 9 8 8.0 6.5 5.0 0.1 0.1 0.1 .1 0.1 0.1 0.0 SUBMISSION: +0.3 +( +0.8 +2.4 +8.0 +12. +13 +13.5 +9.0 +6.5 +9.2 +12.9 +13.7 +13.2 +9.2 +5.8 +8.7 +12.5 +13.6 +13.8 9.4 .8 +3.7 .2 + +5.0 +7.1 +10.8 +17.6 6.2 +8.8 +5.3 +2.8 +0.2 0.2 +0.1 +0.1+0. +0.1 +0.1 +0.1 +0.1 2020.02.21 +0.3 + 5 +0.8 +1.9 +2.3 +3.5 +4.6 +4.2 +3.8 +4.1 +3.5 +4.5 +5.5 +4.6 +3.6 +3.9 +3.7 +4.5 +5.1 +3.7 +3.0 +3.5 +2.5 +1.6 +2.8 +4.1 +6.4 - - . 15' 1 5+11.4 4.4 +1.5 +0.2 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 REVISION: ---, 01) 2020.06.15 0.2 .4 0.6 1.3 2.6 3.1 3.1 3.7 4.7 4.3 + 3.5 + 3.7 + 4.8 + 4.7 + 3.5 + 3.5 + 4.6 + 4.6 + 3.3 + 3.2 + 3.6 + 6.4 + 4.4 + 3.9 + 6.4 + 3.6 + 5.2 + 8.3 + 12. + 11.5 + 6.8 + 3.9 + 1.6 + 0.7 + 0. + 0.3 + 0.3 + 0.3 + 0.2 + 0.2 + 0.2 + .1 + 0.1 + 0.1 + 0.1 + 0.1 02 ..B ) 20200622 [AR ] 03) 2020.08.10 [ARB] +0.1 + 1 +0.9 +2.5 +5.9 +5.4 +6.3 +5.5 +6.3 +5.8 +5.8 +5.7 +5.9 +5.7 +5.7 +5.8 +5.7 +5.5 +5 +5.9 +6.0 +10. +1 +9.1 +5.9 +5.3 +5.9 +6. 4.9 +3.5 +1.7 +1.0 +0 8-_ 0. +0.4 +0.3 +0.3 +0.3 +0.2 +0. +0.2 +0.1 +0.1 +0.1 .7 --+ .3 +0.0 +0 0 +0.0 +0.1 +1.8 1.5 +2.2 +3A �1.9 2.3 +3 a +z +2.0 +3. +3. +8.2 +24 + 3@+l�,5 +8.5 +8.3 +7.9 + +6 3 +4.7 +3.4 +1.9 +1.4 +1 +1.4 +1.5 +1.5 +1.4 +1.5 +1.3 +1.4 +1.3 +1.3 +1.3 1 1 +1.2 +0 5 + +0.4 +0.4 +0.4 0.3 +0.2 +0.2 +0.1 'r Ex WHIT oA-9 @ 15' a to [?A-6 @ 15' Ex. LP oA-7 @ 15' Px v oA-8 @ 15 IM ',Q I 1 @ 15' - _ +0.0 +0 0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.2 0.1 +0.1 0.2 0.1 +0.1 .5 1.5 +6.9 2 .9 + 6.8 +14.6 +10.8 +13.0 +11.6 8. + .4 +3.9 2.7 2.4 2.0 +1.9 +1.9 +2.6 +2.6 +2.5 +2.2 +2.2 +2.2 +2.1 1.9 + + + +1.3 +1.3 +1.2 +1.1 +0.9 + .9 +0.7 +0.7 +0.6 +0.6 +0.3 +0.2 +0.2 +0.1 @ 1 - +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0. .5 +1.0 +4.5C-1 .5 +1 9 +12.6 +9.3 8.8 . + + + .7 2.5 +1.9 2.2 +3.7 +3.5 +3.4 +4.0 +4.9 +3.9 +3.3 +3.8 +3.9 +3.2 +2.5 +2.6 +3.0 +3.2 +2.3 +1.9 +1.7 +1.9 +1.7 +1.6 +1.3 +1.2 +1.1 +1.0 +1. .5 +0.4 +0.3 +0.2 0.5 FOOTCANDLE CONTOUR EXISTING LIGHTS FILE NO. + 0.0 + 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.2 + + 4. + 3.8 + 3.5 + 6.1 + 1.9 + 1.6 + 2. + 1.6 1.4 + 1.0 + 0.8 + 1.3 + 4 1 + 6.0 + 6.3 + 5.8 + 4.8 + 7.2 + 6.0 + 6.5 + 5.2 + 4.6 + + 4.0 + 3.8 + 4.0 '3. 0 + 2.6 + 2.7 + 3.3 + 2.6 + 2.2 + 2.1 + 2.1 + 1.9 0.9 ,8 + 0.3 + 0.2 + 0.1 19.078 + 0. + 0. + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 0. + 0.0 + 0.1 + + + + 0. '4 1.3 + 0.8 + 1.0 + 6 + 0.2 .5 + 0.1 + 0.1 + 0.2 EX ' 2A5@ + + + 7 + 2.4 + + 5.1 4.7 + 2.3 + .7 + 6. + 5.4 + 5.8 + 3.7 + 2.8 + 4.4 + 4.4 + 4.3 + 4.2 + .9 + 0.5 + 0.5 + 0.1 + 0.1 LIGHTING PLAN A + 0. �' 1 + 0.2 +.5 0.2 + 0 'S + 0.1 + 0. + - + 0.2 + 2.7 - 0� + + + 1.6 + 2.5 + 4.6 +"""��� + 2. + 0 + 0.2 +0. 1 + 0.0 + + + - L� MiLP- 1 .5 N +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0. C� - + +0 1 -- 0.5 0.3 +0.0 +0.0 + . +0.0 SHEET C8 OF 13 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 0.0 0 + .0 + 30 0 30 60 90 [� jvS + + + +- + + +- +- +- +- +- +- +- +- +- +- +- +- +- +- +- +- +- + +- +- +- + + + Scale: 1"=30' e& Area -, F' /'rARn[ A ' /A [.ARn[ A ` Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an Innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project: Location: Cat -No: Type: Lamps: cry: Notes: example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK ECF-L 900 �=�2 AR 3 7Brome... 80L ECF-L 80L 900 WW-G2 AR Type 120 120V OD 0-I0V External IMRI3 PCB Fusing Square P EcoForm 80 LEDs 900mA Warm White Arm Mount 2Type2 208208V dimming (by others)° Integral with Photocontrol Fl Single Adapter site and (5 modules)1A 3000K, 70 CRI(standard)' 2-90 Rotated 240240V DCC Dual Circuit Control"'#Gans Button=' (120,277,347VAC)" included area. 1050MA Generation left 90' 277 277V FAWS Field Adjustable IMW7 TLR05 F2 Oouhle standard The Large 1.7A NW-G2 2-270 Rotated 3/7 347V Wattage Solution's IMegralwith Twist Lock (20B,240480yAC) product 1200MA Neutral While following debt 490 480V SW Interface module g7lens Receptacle TB MGYMedium Gray 4000N, 70CM mounting 270' UMV 120 277V brSiteWise 5Pine Pole M-A Result Terminal 96L 800 FPI Arrgle Generation2 kOsmust (50/61 LLC Integral wireless TLRD7 Blacks �-n 9fi LEDs 800mA be ordered Typo HIM 347-480V module'sa" Twist Lock 020. 277.347VAC) s RPA specified 3Type3 RAL Specify BE modules)Y CW-62 separately (50/60Hz) BE Bi-level Receptacle p FP2 Double Round Pole 10i CooIWNle (See 3-90 Rotated functionality'n" 7Pin10 (200, 240, 480VAC) Adapter optional 120 5000K 70CR1 accessories) Iett90' mlororRAL ROOmA Generation SF 7-270 Rotated Pynaeimmer:Automatk TLRP[ Canadian FP3Double 39'03'- 3.9'0.0. (ecQrstor L7024) 702 Profile Dimming Twin Lock Double Pull (208, «Custom color Slip Fitter night Receptaclew/ 240,480VAC)r park)" (Munsupply 6505afe1y 50% Mount Dimmilg,7harsx° PhNocellsa Sure ProtecHNl HIS color drip (Msbnon) Npe4 CA150MeWan50%Dimming, 00M standard) Internal for required N 8haurs"r Housing factoryquote) 4TYpe4 SP2 IMmdsed 111115 WS yO Rotated CS30 Safety 30% Side Shields Waft mount left 90, Dlmming,7hous"r With surface 4-210 Rotated CM30MedIan30%DImning, conduit right Shashi rearentry 270' permitted Types RAM 5 Type Retrofit an mount kit' SW Type 5W AFR Auto From Raw AFR-90 ANo From Row, Rotated IeN S. AFR-270 Auto Front Row, Rotated dgM 270' 1. BL-IMRIS/7 equipped With out -boarded ^moor housing when voltage le HVU (347-48OV) 2. Mounte to a 4" round pole with adapter included for square pole.. S. Limited to a maximum of 45 degrees aiming above horlsontel. 