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HomeMy WebLinkAboutSDP202000018 Plan - Submittal (First) Major Amendment, Final Site Plan 2020-02-21MAJOR SITE PLAN AMENDMENT LEGEND EXISTING 0 10 NEW 311.5 x 311.5 TC x x' 311.5 TW x x' 311.5 BW x x' X X -0- --o- m m OHU OHU UGU UGU O OO q q NEEL- O OO _ _ L S S -W W O O 0 0 A A DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE 1300 RICHMOND ROAD - FLOW AUTOMOTIVE OWNER/DEVELOPER Owner: Flow 1300 Richmond LLC 500 W 5th St, 18th Floor Winston-Salem, NC 27101 bthomas@flowauto.com ZONING HC - Highway Commercial Entrance Corridor Amendment to SDP199500042 With SP199400004 SETBACKS Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of the right-of-way): Building: Min - 10 feet, Max - 30 feet* Parking: Min - 10 feet, Max - None *None on any lot abutting a principal arterial highway or interstate Side & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District): Building: Min - 50 feet, Max - None Parking: Min - 20 feet, Max - None Side & Rear (if abutting lot is zoned commercial or industrial): Building: Min - Accordance with Building Code, Max - None Parking: Min - None, Max - None MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE TMP 78-6 : DB 5090 PG 504 TMP 78-7 : DB 5090 PG 508 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (01/07/2020) w/ portion from LiDAR retrieved (01/30/2020) Delineation of LiDAR & Surveyed Topo Shown Sheet C3. BENCHMARK Datum for topography is NAVD 88 Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005, (Community Panel 51003CO287D) a portion of this property does lie within a 1 % annual chance floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. All sanitary lines on site are private. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 35 ft EXISTING USE Automobile Sales, Services, and Display PROPOSED USE Existing Automobile Sales, Services, and Display w/ Additional Building and Parking Lot Area Maximum Disturbed Area: 3.75 acres LAND USE SCHEDULE EXISTING Area % Building 39,330 SF 6.8% Pavement 218,787 SF 37.8% Sidewalk 5,334 SF 0.9% Undeveloped 315,799 SF 54.5% Total= 579,250 SF (13.30 ac.) PROPOSED Area % Building 51,686 SF 8.9% Pavement 233,216 SF 40.3% Sidewalk 4,550 SF 0.8% Undeveloped 289,798 SF 50.0% Total= 579,250 SF (13.30 ac.) PARKING SCHEDULE Automobile service station and truck repair shop: one space per each employee plus two spaces per each service stall. 41 service stalls provided, 2 employees per stall 164 parking spaces required 196 parking spaces provided Motor vehicle sales, including automobiles, farm equipment and trucks: one space per 1,500 square feet of display area. 57,880 sf display/sales area 39 parking spaces required 46 parking spaces provided Loading spaces: one space for the first 8,000 square feet of retail gross leasable area, plus one space for each additional 20,000 square feet of retail gross leasable area approximately 57,580 sf retail area 3 loading spaces required 3 loading spaces provided TOTAL REQUIRED: 203 PARKING SPACES, 3 LOADING SPACES TOTAL PROVIDED: 243 PARKING SPACES, 3 LOADING SPACES (INCLUDES 7 VAN ACCESSIBLE HC SPACES) ITE Trip Generation Trip Generation Manual, 10th Edition AM PM Use Description I ITE I Qty in out Total in out Total Automobile Sales (New)l 840 141Service Bays 52 45 97 61 69 130 Total 52 45 97 61 69 130 Trip Generation reflects AM and PM peak hour traffic. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 =2000' Map provided by Google.com SHEET INDEX C1 COVER C2 SITE OVERVIEW C3 EXISTING CONDITIONS & DEMOLITION C4 SITE PLAN C5 GRADING & UTILITIES C6 LANDSCAPING PLAN C7 LIGHTING PLAN C8 SIGHT DISTANCE C9 SITE DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com U JUST SHIM �Pw' � a oJ1.483 fk71k,VS,JONAL E�01 MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. COVER SHEET C1 OF 9 19.078 C1 I l/ \ T I` \ I II THIS PROPERTY CORNER IS APPROXIMATE ONLY. n PLATS OF RECORD SHOW THE PROPERTY LINE RIP TO FOLLOW THE STREAM. HOWEVER, NOTES a RAP o IVoN SURVEYS OF THE ADJACENT PROPERTY STATE ROT, N THAT THE STREAM WAS RELOCATED AT THIS FOUND -, y" CORNER BY VA. DEPT. OF HWYS. NO 0 h EVIDENCE 7.94 �N y OF THE ORIGINAL STREAM LOCATION EXISTS. o THE CORNER PROPERTY LINE SHOWN HERE ON — ' \ h IS TO THE CENTER OF THE EXISTING STREAM. / IRON FOUND moo' T-M. 78-BB 1 51 ' OFF LINE \ T.M. 78-5801 PANTOPS CORNER, LC. D.B. 4358-684, 688 PLAT 100 YR FLOODPLAIN