Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202000018 Plan - Revision 2020-10-23
LEGEND EXISTING NEW 10 10 311.5 x 311.5 TC x x' 311.5 TW x x' 311.5 BW x x'- x -1-,- -0- O cu ucu 0 S S W W - O 0 0 0 CAS 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 MAJOR SITE PLAN AMENDMENT 1300 RICHMOND ROAD -FLOW AUTOMOTIVE OWNER/DEVELOPER Owner: Flow 1300 Richmond LLC 500 W 5th St, 18th Floor Winston-Salem, NC 27101 bthomas@flowauto.com ZONING HC - Highway Commercial Entrance Corridor 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. (01/0712020), updated (0311612020) 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 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: 9 (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 it Maximum Proposed: 35 it 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 53,263 SF 9.2% Pavement 230,542 SF 39.8% Sidewalk 4,550 SF 0.8% Undeveloped 290,945 SF 50.2% Total= 579,250 SF (13.30 ac.) PARKING SCHEDULE Automobile service station and truck repair shop: one space per each employee plus two spaces per each service stall. 41 service stalls provided, 2 employees per stall 164 parking spaces required 181 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: 225 PARKING SPACES, 4 LOADING SPACES (INCLUDES 8 VAN ACCESSIBLE HC SPACES) ITE Trip Generation Trip Generation Manual, 10th Edition AM PM Use Description ITE lQty in out Total in out Total Automobile Sales (New 840 41Service Bays 52 45 97 61 69 130 Total 52 45 97 61 69 130 Trip Generation reflects AM and PM peak hour traffic. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site 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 A117.1-09. 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 Phn.: 434-227-5140 ChatloOeswile, VA 22902 shim"ngineenng.wm O� �•pci O I � U S IMP a Li.4 183 , al Iol2aaw �4 \ FssjONg1- EN: +0..+ MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. COVER SHEET C1 OF 13 19.078 C1 _ THIS PROPERTY CORNER IS APPROXIMATE ONLY. g PLATS OF RECORD SHOW THE PROPERTY LINE ;k' �" TO FOLLOW THE STREAM. HOWEVER, NOTES ON ry" o N SURVEYS OF THE ADJACENT PROPERTY STATE r' THAT THE STREAM WAS RELOCATED AT THIS y� CORNER BY VA. DEPT. OF HWYS. NO - - _S n' EVIDENCE A�M1 W OF THE ORIGINAL STREAM LOCATION EXISTS. �. p THE CORNER PROPERTY LINE SHOWN HERE ON ---... \' \ yd n` IS TO THE CENTER OF THE EXISTING STREAM. / T.M. 78-88 _ •`' T.M. 78-58K i WILTON, LLC \ .$ m" JAM S A., JR. & PEGGY W. DETTOR 7 D.B. 1130-125 - \ " Kr2 v;''`v w# D.B. 3713-419 D.B. 1198-307 & 308 PLAT -. pm D.B. 2700-317 PLAT ZONED: R1C y D.B. 391-296 PLAT �'• -_ o O.B. 201-455 PLAT - --. i'� V T v` vvv �R�C/ �\ v•• rvo ZONED: R1 PROPERTY LINE IS SHOWN AS _ THE STREAM ON PLATS R .B. 201-454 & ��� .,\\\\\\��\ \\Cp(✓RST/P\�,q \-.•._. ry A� �' �. �m GAP RECORDED & 308. - % �� S.038 ACRE /y "3 \ \\ \ \ F N F \,-_\ ..._..... m'0 RPry ' yry y^rR' �� OVERLAP y I T.M. 78-5\\\\ \\ `\ \ `\\ \\\ \ \\ "�\ \ ` `� \ _ - ..E�'•.. , u Opm�EAM�aw�sc nop OVERLAP \ - f PAN TOPS CORNET:. v \ \ \. \ ..._. _ _.. _... ..._..._.. _..._. _...- - - - _ I �- \ + \ \ - _ - - .... GAP ,•A„ LG. \\\\ \ \ _ ,/ \\" = s..- - - / - L2 ..�... L3., krflIFlEO2� L4 X `\\ - /I D.B. 4358-684, A II v vv v `y vy v\ vv v y v v - v _ - - .. ,usnN SH(MP, P. s "g" C).-OD8 CRE 688 PLAT \ \ \ \ \\ \ \ 1 1 X, \\ _ -. _ 0.002 ZONED: HC vv A vvv.`1vv v vv- I v - \ A v A o� FwcE` 6 - -- 0.008 ACRE / veoer FDumn � I I I I v\\ ��- - COMPANY OF VIRGI E FOC NIA ASa"T (DB i " APH GOM _ r DAM BREAK INUNDATION \ \`.; \\��\ \�\\' - c�MERICN RUNE AND rEGRee6.e3)= --/ 9 I ZONE (STATE) \ .\` 1 `� <, c. - __-�_ ', _ - Dy r wEN Deno 4o ON Plnr _-xo- °" 3X al \\ 15 IRONNa FOUND \\ [�AM BREAK eouN \ _ Lrz ` �. ,ryN��� s�ppyy (� _ - - - APPROXIMATE AMERI�µ // }>C'ORDE ` k \\\ MONUMENT IIVlT1V\ATOM ATION OF iELEnryONE a / D I • \ ZONE (STATE) 100 YR FLO DPLA-- 2o'sa NDrE� PHco�/ ��\` `.I. nz Md _ 3jG-_����\�` _ Da. 1549-59s \�'' 'FFF.F,�,}° -_ seo_a Ny � \�\ \ \ \\\\ _ --- \ i ) r+^ E.� _ �a) RGINI U, 35D A _ -3d0 T - - -E - -� `340 - / - EX RIP RAP-. \ l \ PRESERVED SLOPES ` ~ \ \ \ `; ` _ _ _�_ - - - _ - - ; _ :PRESER'VED� SLOPES ------------- PON \ _ FOUND _ _ \\\ - n - LIMITS OF AMENDMENT °OOP1.414-1 350- - Jqq "I� _ I5�CMP V _ / _ / ,_ - v ` ` IRON I �/ V vV A\� �`��\ A�Av VA �\ � ' Ex. DI _ 'V A A a' FOUND AND GRADING EASEMENTA\vvv .0\`\ V - _ I� - - - - - - EK DI 20' PRIVAT```yyy`y`y`y��/��/" V / r (D.B. 4553-4)}) `\ `\ `\ \\ \ \\ ^ ` G\ \ \ ` \\ -$0-- - - - - -DRAINAGE EAG� (01(3 1 \ \ / 3 _ _ _ - _ ' y/ / _ >' i - _ _ _ \ _ \�> M,,7 .M.78- T) `,� "' _ _ _ -_ - _ - A / M 360� , \ 361 2FR�219 / t -w � __- .59 ACRES (DOES NOT INCLUDE` \\ \\ � '///- -_ _ - - - �- -';_-, -',%------`` _� -_ 5 h V/d • 11 a 'XI J I �. I,Iea,\� COUNTY OF AL.BEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902 45% (804) 296-5823 April 22, 1994 Gloeckner & Osborne, Inc ATTN: Brian Smith 710 East High St Charlottesville, VA 22901 RE: SP-94-04 B & B PARTNERSHIP Dear Mr. Smith: The Albemarle County Board of Supervisors, at its meeting on April 14, 1994, approved the above -noted request to permit outdoor storage and display of vehicles within the Entrance Corridor Overlay District. Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; 2. Development shall be in general accord with site plan titled Brady -Bushey Ford dated November 5, 1993 revised February 10, 1994; 3. Administrative approval of the site plan for this use. Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further information, please call Babette Thorpe at 296-5975. If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. T.M. 78-5A Sincerely, PANTOPS CORNER, LC D.B. 4358-684, � 688 PLAT ZONED: HC V. Wayne C imberg Director f Planning & C unity Development VWc/jcw cc: Amelia McCulley Jo Higgins B & B Partnership \ I I 1 \ 1 \ I I \ 1 \ \ 1 ; I I , 1 I t I \ 1 Z _ 47;.�41. -OVERLAPS-OR_GAPS) //' - % \`g -0 512-7 -71 -370 FLOW 1300 RIOHMOND L1 /i / / %/ _ \ � 5' PLAT\' \ \ 37o � / / �- I--D-.$. 5272-714 - - `4407 PLA _ - \ \ \ - - --- - ------ ---- - - - - - AA i ---_ ----- r l \\\ \ _ r I P / \ •, -3so- -- _ -.--- ■ �s . sAN MB ---- I \ ll,.' ' / /' - - ----------- l r r \ D B 1168 546 D B 569 & D.B.DB2 L / '- MI, - - A/ -' ' ' --- ---- --- MAI�AGD\ SLOPES \ / i /K„�)( Nr-)F�-Yr-Yf-Xr-%�� - r •\ `` --_ n - -3�0� ` _ \I `_' r /� '////'/� '/ ' - --` I I 1 \ \\ \\ \ _ - ( / __ _ II1II &B BLOCK BRY METAL I- ES ONE L0�1290 ILDI -- - _ rJ I /\ y/ / / , / / / /f / �-_ - 412 _------ - ----- - _- - -- - -_--_ - - - - - - - - - m / r - r - - - _-a12- _ _ -- � _, I l lilt/\\� sr_r>d ' , /' �`y`� m /� /------ ` -- - - --- 402 - _�� _ _ i 1 1 _ MORAIL ----- _ - _ _ _ ll' '` l l/� ; �'; IA.. \. \. `_ \ �- _ -- _ _ ---------------------------------- $ n era \\ \\ \-,I Irl 11l/'` --- --__- - ___---_ - - m {/ /rye f. : / �$_g _./. l _-'-------------- - - - - -- - -- € - r ..;=-=-y =' .~ Y �l i i ///T /I 01)' J�RS,., LC / __-__ - \ ___ __ _- `_ - _ -�'� ��_,// '0� Ey„ oyntortuL_ _ _ ANAc�D / r r I l r e l PDI1 I �rE P-71 _. �-._�\i., ]_4: I e 1 \ - SLOPES_------ - _ ,, / \ 1 I V -- ' / I tIH.I c 67-Lpn-THiR Ex. Mlt. hh-R_-__ _ 1 I I 1 J 1 1 l� - ---- ./ / I I, I r I Y II` r41D� Ex. M,I mo_ OL/, \ 11 / ��--_ _ c �. =yF'- _ x`s.,- -�T0 _==_ - - /'�` „/,'��' i i.�.Il I R h $ X -P __ti ago--- __ �i/ // 11 r I1 3 -701, /may I I r I L _----- - --- I \ z--. - _ - -_� -_ - - // l 17,Oal iFIIIL1 707 P AT ✓ -- - --- -- _ - _ -- _ - --------- A -aoa- x 1= DZHr--�i7b�D:l''fiS� rrrl��� (�� I / EX. ONE STORY STUCCO j l I I - * ' - _ - _ x My I W BASEMENT _ �I L L -_-__ _-_-_--J 111 \ �``-- --_ _ __ • ��-___�� /� - _ _r �T;,� ae l / I i I l /I /_ / ,i v_ --- n�-MBOLLARDS I - °I YBENC wAR' x 1 HEvirm �42 Toa - I _ �. a � a. / EX � Me bP hP bP I � , -,= e' � GA E � -al EE oax�iRE� GA rR E, ----� / EX. ONE STORY S7UCC0 q''-- / �/ )' •� & BLOCK BUILDING '" J I I -- 1 I 1 I \ 1 I !\ 1 / \ I / / I / I Y� r\_ ^"SARI - A\a - A\ •I \ I , I I , / / \ - Jl- / ry h r x Ex DI - Ex 1 /2" EX. 15" •t. Y - -- r---.'___-__ --_- _- 0 < i EE I OA< iR E OAI THE OAK 1R F k C / ' STOP I v v v v v v v v /. - \ P zIrVIE� CN c o oF. \ \ (plNl EA T( Ar ' Ru 5'cGN-.VI L»-----P (P AGM EHauEe bP ° bP �Ex. �; DI / i /' ES U ANAGED SLOPES IT -MLBBB.SBX '.. Wa9'3a 46 ` \ k APPROXIMATE LOCATION OF / / SETN( OINT 1 C MBMEO UTWTY COMBINED UTILITY EASEMENT F vEPCO, CENIEL & ACSA / FOR VEPCO, CENTEL & / Im Im - im - / IN Im -mmmme� Is IN eEGIryNING) (D.E. 1168-546) y' ASCA ' APPRWATERLI LOCATION T 20' , I WATERLINE EASEMENT 1 / (D.B. 1329-145) / I 1 I \ I \ \ \\\ .S. ROUTET,250 RICVMOND ROAD,YJARIABLE _ �v WI D'fH RAW HWY� P.B. XI-200 v ,' `----_ •_-----`\ \I / \ D.B. 11b{8-546 \\ I -----_, vv `\ _-D'6. 