4. Not mailable with other d l mining control optbna. 5. Not available with motion sensor. 9. Not available with photocontrol. 7.. Available only in 120 or 277V. ECF-L-EmForm-area-large 03/20 page l of 7 B. Natevelleblein S47or480V 9. Mustspecifylniutvoltage. 10. Dimming will not W connected to NEMA receptacle if ordering with other control options. 11. Not avallaele In 460V. Order photocell separately With TLRD5/7. 12. Not available with DCC. 13. Not exallable With SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5 and SW optics. 16. Not available With DD, DCC, and FAWS dlmming control options. 18. Not available with DD, DCC. FAWS and LLC dlmming control options. 17 Most specify a motion sensor lens. ids DCC DLC . Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an Innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project: Location: Cat -No: Type: Lamps: cry: Notes example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK 900 WVV-G2 AR, Vol4 E 0 C79 ECF-L 80L ECF-L 80L 900 WW-G2 AR Type 120 120V DD 0-I0V External IMRI3 PCB Fusing Square Pole Textured Ecol'orm BO LEDs 900mA Warm White Arm Mount 2Type2 208208V dimming (by others)° Integral with Photocontrol Fl Single Adapter BK Black site and (S modules) 1A 3000K, 70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control°56 #31ens" Button. (120, 277, 347VACp included in WH White area, 10SOMA Generation left 90' 277 277V FAWSField Adjustable IMM7 TlRDS F2 Double standard BZ Brame The Large 1.2A NW-62 2-270 Rotated 347 34N Wattage Selector 45 Integral With Twin Lack (20%240,480VAC) product DGY Dark Gray 12001IIA Neutral While following debt 480 480V SW Interface module g71ens- Receptacle TB MGYMedium Gray 4000K, 70CM mounthg 270- UMV 120-277V forSiteWise Spine Pole Mount Fusing Terminal 98L 800 FPI Single Generation kits must (50/601 LLC Integralwireless TLRD7 Block° �-n 96LEDs be ordered Toe XV11 moduleorm Twin Lock (120,Double VAC)° RPA specified 3-90 RAL Specify (6 modules 1A JA CW-G2 separately (50/60OV (50/60Hz) BL M-kvel Receptacle FP2 Double Round Pole 1.2A (See R 3-90 Rotated fundionality''w 7Pin 10 (208,240,480VAC) Adapter onal color 120 5000K,Coolythile 5000K, 70CRI accessories) Iett90' _ or RAL mloror702 1200mA Generation DynaDimmer:Au[omatic TIRPC Canadian FP3Double ledCusco $F 7-270 Rotated ProfileDimming; Twin Lock Double Pull (208, 3.9'0.0. 3-9'O3 color � Custom color Sia Fitter night Rerept3i 240,480VACp pole)" (Munsu pply 650 Safety Mount Dimmng.7harsxr Photocell" Sure Protection NIS mlorddp (fitstoN/e" Npe4 CIASOMeWan5D% Dimming, (10i Standard) Internal for required O.D.renoN Bhaurs"r Housing factoryquote) 4TYPe4 SP2 IIIDeised WS 4-90 Rotated C530 Safety 30% Side Shield" Waftmount left 90, Dimming. 7 hours" with surface 4-270 Rotated CM3010edlan 30%Dimming, conduit right 8hours'4 rearentry 270' permitted Types RAM 5 Type Retrofit arm mcuntkif' SW Type SW AFR Auto Front Raw AFR-90 ANo to Raw, Rankled [[left 90' AFR-270 Auto Front Raw, Rotated right 270' 1. BL-I MRIS/7 equipped with out -boarded ee rhousing when voltage Is HVu (347d91 2. Mounts to a 4' round able with adapter included for square poles. S. Limited to a maximum of 45 degrees aiming News horeontal. 4. Not available With other dl mining control options. 6. Not available with motion sensor. 9. Not available with photocontrol. 7. Available only in 120 or 277V. ECF-L-ECOFOrm-area-large 03/20 page l of B. Notevellablein547or48M 9. Mustspecifylniutvoltege. 10. Dimming will not W barnacled to NEMA reasonable if ordering with other control options. 11, Not available in 4BOV Order photocell separately With TLRD5/7. 12. Not available with DCC. 13. Not available With SF and WS. RPAs provided with black finish standard. 14. HIS not available with Type 5 and SW optics. 16. Not available With DD, DCC, and FAWS dlmming control options. 18. Net available with DD, DCC. FAWS and LLC dlmming control options. 