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ARB202000076 Plan - Approved 2021-04-22 (2)
LEGEND EXISTING NEW ti 10 10 311.5 x 311.5 TC x x' 311.5 TW x x'- 311.5 BW x X X m m ucu ucu OO q q S S O O A GAS DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE 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. (01/07/2020), updated (03/16/2020) w/ portion from LIDAR retrieved (01/30/2020) Delineation of LIDAR & Surveyed Topo Shown Sheet C3. Topography Field Verified by Justin Shimp, P.E. (03/25/2020 BENCHMARK Datum for topography is NAVD 88 Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005, (Community Panel 51003CO287D) a portion of this property does lie within a 1 % annual chance floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This watershed is not part of a watershed supply protection area. STORMWATER MANAGEMENT PLAN 1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areas downstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pond is to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet to the 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have been checked to ensure the drainage area and/or curve number to these pipes have not increased. 2. Water quality will be addressed by purchase of 2.59 Ibs nutrient credits to meet the VRRM redevelopment nutrient removal requirements per 9VAC25-870-63. 3. Detention Pond Coordinates: • (38.0355706,-78.4510122) WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. All sanitary lines on site are private. PRESERVED STEEP SLOPES NOTES 1. Development is not authorized to impact preserved steep slopes. 2. Development is subject to steep slopes overlay district requirements (Sec. 18-30.3). 3. Preserved steep slopes must be staked/flagged prior to land disturbance, and flags/stakes must be maintained for the duration of the project, to final completion. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. BUILDING HEIGHTS Maximum Allowable: 65 ft Maximum Proposed: 35 ft EXISTING USE Automobile Sales, Services, and Display PROPOSED USE Existing Automobile Sales, Services, and Display w/ Additional Building and Parking Lot Area Maximum Disturbed Area: 4.62 acres LAND USE SCHEDULE EXISTING Area % Building 39,330 SF 6.8% Pavement 218,787 SF 37.8% Sidewalk 5,334 SF 0.9% Undeveloped 315,799 SF 54.5% Total= 579,250 SF (13.30 ac.) PROPOSED Area % Building 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. 28 service stalls provided, 2 employees per stall 112 parking spaces required, maximum 20% allowable = 134 parking spaces 123 parking spaces provided, 5 HC parking spaces provided, total 128 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, maximum 20% allowable = 46 parking spaces 40 parking spaces provided, 3 HC parking spaces provided, total 43 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: 151 PARKING SPACES (W/ 6 HC SPACES), 4 LOADING SPACES TOTAL PROVIDED: 171 PARKING SPACES (W/ 8 HC SPACES), 4 LOADING SPACES ITE Trip Generation Trip Generation Manual, loth Edition AM PM Use Description JITE I (Ity in out Total in out Total Automobile Sales (Newll 840 128ServiceBays 37 20 57 28 35 63 Total 37 20 57 28 35 1 63 Trip Generation reflects AM and PM peak hour traffic. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. FIRE MARSHAL'S NOTES A knox box must be provided on all new structures. Coordinate location with the fire marshal's office. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 15. Accessible parking and routes must comply with ICC ANSI At 17.1-09. 16. All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks. S D P2020-00018 - TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1n=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 C14 WATERLINE PROFILE C15 EV CHARGER DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Sheet Phone: 4342273140 Charlottesville, VA 22902 slimpengineenng.00m 7SH" Y 45183 e 20NAL 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. COVER SHEET C1 OF 15 19.078 C1 DAM BREAK INUNDATION ZONE (STATE) / T.M. 78-5801, �< PANTOPS CORNER LC. D.B. 4358- 684, 688 PLAT ZONED: HC PRESERVED SLOPES LIMITS OF AMENDMENT 1# 1IMM. • ' IY ar. COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296,5823 April 22, 1994 Gloeckner 5 Osborne, Inc ATTN: Brian Smith 710 East High St Charlottesville, VA 22901 