229-56) vv Iv `------- _ \1 \ D.P- 229-56A ` LINE HEARING/ DIST4 CE Y 7328E 16.95 L2 S74.5004"E-'' �' 22.AR --t3: /-189'50'19"E ' 4765 L4( I' N89'09'3€'E _--2E.51 �L5- _.554'27'37"E--'-� 21.14 / L6 S451443j.86 .LZ _--960'42'33"E / �-7 7.93 LB N75-32'00> / 162.8)-- L9 S75�3200"E �/ 58.18 Lto N79'30'14'W ,'�--' 46.20 LIT 1\160.42'33"W 12.51 U 2, - S79'30'14'E _ 10,2t /1-13 S87-07'09'��'� --_ 40.46 L14 S6211NH'E 19.35 - L15 i S35'05'12"E -6.74 1_16 / N75'32'00"W ,' 73.82 ' L17 S7532'00" -'' 37.19 L18 S22'35'13�W /--Y3.54-- L19 N6516'50"W / 25.22 'L20`- N35'05'12"W /' 13.75 l / -EX/ & AMENDME,NT /, -----_ , it ,' _--LIM+T IBUFLdM VAT-- w uw rq ' 11 I\ R = 1188.92' \\ T-121.9 C=24253'\ 1 N so 0 -• I I TOIN AND COUNTRY LIN SCQ 1 "=5 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 434-227-5140 Chatlotle onlle, VA 22902 shimp-engineenng.mm v . c J1 Li Li MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. SITE OVERVIEW SHEET C2 OF 13 Rai - `_` - - FLOODPLAI_ _ _ — —— - ----`- - - - R(0 - FOL _ 350 V� CID' — - - ,1 r _350- YR F LOODPLAIN---, IRON SPERM ANENT -CON �TRUCTIOA A \ Gamv v \\ � FOUND V A / AND GRADING EASEMEN% \ \ \ \ \ \ \ a \ \ \ \ J `7 — .— ( - \ \ \ \ 3 ` _ - / — — — — EX. DI i 20' PRIVATE, \ - / V A - / (D.B. 4553-473) \ \ \ \ \ \ \ \ O-360 — 1 \\ \ \ \ \ - j % DRAINAGE 6-21 (D.B. / / \ � �\� \� \ \'\ -------\�!-`i / _\"��,�,..�t361 2i�B'219 LAT)1- v_- - T.M.78-7 — , 360 .��TT, /\ \ \ \ \ \ i ----- �--------------------------- --- \ _ 7. A C R 1 ----- v 5.59 ACRES (DOES NOT INCLU-D-E— -- --- ��!!7��� _ OVERLAPS --OR GAPS)RIC'HMO ,--- \ FLOW 1300 RICHMOND \ p.B. 5�7 �71 \ \ \ 390\ \ \\ \\ \\ \\ \ \ \� 370 \ / / LIDAf3-TOPf?- �-_---D-.B-- 5272-71 `1- % 2�' i \ \ \ —__ ,;'' ,_ --- --, —�— \\ �, D.B. 1168-546, D.'B—440-3-7__P_LA1� \ � \ --- - y _-------- ---- — `' ' rlQ \---- `\ _ ` _ \=\� _\ — `- -- / \ \ I 1 1 E SAN MH G-�L_56J_ CX,_ D.B. L\\ \\ /:,///� i'� - - LEGEND q _ I _` _ I \ � I i � / / � � .- EXISTING PAVEMENT SURD p 390 ` - - - — _ - - - X. SAN MIT _ //i / GRAVEL TO BE REMOVED —_--- �_ a —� T — {1 ✓// , _/%yam-- - - - �1 yPsll l EX. ONE EXISTING PAVEMENT TO —x— _ \ \ RESERVED STORY METAL _ i / `//�// / J ,// �- REMAIN / //--------- _--------_---__--- _\=-SCOPEs_ `- `\ III & BLOCK BUILDING/, JJ/ �/, / �',-- // — _ _ ---_ --- �V _ _ -_ v v Ily f L L - -- --- _ G.4 _-_�_ �,_ \ -� 1111 i11� -- 1 / - Jr/ - - _ _ _ „\ -_ --47 ------ -- - - - / - -- IIIII� - f\ -- - --- / ^ . `-.----- ---'- - �` -� - GtiARDRATL------ - ------ - --_ `O�/ ------- -- _- T-_--40z.----—h—-��1 dr' _ _ 3 _ U I ' \ EX PAVEMENT TBR EX -PAVEMENT TBR� ` - ; y -_-__` ,i � i _� - } - -- - _ _ _ _ - / I _ -� �� 1J T /Cy� pIT - - - ems_ v �. Gam_ DRA -- ---- - ANAGED / 1 fir/ 0-71 , c I \ SLOPES 57 9- -7 , EX.- M I s 1 M- 410o� q SII�o I I -_----111 \ \ OLE -�- x-- x _� =x —R �_- / j i /- E X. M H. I I I I / I I \ \ _ 4 - _ - - - _ ` '��O- J 1 I I h ROPE FLNCE - --- 390 _ i 1 107 A P T EX. GM, I 1 ,4p4- \400— _ _ _ J� / X.I STEPS TBR I `W C 4 `/' / {------- - — �E LIGHT - EX. ONE STORY STUCCO EX GRAVEL TBR___ _ X. MM 1 1 1 W/ BASEMENT -------- J �L _J j EX. R -- - - - --- enRe�sRYy� — —'�- �s y via— -i' i SHIMP ENGINEERING SH V A j�'�Ex. A 1 \ X,A / / / / I 1 / / LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT J �, ( I.IUNIPER \ \ 2 \ ��, `� I ' / I / Design Focused Engineering \/ J �// AV \ SHRUBS v Se A v A Street 9 9 one 40 -- -- -- h Vic\ X., \ TBR \ �� �. O.l\LA DS. / / �'( ' I sit East High St t Ph .43a22T-st — —_ — —\-- — — — — — — — — _ — — — \ bUMPSTER l / I ' 1 Chadotles%iiie, VA M02 shimp-engmeering.mm EX. / BA ERRX_ I I _ SHR BS � -416_- '-__ --__ /o I I I �s v.� I .�.,E -. X. BOLLARDS 1 i TER - D — - -... -_ X - - _._---i �\ X.- I I BSNCMARi4: 1 A I DRY ELEVAT SO =Q2 .Q8 I. E 1 TREE TBR \I U S IMPa Ti I e Lic. .41183 o /o G � �- I SSIONpI, EX. U Ex DI TOP TO -� i 'MH v I EX. LP r EX. SHRUBS X. y 1 E x / I 1 T.M. 785A I � - —._-.- ;-=�� � Ex. � - -- I � 1' LX R"� R" On T'R E OA E 0 LP ----�' JJ I I STOPS CORNER, LC j OAK TRFE ,4i -RED S 0P / _ _ _ MAJOR SITE PLAN AMENDMENT D.B. 4358-684 I T;�/I 7 �' ��'' °��� GN R L D TBR�'/ ALBEMARLE COUNTY VIRGINIA / __- �E X. SAN ' 1300 RICHMOND 688 PLAT I I ��\\ \!LATERAL TB�2 Ex. ONE STORY STUCCO \ ZONED: HC /' , > _Q_ & BLOCK BUILDING ��X. MH1it ROAD - FLOW X. STOP s �_ 5�N —'4;4a SIGN TBR------,�v I IL' / /' AUTOMOTIVE EX. GM / TBR E -0LP x EX. G x -s' -.EX, 15" 2' OA IREI. nAK TEL / / 14PPkXI0'ATE\LOCMIO4,OF�'\ � GA NT�x9L LEPMONE COp9,�AN'r( 0F\ y , / VII GI.NIA, EASEMENT (�vB. A, �\ `- - - -PO (LP EX. EX. IMP EX. SHRUBS -EX. GRO NO -COVER TO, EX_ 3' - - W 7 - BE REP ACED- ----- --- W--W- LILI EX. X._P E DI O �51-RUB ANAGED SLOPES I APPROXIMATE LOCATION OFy / \ / COMBINED UTILITY EASEMENT / / FOR VEPCO, CENTEL & / ASCA (D.B. 1327-145) J I EX. SHRUB TBR ,,-EX. \ \ X. STOP E SIGN \ WV x 5" CON EX = SHRUBS T/ 8Q -470 X• o ITO BE '1iHIl OHU - W APPROXIMATE LOCATION OF 20' WATERLINE EASEMENT (P1.B. 1549-598) UCU — EX. x SHRUBS X IN TER TBIR ON OF BUILDING EX. P MENT TO REMAIN EX. SIGN TBR-\ STEPS TBR 1 NAI / SET ( OINT TBR I§EUTI F I / 0 / I FO VEPCO, C EL AC- I II VAULT BEGINNING) (D.B. 1168-546)II I/NID X. - / TRANSFORMER TBR 2 / / / ANAGED SLOPES E 9'I EEO 11kE ` /'GIBUR�I�JM _ 30 30 60 90 1 w ;L Scale: 1 "=30' SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. 19.078 EXISTING CONDITIONS & DEMOLITION SHEET C3 OF 13 C3 .. N — I sec '`- ; _��: NEW GR-2 7�• R ' . ly IV CC 6 yAiyOF I 1, __ NEW I ACCESS EASEMENIT I�_� - uJ a 15' ERMANENT CONSTRU ION � y N°j p+ J o GRADING EA ^� 3 �, NEW SWM EASEMENT -+ % �R. OE CASE I(JT (D.B, 1` = (D.B. 4553-473) 20' ASEf i •KJ NOTE: ALL NEW CUR ~ _ 1 3619-21 21 ;PLAT) ~ IS 6" CG-2 UNLESS 0 c) OTHERWISE SPECIFIED. of = 00.3 NEW m X z q oC m iD HANDR ILS i� g = \� �: 1p to o NEW GR-2 . w �.w 1 i X< 03 _CIV O \ 18.00'-24.00' 18.00' 18.00'+ 20.00' ►18.00' i 53 EMP OYEE/`j I r SPA S E�I -AN MH / NEW GR-2 ,>\ /� EX SAN MH / PROPOSED PAVED / \ °C� E" _ M NAGED PARKING AREA SECMgkMHfIGL BLOCK x S ORES III 3� _jIP h HT B RfT RESERVED EX. ONE STORY / v W/ 42" WALL / SLOPES v;, 8C BLOCK BUILDINGAL EXISTING STORAGE AREAD p HAN \\ #1290 / a� - o 4y O p i ' J 4 EMPLOYEE/ � n--_ E . - - ,% I SERVICE � 2 \\. GUARDRAIL- ro I b J/ 'SPACES NEW 10'x18' —x IN 3 I 12 } DUMP�R -PADJN� CONC. RET. WAL 24.19' oa RETAINING WALL AX. HEIGHT 4' SfG W/_42-HANDRAIL °C/O _ i1 8�18p t o 00'AN ? `; PROPOSED PAVED o x X - --' -_- - r z 0 5 EMPLOYEE/ �� I P PARKING AREA N-1GI#T s'p E;S: ROBE-_EEN.CE __+. - �- - -----SERV------ SPACES T 0 :` ., POLE (TYP) ,. RDRPIL_. - - - ;,' _ 'P . �- -�- NEW 1a' SWM d� LOADING �y'\ o ACCE_ A$EMET— - z 25.00'-� EX. MH 0 pR � —� NEW _------.___-. - - - - c) J EX. MH �\�T 24.00' 'p- X. 'POLE' - v--x —x — —x z ,9- S� 0 0 / - - —' EX. ROPE FENCE /O M NEW STAIRS _.. Y (27) 6" RISERS EX_ GM. -EX.. LP �• o —18.0o' --- _ _ LOADNGN /N BATTERY BATTERY --------_______ LIGHT --- BU-LDI-N_G G rye 25.00'�- O I QIZ STORAGE STORAGE EX. SALES & SERVICE ��� 01_ eulLDwc Bull DIN -- - I-` BUILDING B 10 sERvoEEE/ by I SEGMENTAL BLOCK ET. I Q I TO REMAIN � I WALL c MAX HEGH 4• � � , I NEW SALES & SERVICE spaces W/ 42 HAND AIL FFE 420.77 FFE 416.35 NOTE: ALL NEW CURB BFE 406.77 I SERVICE IS 6" CG-2 UNLESS 56 / 5,766 SF SS VICE I RECEPTION BEE 400.35 OTHERWISE SPECIFIED. �l SERVICE SPACES "EC PTIO 4,850 SF FOOTPRINT RET. A FOOTPRINT MAX.MAXMAX' . HEIGHT L G i2- /I h I 8 �' P T �. B.ua.,..... _ I EX. BOLLARD6 _ �� Ty e B � a: YP, I I� � LOADING CC- 12 1200 � I I D' GO INC. EXTENDE 0 � .- / I I� & CURB MAX HT 25' 2 VAN MUTCD R7-8 F-2 VAN ACCESSIBLE MUTCD R -8 --ACCESSIBLE: SIGN W R7-8G o 6' I PROVIDE 4" URB SIGN W R7 Sa / HC PARKING SPACES: EXISTING PAVED HC PARKING PLACARD PLAC D dam-' 10 EMPLOYEE/ / 1 VAN ABOVE TO OF PARKING AREA 1 VAN L (customer) PAVEME BUILDING - SPACES N SERVICE NEW I ACCESSIBLE LDING I (Custome�lli���l -- .SPACES POWER H PARKING ACCESSIBLE Al He PARKING EXISTING �. _ ��\ 0 '� POLE � S ° PACE I I � SPACE FIFE ROX SERVICE -- / E APP f // c o 4D4 ITT � 9.00'�� TO REMAIN EX. 0- O T i EX. LP EX. LP O O MUTCD R7-8 I - T.M. 78-5A - j -- —� T -- d 16. SIGN w/ R7-8o ��� I' 1 PLACARD POSTED PANTOPS CORNER, C "� 1s.o _20.00, 8.00' ON BUILDING A.00' D.B. 4358-684, _ — _ — --7 BUILDING A2 688 PLAT T P Y P z8 cusTOMER ' EXISTING SERVICE 120 EX S ING D S LA S ACES APPROX. LOCATION [SPA '= I I FFE APPROX TO REMAIN (NOT INCLUDED IN NEW SIGN. REFER ZONED: HC 414.75 PARKING CALCULATIONS) J TO COMPREHENSIVE SIGN PLAN ,- Top a � 37,950 REMAIN SF FOOTPRINT slcN ° o o I (24,245 SF LX. 13,705 S EXISTING; E. LAP EX. LAP EX. MAIL80 FOR OVERHANG '' I SE F NEW) 24.74' _ SPACES (SHOWN I I RE TION FF FOR PLA 1 PURPOSES ONLY 1z I ' BUILDING SHARED �/ L NEW AU 13 OFFICE NOTE: ACL NEW CURB 4 3 ,86• IS 6' CG-2 UNLESS AR D SPACE BUILDING A4 OTHERWISE SPECIFIED. � ACCESS3 1S ENT SALES BUILDING FFE NEW PORSCHE f X. N� ' $ FFE 417.00 419 50 SALES BUILDING v PPROXIOiATE`LOC\TION,OFw SIGN ° R FFE 419.50 FJf%'AL r%EPLONE\ COMPANY(\ OF\ VI GINIA EA EMEN.T (LB. ``� A �`� S S S S S S - F 7.08''� 5 _ _. - P01_ (LP EX. EX. LP EX. LP - X. LP rp � ,.� -/ - _ T.M. 7 8-9 TCO PARTNERS, LC NAGED D.B. 4710 71 )RES D.B. 3657 =569 -THR 57E PLAT. D. B. 3339 701, 704� T HRU 707 P AT TONED: HC SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT I Design Focused Engineering EX. 912 East High Sheet Phe.: 434-227-5140 DUMPSTE\X( ROLLA IDS chanmtesvine, VA 22902 shim e�i�ce� P 9 ^9.com PAD �20.34' m x 21.37' -- i-- 0 Ln 24.30' cO O W v . S IMP N N Lic. . 