PRESERVED SLOPES LIMITS OF AMENDMENT T.M. 78-5A PANTOPS CORNER, LC D.B. 4358-684, 688 PLAT \` g T.M. 78-58K / WILTON, LLC JAMES A., JR. & PEGGY W. DETTOR / D.B. 1130-125 D.B. 3713-419 D.B. 1198-307 & 308 PLAT D.B. 2700-317 PLAT - - "° D.B.391-296 PLAT / v y v - _ h / `vv� D.B. 201-455 PLAT PROPERTY LINE IS SHOWN AS wo �o' / �S THE STREAM ON PLATS �' °� M N �� GAP RECORDED IN D.B. 201-454 & ti/� �'� a ti� »pr, D.B 1198-307 & 308 S / Sy 0.038 ACRE v v �OVERLAP OVERLAP L1 L2 L3 L4 oCn GAP 'rA>r \I \ \ T\ \ \ \ \ ------ - - - - - -- - - - - - - - - - <S "B" 0.008 ACRE —x— — — — — — — ---- -- ---- 0.002 ACRE 0.008 ACRE EX. FENCE ,---- ! V I A A 1 A `V A - �� ��✓ i -IRDDt FOUND S z - w \ A V A \ _ / \ ---- i L81 L NT (D.B. FOC GRAPH COMPANY OF VIRGINIA EASi`M� / 1 ` �� �TELEPHONE AND iEtE �� �i - - 9 x -� - -- V A �\ AMERIOAPI- 980=4 'r BOUN A _ Lt2_ v L14 -Cv w \ \ \ - - - _--� / - Y LINE As - - k13 _ _ �x L75 V A A \ V �- -� _ IN SHOWN Zip V IRON FOUND IPi 0B' 440 �N '�/A —36D- - \X CONCRETE APPROXIMATE „ A�AERI�gN 31 T b?L�ORO ` T. MONUMENT LOCATION OF TELEPNONG ---- -- -- 20' SANITARY _-- AND TELEG \ ` L17 k �� - SEWER EASEMENT ^- ,;, i� °'` "T- RgpN CCA i -(D.B. 1549-598)--_�� �/ / 980_4 ANY OF /T�T _ /_ EASEMENT ----'' - UB Ak -` -360— — 1 / h 100 FL0 OF LAIN L19� _-^ EX -RIP RAP �. -- ------ � - T - a \ - — J _ - �� v v v - --- ------ _ ---- ---- _-___, � \� `� ` \ ` -100 YR FLOODPLAI 1y- ` �. __ \ I IRON v _ FOUND - \T �\ \ --\-----_-------------------' �. /'� -� --_ __---_.-----_--------_ 20' PRIVATC� �\ �`----_� - ----- DRAYAGE EASEMENT (1-6. - - / 3619-216, 2'fg-PI-AT) T` -590 --4�00DPLAIN / - -- _ 350 5 PE------�i I 1RN�IANENT CONSTRU'C�N �� A `� v ` ` --� -� n / / ! - - ---- - - /■I AND GRADING EASE-M€NT \\ \\ - - - - - - ,�' / j 15" CMP (D.B. 4553-473) -� � v � ` � - - � ----- J � ` - IRON I I � v v� `v v �- -v Av` ` `� V �- - ---- --- / 1 EX. DI FOUND ■ - - - \ v V `v v - - V - --� --- ------ m EX. DI - - - - —360-- — — �3 --.78-7 \ V v A �� A ` - -- LOT 7 \ -- , . — \ _--- - ------------------ OT 8 "N - - ■�I \ �� -- — A \ 360— /� ---- m ---- ------ - ■ \ - - ¢ - -� . CRES `v �� --, _ -' -- - - - - - - I vv QV� y�00 - - ----- ---------------5_59 ACRES (DOES NOT INCLUUE �^ - - -� OVERLAPS-OR_GAPS) - - - - - _ --- ....--------- FLOW 1300 RICHMOND LLB-- - ,�A-D.B 52-72-71 v-_----� ,,- -------------- - - / - - -, 37D- - ---- --- I -- QB _ 5272-714 I/ �D.B: 01-454PLATv ,, --- - - _ - - I ---- - - I _ D.B. 1168-546, D.B.-440-37_ PLA� ------------ ---- --- -- ---- 1 > / B.-�2�-569 & D.B. 201-454 PLf� SAN MH -- -_-- a� 390 _ ---- -- ---� _ —------- j� SAN MH MANAGED SLOPES T --\`\ _-- - `-- - �--- --' -_ - \I'I J E& BNEGKTORY METAL � __ _ 1/ •,A�� -- - - -- i y� \ BUILDING I 0 Ir - ---_ Moot 47 x�� �3 TC0 PARTNERS _LLC —5 —---- --- �.8�10 713 _� s —5 �— -- I II I z Ex. M — - 1 T _ \ - _ D-B. 36���fi9 THRU 578 IIIII I 410J EX. 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LP x �„ IIII o IIIII�IIIIIIII E . 15 Ex t2" Ex. ts" x. 2" �II IIIII III 0 K T.EE / OA TR E CA TR L JAK THE Ill III A� / ,� x- III IIIIPROXIMATE LOCATI N 0 � STOP ■' � - IIIIIII I \,V-�%N-�NPAL�\EIEE�kHJOE C PA Y � xSIGNGIN E M T .B / 3 7-5 SHP.0 5�. CON WV 4 4 PO (LP) EX. LP Ex LP X. LP 0 I --- - LP �E 4 Ex. -0- E 01 EX i EX. Po ���� v� �Rs Rues o Cb�� -- - -- ��r v -Ex -,',UHNL1 11 EKE - - _ APPR�(IMATE LOCATION OF -- --- 'r� F _ _ ; \ _ f.OMBINE'Q UTILITY EASEMENT. __----- _._- _--_..-_ __--_ - j� � FOR ,GC�IVTE4° — \ (D. ?1168 546 4 USX Ek.. 0� E �UN - - N- - Hp � W89'3846 LE KLPT E`O K T E0 It 9T EE / SET ( OINT --(-Al TREE AI< TREE OAK TR •p0 / / / / 0 OAK TREE APPROXIMATE LOCATION OF 20' BEGIIjNING) WATERLINE EASEMENT o I I 1 \ \ \ (D.B. 1549-598) 1 R = 1 88.92' \ APPROXIMATE LOCATION OF\ L=242. ' 1 VEPCQ CENTEL & ASCA . S. R O U T E) 2 5 O C=242 53 (D.B. 1327-145) �� RIC OND ROAD VARIABLE i W H R W HWY / P.B. XI-200 - � D.B. 11 � 46 -- � _ 1 I \ I � ��-- IF � � 22956J-/+�/- J � 1 D. 229-56 -I I TOW► AND COUNTRY LN \ \ LINE BEARING DISTANCE L1 N89'13'28"E 16.95 L2 S74'50'04"E 22.88 L3 S88'50'19"E 47.65 L4 N89'09'36"E 28.51 L5 S54'27'37"E 21.14 L6 S45'14'43"E 25.86 L7 S60'42'33"E 7.93 L8 N75'32'00"W 162.81 L9 S75'32'00"E 58.18 L10 N79'30'14"W 46.20 1-11 N60'42'33"W 12.51 L12 S79'30'14"E 10.26 L13 S87'07'09"E 40.46 L14 S62'11'08"E 19.35 L15 S35'05'12"E 6.74 L76 N75'32'00"W 73.82 L17 S75'32'00"E 37.19 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com -,r,p,LTH �A v JUSTS HIMP Y c. 6 45183 ��`SSj�NAL ' MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. SITE OVERVIEW SHEET C2 OF 9 19.078 C2_ YR FLOODPLAI — —' 350 v 00---- _-- -_-_- __ __ 20 PRI T&, v� \ v Av v A v A V A\v vvv vy vvv vim— C O� //-�% - --_ Df�AC --- --_ —� — - - _ ---v 64 21 , -P A_F) - \ A 00 V A v L A A v A V \ V A ------ ------ �� — --- ---_— v - 3 — 6 21ZJ CIV 'S00 Y FLOODPLAIN 4�6Z— vv �v V TV A �\ \ V vv vv `\ Av \vv �� �� 350— _ I 15' FTRMANEN �ONSTRU�TlC�N v \ v `� vv �� A V vv v _ — — — /� -/� ^� - - - I / p AND GRADING EASEvM€NT v v vv vv vv v \ vvv v v vv vvv vv -_ 15" CMP � 01 / v I/ O (D.B. -45-53-473) IRON p v -- I p EX. DI FOUND � p \ v O --- — — / EX. 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GA — M — _ � FOR VEPCb, (!DTTE+_S 410 — — — — � �_� � cns cns T s 4cns, — — . , S( (D.B-\1168 546) c As —cns—cns-�—sAsx �c s — — — AS 0 420- ---- EX. E��—� oHU 0 off = � x + / --� w�- u ucu—ucu— u ucu ucu—ucu— u 0 ucu v cu uc_ucu EX. 15" x I zn� �N85'38'46 u k X KLPT E E 9 LE EXI. 15' AEX —12" EX. 15" EX. 12" OAK T EE / OAK TREE OAK TREE OAK THE / LEGEND EXISTING PAVEMENT / GRAVEL TO BE REMOVED EXISTING PAVEMENT TO REMAIN SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com N,LTH �F v JUSTS HIMP Y c. 6 45183 w 4 SjoNAL ' �G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. 19.078 EXISTING CONDITIONS & DEMOLITION - „•; �� cum u cps u 0 K T EE X N NA �,�_. VIBURR� GM SHEET C3 OF 9 y TBR 1 OAK TREE IAK TREE E� OAK TREE uco 'ucu "� y uGAS� / OHr� SET ( OINT OAK TR 6cv ubu� g— - c� �A$ / 0 \ / _ _— ,' / / BEGI NING) I I I ti�-=��� -� 30 30 60 90 APPROXIMATE LOCATION OF 20' I I II 1 _ �u.oc� a i WATERLINE EASEMENT o I I \ / � u , f i ' (n R 1r,4Q—SARI I 1 0 /---� E L Scale: 1 =30> T.M. 78 ITOPC CORNE, D B. 4358 ,n0 nl NEW DI-3B 0 0 Ln N 24.00' PROPOSED PAVED PARKING AREA R 4.00' - - 18.00' NEW DI-3A 0 B NEW DI-313 ry' 00 r7 rn 1- 24.19' 1 o 18.00' o O RET Wf W O U z LOADING z o EX. MH O�' �O R EX. MH Ij X Q W Q D_ J D_ 0 J Q 3.: cn EX. GM ti EX SALES & r - E NEW 10'x18' DUMPSTER PAD W/ ENCLOSURE RETAINING WALL 00 14.00, LOADING SERVICE I NEW SALES & FFE 420 TO SERVICE FFE REMAIN cG- 1 416.35 4, 850 SF .:S� .VICE I SERVICE 4,850 SF E EPTIO RECEPTION FOOTPRINT FOOTPRINT FOOTPRINT 12.00' CG=12 EX DI R( 566 2 VAN VAN ACCESSIBLE TURFSTONE PAVERS OR G-3 MOUNTABLE CURB ACCESSIBLE o HC PARKING SIMILAR FOR SIDE HC PARKING 0 SPACES VEHICULAR ACCESS SPACES N EXISTING DISPLAY SPACES TO REMAIN (NOT INCLUDED IN PARKING CALCULATIONS) PO (LP) EX. � EX. LF EX. 0 E OHU OHU OHU OHU OHU — e OHU OHU - N89!3-EV46" W 309.5�i' G PROPOSED PAVED PARKING AREA 00' NEW DI-3B S� 0 O �R ONEW MH TOP —1D117 .16 nn'-1-20.00' - Q CMP RIS3 APPROX. 5,000 SF F2 DETENTION POND. FURTHER DETAIL TO BE PROVIDED WITH VSMP. OC/O SJ A3 0 0 EW DI-3C EX G 0 X. POLE I WV1 w� / EW M / NEW DI-313 A6 0 0 NEW POLL 28.72' X. 0 ,TOP o ,IGN o o I X. � AILBO 0 4R 24.00, - ' �R 0 NEW 1" W 0 9 X. CN STOP SIGN W O• O FH EX. -0 EX DI E LP D2 DI EW DI-7 T o O ' x 30.00'- OHU OHU OHU OHU X. P E OHU OHU 5.02= N897 1 VAN ACCESSIBLE HC PARKING SPACE OmoEX. BOLLARDS.00 EXISTING PAVED PARKING AREA 1 VAN ACCESSIBLE HC PARKING SPACE .00, I� I Wy EXISTING SERVICE FFE APPROX 414 TO REMAIN 37,950 SF FOOTPRINT EXISTING SERVICE FFE APPROX 404 TO REMAIN T.M. 78 9 TCO PARTNERS, D.B. 471 0 71 ,- D:B. 3657-569 THR PEAT D.Bo 33 39-70" 7n4 TPni 1 707 P SHIMP ENGINEERING X D LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT Design Focused Engineering X= 912 East High Street Phone: 434-227-5140 trM'P,STER,- BOLLA IDS Charlottesville, VA 22902 shimp-engineering.com AD .0 CLOSURE T BE ADDED p,LTH �A LO o J 24.30' 16. 00 1-1 W w v JUST SHIMP Y N J,�c. 0.45183 ,i � r 00 Cp 6? 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SITE PLAN SHEET C4 OF 9 19.078 C4_ f\ � v vv v � vv vvvv � V� � vvvv V v 00 YR FLOODPLAI \ \\ \\ \ \ \ \ \ \ ------ O��i� — — — — — — — FOL — —_—_------- — _ — /� i —350y APP_R_0Xr5-0010-SF-- F2 = - _ --------__ --%2"-E DETENTION POND. 60 \\ \ \ \ \� \\ \\\ �FURTHER DETAIL TO - 70 // i DR-AfNA`GENT-- / ��<< M BE PROVIDED WIJI� I �� - -- - - -- `-- \ - �'6�9 216, 21-9 LLT) -- \ \_- q4 VSTv1� \ -- / \ \N FLOODPLAIN350 - 5' PERMAN ONSTRUCT40N / F D GRAD( G EASE T v V v v v v \ v v v v\ v `v v - 15 CMP -- \ \ \ IRON I / (D. 4553- v y v \ v v \ v v - - v� \ v - - EX. DI a __ _-- - - - - / FOUND / � z ---- vv v v vv A yvv � vv \ v vv _v_ --�� I