17 Must specify a motion sensor lens. DCC DLC � , Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. Ordering guide Project: Location: Cat -No: Type: Lamps: cry: Notes example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK r ECF-L 80L 900 �2 L AR ECF-L 80L 900 WW-G2 AR Type 120 120V DD 0-10V External IMRI3 PCB Fusing Square Pole Textured EcoForm 80 LEDs 900mA Warm White Arm Mount 2Type2 208208V dimming (by others)° Integral with Photocontrol Fl 9ngle Adapter SK Black site and (5 modules)1A 3000K, 70 CRI(standarN' 2-90 Rotated "0240V DCC Dual Circuit Control'ss#3 tens Bottom- (120277347VACp included in WIN White area. 1050MA Generabon2 left 90, 277 277V FAWS Field Adjustable IMM7 TLRDS standard BZ Brame The large L2A NW-G2 2-270 347 347V Wattage 5ekktorO IMegralw6h Twist Lack (208, 240, dBOVAC) (2 product DGYMechuay 1200mA Neutral White (allowing dgryt debt 480 480V SW Interface motaak g7lens" Receptacle .240,4 10 MGYMedium Gray 4000K, 70CRI mounting 270- day 120 277V for SherriSpine Pole Mount Fusing Terminal 96L 800 FPI Single Generation kits must (50/60Hz) LLCTLRD7 Integralwireless Blacks Custom9fi LEDs BOOmA Type HIM 347-480V module'br" Twin (120, 277, 3I7VAC)r RPA specified 3Type3 RAL Specify (fi modal IACW-G2 reordered separately (50/601-14 BL Bi-level Receptacle FP2 Double Round Pole (See 3-90 Rotated functionality''" 7%Fie (208,240,480VAC) Adapter cptional t2A 12D 5000K,Cono[While 5000K 70CRI accessories) Iett90' _ mlororRAL olorer R00mA Generation SF 7-270 Rotated DynaDimmer:Automatic TIRPC FULLan FIP3Double 3-9'0.3' 3.9'0.0. 702 Profile Dimming Twin Lock le Double Puft (208, Cusco color � Custom color Slip Fitter night Rereptdew/ 240,48[rI Pole)" (Munsupply 6505afetY SO% Mount Dimming,7holrsx° Photocellea Sure Protection HIS color drip (fitsmN/r" Type 045OMedian 5D% Dimming, 00M standard) Internal for required O.D.kr1oN Sharon. SP2 IncreasedHousing facaryquote) 4TVPe4 WS 4-90 Rotated CS30 Safety 30% Side Shield s Waftmount left 90, Dimming, 7 hours" withsudace 4-270 Rotated COOMedlan 30%Dimming, conduit right Shores- rearentry 270. permitted TWM5 RAM 5 Type Retrofit arm mountkifz SW Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90' AFR-270 Auto Front Raw, Rotated right 270' 1. BL-IMRIS/7 equipped With out -boarded ^moor housing when voltage la HVU (347-48OV) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum of45 degreas among above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 9. Not available with photecomrol. 7. Available only in 120 or 2rV. ECF-L-EcoForm-area-large 03/20 page l of B. Natevelleblein S47or480V 9. Must specify Input voltage. 10. Dimming will not W connected to NEMA receptacle if ordering with other control options. 11, Not evallable in 4BOV. Order photocell separately With TLRD5/7. 12. Not available with DCC. 13. Not available with 3F and W3. RPAs provided with black finish standard. 14. HIS not available with Type 5 and SW optics. 16. Not available With DD, DCC, and FAWS dlmming control options. 16. Not available with DD, DCC. FAWS and LLC dlmming control options. 17 Must specify a motion sensor lens. "'' DCC DLC . SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Ficclused Engineering 912 East High Street Charlottesville, VA 22902 Phone: 434-227-5140 shimp-engineering.wm �C. NL iY Gf 0 U M,S a L ic. 0.45183 - 1"6 O l ��`y`SIONAL ��G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. 19.078 LIGHTING DETAILS N SHEET C9 OF 13 ME30 0 30 60 90 I ME ME ME ME ME 9 Scale: 1 "=30' C ujur 411 001102:111, } I I AscA (D.B. 1327-145) ------------------------- 1\I I 1 I � � ENTRANCE 2 SIGHT DISTANCE RIGHT 1" = 50' HORZ 1" = 10' VERT I ENTRANCE 2( % / C MBINED UTLITY E / I CO, CEI EL & CSA0 WM OF 20' / I (DA -546: 3 VA T �/ iT II 11 S/C S �,NTRANCE 3 \ \ ENTRANCE \ - 1 \ R= o L-2 o T-1: S. ROUTE C=2 1 0 _ /> RIC OND ROAD VARIABLE JI 1 W H R/W HWY �P. B. XI-200 —� D.B. 116E 46 .229-56 \ D. . 229-56 �l %%U 435 430 425 420 415 410 405 400 3 V v ti - emu/ 1 � \ 0 W TO T T! DOOUNTRY LN r _j _ < 50 0 50 100 150 44D 435 430 425 420 415 410 405 400 5 1'6+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 2 ENTRANCE 2 SIGHT DISTANCE LEFT ,1 0 1" = 50HORZ 1" = 10' VERT 445 445 440 440 DO435 435 / 430 = 430 / M 425 425 w 420 420 w 4154 415 410 410 4(01(57 405 410+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+54Q0 3 ENTRANCE 3 SIGHT DISTANCE LEFT ,1 0 1" = 50' HORZ 1" = 10' VERT Scale: 1 "=50' SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 40 227-5140 Charlottesville, VA 22902 shimp-angineanng.wm u M. SI$n ic. o.45183- 16 o�1 hll2o �S.S'7l11vwT �' MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. SIGHT DISTANCE SHEET C10 OF 13 C 10 42 Al A2 A3 A4 A5 m A 420 ro a A3 42 A5 Asa 420 41 410 415 J 415 - 415 415 40� 405 X. cn N STANDPIPE w + 410 410 FOR OUTLET z 410 410 CONTROL TO 40 400 z z z = BE RELOCATED WITHIN 405 r F 405 MANHOLE 40 405 39IF 395 J J J ZHN 400 x x 400 a m a 40 400 39 390 O O N 395 ¢ a a o 395 o ~ - 399 395 3i 0305 M > - 390 W z - 390 p `O qq a z ~ 2 ' Ni ni 31 00 10+50 11+60 M 10 385 MAI AI 1 ° ") "�RnTTnM 385 � �O o rnrn 4.11L� - o - - > �E) z m00 _ 380 a _ 380 Z _-- - 3 STORM PROFILE A3-B2 375 - 375 2 STORM PROFILE A5-A5a C11 1;; = 30' HORZ 1 = 10 VERT C11 1" = 30' HORZ 370 - 370 1" = 10' VERT 310 00 10+50 11+00 11+50 12+00 12+50 13+0305 1 STORM PROFILE Al -A6 C11 1" = 30' HORZ 