RE: SP-94-04 B 6 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, L D.B. 4358- 684, 688 PLAT ��""GG////G"`E- ZONED: HC V. Wayne t;yLimberg Director Gf Plannin a C unity Development VWC/jew cc: Amelia McCulley Jo Higgins B 6 B Partnership I / / I I I I 1 1 \ I I 1 \ 1 \ I \ \ / / 1 � 1 I / 1 I \ I \ 1 I 1 I \ -, I I THIS PROPERTY CORNER IS APPROXIMATE ONLY. PLATS OF RECORD SHOW THE PROPERTY LINE TO FOLLOW THE STREAM. HOWEVER, NOTES ON •" ,W :, SURVEYS OF THE ADJACENT PROPERTY STATE THAT THE STREAM WAS RELOCATED AT THIS CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE 7.94 % ry "". & OF THE ORIGINAL STREAM LOCATION EXISTS. "m _. ., THE CORNER PROPERTY LINE SHOWN HERE ON \\ d IS TO THE CENTER OF THE EXISTING STREAM. / T.M. 7 .W T.M. 78-58K / WILTON, LLC \ 8 " JAM S A., JR. & PEGGY W. DETTOR 7 D.B. 1130-125 D.B. 3713-419 / D.B. 1198-307 & 308 P D.B. - ZONED. R10 m9 D B 2700 317 PLAT • D.B. 391-296 PLAT o" D.B. 201-455 PLAT � o' ZONED: R1 ` \ ` \\\ `\ `\//1/F \ \` "n •Ar, d PROPERTY LINE IS S 0 S �` \ \ \ •!`1, \\ \\q`/�.,q�0,(,\� 't pn •W ,� h H 7 THE STREAM ON PLAT `��\GS\ "" •W ."' "' .W ^� m" RECORDED IN D.B. 201-4 4 & \ \ \ co TR \ \ ;N R •W " M h ,�"' ". GAP \�\ �R F •W / A •W •W ,W D.B 1198-307 & 3 SF '9.Li1 n KY \ \ \ \�r\ \\ \\� S -'\``• ' � n� rP ? 0.038D ACRE O l 4' e0 �g" n 0 P / \ •..AP , ---� / __ OVER -I �` E%.F17tCE-/..ry..L... ..._LZ,..--- •--. .. 0.0 SBACRE PER U505 MAPS " L3 MERIFIED 5 21 20 L4 .. ... ... JI191N1, 9IIMP P.E /s C OrODflJACRE 0 002 ACRE - -x o-____-_ NiM4� .. \ 1 \ \ \ \` \-__ \✓, //--__-_ VROM FOUND .. pp,, COMPANY OF VIRGINIA EASEM� / ROD 1 TELEPHONE AND lEtf-C£I__ <y�MERICAN, 980 pp v v v A Iv: V v �vA A \ ♦v `_____ --__ _� UNE AS ` -__ L15 - A A ♦ / / IN SNOIw � ..._...-... - m IRON FOUND IN \ I\ \`- -- ----- - 4 --DAM BREAK (NUND\ATION 1 I APPftOYJMATE AME��N OB' 90 �j PLAT CORD -380- ` n' A^ \ y \ `\ 100 YR FLO DPLA--'-- 92EA9�ENz_---/._PNON Np��\ `J......i\ v GRAPN A v ZONE (Tf1TE) ( . 1549-5 ) / 98p_4y6 OF 11 GIR N .. \ �''o'' \ \, \\ - _-` \ - I \ \ \ \ ) \ \ r ---�\\\ /✓` �` `\`-__ 340-� - / EX RP RAP _ \ � ��� \:� �` � � - �=-__- � -� � •r � PRESEfiVE,D SLOPES\ \ -_� IRON FOUND _--- 5'- v v IRGN FOUND -- PERMANENT -EDN$-TRUCTOIT\ \ \ \ \ f AND GRADING EASEMENT, \ \ `\ \ \ p \/-_-------- _ / \ - - - - _ - ( �\ - _ - -�_ _ DRAINAGE EA ZE ; \\ ' Po...A_ -`__ i / D.B. 4553-473 `\ ` ` \ \ 1>p - _-\�., EX. DI IA 20' PRwAT E 1 \ / 3./J___� - �/' -_ _ v - \ 361 i6- 9 �AT p 360a-------_-- _ � � ACRES (DOES NOT I LWE- - \ _------- 559 A INCLUTE- -----OV€RLAP&-OR-GAPS) i\ k'' ' / :: .' / I I \ M ' -3To -- - ------ _ FLOW 1300 RICHMOND LLCC-_ _ / / /'/' ' / ------------DB__52_72-714 I/ To 68 546 U.B. -440 37 LA \ 1 - - - - - D.B. 11- \ & D.B. 201-454PPL MH -s � _---_ _-_ �s .SAN MH - \\� l i // // / //////'/ I l /- - - MAI�IAGk`D\\ SLOPES \ Y(---x-K-M--�,X,� -- 1 / /i•/i //''/',' ''' - ------ _ _'I \\ `\ \ / X�� - _ �-�_ I II EX. 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SITE OVERVIEW C21 60 100 FLOODPLAIN - ---_ ----- -- --- - _- --- -- ice/ � �� I IR( FOL Ao DAM BREAK INUNDATION ZONF� ----_ — — -- (STATE) _i--'/ - — — — rLO o; 15" CMP IRON I / / \\ \\ \ \\ \� \ \ \ \\ \ \_—_---- ,/ EX, D^eam ter'-- PERMANfNT-CONSiTRUCTION FOUND II, -- \— / i. AND GRADING EASEMENT\ _— — EX. DI 20' PRIVATE/ (D.B. 4553-473) t 360 DRAINAGE EASEM rk 1(D1.B 2fid;219TLT) TM.78-7 \ \360 �-�- ----\- _LCLT 8- �- a �-_ ----- - 5.59 ACRES (DOES NOT INCLU�G- \ELGG 01 OVERLAPS -OR GAPS) \__— �— 370�--- z _- �, j+> '� \\: �CwJ V S /'/ `3g\ . 7 \ ` _ - ---- - --- - - EEOW 1300 RI CH M ON D /' LZ� fi o i ►�/ o / L , / `D.B\370 ---0,�5272-714- ' Y-- D.B. 1168-546, D.B.-440-3G PLAIy' fl—B.— 2��—_569 & D.B. 201-454 PL/ \ \ , / , \ \ / ! / / / LEGEND - AN MH 'qR 7-, — — \380 \ ti / / / / / _ EXISTING PAVEMENT S�R�D 0 �/ — — / — L �. 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HEIGHT = 30" �-&� w I EX. OR NEW C/0 sue\ ---- _ - v �s AD ° I _.I 20" m• __416 16 - - - _ 55 NEW 6" SDR-35 LATERAL s�--EX. BOLLARDS PROVIDE 3 )\AyN. COVER & li" MNd-SLOP€--- v- I _!t-___*--�\ so 40 BNMA2 Si-C—/v0 i1ce i� AIi +✓/NS 0 N4MG ELEVATIOk08 _ I 106 fvv / 3 / EW VARIABLE WIDTH _ - ta / CUSS EASEMENT V \ _- [ -- v 111 I s NEW 30' SWM z \ C_01EXTENDED `�V �� \' EXISTIN DING Al -A N/ / 6� p A� d v 12°°( --- �� \\ \s - FFE APP SERVICE `� EASEMENT `� 1 � / ", CURB MA H7 2.5' - \� \ PROVIDE 4" B 20 x�v\ 22e°e__--AAABOPAVEE TOP OF � � ' � c G REMAIN 40 / 4 'v 3 50 �. 