4 183 DID o w --- rn_ �\ , NG �DIYAL fir,/ 2' OVERHANG ♦��� 10 EMPLOYEE/ FOR 16' PARKING SERVICE SPACES ---® - SPACES (SHOWN FOR PLANNING MAJOR SITE PLAN AMENDMENT uRPosEs ONLY) ALBEMARLE COUNTY, VIRGINIA EX. MIi 1300 RICHMOND ROAD - FLOW I AUTOMOTIVE nn Y NE LOADING? TRANSFORMER I N PAD / SUBMISSION: �EXISTING 4 CG-2 — — _ - a `MECHANICAL EQUIPMENT OR OTHER UTILITY T ' CUSTOMER; ON THE SHALL - I SPACE ; I SPACES TO RIEMAIIN -__ 4 CG 2 �G 12 r — / SCREENED9. E FROM PUBLIC FVIEW TO BE -- - - - - - - - - - _ (NOT INCLUDED IN 4 EXISTING CUSTOMER I' _ REASONABLE SATISFACTION OF THE AGENT MANAGED. N EXISTING - --------___ / SLOPES - - LARKING CALCULATIONS (SPACES, (INCLUDES 2; - :SPLAY WITH MATERIALS HARMONIOUS WITH THE // ----- I — — : VAN ACCESSIBLE HC e- IE BUILDING, OR THEY SHALL BE LOCATED SO L' ® .I. 7�STOSER� �• " _o TO L__ PARKING E �\PACES J �J �'AS NOT TO BE VISIBLE FROM PUBLIC VIEW 0 30.0 EX. E OHU CHU CHU OHU OHU 0 0 TIO O U OHU CHU PPROX. �GAF INIGN. OH 5.0 REFER TO GO HEN IVE I LAN O. .. 0 U 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. SITE PLAN .. a , , ti� N89'38 46 _ '_� EX. P gP,i L I .. - N8438�46�lJ- 3G936'r' -- - o e r 565' TO 184' TO APPROXIMATE LOCATION OJAPPROXIMATE LOCATION OF COMBINED UTILITY EA -- —_ _"`� SHEET C4 OF 13 / \ COMBINED UTILITY EASEMENT PANTOPS ALTERNATE FOR VEPCO, CENTEL & ACSA WM - 1. OH0 FOR VEPCO, CENTEL & CORNER WAY SITE ENTRANCE (D.B. 1168-546) VAULT2' G 188' T - 30 30 60 90 ASCA APPROXIMATE LOCATION OF 20' AND TOWN_ - W (D.B. 1327-145) WATERLINE EASEMENT \ LC UNTRY - C41 (D.B. 1549-598) MUTCD R7-8 - Scale: 1"=30' _ - I >�saIsas— saaass� , IRON - 44 O _-_ /-- - -.--- ��, �- FOUND FA h TOP OF 6' DAM 346 /� �1 _ a - - -------- - �\ 350 F2 / 48" CMP RISER V A \ WL SLi RASRA LA RTP RAP \ \\ \\\ \\ \\ \ \ _-\• \ \ 5 - - TENTION POND OUTLET 0F�1�'�.. F-C--\--- 5' �MINIMUM -- WIDTH ew NEW 1 --.SWM ACCESS EASEMENTD-_=. L-see,-I�-� 1. AP-\ . A -A A �EX SPERM NT-EOASTRU ION - AND GRADI EA \NEW SWIM EASEMEEX. DI 20' p 36C1�E PS�EE�(DB2 ^2LAT)\B45533) 97� DETENTION` ND -BASIN �RO THE LOWER DE 6_ \\ A i �---- -- -/\- \- HF, \ \`N2CTIANDMAINTENANC--.---- - I , A SABE FROM -THE EASTERN 60 a SI\E\TO AIDSTURBA CE-OF - --- ---- \LSANDRASLOPES / - - - - - - 00 ONNETO PROPOCT SED GRADIN 3 37 s r 0 .o _ FROM-SDE201 9 \ \ Q o \ \ \ \ \ \ _ \ - SUAVE ED _ o \ \� \ �.� \ \` — �' CONVEYANCE WILL BE DESIGNED TO MEET CHANNEL & FLOOD ES;'r= PROTECTION REQUIREMENTS, SEE- VSMP PLAN WP0202000032 \o RIP RAP AT _� 1 I EIX SAN MH NEW GR-2 qR PO - �_` _ -,\3ao _ -- �NIMUM WIDTH -,_ 1 I 1� o �ufYFD _ -- '390` - -- \ / - ,---- m � EX SAN MH / -- �� - -- - -0 M N GAD CAI --- _ - - ----- ,�, S P S I_- x M yEi� QCK -� EX. E AL _ �_ _ - �C - - SRESERV / _ \ _ 6, _ �__ ��- ON STORY A �� _ .�- 0 9 42 HgNDRgIL — - &BLOCK BUILDING _ MET /0 02x s �I- A 3 80ew _ �� _ - #7290 ----A, NEW-- _-- % y tiUJ c�i'I \ - - - - 00 - 10 037 -- � O °. ❑ 0263 ���_ - 111�1\II _ - E- 4 \ L B z x DP 8- . GtiAR@RAIL _. - w - - - - - _ r 7 -/- ON' -- -- ' ro 4 ---- x \ �._ 02 --- ----- � \ \\ �-- �` � � — � _ -- x-�. _ / IPJD 0 h /� _. CONIC RET. L- '� a O _ AX. HEIGHT 4 Q �� 2 w w W 42--HANDRA 'Z C 0 _ - l I-Ir-�� /I 96 X05 \ CF OC 3wOzX- w AN �ATPVC LAI 0 E - g % j/' \ - - _ - - _ _ - // 9 / Iv \ K E w S �_ ITI -N€ el z / l 0 os a r z 5 A = x _ T d IP pT�I LC z I \ 0 / -�.03 2 �w EW 12 _ R=REN,CE---�_ �.e - ;`\ 1 /`7 'y fV.. 6 I - -- - 6 E W FHA w - . D 3C Il. - - C-X;. _ w - — ^�\ --_ . �� 38p (� - - i- - �I - - - - - _ p w oo G� u _ `h - \ ANAGEf� i t I J 1 D - Ivy>� �0 �= �'"'� w w�W Oaf /1. NE4>)'10' SWM 1.�.� \_r= SLOPES I ./l ro 71 ' \ � �� �A-1 21 „ w � I I ACCESS E)k M€NT-t- L .\ _ _ _ - - — / i / -�� � -�� 57 L 9F- � ' S7-� �Z EX. MIT{ _ 1q. `..�`� N W 1'� WM FROM --- -_— - ---- -- _,.� f f�t�l I / 1 1 �� /-410- ow EX. MH w - -- NEW 6' A X <.`--_--- '. a2�I X a M - _ - DI-3B \ TOE_- O w3 n X4 FDC — \ HOPE-`\..3. NE FHA- �:_i20PE_F�N_CE- -- e----_--- -45 06 NEW FDCn NEW'STAIRS C/ \ 8' HD 60\ o W.12 15 9950 ' x6 .TEE - ~---�--_ -------390-/� -- ------,`.. /� / ��IB.,I o X / _ _ --_ — — --_MUD �07 AT �6(27) 6" RISERS ° Nr -- - _ _ 1 I I GM �'ft0 \ C/O OII� - - - - `°Iz 3 �- _- - 'EX_.. LP - � �? / l I I r � �- 00J5 BAT7ERY _. - EX_LIGHT.---_ E� >.. _ _ _ _ , - .- - - .:- � � - � � , .. BATTERY / --- -�- / -B�Ja-LDLNG G 13 � / � S70RAGE S70RAGE '�---- -� 'X MH / EX. SALES- & SERVICE � `-_-- - - _ - - _ 3 0l� BUILDING BUILDING �Q SEGMENTAL eLGcK ET / 15, �`15 x 4jp BUILDIfJ� B �-� N� o �v�v a� f'/ l� l� I l I I I I TO REMAIN - I 11 / �I WALL G MAX HEGH 4�1 > 20" NEW --SALES EB ICE __ Ww L/_ SHIMP ENGINEERING EFE 420.77 �' \ / / l / LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT W 42' HAND AIL � / 7 I / I / �v 1s F�416.35 � � �, � / I ' 0 v / �� X / / / / / / Design Focused Engineering BFE 406.77 X \}I SERVICE , BFE 00.35 \ TIEINEW PVC INTO \ \ / / / g 9 9 S YI E \ m I`«' R ICEPTION T� __ ---- I ,,,JJJ,QQQ EX. SANITARY WITH \ \\ X v / l J �0 EG P IOt« V� as \���� \ 35 EX. OR\\NEW C 0 _ s�z East N�yn street Pno�e aaazz�-suo J I 6 - OQ CONC. R T. WALLA Ag / / _ - - - - - - _ _ __ VUMPSTER, LA IDS / ' : ` — _ — i es e. V 229°z P- 9 e9 m a 0 pAD '/ I I I 77 „ % `, �-' �4p i I I l l 3 a n n m X MAX. HEIGHT 9' � > 20 76 _ - 04 :a EX. BOLLARDS �— �,I I I _ •'.:` '.'.G: THE DRA T,.;. ::.I�"--`,..; `� 08 I 3 �' NEW 6" SaR 35 LATER I �� �� 16 � 166° - _-- __ � •..-�'� 5 12 .. I PROVIDE 3' MIN. COVERAL 7 6 & 1% MIN. SLOPE V oENc�ARK 179 10' MANA CONO.XTENDED�6� RB MAX T'2_5'CUIHB16 l/I / I II II IIi I I �UpV ssro�x0�n2t'LS�?NUI�M rPw4� `Y 1 �, ABOVE TOP OF PvEMENr. Lie. .41183 z 0 B ILDINGAl � 00 % I I19 SERVICE 12 Q 12< - °/G X 404FFE APPRO 12 - I T.M. 785A PANTOPS CORNER, LC D.B. 4358-684, 688 PLAT ZONED: HC II I II I I I / 97Bw 20 xt2�° o/o, x vv I REMAIN f� l I I I � �+•��� rl � i4 -- I I I � EX. , -_ � EX. 1 EX.LP 1� M 12 �/ ( I v I TO D1 4 I 140 14 '3 14--- ate' l i i l MAJOR SITE PLAN AMENDMENT y 3 BUILD I / / ALBEMARLE COUNTY VIRGINIA h r ' 4 I BUILDING A2 1\ 6" DIP FI EyVE EXISTING �1v avol f/ p . 90 4 SERVICE ,EX. 1300 RICHMOND -_6 FIFE APPROX 414.75 - / TO REMAINROAD - FLOW — ' STOP I y - > I' I AUTOMOTIVE �" GV B\ i (� I I• i // SIGN ❑ AL_ -q14 � m I � � V ni E LP EX. LP EX DI MAILS I CO,6zo 1V66 0 SENID I � � -o- '� � � I � �� - � // I � /\ 0 RE RVIC � •, � / SUBMISSION: I ` I T1 2020.02.21 3 50 SHARED-----/ Y REVISION: 15 q 10 ' 6-- -- BUILDING o / I I� _I ', � _❑ ,, L A3 OFFICE � / /��,t l - \ - t 6 — N E 1/1 2020.06.15 �I I W AUDI SPACEBUILDING � / p/ � � ) 90 BEND. NE� 10' �WM NEW 6" SDR-35 SALES B NG A4 9°'. - 9 2 2020.06.22 ARB UILDING FIFE NEW P \ ) [ 1 NEW 1" WM FROM EX. ACCESS3'EAS ENT"' ' MIN PROVIDE FFE 417. E ORSCHE 1950�'. r s 2020.08.10 ARB X. - I I s MIN. coOP & 00 419.50 SALES BUILDING 1s°° ` v 4 2020.09.25 BID SE 'V 'V 'V j� (I Az 15003 MIN. SLOPE170° ----_� ---- FIFE '-�1 A / // i I ) APPDXIrE'oc\TION.oF ,, , , , \ SIGN - _ - 9. 50 ) [ \ \ \ N s" O w �� 16" - - - / / j / 5) 2020.10.22 f -A, ( \ - W tSEW DI-7 w w -" / SL� 1R V - - 9 BE D i6po ' oc19 GILL EA LEME�INE\COAN�OF', \ \ /15' CON Fa w �6 r ' 1�7 1t18 • .... _.;ACCESSIBLE ao,A AGED O (LP EX. EX. P X.LP1316 . e5tL T o �19 - - - - - � EX DI 2 I 16 ----- --- -16 „1 ga_ ',d' r �, �.:. � � � 1 5 gan / � T j SLOPES / i �/ i �k - - -- --- � /' 3 50 75r 74 �a 1 19" °` FILE NO. A6€D . 15 - - - - - -MAN ' X y6 -- q 3 s., h'Op \ - - ' / >_ ACCESSIBLE 2030 SLOPES / 1 ouTE GAS -- I �- - - - -4 p ^��' ,JI / GRADING & UTILITIES --- ----- __ \ -J 1 \ f - R OGATE WM 1 v _ "� / i/ l -- - r----- _ P - 20 / �fz.. E \ - .. OHU-'- HU _'OkW OH - 3N�1�_ � � � / 'N w W'+rk�Ng�38T4'�-14�'r 6t'" w — — -- --., ..: :'��,�... ucu aco ucu �,cu ucu c� 0.� ��49'38'46" W u u -— i��X,0 LP�.�,� I\ � N —11 � o� �� %'� //////'i////% 'i/' / �ij�ii//r'/ j/ / !i'/ // 'j�/ C MBINED UTILITY EA aw-:_. c r.__ • - �.-1e�9Efkk_ /' /'�� 0 , APPROXIMATE LOCATION OF / 'f ' /j/j/j/ / j j/ jj'jj/,////jj/,//j////j/',//,/ I FO VEPCO, CEN TEL�vcu�---_ - 0� ����T �� �� 13 COMBINED UTILITY EASEMENT / / / BEGI NWG• I (D.B. 1168-546)I j /'i H`'-" -°`� / FOR VEPCO, CENTEL & / 30 30 60 90 ASCA APPROXIMATE LOCATION OF / N / I I ILL OVER' APPROX. I / i/''/j�/ j''j//j �w - -=0-� ' ` / lv_ WATERLINE EASEMENT ILL & OVERLAY APPROX. I 1,115 SF PER wP-2 MILL & OVERLAY APPROX. - 4-" (D.B. 1327-145) / o I }- - - ��`�� / (�.B. 1549-598) 537 SF PER WP-2 y^_ I 1 6170 SF PER WP-2 No \ 1 - Nv- SCQIe: 1"=30' 60 saaas F41 i� ab T.M. 785A PANTOPS CORNER, LC D.B. 4358-684, 688 PLAT ZONED: HC 44. TOP y W 0 `� \ OF 6' DAM 346 y y _ 44 40 SPERM NT-CONSTR� \\ •� \ �\ \�.\� \ �\ ��\\�\ \_— -46 GRADI EA \NEW SWM EASEMENT — (DB- 4553- 3) 96 v `�\ `V A y W v vj�� A �� ��\. A ,. 50 7 \\ \ 82 38 \ \ \ \ \ \ \ 60 W o` \ \ CE IIWIW. ONNECTTO PROPOSED GRADIN \� �� — - / _FROM-SDE201 9 \\ IQ9 o\ \`\ 43,'000 SF EXISTING\TR CANTORET0— _ M l\\ sV Q \ \ \ OQN81ERNED. PROTECTIVE ING� BE -37 - \ `I, v A A v - `v PvLACED ARD -APPROV-ED BY A ' Ty- ww / 39 \ \ INSPECTOR' PRIOR -,TO GRADING./370 - -- - ,�: o A -- . - -� I \ M N� GAD - S S I RESERVED- - I �( - a - --- - SCOPES v v�EENCING �_4 I� \ \ /11 04 /----- - rn al / I// \ w _ a w - s cy0 \ \ 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 P 0?