1" = 10' VERT 36 F1 W F2 360 35 355 o D2 D3 41 A4 00 A4a 410 A3a E1 42 425 N 410 _ 35 350 �rn o � o N 5' 405° - 0 405 N 42 420 3 w 405 Z _ _ - o_ 34 345 z3 41 415 40 400 40 400 34 340 41 410 39 _ - a 395 39 395 -HOP 33 335 40 405 39 390 39 390 rn 33 330 of 3B c' 408 > 10+50 11+00 11+5�° 38 z z 10+50 11+00 5 955 37 38'a0, 385 > z o» 31D+00 10+50 11+00 11+ba 5 z >zz 0 - z o - 38( 380 5 STORM PROFILE D2-D3 6 STORM PROFILE A4-A4a STORM PROFILE F1-F2 375 375 C11 1" = 30' HORZ 1" = 10' VERT C11 1" = 30 HORZ C11 1" = 30 HORZ ," = 10' VERT ," = 10' VERT SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 318+00 10+50 11+00 11+50 12+00 12+53d° Design Focused Engineering 912 East High Street Phone: 43 227-5140 Charlolksville, VA 22902 shimp-engineering.wm 4 STORM PROFILE A3a-E1 C11 1" = 30' HORZ 1" = 10' VERT LD-229 Storm Drain Design Computations 1300 Richmond Road H S ic1 0.45183 L �°� IIdlto w4 O �``SSIOIVAL ECG MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB] 03) 2020.08.10 [ARB] FILE NO. 19.078 STORM DETAILS SHEET C11 OF 13 C11 00 � rn m Mm 0 N RO io N rO1i� � ZHU1 208.05LF - ro 15" ro z ro N O � m Q xo� W H N N + � GL ' o_ m a _ � - _ 15" HDP� � 8 96% Iri ao rn z Z 0 o o I o�rn pN� + I o r�io �� wOH z�cn z - 0 o tO a z - LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only � .. in F N � o. O � ci d°, E L O ci O U w C � � .N N � y U > o Z' 16 U _ l0 F C7 N rn C N � O to Y j c0 O- w X � a O N X � j c2 � CI V �� r rn l0 oa o u W � N y � z ❑ C a � _ � _ m CO C O. -O 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cis) (cis) (ft/ ft) (ft/ ft) (ft/ ft) (ft) (ft) (cfs) (cis) (ft) (ft) (ft) D3 DI-3B 10 0.42 0.84 0.35 6.5 2.30 - 2.296 0.013 0.035 0.037 0.21 0.50 0.42 5.82 0.35 4.0 1.41 - 1.413 0.013 0.16 0.50 0.31 4.20 A5a* DI-3B 6 0.41 0.85 0.35 6.5 2.27 - 2.268 0.013 0.054 0.025 0.080 0.22 0.50 0.44 4.38 0.35 4.0 1.40 - 1.396 0.013 0.16 0.50 0.32 1.99 E1 DI-3B 6 0.49 0.82 0.40 6.5 2.59 - 2.592 0.013 0.0247 0.037 0.080 0.24 0.50 0.48 4.16 0.40 4.0 1.60 - 1.595 0.013 0.17 0.50 0.35 2.36 B2 DI-3B 12 0.26 0.70 0.19 6.5 1.21 - 1.205 0.013 0.089 0.020 0.080 2.42 0.17 100% 1.21 0.00 0.19 4.0 0.74 - 0.742 0.013 1.75 0.14 100% 0.74 0.00 B1 DI-36 6 0.05 0.77 0.04 6.5 0.25 - 0.246 0.013 0.089 0.020 0.080 1.16 0.09 100% 0.25 0.00 0.04 4.0 0.15 - 0.151 0.013 0.97 0.08 100% 0.15 0.00 A3a DI-3A 4 0.05 0.73 0.04 6.5 0.24 - 0.237 0.013 0.015 0.015 0.09 0.50 0.17 5.81 0.04 4.0 0.15 - 0.146 0.013 0.06 0.50 0.13 4.21 A6 DI-3B 10 0.29 0.89 0.25 6.5 1.65 - 1.651 0.013 0.027 0.030 0.17 0.50 0.35 5.76 0.25 4.0 1.02 - 1.016 0.013 0.13 0.50 0.25 4.17 A4a DI-3C 12 0.14 0.62 0.09 6.5 0.58 - 0.580 0.013 0.01 0.013 0.06 0.50 0.12 4.91 0.09 4.0 0.36 - 0.357 0.013 0.05 0.50 0.09 3.55 A4 DI-3B 6 0.14 0.65 0.09 6.5 0.60 - 0.602 0.013 0.027 0.045 0.12 0.50 0.25 2.75 0.09 4.0 0.37 - 0.370 0.013 0.09 0.50 0.18 1.99 A3 DI-3C 12 0.49 0.85 0.41 6.5 2.69 - 2.686 0.013 0.02 0.020 0.18 0.50 0.35 8.86 0.41 4.0 1.65 - 1.653 0.013 0.13 0.50 0.26 6.41 3 I a B1 B2 In0 00 � I pN N m �� N _ o Wow z�vl wo z� a of M M � - 15" HOPE � N rom 0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4+ � H Z > Z > cD 70 - Z Z � >z M Z Z_ z a 0 5 0 ' o 0 � 5 1 W 44. 0 M M 5 O 0 From Point To Point Catch A (ac) Runoff Coef Inc AC Accurn AC Tot TIC (min} Tot In1{l0yr) {inJhr) Tat Flow{l0yr){cfs} Up Inv El Din Inv El Pipe Len {it} Inv 5 % Pipe Dim (in} Pipe Cap {cfsj Velocity (ftIs} Flow time Inc [min} 1 2 3 4 5 6 T 8 9 10 11 12 13 14 15 16 17 F2 F1 37.75 339.80 338.70 73.11 1.50°% 2.5 54 12.0 D.10 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.D0 406.73 115.66 3.69% 1.25 14 8.6 D.22 A5a A5 1.08 0.82 0.89 0.89 5.Q0 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 D.75 B2 B1 026 0.70 O.i9 0.19 5.00 7.10 1.32 392.40 392.23 25.5 0.65'S'a 1.25 6 3.8 0.11 B1 A3a 0.05 D.77 0.04 0.22 5.40 7.10 1.59 392.03 389.45 117.58 2.20% 1.25 11 6.1 0.32 A3a A3 D.OS 0.73 0.04 0.66 5.00 7.10 4.68 389.25 387.69 240.12 0.6596 1.25 6 5.1 D.78 Afi A5 0.29 0.89 025 0.25 5.00 7.10 1.80 402-04 399.62 ZO.17 12.00% 1.25 24 11.6 0 03 AS A4 1.14 5.Q0 7.10 8.10 399.42 393.95 66.18 8.27°/0 1.25 20 15.5 O.D7 A4a A4 G.14 0.62 0 09 0.19 5.00 7.10 1.35 395.77 393.95 75.22 2.42% 1.25 11 6.0 D.21 A4 A3 014 0-65 0.09 1.42 5.00 7.10 10.10 389-95 387.69 28.24 8.00% 1.25 20 16.2 0.03 A3 A2 0.49 0.85 0.41 2.49 5.00 7.10 17.71 384.69 380.78 64.13 6.0996 1.5 28 16.8 0.06 A2 Al 2.49 5.00 7.10 17.71 376.78 375.00 59.48 3.40°Io 1.5 20 12.6 0.08 CG-9A C ENTRANCE EXPANSION JOINT 5 EXISTING OR %z WIDTH OF ENTRANCE PROPOSED SIDEWALK � / / %"• �r %.��/• /�/� ��i/ / EXPANSION JOINT FLOW LINE w , 6' 0" ENTRANCE WIDTH 0 0 z DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM IT ISOMETRIC VIEW EDGE OF PAVEMENT HALF C - PLAN WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 5'- O" TO MATCH THE MOUNTABLE CURB CONFIGURATION. HaAACEI�If O% TO DX CHI PARABOLIC CURVE TER 8' 1. FACE OF A - ----- 1 zs CURB t.Lp 6 M• ... to STg4 b`•q, e�e�sde b 4• • a CLASS A3 OLE.S.) CONIC. 