1 TO MAIN 12 c/og X, — I .o EX. LIP EX. LP EX. 12 � L� -- — ---- T A d -7 S2 r-. A III III — / J ,I 1 Mn ' I .IV1. i U .: � PANTOPS CORNER, LC D B 4358-684 w / T/ XX 1 f D1 a 1 1 1114 �(40___ o ! 3 i! 14 1/4" -- _ o / a BUILD I 14 I 90 - ING A2 _�I 688 PLAT ` /' / �� 4 APPROXERVICE SEX. MH ----- \ I3 14 73 6' DIP FIRELINE FFE EXISTING / � 410 / / / I ♦ w_ ZONED: HC 414.75 / / — — I�p �6 TO REMAIN —_— - — :�$T _ q,- �, I "SIGN EE, / 4 LL / � w :E P 20 EX. LP EX. L EX DI MAYLB(fVV 13L7 6j 11 Ix}I , � / 0 ! SERVIC NEW 6" SDR-35 NU R I LATERAL PROVIDE / I 0 I 3' MIN. COVER & / / I oo � � � -1-%1v11N. SLOPE 6 I I so \ 1510 0 / i 6 _---� BUILDING SHARED ----- A3 L 0 X16 I � — NEW AUDI OFFICE _ BU ILDING UILDING A4 / BEND NEW 10' SW� A ES 1 SALES B r - / / NEW 30' SWM�� ,�. �. E �'^'�±t��: BUILDING � p .. / :. LDIN N EASEMENT i� , G F EW / / sru \ SEAS MENT 1 " —00 FFE 417.0 FFE PORSCHE 190 0 SA LES �_ 17 417_00 BUILDING � 19� PP�oXI TE\LOCATO�QE�� A \ \ V/ SIGN N 15 i —_-- -- FFE 419.50 NTRAL LEP'HON CO)APANY OFEv A \ \ /� A w _w Nc s3_o�p w�l I '� t --_ V A VI GINIi FA EME�T (( B. \ - W NEW DI-7 µ' as a° / �. �"X.<ILIGHT _ 15" CON . PH 13 \ �'16 X _ ry0 ------PO (LP EX. P 5 EX. P P. �' 16R0x 18So 16 '; T i.•. 19e0 �xi900 SAPGSED ' 90' BEND 216- / 17 7y \ 74� /� '�8 ACCESSIBLE 19" o ---- ANAGEA. / - Hp F -GA$ GAs / ROUTE 20 N +------ v x GAs GAs / 30 �F / ------------ aE r / = 4-- -- ------ - O I i GAG—GAs , J/ / / t Q \5-GA$-GAS CAGE / I r G" cns 1 GA —ems GAs— 3 EX ' 3 I 4- Uc;e �- 4E -- _ ` NE -XT - 1 J -ucuO c uc�OH- -Uw �pGu-ua-uHU_ucu ucu ' 89'38'46" IN 0 LP .. ,. u �G�, -- 7 ji /j.i/i/i, /i. //ij.i i i. i / / -._G+ ��, SHIMP ENGINEERING LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT Design Fxused Engineering 912 East High Street Phone: 434 W-5140 Charlottesville, VA 22902 stamp-ergineering.t �1UTM N .45183 TONAL E� 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. mi GRADING & UTILITIES / / ji ! / / / / / ji / / / i / / / ji / I C MBINED UTILITY EA —uGu 1. - APPROXIMATE LOCATION OF / / / / / / / / / /j / / j /j /i /i j G u CGAS - - / / SHEET C5 OF 15 \ / /i ii ! . !j ii l i i ! /i !j !j / !i !i !i ! ! i !i I FO VEPCO, CENTEL & ACSA _ ycy� .A _ ----- OHU COMBINED UTILITY EASEMENT / j . u�, - - / FOR VEPCO, CENTEL & / / / BEGI NING) I (D.B. 1168-546)I / . /i/ji j . / �,� --� 30 30 60 90 /^- / ASCA APPROXIMAAE LOCATION OF / N I ILL & OVERLAY APPROX. 5 (D.B. 1327-145) / WATERLINE EASEMENT ILL & OVERLAY APPROX. o I 1,648 SF PER WP-2 MILL & bVERLAY APPROX. .♦/■ 1 (P.B. 1549-598) 537 SF PER WP-2 y_ I ` @\70 SF PER WP-2 0 / W., Scale: 1"=30' El El El El 11 LANDSCAPING REQUIRED: STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 50' O.C. PARALLEL TO ROAD (540 LF) *ENTRANCE CORRIDOR DESIGN GUIDELINES REQUIRE 3.5" CALIPER TREES 35' O.C. W/ FLOWERING ORNAMENTALS INTERSPERSED* REQUIRED: (540/50)+1 = 12 LARGE SHADE TREES; (540/35)+1 = 16 TREES FOR ENTRANCE CORRIDOR PROVIDED: 8 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 8 LARGE SHADE TREES, 10 SMALL DECIDUOUS TREES, 35 ORNAMENTALS. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PAVED PARKING AREA. 233,216 SF X .05 = 11661 SF RED: 11,661 SF PROVIDED: 15,855 SF (demarcated by herringbone hatch) 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 18,927 SF NEW CANOPY PROVIDED (shrubs not included) TOTAL 61,927 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 of steeper than 3:1 to have law maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: • LOW MAINTENANCE GROUND COVER -The best time of year to maw is during the fall through late winter. Mow on a three-year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass 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 than 6 inches during the active growing season, the stand will be reduced significantly. 