� 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.E : 5% OF PAVED PARKING AREA, 233,216 SF X .05 = 11661 SF / RED: 11,661 SF ) PROVIDED: 15,855 SF (demarcated by dotted Batch) 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: 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) TOTAL 59,925 SF CANOPY PROVIDED NOTES: 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be 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 mow 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 no 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 thon 6 inches during the active growing season, the stand will be reduced significantly. o �V mow, D A V -- ,- W w Ica \ \� - o 06 z - w �,. wow w o i1W. 06 \ ^r w �w - Il. w --- - _ �w p DRA — _� --' \ -; LJ w EX. MH .:,.� 1 �l-.S 10' SWM z '- cj ,.' - w ACCESS EA VENT— - Z a0 \-P — — i� a W �7r��� _ _ V �410, EX. MIT w / ��, X. 07LE'� - '�- , � �• ao ao �. Sao_--_—_-- .3 � y _X �' �40 — .39Q —l.OI4 T� RU �/ 67 P AT /_ - -_ -_7:- EX-GM.— `X,- -- - - - / a-- G 1/0 --- --- WI �. 3 / � SHIMP ENGINEERING 16 A 11 -� A / , , / / I / / /r — LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering _ " 5 3 �, v ---_ _ � EX. _ 1 912 East High Sheet Pho. 434-22] 5140 \ I A \ \ s _ DUMPSTERr`a (1�A CIS / — — I I I I / I CharloOesNlle, VA 22902 chimp-engincering.com PAD _- � -1 / / PROPOSED LANDSCAPE SCHEDULE Plant min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Lt Large Deciduous Tree: Liriodendron tulipifera Tulip Poplar 2.5" 7 37 387 27009 Gr a Large Deciduous Tree platanas acerifolia London Plane Tree 3.5" 7 30 368 2576 j!ntCk '�1E Medium Deciduous Tree Gladrostris kentukea Yellow wood 2.5" 10 24 289 2890 _ ice' Sf ►�/ Medium Deciduous Tree Ceoiphyllum Katsuratree 2.5" 7 28 222 1554 appon icu m ja Cb Small Deciduous Tree Carpinus betulus "Fastigiata" Pyramidal European 6-8' Ht. 10 17 69 690 Gb Hornbeam Flowering Ornamental Cercis canadensis & cvs. Eastern Redbud 6-8' Ht. 10 17 124 1240 0 Tc Large Deciduous Tilia cordata 'Greenspire' Littleleaf Linden 25" 8 16 249 1992 /"�Cv Crataegus viridis "Winter King" (" jJ Small Ornamental 'Winter King" Hawthorn 6-8' Ht. 6 16 184 1104 Cf Dogwood wood Flowering Ornamental Comics Florida 'Appalachian 6-.8' Ht. 14 15 128. 1792 Spring' Bn Bn Medium Deciduous Betula 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 '} 9 Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 2' Ht.. 39 3 10 Iv Deciduous Shrub Itea virginica 'merlot' Sweetspire 'merlot' 2' Ht. 49 3 6 g I �', Evergreen Shrub Ilex. glabra Inkberry Holly 2' Ht,. 34 8 23. 782 W Low Maintenance Ground Low Grow Fragrant . . „ Cover Sumac Interior Landscape Area TOTAL SF: 17699 04. �'' \ I ,4 --- � I 0 1 - �. 2_ 6 _ EX, BOLLARDS I � II I I I °� ,✓ � _: a T 1<0 �Iicll _ 06� Ill l c 4i �5 S V I, — U S IMp a rv, I I I I I I � LIo. �.41183 II a v.l 0/0 �l m I I I I I I S UNAV �i l / A 1 410 41 _9 I I I /I F I 14 / - - - a' 1 1 i i l i I / MAJOR SITE PLAN AMENDMENT ", 14 y I / _ II / / / /\ ALBEMARLE COUNTY, VIRGINIA ,EX MH 0 RIC MOND IN �I � ROAD -FLOW � STOP . , I SIGN_ --A AI(/ , AUTOMOTIVE X.E MA K I - - - N ,�NID - SUBMISSION: 76 2020.02.21 �- / REVISION: 1) 2020.06.15 I ACCESS3EAS Ew 2) 2020.06.22 [ARB] %_ 3) 2020.08.10 ARB X. - - ---- v� 4) 2020.09.25 [BID SET] v A PPP,OXI14ATE vLOCA.TION`, OFF\ r,, A\ `,, \ V A /�` J SIGN v u a _ - _ - - -- v 7 NTf�,9t TELEPHONE CO BAN OF v A Av A / V O �` w - _ ----- / _ _ 020.10.22 i �Q w ) VIR-GiNIA, EA�EMENT (�13�`. `. w A T / 5 2 -/ r a� Y A, GED P PX. EX. lo - - 1' - - - - 0 L EX. P X. LP I _ �( SHRUBS O EX. O <: s 1 / SLOPES --- - -10'%// o A I x Ex FILE NO � � * i � OFFSET BLUE P / �^� � N,�6� / / / ' _ �� s ` % a19.078 -o/L _ -DSCAPING PLAN 4 f � AN _ _ --her-- w�— P �M / 20 I1GIl- �G IICV +4'--dd87&38'4ffi" W d093B` w —: - _ - 39 L I / / O.C.0: -:,y� _ �__ � __. w '38'48" W :... + L _ E 0. i LPI� � / e oy,� 1 SHEET C6 OF 13 L,IAI F 1 -- / APPROXIMATE LOCATION OF / ( i,! L A T-r-- � ��- `r-- o COMBINED UTILITY EASEMENT i /� 0 2 VEPC Time OSC A 0 _ FOR VEPCO, CENTEL & P1RAMl 6�B HIAN h' _ _ _ b �- 30 30 60 90 ASCA / APPROXIMAXE LOCATION OF 20' dLGINNlr,1G) I EOROPEAN SPRINtt' G IV -- -- _- - C6 I WATERLINE EASEMENT I HOIRNBEAM I 1� \ \��I SIEMENS /( (D.B. 1327-145) (P.B. 1549-598) II 1 \ \ - 1" �� Scale; 1"=30' �. E STER N ;I-tr u o RR�DBUD o \ TAU w - 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 THOROUGHLY. \4 PLANTING. PIT. "b PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED �. TO BIND NEW SOIL 1SHRUB PLANTING DETAIL C1 1 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 THOROUGHLY 4" COMPACTED EARTH WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND PLANTING SOIL AMENDMENTS. REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TREE PLANTING DETAIL C7 Not To Scale County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 11I-284-111-297 for complete specifications) I. The following items shall be shown an the plan: ® Trees to be saved; Rl 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: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment 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: 63 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: Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 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. Trencbing 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: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: m 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 0 1 in 0 I SHED GRADE 1992 6—/s'=70 (DATE) 5/1/06 Page 1 of 1 3.38 FENCING AND ARMORING F-TOM �PLAS11C FENCE CORRECT METHODS OF TREE FENCING mow_- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING .1)N THAT THE STREAM WAS RELOCATED AT THIS �� o CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE 4, OF THE ORIGINAL STREAM LOCATION EXISTS. \ o, THE CORNER PROPERTY LINE SHOWN HERE ON & IS TO THE CENTER OF THE EXISTING STREAM. \ \ 4i (3T.M. 7858K \\ a 11' JAM S A., JR. & PEGGY W. DET drop M° D.B. 3713-419 D.B. 2700-317 PLAT \ _... \ - D.B. 391-296 PLAT \ \\ \\ & \\\ \ \ \ \ o D.B. 201-455 PLAT ZONED: R1 OV -- — — —�/� \V I A AV 1 \ vv A V A �M N( B \ \ COMPANY OF VIRGINIA EASE T D' / FOC _ —AND �EtEGRAPH / �_ \\ \\ \A\ \ \ \ AMER HONE g80=483) \ \\\ A \ \ �\ — \ -SFWFR—EA �3,>0 '� �V A �vA �vv (D.B. 154. _3So-_\\ 340 NEW SWM EASEMENT moo 44 TOP OF 6' DAM 346 . \ �1 4 \ y �04� —410— SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Pho.: 434-227-5140 Chad.ftesvllle, VA 22902 shim"ogineerhg.00m Tyr o 2 U S IMP a Lic. i.4 183 ,`SSION.4L 1 t' AV 1111"0 4104W+ MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. 19.078 LANDSCAPING DETAI 3 TREE CONSERVATION AREA C7 SCALE: 1"=30' SHEET C7 OF 13 C7 00 +P �01 'u +� +� 1% + 4" +" I " Symbol babel 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- EcoForm Area LED - Large, 80 LEDs, 3000K (5) LEDGINE SLID LIGHT ARRAY(S) ecf-1-801 -900-ww 1 Absolute 1 224.9000 G2-5 CCT, TYPE 5 OPTIC, No DRIVEN AT -g2-5.ies ❑ Shield 900mA C 2 Gardco by ECF-L 80L EcoForm Area LED - (5) LEDGINE SLID ecf-1-801 1 Absolute 1 224.9000 ❑ Signify -900 WW- Large, 80 LEDs, 3000K LIGHT ARRAY(S) -900-ww ❑ 02-3 CCT, TYPE 3 OPTIC, No DRIVEN AT -g2-3.ies Shield 900mA D C Gardco by Signify g �' ECF-L-80L -900-WW- EcoForm Area LED - Large, 80 LEDs, 3000K g (5) LEDGINE SLID LIGHT ARRAY(S) ecf-1-801 -900-ww 1 Absolute 1 224.9000 G2-4 CCT, TYPE 4 OPTIC, No DRIVEN AT -g2-4+ies Shield 900mA E 3 Gardco by ECF-S-48L EcoForm Area LED ECF (3) LEDGINE SLID ecf-s-481 2 Absolute 1 135.1 F-1 Ei F Signify -900-WW- G2-4 - Small, 48 LED's, LIGHT ARRAY(S) -900-ww -g2-4.ies 3000K CCT, TYPE 4 DRIVEN AT OPTIC, No Shield 900mA +°1 4' v +d1 4' +]; +- a¢, +a' +11 4' a' a, +a, +a, Notes: 1. Existing lights on site are shown with label "A". Existing lights are at 15 ft height � �2a +v +sa +" +" + +°° + + � , � � +a, � ] +" +a2 � , +¢., +a. +n, �¢, i with 40OW metal halide bulbs. Some existing lights exceed 0.5 fc at the property # +_¢ +, ,. + ,, ,, 42 +¢] 4^ + 42 4, +a, 4' 40 +a, line. 2. New lights to be mounted 15 or 20 ft, including base, as specified on the plans. + ` ` 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial +p2 +" 4° +°a +1 .° :° :3 +1a +� u +°3 + {¢° + + +¢1 , lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The 4a ,'+4 1': 4' ; ': + , ; '' `, ;' spillover of lighting from luminaires onto public roads and property in residential or +¢, 4' +_, +2° +°5 +1 ° v +6' + +' + + +1 + 11 42 4' + 4° 42 491 +¢, + +11 rural areas zoning districts shall not exceed one half footcandle. 4. Existing lights on site vary between 3000K-6000K color temperature. All new 4' +°' :' a +� v 4° v 43 +" +°' 4' +]a +_° 4' 4p 4a +. :' + 4' 4Y 4° + 4' +0., light fixtures or bulb replacements to have 3000K color temperature. +°, 4' {°a 43 +_, .° + +1 1+° +], +°° +3° 42 +-- .° L' +_. += 4a 121 +_¢ .° 4= +,n 4' +°_ }°, +°, 4' ', 5. Provide light gray, square pole for proposed fixtures to match existing. STATISTICS: Average = 2.2 fc Maximum = 28.3 fc Minimum = 0.0 fc +31 4, +" ,. +23 +" 4° +1 +2n +'' +., 42 4' +33 +., +2° 41 121 4' 4' 4, +a, 4' +¢, 4, 11 + + + 4° 4' + __ +°a + + + + + _'DI + + +¢, 43 + +„ +,3 �, +a, 1" + +iS +a6 +: 4] +°a. #u 4' +,]J +ia +3, +Si 1.34#� +11 #" + +¢. +ui 4' +¢, + , 'MI +¢, 4" +¢, Via, +¢, '91 +¢' +� 1' + a +v 42 + i, 4" +]a +v 4f 4- 4.` iz, .4.