12X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS4a4Te e414 SLOPE r12X MAX• 6" AGGR. BASE TYPE I SIZE 21B zz: 3% MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND BX MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS e � 10, FOR SIDEWALK, CURB AND GUTTER - BUILT CONCURRENTLY. © FOR INITIAL CURB AND GUTTER ONLY. ® FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED. SECTION C-C AN ACCESS ® WIDTH A MAXIMUM MINIMUMX ISERE� RARER CROSS SLOPE. ® FOR CURB AND GUTTER ONLY - MITER INITIAL SIDEWALK. ® FOR CURB AND SIDEWALK ONLY - WITHOUT CUTTER. A INDICATES POINT OF GRADE CHANGE. XVDQF STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPECIFICATION REFERENCE ROAD AM BRIDGE STANDARDS I (FOR USE ACROSS SIDEWALK) VIRGINIA DEPARTMENT OF TRANSPORTATION 50z SHEET , OF , I REVISION DATE 203.01 S I 415 BARS a 6" C-C TYP. *85B• BAS C-C TYP. A: A U:' rT B :I I I I I 30' DIAMETER L •• '' TTTT .. I .•� - PLAN SIZE WALLCTHHIICKNESS VVARIES PLAN e LASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A SECTION B-B NDTES' 1. THE STANDARD SAFETY SLAB (SL-O IS TO BE USED ONLY WHEN SPECIFIED N THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPACING OF ADJACENT SAE�1' SLABS SHALL BE III TO IT WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SI IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. _ 6 5 BARS 6 5' C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE M (4000 PSI). REINFORCING ;►{! STEEL TO BE INACCORDANCE WITH ASHTO M31. :;'. r... �;. 5• ACCESS TH IS LESS TH,Nw3V' INGTHE ACCESS OPENING MAY BE 30" �SHPIL BE RECTARANGULAR (STRRUCTURE WIR OR 3D" SUE. WHEN SRUCTURE DTH BY 30' LONG). TYPICAL PRECAST UNIT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE ROAD AND BBRID�S STANDARDS MANHOLES AND JUNCTION BOXES DF REVSq I DATE SHEET , , VIRGINIA DEPARTMENT OF TRNSPORTATION 302 108.14 05 DOWELS, 8" LONG A AT 12" C-C `j 5' MIN 12:1 MAX m Y� B � r A MA%ih 1 B -TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20:1II 4B: FZ MIN.+ SECTION A -A PERMISSIBLE 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 a" cuRe 6" cuRB 0 4 6 1 5 7 2 5 B 3 6 9 4 8 12 5 10 15 fi 14 5 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. Y d V) V) fN & 4 U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG�12 15-1 Lim NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. SHAPE TO ELEVATION 2. CONCRETE TO BE CLASS A7 F CAST IN PLACE, w Ali or M aoso P51 IF PRECAST. LARGEST PN'E.a 3. COMBINATION CURS 6 CRITTER NAVNG A RIDAS OF WO FEET OR LESS (ALOND FACE OF GIRD SHAD. TO BE PAD FOR AS RADUL COMBINATION GNU 6 CONTOUSHAPE I GUTTER. OFF PIPER I 4.FOR USE WITH STABL® OPEN -GRADED DRAINAGE LAYFA. THE BOTTOM OF THE CURB AND CUFIER BE CONSTRUCTED PARALLEL TO THE SLO SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CISTEWA FOR THE USE OF IS �6DESIGN SPEW AS SHOWN N MPEIgXXCLASSIFICATION .. •. •.. ".,--2' R OF THE VDOT ROAD DESIGN MANUAL. 9 v_ SLOPE DURET p�AEN TO NVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS r/r'\ WARING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH \� THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED WHERE INVERT O PIPE S ABOVE INVERT OF 1 SLOPE TO DRAIN 7�NV� OF STTRUC FOR j MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AT OR // CLASS C EXCEPT THAT 259 OF COARSE AGGREGATE MAY BE LIP TO ,IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, A '11j^('I^.'• BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE KE I SHALL BE LEFT SMOOTH BY MEANS OF HAD TROWELLING. NONE I ? OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. " . . PETALS OF INVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH IT THE OR CROP INLET IS D U SHARED - NNFIGURTI TO BEST FIT TIE PARTICULAR INLET AND OUTLET CONFIGURATION MAD FLOW LIES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING SPECIFICATION NIE SHEET, OF, REVISION DATE MANHOLE & INLET INVERTS 30z 10g,pg VIRGINIA DEPARTMENT SP TRANSPORTATION PB' NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL - GROUND LINE x - -GROUND LINE x GROUND LINE x �I r ffrfrr r� r - - frrr rif I EARTH - rrrr rrr -II C ROCK OR r EARTH c c UNYIELDING o n ry SOIL o o SEEKING - __ a MATERIAL I �: - - a MN.1/10 D X D X BEDDING MIN. 1/1O 0 X D X BEDDING MIN. 1/q D _ MATERIAL MATERIAL X D X VIPER 1' OF H .8", MAX.24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1.5 x D MN. 1.S z D MIN. 1.5 x D MIN. 1.5 x D MN 1.5 x D MIN. 1.5 x D �MIN. � TOP OF ILL TOP OF FILL TOP OF FILL x o Frr+y4v rrryn //rrrri 1 1.,1,.. _ /rrrrrf/rrrrr rrrri/rrrrrrri = //r/rrr//r/// //rrr//rrrr/f _ 1{,• //ffff. /iiiir •. _ •11.1 •{1 {H.'~.1 1 i, t r/r (frr 1�:,:{{'•' rrrrr fr// , ry � '}:'!:• L'fi,.'.. � - - /////////rr /rrirriiiir =' :�+• r ;Y .:i::•: }: GROUND _ {rrr', rr rr {•~1•ti•:S�• . { tip:{? GROUND •.