06 �W �W� V ]�W- NEVJ'i 10' SWM \ / �U w EXN tit _ N o \.P� W w _1-- -- �1 - ACCESS EASEM€wT z s _ _ / rr �w EX. M 02 \-_ - x \�;_—x�-x�r I -1--w3 \W no R �\ y 3 \� X 1�-X E�_�02E_FEN CEO« A!::- - -—- o--- 1 I -------_—_— _-------s0—_— O P ffI// VA DTH \� — --- ---- DI' 7 AT EX l GM - -- - /Po%'�� \\ W 4p -AC�CgSS EAR 'NT-- -- —sx'x- = -X - — - - --_ l / l �1'I I: I��iE� / dl / / A —�v �— // ---- --- -X —� -x -- — —x _x — A / - / 170 \ i �I� SHIMP ENGINEERING b%ND P1I4NNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Fxused Engineering \ X ' 912 East High Street Phan•: •3422]L1.a \ \ \\ O - ' \ �s-— — — — — --_ UMPSTE _ — — An" / ' / I 1 Chatloilesville, VA 22902 sump-e.ginaering.tom o _4 • . -.. \ I I \� I� - EX. BOLLARDS 47g -- I I I l l 11 1 / }(a c ---T I l l O / 6s 6 I 'P ' I EW VARIABLE WIDTH ��� ��� �s � � _. A ;. � �;l V / CCESS EASEMENT --- v � / / I 1 \ "• 1 A y \\ NI S _-� N_ / / I I i V SH �1 NEW 30' SWM'�V v\ �s -----1 I I I ic.N .45183 EASEMI I,�R' " I 12 �� C/o t� - ! v V/ I I I ONAL I I T.M. 785A - 1s 1 / E,1� I I I / PANTOPS CORNER, LC " oa1 rR E L . 1 ' EX 18 oPK rRLE / t4 oaK �REE) OAK TREE �, � 1 ! 3 I / r __ _ � I / � / � MAJOR SITE PLAN AMENDMENT i / 1I / l D.B. 4358-684, - / 14 y p� II Q ALBEMARLE COUNTY, VIRGINIA / 688 PLAT it �� I �, / � / v ,, ZONED: HC �' ,� I N, W ,EX ----� MH-y I 1300 RICHMOND � ROAD -FLOW top ---- I �� A-_ SIGN -AvA v 3 AUTOMOTIVE y EK Ms�6 \I\ _---_— SUBMISSION: I W \ TWW82W vW ��v 4 ' 08 �tv1 M TOP 0� 44. � y O y W W \ ` 0 1 I \ \ 90 \ \ IR N ANENT \ \ 1 •o'-'` • FO D ING EA 2101S „g1 / (D.B. 455 473) 9 \ 40 \ Y8 \ \ \ W Z60" O W �a- n\0 w rp w ONNECT To — SO \ \ \ W oa \ W �' PROPOSED GRADIN ",'•� Vv v v v \V - - j n _nM s�201 s A w v� 43;000 S E ISTING� CAN \ o \ \ CONtS RRRVED. PR9ECTIVE IN —37 I 1W \ \ \PJLACED AND -kPPRO�ED BY A —2 v ` INSPLCTOR-PRIORvTO GRADING..— � y y b b = ip O — — —SLOPES - - 1 TREE -PROTECTION \ / 00 4 \ W _ 9g \ ` \XI _ I \W � \ r _ co _-_ L--__- 3 W � � ^` p4 --- --- a \ W �W i _ .\ \w� �\ 5 9 \ \ \ \ W�5\S IV PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal. Height Quantity Height(IL; SF Canopy in 10 Yrs SF Lpppt Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 2.5" 7 37 387 2709 [j 4 Large Deciduous Tree Platonas acerifolia London Plane Tree 3.5" 8 30 368 2944 5'^h Ck WSJ Medium Deciduous Tree Cladrostris kentukea Yellow wood 2.5" 10 24 289 2890 Cercidiphyflum Medium Deciduous Tree Katsuratree 2.5" 7 28 222 1554 japonicum Cb Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European 6-8' 10 17 69 690 Cb Hornbeam It. 0 Flowering Ornamental Cerc&i d is conaenss Eastern Redbud 6-8' HE 12 17 124 1488 cvs. Tc Large Deciduous Tilia cordata 'Greenspire' Littleleof Linden 2.5" 8 16 249 1992 /" CV * Small Ornamental Crataegus viridis 'Winter "Winter King" 6-8HE 8 16 184 1472 IJ King" Hawthorn Cf Dogwood 0 Flowering Ornamental Cornus Florida 'Appalachian 6-8' Ht. 15 15 128 1920 Spring' Bn Bn Medium Deciduous Betula nigra Dura Heat Birch 6-8' HE 2 13 45 90 �o Pc Deciduous Shrub Hydrangea quercifolia Oak leaf Hydrangea 2' Hit. 11 7 28 308 ` } 9 Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 2' Hit. 39 3 10 Iv Deciduous Shrub Itea virginica 'merlot' Sweetspire 'merlot' 2' Ht. 49 3 6 I9 C�•. Evergreen Shrub Ilex glabra Inkberry Holly 2' Ht. 34 6 23 782 OEvergreen Shrub Viburnum x progense Prague Viburnum 5' Ht. 2 10 44 88 Low Maintenance Ground Low Grow Fragrant Cover Sumac Interior Landscape Area TOTAL SF: 18927 1 Y , , �[• � V it � . 1 1 1 • .15 EASEMENT 1 1 1: 1 `-: 5) 2020.10 7) 2021.02.08 ----•� •. ••��jf.Np qn V4y.u1Tp-vqI � � � -—������ � � � � � •. �1. �� vp , o r off"',"'� �'♦♦ I �._ 1��Dlilil1 1 , — :) 2021.03.24 FILE 741 i♦ r _ \ ': ��ia.• 1� = a���I<'� 3 ' �:: !- '-a �siPR{T• •' • I \ mil• _4� \*-� Fr art` /P.r.l• I 4�A'1' .I �aY. I+T' 11 �19.078 - ,_A_�_ � ���� �I'-s �q- ••u�"�-, � -s�\�� �Y� �� i � �f. ��� � a,� i�� � •I �� LANDSCAPING 1 - PLAN 11111 i1.1 ••'J:�\tl��L1�\��t !-•\+:LL• ��•: . •I�Ti�\p•- • 11 i - • • • i�r. .w/ i . 1 f �'I� ,11' • 0" III15 � `�'w���_�<Tii►i� — min Ra �� w •, .r~_ � ., r�rc�."n�-.,a'-_`ten". _��pp����� • �� '_u ���W�� t•J -� -� �� 1 r'' • •�',, eyere ��,.er••eeeeeava \ • NA \•SHEET CIS OF 15 ( (4 17 APPROXIMATE • • •• • a.SET OINT•mq� pig • • • • • ,• ASCA.T / -.. d��iR / / • / • / . •.• • • • • • • WATERLINE♦ • •: E 15 EX 12" EX. 15" EX 12" 0 K i'FF / 0', TREE 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 p4" AFTER PLANTING AND WATER p THOROUGHLY. G PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED III TO BIND NEW SOIL r_i"�SHRUB PLANTING DETAIL \ ('11 /Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIMILAR 1-1/2" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGH 4" COMPACTED EARTH WATERING BERM EXISTING GRADE OR EXACT .• • • REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL I TREE PLANTING DETAIL C7 Not To Scale TWO TIMES BALL DIA. (MIN) County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 63 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. Eouioment Operation and Storsee: la 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: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 13 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 63 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 REQUHIEMENTS. CONTRACT PURCHASER SIGNATURE SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE CD I (DATE) 5/1/06 Page 1 of 1 1992 3.38 FENCINC AND ARMORINC DRIP LINE SNOW FENCE am oi" osm �♦ r,l � II'�I I II r IIrl IlII11Jl'�i Irlllllilllilll IIILI'iII�I[I[I��I 11 �II IIII I,,. I ]I)Illlll I lllllll ( I•I�II dill\II, I00 BOAR. FENCE ON -CORD FENCE w CORRECTODOF so mil l CORRECT ARMORING TRIANGULAR BOARD FENCE Source: Va, DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING ry' THAT THE STREAM WAS RELOCATED AT THIS �Co o CORNER BY VA. DEPT. OF HWYS. NO 1 EVIDENCE rV OF THE ORIGINAL STREAM LOCATION EXISTS. \ o; THE CORNER PROPERTY LINE SHOWN HERE ON \\ �h IS TO THE CENTER OF THE EXISTING STREAM. \ o T.M. 78-58K JAMES A., JR. & PEGGY W. DET D.B. 3713-419 ` 0 D.B. 2700-317 PLAT _ CO � D.B. 391-296 PLAT o10 D.B. 201-455 PLAT M �o N, o ZONED: R1 \\00, TniF� \_..._... . 170 — — — — — — — — — — — — M NT (DOB. / FOC — i{GRAPH COMPANY OF VIRGINIA EASE �\----- \ \ \ TELEPHONE AND ` �� \ \\ \ \ \ \ \ gMERICAN\ -- I APPROXI \ \ ' OCATIC — � 20' SA -SEVER —EA (D.B. 154-340 — \ NEW SWIM EA MENTI 42- " \ 1 44— >1 WTWW82W \\ �� \ �\ _' W 46 OF 4g TOP 0�W 44y W4O1 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 43FW-5140 Chaaotlesville, VA 22902 stamp-ergineanng.t �13TTW N .45183 /ONAL E 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. I ANN , 1 78 Me LANDSCAPING DI ��`� -410- 3 TREE CONSERVATION AREA C7 SCALE: 1"=30' C7 + C + 'p.1 + 4 3 ' 3 1 +� 403 +n! +n• S H +2 +n'3 +°H +H +n! +n° .' 4 H +A +°+ A + +n. +A +n. +n, +H S +nH 4 +w +0 7 +.i 3 4 + + F1 + +A +e 423 +3° +33 4v +3 4" +.2 4p. + + + #n1 + +23 +2A +37 ,. +n� ;7 ,, + JA +HH! ,... +n,+" ,4 +,. +A +3H +43 +3 ,. +n2 +H + +n, +. +3 +3. +ll +3. +3. +73 , H +n3 I -2 @ 20' 1 D @ 20' ,H ,, +3, ,. +7, +3 ,H to +°i 4 +3° +37 +33 +35 +!H +38 +3• +a. 44 + +n, 493 +oz +01 +93 ' +n, +n' +n. 2 + +3! +2. 4" +33 +3° +. +H +. +H +3. + +35 +32 +!3 +2H + + 4p8 4I +n, 'G. 4I +n, +ns Symbol Label Quantity Manufacturer Catalog Description Lamp Filename Number Lumens Per Light Loss Wattage Number Lamps Lamp Factor B 7 Gardco by Signify ECF-L-80L -900-WW- 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 ❑ G2-3 CCT, TYPE 3 OPTIC, No DRIVEN AT -g2-3.ies Shield 900mA D 6 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 G2-4 CCT, TYPE 4 OPTIC, No DRIVEN AT -g2-4.ies El Shield 900mA E 3 Gardco by ECF-S-48L EcoForm Area LED ECF (3) LEDGINE SLID ecf-s-481 2 Absolute 1 135.1 Signify -900-WW- - Small, 48 LED's, LIGHT ARRAY(S) -900-ww F-1 F 32-4 3000K CCT, TYPE 4 DRIVEN AT -g2-4.ies OPTIC, No Shield 900mA + 491 ,2 ,. +2 +A 3° D,, ,, ,3 +M ,. +n, +M +ns +n, 'c. 4 Notes: @2 I "Art 1. Existing lights on site are shown with label Existing lights are at 15 ft height +n, +� I"+nn ,, +23 +,. 4�' +31 +3, +3. ,. :_ 4n8 + 4�' 4?' ,H +•. +� ,, +n, +ns +ns ,, +n, +n, . � + + + + + + + + + with 40OW metal halide bulbs. Some existing lights exceed 0.5 fc at the property + + + + + 4 + + + + + 4 + 4 40 1 4 +00 1 4 4 + line. 2. New lights to be mounted 15 or 20 ft, including base, as specified on the plans. +91 +n, +2 +A +:8 +34 5 +3 +3. + +3. +A + +3 +3 +e +le +•A +.n /%! C-1@20 +!. +v �. +03 +n, 1 +n, +91 4 '9. + 4 + 4 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial .' +n' ,H +3 +25 +2A 43' ,! +3 +A +H +H +H 4v 414 4=' 473 4n• +1 +H +H +3 +3 + +2 +A 467 4°' .1 4n' + + +9. + 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 + + +32 #11 +0. 52 «2. 21 +1. 4 +12 + +9. 0. 01 00 0. spillover of lighting from luminaires onto public roads and property in residential or +91 401 +B-4@2' �S +3 +3, 3, +.2 +3 +3, +3 ,.. +vi +3. +!A +38 + 4H �. +!3 +u, +3! +aH + 4• +�e #� 48 43 + +n� +n, 48 43 �' + + + + + rural areas zoning districts shall not exceed one half footcandle. 