` 4?2 +°.a +a +°S +]a +Sl + +S, + +: a]a 43 +°° j] +a, +¢, 41 4' +¢, +¢, + 4' +¢, +¢, +a+ +¢+ +°° + + +" +" + +R2 +s.4' ++ + ° 4' + + +°f + +' + -P +a' +11 +°2 + +°' + + SHIMP ENGINEERING 4?' + #°3 « i 3 el +]¢ +zn +2.] +,e + i ° , 4 n + 4 ° #2° #SS } + 4' + 4' +. +¢' 1 +¢e ° +p9 2 + 33 v ¢+ a, ¢+ +' a= + a. +1+ . m ai + + °. LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering + +OS +¢2 +¢3 +s3 4e +2, 42 +23 e. +i6 +]e +]n is +]a +Z, +'n +- a12 1, +a, +a, 4i +a, +¢, 43 +°. Via, +,➢ +,., F2 i,° .] + }' 912 East High Sheet Phoos: 434-227-5140 Chad.ttasvllle, VA 22902 shim"ngineisdi-L om +" +p2 + �' 4a +12 +33 + + +''' + +3' +]' + + +0.+ + + +12+ +13 4°3 +" 4' 4° + 4' +21 +p2 + ,"' +°i + 4 4 + + - +03 +� 4a' +¢, +°e +¢, 4, +Y➢ +¢➢ 4" +i¢ +,u 4° 4 4u ,L +,.¢ + +¢B +49 46 42 +a° 4' +]2 4]2 42 +S2 4� .; 4, +,n +°° 1" 4n +u, +1¢ +" +11 +Y➢ +I11 +,n 4, +2, +.a +ee +¢3 +o.) 43 +1 4., +a, , + + , C }°3 4., +¢ +m +¢S + 1n +,., + +12 4]'+,. +,. + 43 +2 ,f + 43 +u +" 4n. +u + 4v. + w 4e. +,e 43: + +11 +,3 + in + + +'] + + Fv° +Sn +SS 4e +,a+ +¢¢ + 4a 4• ,: +,.. 42 + ;. +„ + +].a +,> ;a, 4' + 4° 4° ;.. + +,. .0 :_ +" + . :]¢ +., +:: +„ +,2 ;, + +,e +22 +,. +z. + +v 4° +v + 4° + +.. +,a,. +a¢ 4p +°° .41183 MP 3' _, 22 s° A Lic- lOI , <a +s' 4a +°2 +u +z¢ + +:3 4i1 +°S +°S +v +2n +Z, +v +Z, +]3 +]n +ss +]° +]n +Se 41 + +Ze +1 4, 4a +IS 4.a +sn # 45 4J. +ff 4,5 +tn +21 +Y _10 +SB 44 +°' +v 43 +4° +u +- 2 .i, + + + 4aD �O + + ♦ + + + + +4. + + + + ♦ .47 + + + + +4. + + + +1. +1. 23 + +II, + + +47 +11 + + + + +1. + ♦ + }III +91, + '9. L +°2 + ++.+ +,3 +°.a i °3 +'a+2° :n „ 4 e. 33 +,a .] ++a,+,°+,s +¢,++�+,3+Sn+°3+°3 ss + +°2tt4, °n 4. +" +,:+ + 43 •- ^e: +2j +a• +. vim +°0.. +,a IX.�63 •+„3 4° +}A +'.• 4" +W .LP+1P, +A0 +�.LID4 y A :3: +,° +a° +B2 +°s 4" +33. +2. +a, +� 4a +3i :, 41 MAJOR SITE PLAN AMENDMENT +'_ +,3 +1. 4„ +1- 4a° + +1- 4' + +1- +«' +U. +,. +1, + 4' +°° 4° 4' + 4' +°' I ALBEMARLE COUNTY, VIRGINIA 4 +' +u 4n +3. 4, +a' +37 42 +'s III U ,a 42 42 4' +" + +73 4m +° ` 4' 4 +¢, 1300 RIC H M O N D ROAD - FLOW 42 +°. 4 43 +'a +]. +2n 4, +ae 4' 4• + 4, +. +3, + +33 +32 4' +3n 4n +s2 + +:s127 4° ,., 4,. 4° 4.&74n '1_ +: 4n +¢, ti¢, 41 41 +¢, 1"1 +¢, +- AUTOMOTIVE +°' +°' + + 42 +3¢ +s2 + +" 41 4° +sa 4., +s3 + + +sn + +3, 4., + Is- 4'_ +u, +as 43 43 +'2 +" 4" +e, 4z, +a,. +a, +a, 4' +¢, +11114, +a, 42 48 +a. +2a 4" 4' 4. a 4' +_, +.a 4 ;, a° 4, °a + 4. 4., .., +a, e, +C 11 SUBMISSION: FX. LP E+W-P E LP v +¢, 2020.02.21 } +'. +3s +11. +1.. 43 +31 + + +,z3 +. i +`° +• +,°' + +" # +a +s.. +3. +°. 4a +,. + +S. 4' 4., 4, 4, +¢, 4'¢, +¢, _ REVISION: +° +° a + +a. 433 +,]° + +v +11 4v 43, +1z +ez. v 4n +,2s 4]a +ss, +Sn +az +3, +E2 +,° +U. x 4, 4s +23 + +n, +¢, 4. 4, 4, 'm +a, 1) 2020.06.15 +p2 +°' 4a + + + +65 +'° + 4' 4' + r + 4' +° + 42 + 42 2 + +°' +sl 4' 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4' 49 +f2 +z, + 4' 42 4' + } }�' +- ss +•° 4' u +a, 1�1 }3' #a' p 4" { # 'Z.0 4 + +°a + { .2 + + ¢' {°' + + #a, 4) 2020.09.25 [BID SET] i 5) 2020.10.22 4°. +v 4' +v +" +S6 + 4" +se +., +°' +" +52 +" +" +°° 4. +`° i 4°" + +" 4' 4' +°' + 41 +27 4a +m 4 4° +°' + +¢.3 42 4"2 42 4' +¢, 4' . LIGHT EX. Ia.. IX. 1118 EX. EX.,yp-, FILE NO. .' t ° + +62 4° 4'= +f�5 + 4 4 ° ' .' 4" 4 ° v +•' 4° +°' + +31 ' ° 4' +„ 42 4° 19.078 -' n_ 4p , u a LIGHTING PLAN +p. , +9.+oa ' _ +p° + 'a.+P. + + +°° 4'U.+a2. 42 +¢8 +°° + +°' +,a +¢] +°� w 4, +R. a, �,a. +v +2e +v + +a¢ +22 I" +" +se +37 +v 4. 4. 44 + 4a +n, +¢a +a, ya, � N +°0 + + ^a 41 4' 4:, +nz w +p3 +¢, + - , + _ +v _+a +,.3 +,s +2s 4n 4n +u +¢r +¢2 4., + �° °° °° °° °° °° °° •°' +°' °° �° +°" SHEET C8 OF 13 a. 30 0 30 60 90 -- - /� JILe & Area /�► J�ie fir Area `M [ -W C.ARnen T [ ,6 [.ARn A - LED 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 Proj Location: Cat -No: Type: Lamps: Oty: Notes: example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SP7-TB-RPA-HIS-BK ona ECF-L 80L 90 AR 3 MG ECF-L BOL 900 WW-62 AR Type2 120 120V DO 0-IOVExtemal IMR13 PCB Fusing Square Pole Textured EcoForm BO LEDs 900mA Warm White Ann Mount 208 208V dimming (by others)' Integral with Photocontrol Adapter 2Type2 R yn0e IN Black site and (5 motluhis) to 3000K70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Conhol'x' #31ense Buttons" (120, 277,347VAC)9 Included in fal White area. 1050MA Generation left 90' 277 27N FAWSnelo Adjustable IMM TLRDS F2 Double standard B2 Bronze Large a g L2A NW-G2 The 2-270 Rotated 347 147V Wa Selector � Integral with Twist Lock (208.240.480VAp product P DGY OarkGray 12-o Neutral White following right 480 480V SW Interface module #]lens a Receptacle Ter MGYMedium Gray 4000K, 70CRI mounting 270' UNV DO-277V for5lteWise' 41 Spin 19 Pole Mount Fusing Terminal 800 Generation2 kits must (50/60114 LLC Integralwireless TLRDI Block- Customer specified FPI Single 96 96 LEDs 800mA be ordered 7y1M3 HVU 347-480V module"'" Twist Lock (120,277,347VAC)9 BRA 3TYpe3 RAL Specify (6 modules) U Coo[W separately (50/60Hz) IN. BE -level Receptacle FP20ouble Round PoletO50mA Cool White (See 3-90 Rotated functionality"' 7Rn" (200, 240,480VAq Adapter optional 120 SOOOKion2 accessories) Ieft90' (fits to color or RAL 1200mA Generation2 PylePimmer:Automatic TLRPC FP3 Canadian (Sc RAL7024) SF 3-270 Rotated Profile Dimming Twist Lock Double Pull(208. CC Custom color Slip Fitter right Receptacle w/ 240,480VAp9 DeleteD. pole) q (Must supply CS50 Safe 50% Safety Mount' 270' PhotocelP" HIS mlorquir (fits to 2'/e" Type4 MediaDimmins 50% Dimming aA50Median 50%Dimming, (lOkA standard) (IOkA standard) Internal for required O.D.tenoN Shouts'' Housing factory quote) 4Type4 SP2 Increased WS 4-90 Rotated C530 Safety 30% Side Shield" Wallmould lef90' Dimm(ng7hours'a with surface 4-270 Rotated CM30Medlan 30%Oimming, conduit right Shouts" rear entry 270' permitted Type5 RAM 5 Type Retrofit arm mountkh' SW Type 5W AFR Auto Front Row AFR-90 Auto From Row, Routed left 90' AFR-270 Auto From Row, Rotated right 270' 7. BL-IMRI3n equipped with out -boarded sensor housing when voltage is HVU (347-480V) 2. Mounts to a 4" round pole with adapter included for equate poise. S. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control option.. 5. Not available with motion sensor. 6. Not available win photocontrol. 7. Available only in 120 or 2M. ECF-L_EcoForm aras_lerge 03/20 page l of B. Not available in 347 or 480V 9. Must specifylnputvoita0e. 10. Dimming will not be Connected to NEMA receptacle if ordering win other control options. 11. Notavaileblein 480V. Ostler photocellseperatelywith TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPA' provided with black finish standard. 14. HIS not available win Type 5 and 5W optics. 15. Not available with DO, DCC. and FAWB dimming control options. 18. Not available with DO. DCC. FAWS and LLC dimming control options. 17. Must specify a motion sensor lens. � a • nma PREMIUM Gardco EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 42,000lumens 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 quid: Project: Location: cat No: Type: Lamps: Oty: Notes example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SP7-TB-RPA-HIS-BK ILF., AR. 4 .. ECF-L 180L ECF-L SOL 900 WW-62 AR Type2 120 120V DO 0-IOVExtemal IMR13 PCB Fusing Square Pole Tortured EcoForm 80 LEDs 900mA Warm White Ann Mourn 208 208V dimming (by others)' Integralwlth Photocontrol Adapter BK Black 2Type2 n Single site and (5 modules) IA 3000K,70CRI (standard)' 2-90 Rotated 240 240V DCC Dual Circuit Control-' #31ense Button's (120,277.347VAC)9 Included in WH White area, 1050mA Generation left 90' 277 277V FAWS Field Adjustable IMRD TUNIS F1 Double standard BE Bronze large g Nyy.G2 The 2-270 Routed 3/7 341V Watts Selector .s F Integralwlth Twist Lack (208240480VAC) product p DGY Dark Gray 12A 1200mA NeuhalWhRe lollowirg right 480 480V SW Interface module #]lens" Receptacle TB MGYMedium Gray 4000K, 70CRI mounting 270' URV 120-277V forsitewlse' 5Pin" Pole Mount Fusing Terminal 96L B00 iini9ngle Generation2 kits must (50/60FIz) LLC Integralwireless TLRDI Block- Customer specified 96 LEDs BOOMA be ordered roe HVU 347-48OV moduleups Twist Lock (120,sin 34NAa' RPA 3Type3 RAL Specify (6modules)IA (W-G2 separately (50/6OHz)BL BFlavel Receptacle FP2 Double Round Pole Cool White (See 3-90 Rotated (unctlonaliry'0.° ]Pin- (208, ]A0, 480VAC) Adapter optional I.2A 1.2A SOOOK, 70CR1 amessodes) Iett90' (fitsto3'- mloror RAL 1200mA Generation SF 3-270 Rotated PynaDimmer:Automatic nRPC FP3 Canadian 39'O.D. (er: RAL7024) Profile Dimming Twist lock Double Pull(208. CC Custom color Slipntter right Receptaclew/ 24Q480VAC)' pole)° (Mustsupply C550 Safety Mounts 270' Dimming. Dimming.] g.7 Photocell A° gg�standard) pfixisthe Int5 mr (fitsto 2'/s" Dimming, aA50Median 50%Dimming, (IOkA standard) Internal required for required O.D. tannin Shouts" Housing factory quote) 4TVpe4 SP2 Increased 20k WS 4-90 Rotated C530 Safety 30% Side Shield" Wallmoum left90• Dimming, 7 hours'^ with surface 4-270 Rotated CM30MedIan 30% Dimming, conduit dim Shouts" rear entry 270' permitted Type RAM 5 Type Retrofit arm mount kit' SIN Type 5W AFR Auto Front Row AFR-90 Auto Front Row, Rotated left 90' AFR-270 Auto From Row, Rotated right 270' 1. BL-IMRI3n equipped with out -boarded sensor housing when voltage is HVU(347-48OV) 2. Mounts to a 4" round pole with adapter included for square poles. 3. Limited to a maximum Cf45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Available only In 120 or 2M. ECF-L-EcoForm_aree large 03/20 pageiof7 B. NCtavaileb1ein347or480V 9. Must specify Input voltage. 