{ - r/rrr/r/ff //rrrr/rrr o _ LINE = rrfrrffrr a rAir////f _ GROUND +}+}:+:ice• C - < EARTH )J � ROCK OR MIN. "M 0 - UNYIELDING / MIN. 1/11 D X D % BEDDING / p8q - - SOIL u MIN. 1/10D MATERIAL p>'OF q % D % n BEDDING BEDDING MATERIALEARTH MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBARKMENT SECT ON 302 OF THE ROAD AND BRIDGE ® NOTES: SPECIFICATIONS - CLASS REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERA NOTES ON PIPE BEDDING. CLASS I BACITILL MATERIAL N ACCORDANCE SEE INSTALLATION OF PPE CULVERTS WITH SECTION 302 OF THE ROAD ARID BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. µID STORM SEWERS GENERA NOTES SPECIFICATIONS. ON SHEET 107.00. FOR PLASTIC PIPE ' ® FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL r IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE OVER PIPE AMID fi" REGULAR 6" MINIMUM CLASS I BACIB MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN ACIFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECFICATIONS. `VD= A COPY OF THE URIGIN& 51111 1. SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AN BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF a REVISION DATE 0]/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 10] Ot 4" [7p RADIUS Ale. - a M1 .. a sURFI Wl MIN 'A :G .'A MAX. . AL.G a.G BASE SEE N07E 4 .a' .-A a 'A . .a •e . a RP'-x R T 6" SURFACE BASE SUBBASE NOTES 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 400U0(R0 PSI IF PRECAST, 3 FACE OFVCURB) WILLLLG A IUS OF 300 BE PM FOR AS RADIALS CURBING 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) N ORDER THAT 7FE BOTTO OF CURB {FILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE S" AS SHOWN. NO ADJUSTMENT N THE PRICE BD IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADy/AYS MEETING TIE REQUIREMENTS FOR CG-6 AS SHIO�N IN APPENDIX A OF THE VDOT ROAD E MANUAL. D - C D • p__ A --D --� 6" I 2'-0' TARS AREA MAY BE CONCRETE AT THE OPTION OF THE COMPACTOR COMBINATION 6" CURB & GUTTER 502 VIRGINIA DFPARTIAM OF TRANSPORTATION WP-2 THE BOTTOM OF THE CLM AND GUTTER MAY BE COSTIHDTFD PARALEL TO TIE SLOPE OF SISNSE CLOSES PROVIDED A MNMW DEPTH OF 7" S MAINTAINED. 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 ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER PLUG END OF SERVICE LATERAL MAIN LINEe45'V0'OC- INTION LAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21A BASESTONE 'OMPACTED SUBGRADE 1 )PAVEMENT SECTION C12 Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. ... .'::':: WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED III III III III III O �COMPAC EID SUBGRADE IA TO BE FIELD VERIFIED 2 �DUMPSTER PAD DETAIL C12 Not To Scale TAG( COAT THE PROPOSED CONSTRUCTION JOINT 1 EXISTING ASPHALT LAYERS EDGE OF EXISING PAVEMENT (AS DETERMINED IN FELD) PROPOSED ASPHALT LAYERS I ------- EXISTING SUBBASE I PROPOSED SUBBASE IF COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM I'/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X 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 AM 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 NHIM(UM DEPTH OF 1 I/z INCHES AM 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. 8. 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(0) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(9) OF THE SPECIFICATIONS. ROAD NO BRIDGE TANDA,RDS ASPHALT PAVEMENT WIDENING SPECIFICATION SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 4M4227-5140 ChanOKesville, VA 22902 shimp-engineenng.wm L 31 �IbrZ� MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB1 03) 2020.08.10 [ARB] FILE NO. SITE DETAILS 19.078 MFOEM CG-12 DETECTABLE WARNING SURFACE WE(FDAl w5 TYPE B (PARALLEL) APPLICATION REV. 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 WECi1CATAM " STANDARD 6" CURB 50202 VIRGINIA DEPARTMENT OF TRANSPORTATION BEV_9/06 2GI901 C12 � 375 1S 2 5. RESERVED- 2D PA4.25RKING- 2D 1 18 4' 3A75��' 16 W1r• 75 2.5 R12 R7.8 NO PARKING LEGEND — GREEN (RETROREFL). WHITE SYMBOL ON BLUE(RETROREFL) BACKGROUND — WHITE (RETROREFL) 'Reduce spacing 50%. "See page 6-31. * "See page 6-2 for arrow design. SEE SHEET 3 OF 3 FOR IF3m—A BEARING PLATE DETAILS 4 SPN - SEE NOTE 6 C IJ l E V N IE B ACCE�yp7IL/�SARI- I N E VAN ACCESSIBLE R7-8a vM ACCFSSNIIE R7.80 VAN ACLESSABIE II� PANOMGAPPUGTDN DIRECTIONAL APPLCATDN COLORS LEGEND -GREEN (RE1Re1EFlECTNE1011 MACR COLORS LEGEND -WHNE (RETRpLERECENEI BACRWAM-WWR ( TNE) BACKGROUND -BLUE IRETROREFLECUK) A R C D E F G H J R L 17 B 375 4.T8 15 I5D 5 10 IA71 3ffiB 1.5 IB g J75 438 225 2D 1 15D 24M1 5.784 15 C (TYPE I ) TWO SECTIONS OF W-BEAM RUN ON ONE SET INSIDE THE OTHER D LEA IA EXP. ANCHOR PLAN BOLT 6" LONG 55// DIAL EXP. ANCHOR (FOR STANDARD GR-FOA-6 B ET 6" LONG WITH TYPE II RUN-OFF DETAILS, WASHER SEE SHEET 3 OF 3.) 6- 5li rialB I 6 Y J�REER TOT STANDARDQII 4T U 4 O'FI I`'%I I I I II vII — I I I I I L L LJ LJ 4 5 fi THREE Y.' DIA EXP. I I I I 3 ANCHOR BOLT 6" LONG 9 WITH WASHERS. 