4. Existing lights on site vary between 3000K-6000K color temperature. All new .' 4n' 4H '4 1 4� +11 427 u 4v .• 4y 4v +H 42' 47 `' +2 +� 41° 423 4� 4' 4� 42° +3 .' 4n' 4n' +n' 4n' .' light fixtures or bulb replacements to have 3000K color temperature. + + + + + +91 4 4 + +01 5. Provide light gray, square pole for proposed fixtures to match existing. + +12 +°H +' +" +2A + +2° + +4' +S! +. +32 ! +•° +21 1 5 @#20 +3! +"12 +3! + +"+M2 +01 +n. + 1 +a! ' . ' . +01 +a! ' . @ 20' +oz +G. +n, +n. +. +S + +S, +8 +M3 ♦ ♦ +m +a' +3 + +i, +!e +2 ! +S +OA +n. +ns +n. +n' +0.! . . +n' +0.5 . + #12 +9S +°3 +n! +x, +3° +23 +v +3° +.S + +3. +2H +3° +A +n, +n2 +91 +1 +n. +91 1 + +n. 2 +w +n. . +n! +n' +0.5 #n 4 + 4 + + +a2 +°2 2 +03 +n! + +H 5 +22 +xs +3° '35 +le +a° +!3 +21 5 +A +n, +n2 3 1 +ns 3 1 +ns +n2 4♦ +n, +A +3 +i +A S 1 +ns 43 + + + + +00+00 + + +n, +93 +" : +� +. +2° +2H +!3 +i. + +32 +S +n7 +n, +°A +n. +°A +n. +n4 +n! + + 'm +2H + +3. +2 +O3 +°2 +, ±' +ns + + + +9. 49+ +9. +°S +n! �. +A +A +.° +A +.° +A + �B +nH �, +ne +s +u +32 +2 + +S! +3 +2e +. +ne +na �e +ne +A + ine +na +S +e +21 +v i }ss 4! 4 4°2 1' 4n' 43 + + + + + + + +n8 +" +" +n, +A• j +na +OA +°S +n. + 4M7 +2 41 +4 + +3 +3 4. 11 +H + +3! +I 4� 4. +3 +3 +. +3 +'.48 +e +s +3 +3° +25 +3° +i! +55 4� +off + + + + + + 4, +nH +nH +.n +. } #S } #S +. +S -6@20' + +_+m +i +2 +3 +♦ +e +e +x° +3 +xI +'.+.S +2° + +A +H +♦ +2 +3, ! +3� +" +S° +3 + +S +2 +S +e +A ♦2A + +xH +� + +10 +!S + #33 # + +n• 4 + + + +0. + +n3 +n4 +n7 +. +2A +23 +3. +27 +2H +27 +27 +27 +" +3. +32 +23 ' 5 +S! +H .. +2 +, +. +H +2. +27 +3. +4. +3A 3. +37 +. ,. +32 4' +„ +H. +2. . A +nn +n. 4 A +nn 4o +n! +oH +3 +2. + +H +- +3• 4�° +H +. +2. +2A +, +.2 +3 453 +3! +!. 4 4 +A 432 4. +,5 4_ +35 +. +A +A +S +3! +2. 4,1 +35 +2 +7 #' 4 +3 4 +A +7A 4SA +52 +2, 12 + + + ❑ + +n, + +n° +27 +_ + EX._L.pS, Cm I +°° +34EX. LP,2 _ 3'815. +H GXL+ A15' + +3 +Ss +H +�+H + +2 «' + +33 +ns - 15' +03 +n, +P +H +,3 +Se 4' +,H +54! +•2 +.A 4_ +5A +S! +S 4,3 4 +•. +,.° 4" +1_ +24 +53 + 4" 4�s +„ +s. +34 +!. 4,3 +3, +2 el +ns 4. +1 +00 + +n4 +3 +2H +2. +3, + +3. +31 +33 +33 +32 +31 + +H +,2 e3 +S e. +° +. +A +. 7 +" +" +3 +n, +ns +ns .. + -3@15' 4�2 +ns + + +3 +2A +,2 +,2 +u +27 44 ° +!S 4,1 +33 +2 42 +3! +!S 4,1 +37 +!H +,° +3. +,5 +,° +35 +3 +3 +H+11 4�' 4_ +n' el +ns +. 491 1 1 +91 +ns E-4 @ 5 -5 @ 15' + +12 + + #'• +3H +4, 3 15. E�S,LP -11 ,35' IS 1 +' +23 ° %LP -9 52S' +!, , +, +37 +S. +S. ±• +. +,4 + +s el el +ns +. +n� +ns ,. + +ns , +�2 4n5 4 + h +•A +2° +3.3 +lH +en 4 +u +2. +37 U. +2 +se +3. +1_ +35 +137 +ln +32 +3, +32 +,H +52! +31 +42 +2, +M, +n, +ns +ns +. 1 +ns +91 + + + + 4 + + 4 + + 4 +4. 4 + + ' ® + 4 + 4 40 1 491 4 + +12 +3 +M +35 +37 +H +35 +37 + +7 +3H .. +H ll +32 +3H +,. +4, s ,. +3. 41 +" +3 ., +" +°3 +._ .2 +ns ,. + +ns +n, +S4 +.3 ss +3. +H +3° 57 +37 +7 +S4 +.H + +S! +44 ,2 + +. + H +m , 3 �3 +n! +.2 �2 +ns ,. . , +H + + + + 4 4 4 + 4 + 4 M2 4 . LIGHT P 18 1 EX. ' A-17 EX. A-16 EX" A-15 @ 15' EX. 5@ 1 W. + + + +°. +n� +ns + +n� +n� + +ns +. + +. +4n + _24 15' + +n, +2, +�3 + +2H + +2, +2A +H +A +2H +36 +2! +22 +22 +23 + +25 +2A +, +.! +3 +H +. +., +n ,' +°H +n. ,3 +12 ,. 4 + 'p. + + 'p. + + + + + 4 + + + + 4 + + #°3 +" +� +3j +u + +ss 4 +H 4 +ss 43. +A +A +3° +23 +lH +3° +32 +2e +28 +3° +22 +23 +A +, +H +, +, +3 +3 +. +A +1 5 +. c- + +'0. + + + + + + + + + + + +00 + + + + + 4°2 +S +. +37 +3. 4n + +A +33 +A 47 +3 +. +Sn +3, +!H 4" +,3 +. +,S +3, 4,2 +H 4" ° 4" +ln +2, +27 +33 +2H +23 +25 +22 +H +3 4o2 +n, + + + +0.+ + +0.+ +G.+ 4 4 +0.+ + + 4 4 «'' + +°' +13 + +A + +°A ±' 4 #" EX+ +2. +. ,. +2 +2B +2. ;, +,A +23 + +Hn +S. +„ +37 ;. +. +. ;. + +H +n, +ns +. 491 -19 @ 15' �� q_20 .° .A .A .A 22 ,5 ,A • -22 @ 15' A-23 @ 1 .9. + + .9. 4 + .9. 4 +G. 4 4 + 40. 4 +n0 40. 