EX. DI -360— v A I v \ y A \ v \ _-- --�— / 390 — \ Q — ( �� \ cP � v vv vv \V A A v --"--- ---- �) _ N� v v\ J _ \\ \ V A V A A V i/ — —------__---, r I 360—------- _ F V Av Q 9�� w --_ / ONNECT TO "\ �\ � ~ \ \ \ \ � \\ \\ \\ \\\ \\ \\ - -- ---- \\\ � to � --- PROPOSED G v---------- FROM SDP2018-8 v v dQ 00 M -- h v A v V A v v 370---- \\ \ V V A \ A \ \�— "� �— � _ 4 " \ \ \ \ \ \ - - -- Al --_ - ------ -� \ I 4- I �I E SAN MH v v _ 380 `v 390 ` - - - \ _ O I EX. SAN MH - 3 -- - E - - METAL NEW 3 B1 o DI-3 A o s \ - - \ \ _ � _ - -- \ \ - � r'E- _ I I I BLOCK BR � — - X - - - _ _ BL DING ) 02 v ---- -- \ 1 �� I I I # 12 9 0oz ��0) o v_ - v--- A2 I -----_- v 0 6X v-- vy —i Iol--------- -- - \Q 00 — — -- - �-���� +.f�f�AlE -- �— �-------------- -,OF - �0 / p4 7 04 \ ORTI ON OF - - - - -� _ _` _ - _— U N L p PRESERVED - \ y - - - _ - �- _ - - - _ z --- - -- � SLOPES DISTURBED �Q � � A v - � � � � � - - - - _ _ � /� 24 39 IS LESS THAN 25% >Q5 zJ\,\ II S — — - -- --_ o I I 06 \ 53 S— S A — xy - \ 329 '142 S S_X_ - �= A380 _ PARTNERS, z III 0 -� - - O6 S s \ EW pl-3C�� _ - I A v �l All _ED — _ _ _ � �� Q \ p EX: D 1B471 0--71 �II� Ir � - s�� s s_ o ��� 2, �o� J 1 I I 11 I \� z EX. MH = — _ 1� —N__ o �Co 01 \\ 1 I _ �_- -��--_ - --- 567g THR __ ---- II � 410��J EX. MH � ��` A4 X OLE \ I � —� --� —x x-x- x � � . PLAT IIII ®_--- VIEW DI-3B o -- -- �x_ _x -_ - - IIII I � 13 v ���' ,X x —'� _E_X.�9PE - —I_ — _ ----- --- - �p" I� -70 s 003 —39 _------_ - - i� FENc1= - - — — — J — — ' 3339 THRU 707 P / EX. GM a 55 15 \ — — _ - --- / _ XL H W--- - —------- - _ — V� \ X XL��IxP � \ / \ \ -\ / N x X MH EX SALES & � � — 170 \V 02 — -- o �� p= N SERVICE - 15 �NEw SALE __ - / A SHIMP ENGINEERING IIIII / FFE 420 TO ob v v 16 S R ICE FFE - - ' V A \ v I I\ N X D VA . LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT III� III // REMAIN 2 19 65 \ 41 \ /\ \ \ \ Design Focused Engineering IIII II / S .VI E \ SERVICE v - - - - \ \ N x ' 912 East High Street Phone: 434-227-5140 IIII III E EP 10 R E C E ION \ A5 _ _ _ UMP,STER \ \ --- IHFI(HT \ \ � � AD C Charlottesville, VA 22902 shimp-engineering.com IIIII IIII �`�� o � --_ `�_-- \ \\ 4 BOLLARD_ II .. ,... ,. .•, ... .:. .•.. ;.' � - `\ of FL_ 1N 04 X � \ 2 1 II r IIIIIII�I • RE CH DRAIN 12 I IIIIIIII -� 5 I-3 A6 WV v v ALTH O IIIIIIII�I BENCHMARK C�^►. LLJ1 3v C�. A �I 10' � IIII II I MAG N IL SE 17x IIII III ELEVATIO =42 .08 1 \ J IO �� (IIIIIIII I 1 \ ;- w III III \ \ w v JUST SHIMP III 1 \ \ 3 �� \\ / 11 \ �\ EXISTING oc�SERVICE N, c. 0.45183 (IIIII I I A n v vv FFE APPROX IIIII I V o Nw / v 404 TO REMAIN `00 p � 12 — \ r �- I W� �SSIONAL Iq IIII 7 111111111 t�i � \ ✓ EX. Di IIIIIIII r . � Ex -0-- Ex. � 1 Ex. � Q3 III II �1 NEW MH TOP T.M. 78-5A iliiillq �D1 0 z JTOPS CORNER, LC IIIIIII / ) // _ /o -`.� MAJOR SITE PLAN AMENDMENT D.B. 4358-684 Ilulll / 14 14 U I \ ALBEMARLE COUNTY VIRGINIA ' Ilpllll � � ° /z � •L 688 PLAT IIIII I / 05� 90 EXISTING SERVICE IIIIIIII / 1480 14 FFE APPROX 414 TO --EX. MH 1300 RICHMOND ,,- ,�.� '� > o - 16 REMAIN ------- ROAD - FLOW I (IIIII I I OP SIGN a AUTOMOTIVE it X 14 I I IIII I � x. v � - 1 ON I I IIIIIIII I � E ALP- � EX. ALP � EX. -o- EX DI MA "6� \ \ ' — - - - — - - IIIIII — , I SUBMISSION: o i �II�IIIII � / I � .•'v X15 00 - _ 6 -� 2020.02.21 -.� REVISION: Illl�ill / /� ��/ �\ _ _ NEW 1�50 ---- �� -\ U 01. 6 h0 SALES BUILDING FFE 417.00 - IIIII NEW 1" w � NEW SALES BUILDING IIIIIIII PPRO XIMATE LOCATI N OF - _ - _ J IIIIIIII EN AL ELE HON C PA Y SIGN v FFE 41 9, r50 0 F V GIN EA EM T .B� / V �p IIfIIII W I IIIII �� 13 7-1 5 5„ CON oo \ o 41 4 J ♦'`17' .♦ '4 4 �, J ' J J POL (LP) EX. LP EX. LP �X. LP F 4 4 ?p � POLII - - _C� � EX DI 2 > W DI-7 T o i 16 '� ;� ' , �` + 19, J 4 0 - - 16 JE , J ' h \ ----- -1 / 3 Q �— — —— `�/ 4 ✓` 4J♦ Z0X30 I - I 5o APPR&MA LOCATION OF K - -- - 19 -- � . -� - - --- - - - — - �M / \ I 1 �7R —�,q 1�BINE UTI ITY EASEMENT � � / 6/ // FILE NO S ---- _- N F SLCFE� y � VEP-�e-,Q�S- — ------- \^S—c s Ex. SIG / 19.078 �' -470 � � � .B. 6 —546) cn GAS GAS cas—cas—cns—cns—cns —cas � � A S _ _ I GRADING & UTILITIES - - - — , oo A --------- ----- EX. E ----- ,----- .