1 2 ELEVATION NEW BRIDGES - ATTACHMENTS ONE WAY TRAFFIC - RUN-ON, 2-GR-FOA-1, TYPE I - RUN-OFF, 2-GR-FOA-1, TYPE II TWO WAY TRAFFIC - RUN-ON, 4-GR-FOA-1, TYPE I EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. TWO SECTIONS OF W-BEAM n ONE SET INSIDE THE OTHER. II L1 e' MAX. ------ r e' III —# �. NAx. B'-D• /. � STEEL ROD (�eN00TH 1'' STARDIAD PPE. I 4yx III O.D. STANDARD PIPE FOR ROILS T III PO ramt He O.D. EXTRA STRONG PPE FOR POSTS Z2 All t2'-3' WUM. III O.C. (TYP.)ARE&r ATFEA21 �TTOM AAA IER Ll Ell CONCRETE MORTAR RUBBLE CONCRETEDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRAILS SIVLL BE oRa1N1E0 AND EFFECTIVELY BnDED. GROUNDING LWTERW.S NBTALLATION TO BE N ACCORDANCE MATH ST'D.FE-6. FOR ALL DETAILS 44S NOT SHOWN SEE STY. FE-CL, STMDATdI FE-CL SP3 ODE P03T LIB POST i - LINE JA SP10DO PO P LI( MOUND ALL POST �i ELECTRODE 4" CID P4 0.D. METAL SLEEVES TTO BE CENTERED IN TOP OF ';ALL yy k I'll,! '! f '(� END OF RETARNG WALL WNTRAGTION JOINT X ALTERNATE INSTALLATION ON WALLS * ! ! F 'y l JoIf Jf {? 1• F .a F TpHSESHMPOLRI�y�L IS TOANBE USEAp pOI��Ty'( AS[ATPR TECTION FOR PEOESTgAIpNyYS MO SIK)ULD N(IPICT� FOR VENQILMY PR�OTECROryIN003m�l GUMDItMLBSHouLDTOBE USEOEnICULM By MINMUM CONTACT WITH SOIL H,,WWDRAL TO BE JJytN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEIVDE BUILD NG CODE. STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING Rev.7104 SO4 VIRGINIA, DEPARTMENT OF TRMSRORTATDN BmDe GR-FOA-1 MINA SPACES GR-2 OR TERMINAL END TREATMENT NOTES: 1. FIXED OBJECTS MAYCONSIST NIF BRID GE RAILS, ABUTMENTS, PIERS, RETAINING WALLS, OR OTHER FLAT SURFACED STRUCTURES WITH VERTICAL FACE. 2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS MUST BE OF ADEQUATE STRENGTH TO ACCEPT FULL IMPACT LOADING. 3. GUARDRAIL COMPONENTS SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS. 4. POSTS 1, 2, 3, 4, AND 5 REQUIRE AN ADD- ITIONAL HOLE TO ATTACH BLOCKS Al RUBRAl RUBRAIL IS NOT BOLTED TO POSTS 2 AND 4. 5. BOTTOM WOOD BLOCKS LOCATED ON POSTS 1 THROUGH 4 ARE CENTER DRILLED AND SECURED WITH % GUARDRAIL BOLTS (LENGTH AS REQUIRED). 6. APPROPRIATE LENGTH T%" DIAMETER ASTM A449 HEX BOLTS WITH WASHERS MUST BE KED WITH THRU DRILLED HOLES AND A ' BEARING PLATE ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 7. DRIVE NAIL WITHIN 2" OF THE TOP OR OTTOM OF THE BLOCKOUT AFTER LJ " X 18 BOLT IS INSTALLED. 9 8. SEE SHEET 3 OF 3 FOR RUBRAIL BLOCKOUT DETAILS. BRIDGE TERMINAL OTHER FLAT STRUCTURE n10 (V N � � °•'0• • 6 so x GALV. STEEL 10D n ry A •� -• COMMON NAIL. 'e NOTE 8. o b•� + m 5s,/(SEE DRAIL SEE NOTE 6 -L BOLTU& SEE NOTES 4 & 5. N�a _� • m J L SECTION C C SECTION A -A ITEM MATERIAL/SPECIFICATIONS/NOTES X 18" LONG GUARDRAIL BOLT AND CESSED NUT O STANDARD 6" x B" WOOD POST AND BLOCK O3 STANDARD W-BEAM TERMINAL CONNECTOR O STANDARD W-BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR-HDW) ORECTANGULAR PLATE WASHER (SEE ST'D. GR HDW) OBENT PLATE RUBRAIL (SEE SHEET 3 OF 3) OC6 X 8.2 RUBRAIL (SEE SHEET 3 OF 3) X 8" X T-6'LONG WOOD POST & O8" g 8" X 8" X 14' LONG TREATED PINE BLOCK OR RECYCLED MATERIAL 10 WASHER FOR %" BOLT SECTION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. "�VDOT REFERENCE W-BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AND BRIDGE STMIDARDS 505 FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS) REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 01/14 501.25 R1 FO I C I T. M. 78-6 l LOT 7 .65 ACR S LOW 130 RI MON LLC D.B 527 —714 D.B. 01— 54 PLAT mow 17 EX. EX. FENCE POST` SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. SLEEVE-ITTM 1224R LID Tl(�Z2'0 CAP UNIT EVE-ITTM 1224R FRONT X 24')DEEP CUT THE GEOGRID SLEEVE AROUNDTHE HALF FILL SLEEVE WITH SLEEVE-ITTM SYSTEM REAR CONCRETE, SET AS NECESSARY SLEEVE HALF FENCE POST. — X SRW UNIT STRUTS COMPACT TO 95% MDD REINFORCED PER ASTM DOES. BACKFILLZONE J CANTILEVER BASE VERTICAL GEOGRID LEG 'FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-ITTM 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 8-FT, PRIVACY -UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4'X4' MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITTM 1224R N.T.S. ASSEMBLY & INSTALLATION 1. DBMmi The Sleewl past foundation system shall be parch ed and in WE by the resomirg wall Contractor W ImportarR Nob: BeclSll soil as prescribnd by entering Well manufacturer. Bec ifill materiel above and surrounding Me facilibb future fence post installet'lon. Contractor shall verify, proper spacing requirements priorfo instillation. Slessal system must be mmpa fix! to a minimum of 95%of tie materiels maximum dry deneoy ws daEenniratl by ASTM 2. Assembly 8 installation- Refer fo instructors proyeWd!with units fair specific intimation related to to assembly ate D-M(Standard Practar). Backfill and compaction within Areafeat of Me wall faro should be Performed wild hand opbdeted Sleeve-ItTM Wm and Me correct installation procedure. When the segmental retaining"it No been mnstrumd W na