4 +n0 +A 4 4 + + + }• 491 +ns +ns +n' +n' + 4 4 4 4 + + + +9. + + + + + 4 + 4 +' + + 4 +n 40. + + + + +G. 4 +G. 40 0 ROUT+E250J21CHkOND,ROARn, + ' + 4 + 4 + 4 + 30 0 + 4 4 + + 'C + 4 + 4 + 4 + 4 + 4� a] STATISTICS: Average = 2.2 fc Maximum = 28.3 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Fxused Engineering 912 East High Street Phone: 43FW-5140 Charlotlesville, VA 22902 stamp-ergineering.t &W1 13TTM N .45183 TONAL E 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. LIGHTING PLAN Scale: 1 "=30' Gardco EcoForm Gen-2 combines economy with performance in an LED area Project: Gardco EcoForm Gen-2 combines economy with performance in an LED area Project: Gardco EcoForm Gen-2 combines economy with performance in an LED area Project: luminaire. Capable of delivering up to 42.000 lumens or more in a compact, low Location: luminaire. Capable of delivering up to 42.000 lumens or more in a compact, low Location: luminaire. Capable of delivering up to 42,000 lumens or more in a compact, low Location: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm Cat No: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm Cat No: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm Cat -No: features an innovative retrofit arm kit, simplifying site conversions to LED by features an innovative retrofit arm kit, simplifying site conversions to LED by features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral Typ8: eliminating the need to drill additional holes in most existing poles. Integral Typ8: eliminating the need to drill additional holes in most existing poles. Integral Typ8: control systems available for further energy savings. Includes Service Tag, our Lamps: City: control systems available for further energy savings. Includes Service Tag, our Lamps: City: control systems available for further energy savings. Includes Service Tag, our Lamps: oty: innovative way to provide assistance throughout the life of the product. Notes: innovative way to provide assistance throughout the life of the product. Not": innovative way to provide assistance throughout the life of the product. Not": Ordering guide WW-GM AR M 3 example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK ECF-L 801. 900 Wl AR T082 120 120V DID 0-10VEmernal EaDForm sue and area, Large 80 LEDs IS modules) 96L 9fi LEDs (6 modal 900MA IA 1050MA 17A jW0 8W 800mA U 1050mA t2A 1200MA Wan White 3000K,70CRI Generation NW-0 Neutral While 4000N, 70CPo Generallon2 CW-G2 CoolWhiM 5000K70CRI Generalia2 Arm Mount (standard)' 208 209V 240 240V 277 277V 347 347V 480 480V 0XV 120-27ry (50/60H7) HIM 347-48011 (50/6OH4 dimming(byothe DOC Dual Circuit Curb FAWS Field Adjustable Waltage5elemor SW Interface module for SiteWise°" LLC Imegralwireless module°"%e IN. BHIevel functionality'^" DvmDlmn ..Automa0 Profile Dimming 2Type 2 2-90 Rotated left 2-270 right light 270' Type The mounting mmm[m9 lots must beordered separately (see accessional SF Shp Filter Mountsl 3Type3 3-90 Routed Ie 7-270 Rotated 2Z70' CSSO Salary 50% _. tenon) -4 Shows - Rotated C530 Safety 30% left go Dlmming,7hwmu Rotated CM30MedIan3O%Dlmmli right 8hars'< 270' Type SW with PCB Pholocomrol Ending Square Pole Adapter Textured Fl Side Bit Black ' Button"° (120,277 347VAC)° Included in WH While TLRDS F2 Double Standard BZ Brame with Twist Lack (208,240,480YAC) Product DGY DaIkGI ' Receptacle iB MGYMediur 5 Pin 11 Puts Mount Fusing Terminal Block- Custom Fri Single Twist Lack �•m•�rv�° RPA „��,,,, Twist Lock ReapmcR!w/ Phmoalltt Double 240,480 Canadian Increased optional color or RAL (ex: RAL7024) Custom Color (Mustsupply color drip for required factoryquote) 1. BL-IMRIS/7 equipped with out -boarded eaneor housing when B. Notavallablein347or480V 15. Notevailablewlth Do, DOC, and FAWS dimming control options. voltage le HVU(347-48OV) 9. Must specify Input vohete. 18. Not available with Do. DOC. FAWS and LLC dimming control 2. Mounts to a 4" round pole with adapter Included for 10. Dimming will not be connected to NEMA receptacle K ordering options. square poles. with other control options. 17 Must specify a motion sensor lens. 3. Limited to a maximum a 45 degrees aiming above horizontal. 11, Not available in 460V. Order photocell separatelywith TLRDIll 4. Not available with other tl ill.antrcl options. 12. Not available with DCC. 5. Not evallable with motion sensor. 13. Not avallable with SF and WS. RPAs provided with black finish 6. Not available with photocontrol. standard. 7. Available only in 120 or 2'77V. 14. HIS not avetable With Type 5 and SW optics. a GLa DLC . ECF-L_Ecol'orm_ersa_large 03/20 page l of Ordering guide example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPt-TB-RPA-HIS-BK ECF-L 80L 90 = AR. 4 ECF-L 601. 