10. Dimming will not be connected to NEMA receptacle if ordering with other Control options. 11. Not available in 480V. Ostler photocell separately with TLRD5/7. 12. Not available with DCC. 13. Not available with SF and WS. RPAs provldetl with black finish standard. 14. HIS not available with Type 5 and 5W optics. 15. Not avallable with Do. DCC, and PAWS dimming control options. 16. Not avaliable with DO, DCC. FAWS and LLC dimming control options. 17. Must spiny a motion sensor lens. DLC DLC 1 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.N. Type: Lampe: Oty: Notes example: ECF-L-98L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SP7-TB-RPA-HIS-BK ECF-L7LEDs90DmA WW-02 AR 5 ECF-L WW-G2 All TV"2 120 120V DID 0-I0V External IMR13 PCB Fusing Square Pole Tendered EMForm Warm White Arm Mount 208 208V dimming(by others)' Integralwith Photocontrol El Single AdapterBK 2Type2 Black site and 3000K,70CRI (standard)' 290 Rotated240 240V DOE Dual Circuit Control'ss #3lense ButtoWv (120,277,347VAg9 Included in WH White area,Generation2 90' 277 277V FAWSFiddAdjustable IMRt7 TLRDS F2 Double standardleft BZ Bronze The large NW-G2 2-270 Rotated 347 347V WattageSelector's Into ralwith g Twist Lock (208,240,480VAaNeutral pmdum DGY Dark Gray White following right 980 480V SW Imerfacemodule #]lens" Receptacle TB MGYMedum Gray 4000K,70CRI mounting 27W UNV 120-277V for SlleWHe"' 5Pin° Pole Mount Fushlg Terminal 96L 800 BDOmA Generation2 Lltsmust (50/60Hz) LLC Integralwireless TLRDI AM Single Block- homer specified 96LEDs be ordered Type3 Hill) 347-480V module"'" Twist Look 020,277,347VAC)' RPA 3Type3 RAL Specify (6moduk0 IA CW-G2 sepomtetp (50/60Hz) BL BI-level Receptacle Double RoundPole fO50mA Cool White (See 3-90 (unOionalitY'"'° ]Pin 10 (FP220 (208, 240, 480VAC) r Adapter optional t2A 5000K,70CR1 accessories) leftRot90tl left 90' (flstci colororRAL 1200mA Generation SF 3-270 Rotated PyrwDimmer:Automatic TLRPC FP3 Canadian 3.9'O.D. (ex; RAL7024) profile Dimming Twist Lock Double Pull (208, CC Custom color Slip Fitter right Receplaclew/ 240,480VAa9 Polar° (Must supply CS50 Safet V 50% MotmV 270' Dimmmg.7hours" Photocell -Surge pMb,,tkn HIS coiorrhip (fitsto2Vl" Type4 CMSOMed'Mn 50% Dimming, (10kAstandard) Internal forrequired O.O. tannin Shouts" SP2 Increased 2OkA Houdrlg factory quote) IType 4 WS 4-90 Rotated C530 Safety 30% Side Shield" Wallmoum Nft90• Dimming,7hours" with surface 4-270 Rotated CM3OMedsm 30%Dimming, conduit right Strauss - real entry 270' permitted Type RAM 5 Type5 RetroRarm mount kit' SW Type 5W AFR Auto From flow AFR-90 Auto Front Row, RotatedleR90' AFR-270 Auto From Row, Rotated right 270' 1. BL-IMRI3/7 equipped with out -boarded sensor housing when vollume Is HVU (347-48OV) 2. Mounts to a 4" round pole with adapter Included for squarepoles. S. Limited to a maximum of 45 degrees aiming above horizontal. 4. Not available with other dimming control options. 5. Not available with motion sensor. 6. Not available with photocontrol. 7. Available only in 120 or 277V. ECF-L-EcoForm-area-large 03/20 page l of B. NCtava1sb1as347or480V B. Must specify Input witage. 10. Dimming will not be connected n NEMA receptacle if ordering with other control options. 11. Not available in 48OV. Order photocell separately with TLRD5/7. 12. Not avallable with DCC. 13. Not avallable with BE and WS. RPAs provided with black finish standard. 14. HIS not ..liable with Type 5 and SW optic.. 15. Not available with Do. DCC, and SAWS dimming control options. 18. Not wettable with DD. DCC. FAWS and LLC dimming Control options. 17. Must specify a motion sensor lens. V rq wrr gdi L b v nma PREMIUM SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Charlottesville, VA 22902 U Lic. Phone: 434-227-5140 shimp-enginearirg.com MAJOR SITE PLAN AMENDMENTI ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD -FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. 19.078 LIGHTING DETAILS N SHEET C9 OF 13 ME 0 30 60 90 Scale: 1 "=30' \ 1 1 I \\ \ i j - , \ I I I ' / I I �> I 11 �IIIII 1 I I \ 1 I I I I 1 / I I I I I clil EX,s emova Ann i I I \ I � I \ �v. lit p -�c 1L. 1p via TV 1 0+ ^L'I A T �L I STANC \ REF ENTRANCE 1\ \ ENTRANCE 2 (RIGHIT IN ONLY,) = 11 2.3C- \\ \\ \ \ R = 1 88.92 -A -- \ \ \ \ \ L-242.�5 \ 1 T=121.90° _ S. ROUTE 1250 C=242.53\ RIC f'MOND ROAD,NARIABLE \ I 11 II / `\ ).D'fH R/W HWY� P.B. M-200 - �c _ �\ 1 — ` D.B. 118� -- 46 _ / \ — ------ '------ ` ��. 229-56� - D. 229-56� I \ l 415 I� 415 410-- - 410 405 w 61 405 400 w — --— ' — — rANC E NE — — m 400 395 395 - _ _ ------------------- 390 390 385 385 380 380 31 +00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+505 ENTRANCE 1 SIGHT DISTANCE RIGHT C10 1" — 50' HORZ 1" = 10' VERT 440 435 430 425 420 415 4101 405 400 390+00 10+50 11+00 11+50 12+00 2 ENTRANCE 1 SIGHT DISTANCE LEFT C10 1" = 50' HORZ 1" = 10' VERT 1� I\ \ I I LO - - - w m 0 � w - - C9 w � 0 ' F+J T 12+50 13+00 13+50 14+00 14+50 15+00 _ __-____- I I +/- 50' TO I f T0161 AND (bIMTRY LN iN 50 0 50 100 150 440 Scale: 1 "=50' 435 430 425 420 415 410 405 400 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Pho.: 434-22]-5140 ChalloOesvllle, VA 22902 shimp-enginseNrg.mm U Lic. MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. SIGHT DISTANCE .� I SHEET C10 OF 13 C1� 42 Al A2 A3 4 AS m A 420 ro A5 A5a 3 i.A3 4 B1 82 42 420 41 eo I o + 410 lob 415 415 000 + � a N o m 415 415 40 o -0.¢ ROP. GRADE DO `V405 k z3 1-tin I ro� orom STANDPIPE w o- p 6; Y- -'6 M 410 410 FOR OUTLET z i-N-------- no_ - - - - - - - - - - - - - - - - - - - - 410 410 CONTROL TO 40 - - - - -� a a a <400 wot- I.,o = 8E RELOCATED z v z n 405 405 WITHIN MANHOLE 395 - 395 40§ 00 405 _ 400 400 __ --- ----- 40 400 390 _ 25.50LF - o ____-_- - - - 4% - - - - - - _ - - 117..58L - w-1-5'=HO w 390 395 395 24013LF - 15" HDPE 0.65% N - n n 0:67% m Nd MM 01 A - Z p RR 39�1 395 31 0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4+0365 rnrn 1-z >Z > 390 390 p o > z z M01qq ��qq mm >z 31 00 10+50 11 +06 ° N7 n z z 385 Nk 385 70 >z z 380 380 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+03�5 1 STORM PROFILE Al -A6 C11 1" = 30' HORZ 1" = 10' VERT 36 F1 LLJ0_ F2 360 355 355 D2 D3 A4 A4a A3a E1 42 425 41 o n cNti 410 410 0-�o r-� 350 350 p 40F o + 405 N 42 420 � a- _ 345 345 z3 405 z V) - 6 41 41S 40 Gi 1n 400 40 400 340 340 41 410 39395 39 395 - 7-52L- 335 335 Ell40 405 39 39.0 39 390 rn rn�e1€L e' 330 330 LO LID m `rn�A N qq�� M 38'a0i 385 BOTTOM 40� > 10+50 11+00 11+56° 38 z z 10+50 11+U0 5 25 39 > z o >> 3?1°+00 10+50 11+00 1+SUS j z > Z z 0 - z 38(� 380 5 STORM PROFILE D2-D3 6 STORM PROFILE A4-A4a 7 STORM PROFILE F1-F2 375 375 C11 1" = 30' VERT 1" = 30' HORZ 1" = 30' HORZ 1 " = 10' VERT C 11 C 11 1" = ro' VERT 1" = 10' VERT SHIMP ENGINEERING 3 LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 3i8+00 10+50 11+.00 11+50 12+00 12+53d° Design Focused Engineering 912 East High Sheet Phoos: 434-227-5140 Charl°OesNlle, VA 22902 chimp-engincering.com 4 STORM PROFILE A3a-El C11 1" = 30' HORZ 1" = 10' VERT fH� LD-229 Storm Drain Design Computations H 1300 Richmond Road �+pc CL v . S IMP �' Lic. .41183 CL 15 Ago to �2rG Z(j��11\\4`vvw'� I:�wss MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. 19.078 STORM DETAILS SHEET C11 OF 13 C11 CID I o- O_ P z- -x exr 1a o1 p MN. oaf x 27m -Y... _ zt -OJ a DJ a _0 J X X cNo 1DPE Zo2g�24`FPE ROPE ' 8- �.. - -Q � --Q Q K7/2"STEEL n n PLATE AT BOST - o 8 �Q� _n - `_o A NTAI o MINIMUM 12' SEPARATION - _ - - _�=- �,_ ��-� rn y� m � o � zz z z - _ a -- - P 0701 5- Q 3.21% � - � „ � PLATE AT n. BOTTOM z ��- - > Z -2 - 00 I - - m �j o 01N _ � ROP. GRADE pNj+ � N � z� 208.05LF - 15" HDPE--.r�0_65%. m z- - o z z m m N O ode WON 0 0 E =PROP. GRAD _ _-.-- HDP E � 6g oQ _ r oz O> > Z M z z O O p - � � N + 0 � f wod z 5w 0 FF ��;69% -. �i M 00 v �+ z - LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only a � G T c d Q U r c L d (n rn X 'E L7 p z 0 � M Aso _10 _yr�YSE�5 y�WSE�45 52' �N�E-345.4 340� HDPE- °' rim M M z z p-> From Point To Point Catch A (ac) Runoff Coef Inc AC Accum AC Tot Tc (min) Tot Int(10yr) (in/hr) Tot Flow(l0yr)(cfs) Up Inv EI Din Inv El Pipe Len (ft) Inv 5 % Pipe Dim (in) Pipe Cap (cfs} Velocity (ftIs) Flow time Inc (min) 1 2 3 4 5 6 7 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 0.10 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.00 406.73 115.66 3.69% 1.25 14 8.6 0.22 Asa A5 1.08 0.82 0.89 0.89 5.00 7.10 6.30 405.10 399.62 78.78 6.96% 1.25 18 13.6 0.10 E1 A3a 0.49 0.82 0.40 0.40 5.00 7.10 2.83 390.80 389.45 208.05 0.65% 1.25 6 4.6 0.75 62 B1 0.26 0.70 0.19 0.19 5.00 7.10 1.32 392.40 392.23 25.5 0.65% 1.25 6 3.8 0.11 61 A3a 0.05 0.77 0.04 0.22 5.00 7.10 1.59 392.03 389.45 117.58 2.20% 1.25 11 6.1 0.32 A3a A3 0.05 0.73 0.04 0.66 5.00 7.10 4.68 389.25 387.69 240.12 0.65% 1.25 6 5.1 0.78 A6 A5 0.29 0.89 0.25 0.25 5.00 7.10 1.80 402.04 399.62 20.17 12.00% 1.25 24 11.6 0.03 A5 A4 1.14 5.00 7.10 8.10 399.42 393.95 66.18 8.27% 1.25 20 15.5 0.07 Ma A4 0.14 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 0.21 A4 A3 0.14 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 6.09% 1.5 28 16.8 0:06 A2 Al 2.49 5.00 7.10 17.71 376.78 375.00 59.48 3.00°fo 1.5 20 12.6 0.08 CC -BA C g ENTRANCE EXPANSION JOINT I EXISTING OR PROPOSED V2 WIDTH OF ENTRANCE 5 0 � � 3' /�° �S•' A SIDEWALK EXPANSION JOINT ' FLOW LINE LJ ENTRANCE WIDTH 0 DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12 ISOMETRIC VIEW EDGE OF PAVEMENT HALF PLAN C �J WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. �� OX TO DAXNE X CHpARABOLD CURVE GUTTER 6' WIDTH OF SIDEWALK FACE OF 0 - - --__ CUID e.. !.. e' 1:. � . Ci. e. K.. 