�CHeU,� �SFJU ii H tT17�C9tt)�� __Ow 0 u0H 00� / - u ucu— ucu— u ucu — ucu— uc -- - c ucu — —Q u U� �' 46209- J . J' X2 39'38'46' �\ \� X„ LE X LP / ucu • u / / N U N / ` /U ucu c c / s / / / / / / / ��=�c0 / / =�. SHEET C5 OF 9 ° ucL� /i , . , . (ICU AS-- � � � • ° ycU � � H BEGIIJ NINO) I G ��vGY _ • .. -��� 30 60 90 / APPROXIMATE LOCATION OF 20' I ILL & OVERLAY APPROX. I 1 --' _ ,Gu 30 WATERLINE EASEMENT _o I 1,000 SF PER INP-2 II ! \ \ ;. . . . UG" I C5 (r) R 1ri44—SARI I I 1 0 �\ 0- ,-<t ,� �--L Scale: 1 =30 vvv vvv �v v\ vvvy yv Vv v vv vv vvv vv�00 YR FLOODPLAI v� IRON FOUND T.M. 78-5A JTOPS CORNER; LC D.B. 4358— 684, 688 PLAT Y DPLAIN G --- vv �1,\ \ V �v A \ A \� yv �v �� 350 vv vv v v vv A A v vv vv vv \\ v v J \ \ \ 360� / 46\ vv y\V \ \\\ \\\ \\ \\ \\ \\ \\v v—�� OfNNECT TO vLU- PROPOSED GRADING — v FROM SDP2018-8 \ \ \ \ \ \LQ LANDSCAPING REQUIRED: STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 50' O.C. PARALLEL TO ROAD (540 LF) *ENTRANCE CORRIDOR DESIGN GUIDELINES REQUIRE 3.5" CALIPER TREES 35' O.C. W/ FLOWERING ORNAMENTALS INTERSPERSED* REQUIRED: 540/50 = 11 LARGE SHADE TREES PROVIDED: 8 EXISTING LARGE SHADE TREES 6 NEW SHADE TREES TOTAL 14 SHADE TREES, 35' O.C. W/ 5 ORNAMENTALS. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PAVED PARKING AREA. 233,216 SF X .05 = 11661 SF REQUIRED: 11,661 SF PROVIDED: 14,102 SF 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES OR PORTION THEREOF.. 242 PARKING SPACES (242 / 10 = 24.2) REQUIRED: 25 SHADE TREES PROVIDED: 7 EXISTING SHADE TREES 18 NEW SHADE TREES SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. CANOPY CALCULATED FROM PLANT MATERIALS EXCEEDING 5 FT AFTER 10 YEARS OF PLANTING. SITE AREA 579,250 SF x 10% = 57,925 SF CANOPY REQUIRED: 57,925 SF CANOPY PROVIDED: 153,900 SF EXISTING CANOPY PROVIDED 8,429 SF NEW - TOTAL CANOPY 162,329 SF CANOPY PROVIDED \ w v A v V AV v v 370- l ��--------- --- _ - 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. - - - - - , _ _ _ �` - \ I - - - - - - _ 2. All landscaping and screening shall be maintained in a healthy condition by the E SAN MH - - - - - _ _ current owner or property owners' association and replaced when necessary. _ - \_ 380 _ I ® _ Replacement material shall comply with the approved landscape plan. / - - \ — I I ' - 3. All new planting shown on the plan will be completed after building and road �o \ 390 ` � ti _ � � � III EX. SAN MH construction to avoid tree planting damage. — _ _ — — \ _ _ \ \ — _ — \ — — — — I I _ 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. �370 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted _ by improvements associated with this project. / 0 III EX. METAL o \ BLOCK — MAINTENANCE: _ 2 9 1 I I - - - - - _ 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 /\Lt - - \ \ \ \ \ \ \ I \ I - - _ - - - 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 \ AD \ _ \ - I I I , \ \ warm -season grasses are cut lower than 6 inches during the active growing season, / 00 `X - - _ - _ _ _ - _ the stand will be reduced significantly. \ \ \ - - \ l I I\ I �� \ -EX— Gj AIL - - - - - - - - - _ _ - _ - PLANTING GUIDE `AMERICUS'INDIANGRASS Sorghastrum nutans USDA-NRCS Jimmy 00 / \ \ 1 — - - - - _ - -_. - - — - - - Carter PMC Americus, Georgia � !o / 9 ORTION OF ---- - - \� Ic \-- --\ — — - _ x �x_'�x-- -- rn �/ / — 04 Af PRESERVED- cd �P \ \---_-x —mac_ _ I i o SLOPES DISTURBED - - - IS LESS THAN 25%- \ __x T.M. 78 9 s — _ - - — — z I�� I 1 r \\\ �� W —S —S S S �� \ \ E ROP,EN —max =x �3 \ TCO PARTNERS, °s_ v v s s �� °o Ex� \ _ x =� I vv 8°� D.B. 4710-71 N _ _ EX. MH = w� 51� WS. _N S o ,\�� �/ J I\ II II I I _ �D �\ \� ------ �a D.B. 3657-569 THR o �z J IIII II �41 �� EX. MH �_ ----- -- — o X 0LE I �x —�— �`_�—x -- _ x X —x = x --- PLAT III W� W - � - w _x _ _ III X ® \ I x— x x =x --_ — _ _----__— — \\--------- — \ ___-- _EX. ROP�FENC� --_--_ _ _-----_ _ — — D.B. 3339— 70" \ — N — —390— 704 THRU 707 P 1I0illl� / EX_GM, 6' A ��\ �' \ �� �X —X — >c _ � _ 400— t _ x X —x —X _ — LIGHT C9 v v v - X X 4 X —x I � — Illill�/ EX SALES 8c 7 — 170 \\ 02 1 7N I lIlilllli� ,� SERVICE �v vv -NEW SALES S R ICE FFE____ REMAIN FFE 420 TO v 16 v � 4435 � ` � I � • IIII III // S, .VI E �\ SE E VICE v v A v IIIIIIII EP 10 I RE ION - - - \ \ N X.• \ \ I \ \\ \\---- �----- UM1��STER OLLA DS qD o IIIIIIII �_ \ l�llll����l D`LO • � 6 -- �---- u V v� 60LLA 4 II I • ,... .•, ... .:. .•.. ;.' ., . � � _ — � � of RU_ - N \ llllllillll .. ' .. .i; .: .. :�,•♦ 1 - .