equipment as recommended by the National Concrete Masonry Ass Mm(NCMA) SRW guidelines. Care should be taken feet from top not including the cewlone: during Me fist 68' lift fo wand affecting the integrity of Me struts extending back into the beclNll aorta. Step 1: Prepare a level area approximately 24' wide x 36"deep behind the wal I face. The pm"e area should be 2V Repeat Above Slaps far rlezl Bilateral unit. below the proposed top of wall (not including the cap stone). Stop 2: Take the tiro sleeve halos, one front (no slot) and one back (with slot) and lay them on a level surface with Me IN When instilling fencing, posh most be concreted into the Sleeve-Itw all (smooth fingers) and the OUT (mired finger) apposite each other. Informal the N.n sleeve halves by pushing the IN Fence pods shall extend a minimum distance or 18' into the blbovb to ensure proper brtgegbnnbrd with Me Sleevall"' finger sets Under the OUT finger seta. Flip Me sleeve over and follow the same procedure on to other aide. Stand Me unit system. Al pasty most be on McOnbeand' side of the vermal portion of the rantlear base. DO not install posts between vertically and use Me two plastic ties W severe the sleeve halves into a cylindrical unit. ver mal leg and wall bce. Fill many completely with mnerethe When mnemW cures, topsoil m oMersurficWl cover maybe Step 3: Place Me Pleased mated canilever base on Me pr and area with the adical upright abaft 8• from to tall am. placed over Me Sleeve-ItTM system W abate final, Andmed superdense. block. Step 4: Slide Me sleeve over Me vertical IN (Me crosWtl portion) with Me slotted side of the sleeve facing awry from to The Sleeval product shell be evenly spaced no fabler aped than 10 feet on center in any case. Use of the Sleevei wall Woe, system is trailed to the following fencing applications: hoss Step 5: Slip the unmated and of each strut through Me slob located in Me bad, of the sleaa end conned them b da -6-foot high ant under chain force - 61-forit high ant under wnndkneewith with mards Wpnvst transverse bar on the vemml leg imide Me shares. Connect the mated ends of the strut fo ea mated base - 6-foot Mint end under belluNredetl PVC, steel, aluminum or wrought iron brnxs. stbetweenumor portion of Me steel cantilever on de second transverse bar from the rear of the base- For alder fencing systems specifically not meeting these raters, contact StdeW Byelbme Inc., W tleWmuirs neededbysuim auibbilily.t(80o)69e-ASD or emailslrata�geopridcom Stop 6: Reposition the snore sir it using the fortransverse ben of Mesof asses the blcMio accounted cantilever inside Me sleeve rider assembly. Make sure the wall batter far any remaining courses of bled, is ammntetl for when stimi the Slewe-I,TM in iWfinel locefion. I i compliance po ng ALL melena may be subject M site testing formmp once W the shwa specifications. Step 7: Place enough WV clean stone around Me system fo Stabilize o. Be Me lid in place won Me handle perpendimor fopthe wpacingUse Menena le contor that the neM slewe-ITTM is placed will the FOR MORE INFORMATION CONTACT: saSMe dbythhname speciigtiidefoenaure proper spacing requirement directed by ea fence specifications . STRATA SYSTEMS INC., ������ Step 8: When installing geogrid around Me Sleencei system, slit the geogrid Perpendicular To the well few just enough b fold around the Worse ensuring Met the grid is properly adached W me wan lace earywnere with the ascam ion of whom 1-800-680-7750 the sieve is. This method is acceptable by geognd manufacturers when obstacles such as terse poorfoundatons are OR present. streta@geogrid.�m DATE: 12/15/2007 SCALE: NETS DWG NO. SLEEVE-ITTM 1224R SECTION �. �. NEW 10' 3WM DES MErvT EX. 31 D ti T.M.78-7 m LOT 8 I k 5.59 ACRES (DOES NOT INCLUDE I I OVERLAPS OR GAPS) / FLOW 1300 RICHMOND LLC / D.B. 5272-714 D.B. 1168-546, D.B. 440-37 PJT/; � � NMH D.B. 229-569 & D.B. 201-454 VLq'T Ex. SAN MH II I EX. ONE STORY & BLOCK #72 BUILDING METAL / BUILDING90 £ + U r Ex. GUARDRAIL _ / ' / _-------- / I _ oN x _ ---- UND O RAIL �ARo NEW 10' 3CESS��,— MESIF—j 1\ - '�v- —X _X —x x �X/�x —x —x —x E%. ROPE FENCE L x x------ X x Su-3% — ------ -- x _ SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East Hugh Street Phone: 43 227-5140 Chadottesvulle, VA 22902 shimp-engineering.mm ' J '^ Ex of I Fz. ,OcaacS \� ,y I MAJOR SITE PLAN AMENDMENT �p ALBEMARLE COUNTY, VIRGINIA ;�� 1300 RICHMOND % ROAD - FLOW rf�---- I AUTOMOTIVE -,; I I SUBMISSION: \ 2020.02.21 REVISION: 01) 2020.06.15 02) 2020.06.22 [ARB1 I� ooil DI "' M"'-3° \ 03) 2020.08.10 [ARB] --- D I NEW 10' SWAP A ES .• - C EAS ENT - TOP SIGN 0 I I' 'QEO 4 O j X DI i ( ","4-1LC-� _ ... FILE NO. L =�i ryw3 19.078 IIIH-jjIIIII1 SITE DETAILS 1 NAIL J- FBdAf� 4 p SET (POINT = p OF BEGINNING) ee - -40 1 TRUCK CIRCULATION ARCS VEHICLES TO USE CENTRAL ENTRANCE THROUGH SITE TO PUSEG CORNER WAY F C13 SCALE: 1"=50' SHEET C13 OF 13 C13