'e.' I:-' ':" G. • '. e' ' ^ .v ... Pend4 d^•= _•^ odR d.?a 4a 5�4 4' •dear CLASS A3 (H.E.S.) GONG. zz 129 MAXIMUM INCREASE W SLOPE AT MINIM 10' INTERVALS EY b`^ r12X MAX. SLOPE ... 3% MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8" AGGR. BASE TYPE I SIZE 21B BX MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER - BUILT CONCURRENTLY. ® FOR INITIAL CURB AD GUTTER ONLY. ® FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED. SECTION C-C F) FOR PEDESTRIAN ACCESS ROUTE - MMMM 4'-0" TRAVERSABLE WIDTH IS REQUIRED WITH A MAXIMUM 2Y. CROSS SLOPE. ® FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. © FOR CURB AND SIDEWALK ONLY - WITHOUT GUTTER. ® INDICATES POINT OF GRADE CHANGE. �VDOT STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (FOR USE ACROSS SIDEWALK) VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET I OF 1 REVISION DATE 203.01 1 SL-1 45 BARS a 8" D-C TYR. 0Sa- C C TYP. '�) I I I I l l l l �, r'•�� I � •� •, A A ik Son DIAMETER 9 A • �1 I I I I I I TT , Tl-TTTT-T :: ;::. TTT-.:.. PLAN STRUWALL CTHICKNESS VTURE SIZE ARIES PLAN m CLASS AT CONCRETE CLASS A3 CONCRETE SECTION A -A SECTION B-B NOTES' 1. THE STANDARD SAFETY SLAB (SL-1) 6 TO BE USED ONLY WHEN SPECIFIED IN 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 SAFETY SLABS SHALL BE 8' TO 12' 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 M" DIAMETER OR GREATER. 2. THE COST OF THE A-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N 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. It 5 BARS a 8' C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE CLASS A3 (3000 PA). PRECAST CONCRETE 6 TO BE M (4WD PSI). REINFORCING ' STEEL TO BE INACCORDANCE WITH AASHTO M31.� :y;. ,. . ;�'!;�:!:;. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30n SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT �VDC)T TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BPoD(E STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 108.14 •5 DOWELS, 8" LONG A EF AT 12" C-C `I1. CO, 5' MN. 12:1 MAX 12:1 MAX B 2' h 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 ' 20 :1 48 INN, SECTION A -A ERMISSELE CONSTRUCTION OINT SECTION B-B z a B DOMES IOF 4 FOR DETAILS NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 5 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. Y b 3 N N o q U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK CG-12 IS-1 SHAPE TO CONTOUR OF PIPE - SHAPE TO ELEVATION OF MO -FONT OF LARGEST PIPE. •7•. 9 v- SLOPE TOTM N TO INVERT OF SECTION A -A METHOD OF TREATMENT IN DROP INLETS SHAPING OF MN4HO1_E AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PPE 6 ABOVE INVERT OF TO INVERT OF STRUCTURE. �j TOILET PIPE MANHOLE DROP INLET 6 TO BE FORMED AND CONSTRUCTED ` ACCORDANCEIN WITH APPUCABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IN TO CONSIST OF A DEEM B ND CEMENT AT T CONCRETE MIX CONFORMING TO CLASS OR CLASS CLASS C7 EXCEPT THAT 25F OF COARSE AGGREGATE MAY / TO 4M LIP TO DIAMETER AND CONSIST OF STONE, BROKEN BRICK. I BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET 6 TO BE SHAPED - - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AD FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VDCIT STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SPEgFDA REFF3E1 � 5D2 ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DB.OB PB-1 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 rrrrrr rrrr rrr /rr - - � r //ui rrrr r/rrr/ rr = I r err/r I r f�f •r/r n rr rr EARTH _I /lr O r ROCK OR _ /i O rr EARTH �LIELDINC o = II 0 - o - - � BEDD% c MATERIAL a IJ 3 - c MIN. 1/10 D X D X BEGGING MIN. 1/10 O % D % BEDDING IN. 1/10 D MATERIAL MATERIAL X D X IAA. 8ERMAX 2% FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION I OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE IN, 1.5 v 0 MIN. 1.5 x D MIN. 1.5 v D MIN. 1..5 x 0 MIN. 1.5 x D MIN. 1.5 x D oI i0P OF FILL TOP OF FILL TOP OF FILL x t ''r'l ti rr/rr/ I /rr/r/r :•}•1.1•.1x'• - �- 11 •'ti\{1 //r/r J/r/r : •111•• .; • •; r/r/rr. rr/rrrr •N::::.. rrrr/riN/r/rrl r/rrr/rrr/r/X - - - ;,+i;.}•r,� frr •rrr •}. •.>ny ^ c tyrn.•.;:•y r (rr i • :i•:.{ rfr -':•:titititi�.' r///r rrrr :ti; _ : rrrr rrr - ^:•ia??•::?i•}Fir:• - � � = rrrr/r////lrr r/rrrrr//rr/r //r/rrrr//r rrrrr/rrrrr rirrri/r/ :•• r r•�;: CROUNO - 0 •;}•":• 'Y•:•�;:; -- : ::•; rrr rr +-: / r;}{{:•} GROUND + = r//Nrr//r rrlr/rr/r O /r/r/rr/r _GROUND O -',:;N .o •f,. LINE - L• �IAi M1 - - o • LINE -_ _ ''�r o r _ - -LINE - III :.: •n x i EARTH _ - _ 1 ROCK OR I� - MIN.1/10 p - UNYIELDING / I� - � - ^' MN. V10 0 n BEDDING iI xt�. EARTH MIN. 1/10 O % 0 x BEDDING MATERIAL Vi• PER = SOIL Y' OF H X D X MN.8". BEDDING MATERIAL MAX. 24•' MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ® SECTON 302 BEDTIMATERIAL OFF THE ROAD AND B AGE ® EMBANKMENT NOTES: SPECIFICATIONS. Q��QQIIN ACCORDANCE IREGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERA NOTES ON PIPE BEDDING, WITH SECTION 302 OF THE ROAD AND BRIDGE µID OF PIPE CULVERTS STORMLSEION % WITH SECTIONAL 302 OFT THE ROAD AND BRIDGEI NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET tOZ00. FOR ALL OTHER PIPE REGULAR 02 FkL E ROAD CRUSHED GLASS CONFORMING TO THE R PAST C PIPE ' ® WITH SECTION 302 OF THE ROAD ® ' N ACCORDANCE SE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR KFIUL MATERIA, AGGREGATE SIZE 25 AND 26 MAY 'BE L 12" OF I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. L IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE VICE S SPECIFICATIONS. \VDOT A COPY OF THE ORIGINAL SEAED AND SIGNED DRAWING IS ON ILE IN THE CENTRA OFFICE. SPECIFICATION IN STALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 1 a :A .a SEE NOTE 4 •a..a� a . .a A -.-A - 4" ,/2" RADIUS r 'A ..d a. CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST INPLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING CB) WILL BE PAID ROREAS RADIAL Cl(RALBONG 4. 21" DEPTH) ►TNHE DEPTH OF CURB MAY BRACES REDUCED AS MUCH AS 3" WITH DTHEER TAT THE BOO TO OF THE PA OF CURB ILLMUCH AS 3" ( OINCIDE CUB5TRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT N THE PRICE END IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. R 5. CG-2 IS TO BE USED ON ROADWAYS IMNEETING THE APPENDIXEATOF TURFS VDOT ROAD DESIGN MANUAL SURFACE BASE SUBBASE WP-2 2T R D NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AT IF CAST IN PLACE. 4000 PA IF PRECAST. 3. COMBINATION CURB M GUTTER HAVING A RADIUS OF MO FEET OR LESS (ALONG FACE OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABLIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO TFE SLOP SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALOWA9LE CRITERIA FOR THE USE OF CG-6 6 BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL 1,.2 . V11 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION A Flu' .' 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 % 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 4. 'a - LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1.5" OF SM-9.5A 2" OF BM-25 0�000�00000o0o00 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE 1 ) PAVEMENT SECTION C12) Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 0 0 0' o 0 0 0 o o #4 BARS AT 12" 0. C. O O O O O O O O IITI IITI COMPACTED `�COM ACTED SUB SUBGVDOT RADE TO BE FIELD VERIFIED 2 )DUMPSTER PAD DETAIL C12) Not To Scale EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE--_----- PROPOSED SUBBASE -------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE I/ PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY E ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOUREME14TS OF SECTION 315.07(0) OF THE SPECIFICATIONS. XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REF HENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 3� 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 Sheet Pho.: 434-227-5140 Chad. tesNlle, VA 22902 chimp-enginseHlg.min U Lic. MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 FILE NO. SITE DETAILS 19.078 REFERENCE CG-12 DETECTABLE WARNING SURFACE 105 TYPE B (PARALLEL) APPLICATION REV. 7/05 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 SPECIFICATION REFERENCE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REVj9./O6 SHEET C12 OF 13 C12 DCACCE E V N t SSIBI F IHe E A R7-Ba WAN AccfsvaE VAN ACCESSIBLE R7.8b VAIACCESSABIE II� PNBQMAPR1CNTp1 DIRECTIONAL APPLGATI(e GDLOIS LEPE10 -GREEN (RLTROREFILIFUNE) OR BLACK COLORS LEGEND -WHITE IHETNORERECTMEI 81C001111D-WHRE (RETRORERECI1VE) BACKGROUND -BLUE IRETROREFLECINEI A R O D E E G H J K L IP O 775 &78 IS 15D 5 10 IS71 1189 Ito 18 9 375 43B '1_ffi 20 1 150 2493 &7B4 15 SEE SHEET 3 OF 3 FOR IFS A S ^ SP( BEARING PLATE DETAIL AFC- 1�_QJI.. _ i-SEE NOTE 6 f -1 C (TYPE I ) Lg TWO SECTIONS OF W-BEAM RUN ON ONE SET INSIDE THE OTHER DIA EXP. ANCHOR Irse-A PLAN BOLT 6" LONG DIA. EXP. ANCHOR (FOR STANDARD GR-FOA-1, BOLT 6" LONG WITH TYPE II RUN-OFF DETAILS, WAS SEE SHEET 3 OF 3.) I SYz' [3--B �-_B P� ZREFER TO STANDARDQMC 4D U 4 D-�I-L-- I i U i i II i II i U I I — I I I I L� LJ LJ LJ 3 4 5 6 THREE DIA EXP. B ANCHOR BOLT 6" LONG WITH WASHERS. 