— .....:. og • � �. \ �\ �\ x. IIII I I 12' y \ v I l(IIIIIIII ,,� 3• �— � v v v III III \ PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Can Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Lt Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 2.5" 6 37 387 2322 (R f Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 3.5" 11 30 397 4367 M9 Broadleaf Evergreen Magnolia grandiflora Southern Magnolia 2.5" 7 20 160 1120 Y CC � � Flowering Ornamental Cercis conadensis & Eastern Redbud 6-8' Ht. 5 17 124 620 cvs. W W W Low Maintenance Ground Schizachyrium Little Bluestem Cover scoparium Interior Landscape Area TOTAL SF: 8429 �\ 4 6, 12 \ �� rT EXISTING SERVICE FFE APPROX 404 TO REMAIN — I_. o _ 14 / EXISTING SERVICE q10 FFE APPROX 414 TO --EX. MH 16 REMAIN \ - f ON UND 76 �Q NEW SALES BUILDING o v o FFE 417.00O NEW SALES BUILDING \ '\ FFE 419.50 ,0- _—.,�—Ta — — as a♦ / C / // /// ♦ ♦ aJ a a J / a / ♦ J a ♦ a ♦ � a ♦ �' / a♦ a a .l' , /♦ a ♦ ♦ a ♦ a ♦ � ♦ � J a 20 I a a ti/ ,ate \ JE ♦ a a ♦ ., . 0 S - GAS GAS yry.�e v Acns casGAS GAS EX. SIG \ ) GA GAS -GAS -GAS -GAS -GAS -GAS -GAS -CAS GASfM/ / c \ 9 --------------- — i -\ ^ 0 \ —420- EX. E --- ------ �- GR ND 7EE --- — i --ll OOV�H OH _ O -- c ucu— — u ULU GU u�x - / u ucu ucu u ucu ucu ucu uc EX. 1 � X2 39')8'46" .\ \; ucu u XU LE KLPI R REE E 9 X/ / UN "•' cu�.� u Gt� u c 0 K T EE %IEiURR��M SET ( OINT a OAK TR ucu _GAS DZ �r > / NA 1 1 OAK TREE AK TREE G�`�'ucu ucv.�. • --� 0 / I OAK TREE ucu y UGU / �� O BEGINING) I I I G WG 30 30 60 90 r G{y Scale: 1 =30 III11111 I (IIIIIIII I \ � IIIllllllllll I i I \ � \� IIII IIII l / \ Ilq IIII I _ Ilplllll Ip II II r . Ex. x �� Ex. k E IIIIIIU / r Ilpllq II II II I I I Illplll I �� 14 Ilpllll I � / — IIIII� IIIIIII I / � �� � a IIIIIIII I OP I I IIIIII II I I / SIGN — — / I�Il�ll X� I�Iil�llll I E x)EX � x X. MALR 1 0 / I / I � (IIII / �� � � • IIII III I / IIIIIIII I / / i X. IIII I // STOP IIII IIII o IIIIIIII �i // SIGN III IIII X. IIII I L sHRU , o • — — — — — —POL (LP) EX. EX. ALP EX. LP EX. X. EX. ROL I \ —� S� gS \ — A f O fg EX. 3'" GP.OUNN��ERO J T A n I IIIII11111 IIII IIIIII Illlli � EX. "15' EX 12" EX. 15" EX. 12" OAK T EE / OAK TREE OAK TREE OAK THE / SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com p,LTH 6A v JUSTS HIMP Y c. o 45183 w �' SjoNAL ' �G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. 19.078 LANDSCAPING PLAN SHEET C6 OF 9 C6_ '0.0 0.0 +0.1 +0.2 + +0.2 +0.1 +0.1 0.( 5 '0.0 +0.1 + .5 +0.8 +1.2 +1.2 +0. +0.2 0.( 75 0.0 .10.5+0.9 +2.2 +3. +1.9 +0. +0.' 0.0 + 5 +1.6 +3. +4.8 .3 t.A' 0.0 + 5 +1.6 +4.0 +6.3 +5.6 +3.6 +1. 0t.A' Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number Lamps Lumens Per Lamp Light Loss Factor Wattage B 12 ALL GREEN LIGHTING, RAZOR 200 W 5070 T5 RAZOR-20OW 50 70 T5 5050 R 20OW 50 70 T 1 33572 1,00 204.5 INC. Notes: 0.0 + . .5 +1.1 +2.7 +3.5 +3.4 +2.4 + •5+0•' 1. All lights to be mounted at 20 ft height. 0. 0 + +1.3 +1.9 +1.8 +1.1 + +0.'I b.0 + .1 + : 4 +1.1 +1.5 +1.4 +0.7 .5 + 2 +0.1 +0.1 +0.2 .5 .0 +0. .5 +1.1 +2.3 +2.9 +2.7 +1.6 +0.2 S +0.9 + .1 + A +2.0 +3.9 +5.1 +4.2 +2.8 + 4 +1.4 +2.6 +2.9 +2.3 +1.1 .5 a_ + + + + ° + + + + + + + + + + 1 .4 2.4 4.8 7.6 �5.9 3„5 1 �0:��2.7 4.3 2.5 3.7 2.0 0.1 0.1 0.1 o �5_A.Ja�+2.4 +.1 +2.3 +5.0 +6.4 +5.8 +3.4 +1.1 +1.0 +3.1 +5.0 �7.. +0.2 ++ +0.3 +0.1 1�:30.5 0.6 2.4 4.9 6.8 5.7 .4 1.2 1.0 2.6 4.0 4.4 3.7 1.8 0.4 0.0.6 1.5 1.2 0. 0.2 B- +(�.6 +2.2 + +° . +5.5 + 2 + - +2.6 +4.0 +4.1 +2.8 +1.1 +1.5 +3.0 +3.3 +2.9 +1.6 Z +1.8 3.5 +5.0 +4.0 +2.5 +1 1 +1.7 +3.5 +4.3 +3.0 +'L. + .7 .6 +4.6 + 4 +4.4 +2. + .8 B- +0.2 +0.9 + 1.9 +2.8 +2.3 +1. +0.7 + . +4.5 + . - +fro + 1.1 +0 -+ .6 +4. + . + . +4.1 1.3 .5 LLJ / z _ .5 +0.1 +0.2 .5 1[+1 .7 +1.9 +3.8 - 7 +2.1 +4.5 +6.5 + .4 +5.1 +2.3 +0. � .5 w +0.0 +0.0 0.5 4 .2 .5 5 +0.5 +1.8 +4.3 +6.3 + .6 +5.3 +2.8 +1.0 0.5 O B-7 +0.0 + . 0.0 .3 •5 .5 +0.9 +2.7 +5.1 +6.7 18.3 +5 0 +2.7 +1.0 0.5 0.0 0.5 +5 7 +4.0 +2.0 +0.2 + C$5 +1.4 +3.9 +6.0 +7.2 +7.0 .4 +1.9 + 5 ° B-8 ❑----------- °-B-9-------- 0.0 0.0 0.1 .5 1.0 E33� 5 2 6.3 4.1 1.9 ( 0.1 35 4.1 6. 7.3 .1 2.3 0 0.2 0.5 0.5 +0.2 + : 4 +1.5 +3.1 +3.8 +3.9 +3.0 +1.2 +0.3 +0.1 +0.1 ' .5 0.5 1 L ----- _ 1.3 + . -- + .8 +2 8 __ 2.5 +2. +1.5 +1.0 +0.2 Ix p EX. LP EX LP EX. LP 2.9 + .1 +4.1 +2.8 +2.3 + .7 +3.5 +3.2 0.5 +2: +3.6 +5.2 +3.6 +3.1 3.8 +5.5 +4.6 .5 ° 0.5 FOOTCANDLE CONTOUR + B-11 B-10 + + + + + + 5 1. 3.7 7 5.7 4.7 4.1 4.4 6. 0.5 _ I EX LP EX LP .2 +2.9 + .2 +6.0 +5.3 +4.9 +4.8 +4.8 +3.7 0.5 -0- � I + +1.3 +5.4 +5.3 +5 2 +4.1 +2. +1.8 0.5 -12 +0.1 + : +2.5 +4.4 +6.4 .7 +3.0 +1.0 -.4 0 1 1.4 2.9 3.3 3. 