1 2 ELEVATION NEW BRIDGES - ATTACHMENTS ONE WAY TRAFFIC - RUN-ON, 2-GR FOA-1, TYPE I - RUN-OFF, 2-GR-FOA-I, TYPE It TWO WAY TRAFFIC - RUN-ON, 4-GR-FOA-1, TYPE I EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. TWO SECTIONS OF W-BEAM (e, ONE SET INSIDE THE OTHER. 5. MAX. 6. MAX. HP-1 sow I. MAX. W-0" --.I OBIPE FOR RAILS 1" RMROAPOD (TYP ORSMOOTH IIIT STI ROO PPE. I I (T9G.1 t 0vcW 1/e" O.D.X R EA STROHG PPE FOR POSTS I 34°-3e• NAIL MAX. T-3• NAx. A/- WDTH of oNE TREADdJ"XSER A RE AT EAGN BOTT GROUDINC ELECTRODE CONCRETE MORTAR RUBBLE CONCRETE HANDRAL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRAILS WALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS NSTALLRTNIN TO BE IN ACCORDANCE WITH STD. FE-S. FOR Al DUALS AD DIMENSIONS NOT SHOWN SEE ST'D. FE-CL. STANDARD FELL S3OD [ SRI i t GROUNDIM IF Emo CIOLK MDIIP /11 POST I ELECTRODE`*SFmSF 4" COVER 0. ETIL TSLEEEENENOEF fN HALL Dbl R (TYP.) Ig„ yM.M. _ " '* 4 END OF RETA"WG WALL CONTRACTION JOINT IED'D. RW-2 RETAINNG WARE tit i,+ b{ *� + f,F1'F ALTERNATE INSTALLATION ON WALLS F 4 ' +{ .F .gip►k }� •! THISE3HHAANNDRA�IL ISR1TO WE USE tXINIYWI�ASS A PRNpDTNECTION FOR PEDESTRI,WS AND SHOULD Y vEWCULAA N iGT�FaR to 8' AAYUI VEDEHCULNt PLPaOT�ECOTION STAIDRa CUIFIEWIL�SHO B USMI CDONT T HaIcl OE O B BE I ACCORDANCE WITH THE LATEST EDITION OF THE visci UNIFORM STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING Rev.7/" tXl4 VIRGINIA DEPARTMENT W TRANSPORTATION 601D5 CR-FOA-1 MINA SPACES GR-2 OR TERMINAL END TREATMENT NOTES: 1. FIXED OBJECTS MAY CONSIST OF BRIDGE ABUTMENTS, PIERS, RETAINING WALL S. 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 AND/OR RUBRAIL. 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 SED WITH THRU DRILLED HOLES AND A TH" BEARING PLATE ON THE BACK SIDE OF E BRIDGE PARAPET OR TERMINAL WALL. 7. DRIVE NAIL WITHIN 2" OF THE TOP OR OTTOM OF THE BLOCKOUT AFTER IJ " X 18 BOLT IS INSTALLED. 9 8. SEE SHEET 3 OF 3 FOR RUBRAIL BLOCKOUT DETAILS. BRIDGE TERMINAL OTHER FLAT STRUCTURE n NO 10 ;D GALV. STEEL 10D n N >' A COMMON NAIL. ri - SEE NOTE 8. o A•e y m 5,%,1 ID I SEE NOTE 6 A 1 BOLT &ARNUAIL I SEE NOTES 4 & 5. I I e or I_ J L J SECTION C-C SECTION A -A ITEM MATERIAL/SPECIFICATIONS/NOTES GUARDRAIL BOLT AND O RECESSED NUTG O STANDARD 6" x 8" WOOD POST AND BLOCK O STANDARD W-BEAM TERMINAL CONNECTOR O STANDARD W-BEAM RAIL 0 %" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR-HDW) ©RECTANGULAR PLATE WASHER (SEE ST'D. GR-HDW) Oj BENT PLATE RUBRAIL (SEE SHEET 3 OF 3) OC6 X 8.2 RUBRAIL (SEE SHEET 3 OF 3) X B' X 7-6" LONG WOOD POST & OS" 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 W-BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AN REFERENCE `BRIDGE STANDARDS 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 I EX. EX. ,ICI A l Tl LC I FENCE POST' SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. SLEEVE-ITTM 1224R LID CAP UNIT SLEEVE-ITTM' FRONT DEEP (12"0X 24") DEEP CUT THE GEOGRID AROUNDTHE SLEEVE FILL SLEEVE WITH SLEEVE -IT' SYSTEM HALF REAR 1 CONCRETE, SET AS NECESSARY SLEEVE HALF FENCE POST. x SRW UNIT •,I STRUTS COMPACT TO 95°k MDD REINFORCED PER ASTM 0698, 13ACKFILL ZONE 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-ITT14 1224R N.T.S. ASSEMBLY & INSTALLATION 1. Simonet -The Sleeve-ItTM post foundation system shell be purchased and Installatl by the rateming well codtredar to ImporteM Nob: Backfiil soil as prescribed by retaining Well mendacturer. Backfill materiel above and surrounding the bdilttata home fence post Installation. Contractor shall verify, proper spacing requirements Firm W Installation. Sleeve-R"' system must be comuded to a mlMmum d 95%ofthe matenel's maximum dry density as determlrred by ABTA 2. Assembly & Installation - Refer to Ifor uct ons provided with units for specific Information related to the assembly of the 0.688 (Standard Proctor). Bacchil and compaction withd three feet of the wall face should W performed WIM hand operated Sleeve-Itw system and Me correct installation procedure. When the segmental maturing wall has been constructed to two equipment as recemmended by Me Nate al Concrete Masonry Assxietion (NCMA) SRW guidelines. Care should be taken fact from top not Including the cepstore: during Me And 68' lift W avoid affecting the integrity of Me struts ¢Mending back Into the bedrfill zone. Step 1: Prepare a level eras appmxlmalely 2V wide x Wr deep behind the well face. The prepared area should be 24' Repeat Above Steps for next Sleeve-IlTM unit below Me proposed Wp ewall (not including Ire tap sire). Stap 2: Take the two sleeve halves, one ford, (no stab) and one back (With slots) shot by them on a level surface with Me IN When metalling fendng, posts must be conical into Me Slceve-It^' cavity. (smooth fingers) and the OUT (raised fingers) opposite each other. Interweave to tiro sleeve halves by pushing to IN Fence posh shall extend a minimum distance d 18' into the alarm W ensure proper engagement with Due Sleevalt^ finger sets under the OUT firok seta. Flip Me sleeve over and follow the same procedure on Me oflo"ide. Stantl Me unit system. All posh must be on Me 9nhoed' side of the vertical portion of the whoever Mere. Oo not install posts between yertmlly and use the tiro plastic has W secure the sleeve halves Into a cylindrical unit. vertical IN and wall Dote. Fit cavity completely with concrete. When concrete cures, "oil or other surficlal cover may be Step 3: Place the Plast srl coated cantilever base on the prepered arse with the veNcal upright about W from Me oil nt Me placed over rim Sleeve-dw system W create final, finished appearance. block. Step 4: Slide She sleeveover the vertical IRS (Me uncoated poridn)With the slonetl side of the sleeve facing away from me The Sleeve-Itn" product a hall be evenly spaced no father egad Man lO feet on contain in any Fees. Use of to Sishe t"' well Ends. system is limited to Me following fencing applications: Step 5: Slip the uncoated end of soon "through Me slats located In Me beck W Me Maieve and connect Main W me - S Riot high and under chain link fences - 6-foot high and under wood fence with gaps M omen boards Wpmcet transverse bar on the vertical IN inside the sleeve. Connect the coated ends of the struls W Me posted base - 6-foot high and under beilustri PVC, steel, aluminum orwmught iron forces. portion of the steel cantilever on be second transverse bar from the mar of the base. For other fencing systems specifically not reefing Mass choice, drntacl Strata Systems Inc., to determine Step B: Reprsltion the more system as needed by liing it using the top transverse bar d the vertical portion of the steel suitability. 1(BOO) 00-7750 or small8ineb�gBOgrilcom cantilever inside the sleeve after assembly. Make sure the wall batter for any remaining coupes of block is accountetl for when positioning Me Sbeve-6TM in its final Iodation. rial may be tto si 'n for crm li n to Maspecifications. p rg ALL mete y sublet its Noting pace above Step 7: Place enough XV dean atone around the system W stabilize R. Set Me lid in place with Me handle perpendicular guide t ahnsas carmor guotefoensure that MB need Sleeve-ItTM Is pleCetl with Ma pr thespWell ten Use le ash FOR MORE INFORMATION CONTACT: proper spacing requirements directed by the fence speosurfing Requirements STRATA SYSTEMS INC., �� ��� Step 8: When installing geogrid around the Sleevai-It°" system, slit the geognd perpendicular W Me Wall faceJust enough W fold around to sleeve ensuring Metre grd is properly atledred W She well face everywhere with Me exception of Where 1-800-680-7750 Me sleeve Is. This method Is acceptable by gent rld manufacturers when obstacles such as fence post foundations are OR present. strata@geogrid.com DATE: 12/15/2007 SCALE: NTS DWG NO. SLEEVE-ITTM' 1224R SECTION 'No ra--"r�lfli� NEW I S ACCESS EASEMENT I 1 Ex. DI NEW SWW EASEMENT/ EX. OIL,_ )BO M. 78-6 a T.M.78-7 LOT 7 a °� LOT 8 5 ACR S a ro OW 13 0 W m I 5_59 ACRES (DOES NOT INCLUDE j j W l y MON LLC ADM OVERLAPS OR GAPS) j 527 —714 FLOW 1300 RICHMOND LLC j = 1-454 PLAT D.B. 5272-714 /I a D.B. 1168-546, D.B. 440-37 PLATj e M NEW ACCESS E D.B. 229-569 & D.B. 201-454 Fj1_7T $® MH // EX SAN MH j Cf. EX. ONE STORY I & BLOCK BUILDIN�AL I I. 3 #1290 � EX SUARDRAL o/uN NNG —x —* — / I I pp01LNL NEW 10' Sw1A CND — / — — - U. ROPE FENCE o Su-3 X. TU _x il SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 434-227-5140 ChadoDesdlle, VA 22902 shimp-enginee ing.com U Lic- MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 1) 2020.06.15 2) 2020.06.22 [ARB] 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] 5) 2020.10.22 1 L\\\\\\\\\\\\\\\\\\\\ SIGN + I r p N A d ♦ ol�flp EX OI O X DI.(g1SSIaL 1J ; FILE NO. ACCESSIB // A� 19.078 J ^, .. �.o.�.,-.�SdD9:$BL: ., • `- ,. N89 46 W �1LL:.� O". ;� . 4 SITE DETAILS SUS PONT SEc NNINc1 sO �� 1 TRUCK CIRCULATION . ARSE VEHICLES TO USE CENTRAL ENTRANCE I. N-�— 1HR000H SITE TO PANiDPS CORNER WAY G13 SCALE: 1"=50' SHEET C13 OF 13 C13