1.8 5 0. POLE EX L P DL L P EX. L P IX .0 + 1 +1.2 +1.5 +1. + . .5 +0.2 +0.0 +0.0 + .0 +0.1 0.3 PROPERTY LINE +0.1 (ro +0.0 + /1 T T0.6 T0.0 EX LP )6Q, ALL GREEN LIGHTING Product Description: Introducing the RAZOR Series, our latest addition to our LED shoebox lineup. The RAZOR has a thin, sleek design that can provide up to 170 Im/W, with field - rotatable optics, allowing the customer to adjust the light distribution as they see fit. The RAZOR has tool -less entry for easy installation as well as 6 different mounting options; as well as various accessories available such as a back light shield, dimming, photocell recptacle, an much more; giving our customers numerous options to fulfill their LED lighting needs. Features: • Warranty: 5 Years • Long Life: 100,000+ hours • LED Driver: Inventronics (100-277V), Meanwell (347-480V) • Operating Temperature: -407 - 122°F • Lens: Polycarbonate • Certifications: UL • Dimming: 0-10V (standard) • Mounting Options: Slipfitter, Adjustable Arm, Trunnion, Slide/Lock, Square Pole, Round Pole Technical Data: LED Source Lumileds 5050 CRI > 70 (>80 available) IP Rating IP66 CCT 3000K, 4000K, 5000K, 5700K, 6500K Input Voltage 100-277V or 347-480V Power Factor >0.90 Specifications: � INC RAZOR Series a Fixture Model Total Lumens (T4 / 50K / 70CRI) Efficacy* (Im/w) Weight (Ib) Dimensions (inches) EPA (sq ft) Beam Angle RAZOR-75W 12,518.4 Im >167 Im/W 11 23.0 x 10.6 x 2.2 1.45 Type -III (75-80` x 150°) RAZOR-115W 19,318.0 Im >168 Im/W 11 23.0 x 10.6 x 2.2 RAZOR-145W 23,293.6 Im >161 Im/W 11 23.0 x 10.6 x 2.2 RAZOR-18OW 30,647.2 Im >170 Im/W 12 26.7 x 13.7 x 2.2 2.31 Type -IV (70-75' x 130°) Type-V RAZOR-20OW 32,620.3 Im >163 Im/W 12 26.7 x 13.7 x 2.2 RAZOR-23OW 36,850.9 Im >160 Im/W 12 26.7 x 13.7 x 2.2 RAZOR-30OW 44,968.3 Im >150 Im/W 23 30.0 x 14.0 x 3.0 2.6 (150° x 150°) RAZOR-42OW 60,242.3 Im >143 Im/W 23 30.0 x 14.0 x 3.0 www.AllGreenLightinglnc.com / E: Sales@AIIGreenLightinglnc.com / T: (714) 899-9999 STATISTICS: Average = 2.0 fc Maximum = 8.6 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com NLTH �F v JUSTWI e.SHIMP a Jyc.Wo.45183 AQ;1' w SSIONAL MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD -FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. i FILE NO. 19.078 LIGHTING PLAN ,. -�� -0- SHEET C7 OF 9 30 0 30 60 90 Scale: 1 "=30' I S GHT DIST X UN Ci_ L= 3' o r VL>• �jjj � 5 EX E t--"!lL _.rTHU — --- -- -- - -- --- -- -- - - ti. -_O—f—OHO.—=-9HU -- OH OH P - — � Wf ua w OAK OAK TREE ^rye ob EX. SIGNj / m9 _ ��� / —420— / E <1T5 � /F LY EE E 3 C' �� / 0 K TEE J / / � oUR�p14�JM U' H / 30 I 615' SIGHT' DISTANCE RIGHT i S7-\ - N \ \ C� ENTRANCE 2� iNTRANCE 3 \ \ ENTRANCE = 11 2310 L=242.88.92' \ \ T=121.9 S. ROUTE�25U C RIC CND ROA��ARIABLE /// �� �__ W H R/W HWY P.B. XI-200 5' — D.B. 114 46 \ -7 229-56 \ D_ 229-56� <} O I 415 410 405 400 395 390 385 380 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+!0 w \ w lLjj w -- -- — — STg14CE LINE EEL i 420 415 410 405 400 395 390 385 3 ENTRANCE 2 SIGHT DISTANCE RIGHT 1 "" = 50' HORZ 1 " = 10' VERT 415 410 405 400 395 390 385 380 5 _ I I -1 EEEE \ w LO — w — w _ — m 10+00 10+50 11+00 11+50 12+00 12+50 13+00 3 ENTRANCE 3 SIGHT DISTANCE RIGHT 1 '" = 50' HORZ 1 " = 10' VERT 430 425 420 415 410 405 400 395 390 3 435 430 425 420 415 410 405 400 3 3 - _ % Bo• To 1 To AND COUNTRY LN 1 I I I JI 1 / / N 50 0 50 100 150 I LO � w m O w e� m k w T D\S - p 10+00 10+50 11 +00 11 +50 12+00 12+50 2--� ENTRANCE 2 SIGHT DISTANCE LEFT 420 445 440 415 435 410 430 405 425 400 420 395 415 390 410 385 0 405 13+50 14+00 14+50 15+00 15+50 16+00 16+ ff 430 425 420 41' 5 410 405 400 395 390 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+ �Q 5 I 1� w 1 S IN w U DO II I II I I I 1 '" = 50' HORZ 1 " = 10' VERT 440 Scale: 1 "=50' 435 430 425 420 415 410 405 400 13+00 13+50 14+00 14+50 15+00 15+ 5"(5 I U — — m i I ' _S\GH 0\S Ld w 2 w — 445 440 435 430 425 420 415 410 405 0 00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+54b ENTRANCE 3 SIGHT DISTANCE LEFT 1 " = 50' HORZ 1 " = 10' VERT 460 455 450 445 440 435 430 425 420 415 1 I I U �- o T- 0\S� ANG �i Ld w LL O -I—T 460 455 450 445 440 435 430 425 420 415 4 0 4 1S+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 ENTRANCE 4 SIGHT DISTANCE LEFT SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com ���p,LTH �A v JUST � S HIMP Y c. 6 45183 w C ��`SSj�NAL �� ) MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. SIGHT DISTANCE 19.078 ENTRANCE 4 SIGHT DISTANCE RIGHT 1 " = 50' HORZ 1 " = 10' VERT 1 " = 50' HORZ 1 " = 10' VERT SHEET C8 OF 9 42 Al A2 A3 A4 A5 A6 420 415 410 405 400 395 390 385 380 375 370 3 415 410 405 400 395 390 385 380 375 370 D 00 10+50 11+00 11+50 12+00 12+50 13+005 STORM PROFILE A1-A6 Io) t D r- _z - (n (n U) x LrJ z o� X Ld z o SC Fi}- Zoo+ o U M N m� i o 00 OE--- H O o� c0 -o © 3: � z U)-'- .1 1 x x - -RO�GR El€ F + 6� z > I O Gi O_ - Z z I- 24LF M 15 8 00% rn Z oe) > M Lli0 o MAIN AI o MINMhUM2" - +o SEPARATION- F_1"- MOPE 00 - z� - (n - � - - 59.---_ 3.00 0 r - W-1 O A3a . I 0 3 LJ 40 39 39CL 1n N ai 38Ai 0 38(L 375 1 " = 30' HORZ 1" = 10' VERT El ,-o 00 't- I- I� a N R-OP. GRADE r� z I- (n - u7 4&_05L�HD�E--CO_65 L D 6 N]. > z we* s 10+ 50 11 +00 STORM PROFILE A3a-El 1 " = 30' HORZ 1 " = 10' VERT 11 +50 12+00 05 DOWELS, 8" LONG APERMISSIBLE AT 12" C-C CONSTRUCTION 5' MIN. JOINT 121 MAX z 12.1 MAX 2 B� 2' �B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1MAX 20 :1 I II 48 - 1 MAX F� 2' MIN. SECTION A -A I II ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. 410 405 400 395 390 385 380 375 12+5Jo 420A5 415 410 _ 2 40� 40 N 39? O 00 A5a . \ CO oD X Q H w 1=(n 0 z d -o QJOP PRUK - - ' (D -�-96 _ 15„HOP CD d- 04 �- O� of z z > E �@ 2 �IUKM C9 1" = 30HORZ 1 " = 10' VERT 10+50 420 415 X STANDPIPE FOR OUTLET 410 CONTROL TO BE RELOCATED WITHIN MANHOLE 405 400 395 0 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". rl 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0' 0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Y a 3 In V) 0 T 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION 1 5' MIN f A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROS AL'K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 i 5 7 2 5 8 3 6 g 4 8 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SPECIFICATION REFEWNCE CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 4" RADIUS 'A - 71/z" : a a :• 15" d SURFi MIN a • : is. a. i - .a MAX. BASE 000000000000000 � �STORM PROFILE A3-132�6" - VDOT #21A BASESTONE 1 " = 30' HORZ Cg 1" = 10' VERT IIIII COMPACTED SUBGRADE D2 D3 4 2 42C�, I 0 41,I z 410 40!2 cD O 408 SURFACE BASE SUBBASE o 0 0 _;.o- `n+ Q O + _ 0 -6 Q- X. GRADE a zD(7 - - -- 105.50I - 0 z �- - 10+50 11 +00 STORM PROFILE D2-D3 1 " = 30' HORZ 1 " = 10' VERT 425 420 415 410 405 4 0 PAVEMENT SECTION Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 00000000000000 #4 BARS AT 12" O.C. 000 4" COMPACTED VDOT #21 A -III-III-III-IIIIII-��COMPACTED SUBGRADE TO BE FIELD VERIFIED DUMPSTER PAD DETAIL C9 )Not To Scale LD-229 Storm Drain Design Computations 1300 Richmond Road From Point To Point Catch A (ac) Runoff Coef Inc AC Accum AC Tot Tc (min) Tot Int (10yr) (in/hr) Tot Flow (10yr)(cfs) Up Inv El Dn Inv El Pipe Len (ft) Inv S % Pipe Dim (in) Pipe Cap (cfs) Velocity (ft/S) Flow time Inc (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.00 406.73 107.5 3.97% 1.25 14 8.6 0.21 A5a A5 1.08 0.82 0.89 0.89 5.00 1 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 0A0 5.00 7.10 2.83 390.80 389.45 208.05 0.65% 1.25 6 4.6 0.75 B2 B1 0.26 0.70 0.19 0.19 5.00 7.10 1.32 392.40 392.23 25.5 0.65% 1.25 6 3.8 0.11 B1 A3a 0.05 0.77 0.04 0.22 5.00 7.10 1.59 392.03 389.45 1 117.58 2.20% 1.25 11 6.1 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 A4 A3 0.29 0.64 0.18 1.32 5.00 7.10 9.39 389.95 387.69 28.24 8.00% 1.25 20 15.9 0.03 A3 A2 0.49 0.85 0.41 2.39 5.00 7.10 17.00 384.69 380.78 64,13 6.09% 1.5 28 16.6 0.06 A2 Al 2.39 5.00 7.10 17.00 376.78 375.00 59.48 3.00% 1.5 20 12.6 0.08 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 0 DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG-2 IS TO REOUIREMETSEFOR ECG--6 As ROASHO�N AYS MEETING THE APPENDIX ANOF THE VDOT ROAD ESIG MANUAL. SITCFEATM REFERENCE STANDARD 6" CURB 105 02 VIRGINIA DEPARTMENT OF TRANSPORTATION REV.9/06 201.01 WP-2 11 1 EDGE EXPAVEMENT I I (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 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES( 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1%2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. tvooT ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 0 5 0 5 0 5 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com NLTH 4017 o Al v JUSTS HIMP Y c. 6 45183 w C SjoNAL C) MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01. FILE NO. SITE DETAILS SHEET C9 OF 9 19.078 C9