900 WW-G2 AR roe 120 120V DID 0-10VEdemal IMPo3 PCB Fusing Square Pole Testified EcoForm 80 LEDs 9DOmA Warm White Arm Mount 208 208V dimming(byothersp Integral with moccor l Adapter Bit Black 2Type2 Fl Single siteand IS modules) 1A 3000K, 70CRI (standardp 2-90 Roland 240 240V DOC Dual Circuit Combat- #3lens" Buttana° (120,277,347VAC)s included in WH While area, 1050al Generation2 left 277 277V FAWS Field Adjustable TLRDS Double standard BZ Brame The large NWii2 2-270 tl 347 34N Wattage Selector's IntegIMPo7 Twist Lack (208, 240, 48DVAC) (2 product kGray DGYMeduan 12A 1200mA Neutral While (allowing right right 490 480V SW Interface module #71e s" g7lens° Receptacle TB MGYMedium Gray 4000K,70CPo mounting 270' 0NV 120/6OH Pot SiteWise SPinro PoRising Terminal :96L 800 gle FPI Single Generation2 kitsmus! (50/fi0H7) LLC Integral wireless TLRD7 Block" [mlemer 6 LEDs BOOmA bearateld Type? HIM 347-480V module°aav Twin Lack (20, 177, 34rvAC) s RPA specified (6 modu U CW-62 sn!poronty 3-90 (50/60Hz) BL BI-funlevel Receptacle FP2 Double Round Pole RAL Specify 1.2A CaIWMM (See R 39D Routed functionality'^° 7Pin10 Q08,240,480VAC) Adapter optional 120 SOOOKion2 70 accessories) IeN90' (fits to 3.- RAL 1200mA Generation DynaDimmer:Automatk TLRPC py3 Canadian (ex:RAcolor 702 SF 7-270 Rotated Profile Dimming Twist Lock Double pull CM. 3.9'O.D. Cusco Color CC Custom color Shp fatter right Reaptaclaw/ 240,480VAC)° pme)° (Mustsupply CSSO Safety 50% Mount s Dimmin8.7hars"" Photocells" Sues prole Lion NIS color drip (fitsm2°%" Typ04 CMSOMedian50%Dlmming, (l0kAstandsed) Internal for required O.D. tenon) Shoals- Housing factoryquote) 4TyPe4 SP2 Increased 201UI WS 4-90 Rotated CS30 Safety 30% Side Shield" Wallmount left 90, Dlmming,7houl with surface 4-270 Rotated CM30Medlan 30% Dimming, conduit right 81houni rearentry 270' permuted Types RAM 5 Type RetraM an mool SW Type SW AFR Ado From Row AFR-90 Ado From Row, Rotated left 90' AFR-270 Ado From Row, Rotated right 270' 1. BL-IMRIS/7 equipped with out -boarded sensor housing when B. Notavallablaln347or48D17 16. Notevailablewlth Do, DOC. and FAWS dimming control options. voltage is HVU(347d80V) 9. Mustspecifylnputvohege. 18. Notaveileble with Do. DOC. FAWS and LLC dimming control 2. Mounts to a 4" round pole with adapter Included for 10. Dimming will not be connected to NEMA receptacle K ordering options. square poles. with other control options. 17 Must specify a motion sensor tens. S. Limited toe manlmum of 45 degrees aiming above horizontal. 11, Not available in 48OV. Order photocell soperatelywith TLRDIll 4. Not available with other dimming control options. 12. Not available with DOC. 6. Not available with motion serwor. 13. Not evellable with SF and INS. RPAs provided with black finish 6. Not available with photocontrol. standard. 7. Available only in 120 or 2 .. 14. HIS not available with Type 5 and SW optical. kill ." C uL Us ECF-L_EcoForm_area_large 03/20 page l of Ordering guidt example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPI-TB-RPA-HIS-BK JIM6i ECF-L WW-G2 5 ECF-L 80L 900 All T0e2 120 120V DID 0-10VExtemat IMPo3 PCB Fusing Square Pole Textured EcaFam 80 LEDs 900mA Warm While Arm Mount 208 208V dimming(byothers)' Integral with Pholocomrol Adapter 2Type2 Fl Single Bit Black she and (5 modules)U 3000K, 70CRI (standard)° 2-90 Rolated 240 240V DOC Dual Circuit Commit- #3 lens- Button%' (120,277,347VAC)' included in WH While area, 1050MA Generation left 90, 277 277V FAWS Field Adjustable IMPo7 TLRDS Double standard BZ Brame The Large 120 Nyy{2 2-270 347 347V Wattage Selector's Twist Lack (208,240, 48DVAC) (2 product DGYDmkGmy 1200mA Neubal While (allowing right right 480 480V SW Interface module #71e s" g7lens" Receptacle TB MGYMedium Gray 4000K,70CM mounting 270' UNV 120 277V for SiteWise 5Pin 11 Pole Mount Rising Terminal 96L 8W FPI Single Generation2 kusmust (50/6OH7) LLC Integral wireless TLRD7 Block° CmMmer 9fi LEDs be "We HIM 347-480V module°acn Twist Lack (120, 17734rvAC) s RPA specified 3-90 RAL (fi modal U 1A CW-62 sparmsed sn!poronty (50/60Hz) BL M-level Receptacle FP2 Double Round Pole 1O50mA Ca1WNM (See R 39D Routed functionality's"o 7PIne (208,240,480VAC) Adapter aptioml optional SOOOKion2 occusorieg IeN90' (fits to 3'- color RAL R00mA l Generation TLRPC FP3 Canadian (ex:RAL7024) (ex:RA 702 SF 7-270 Rotated PmfileDynallimmer:Automalic Profile Dimmin8 Twist Lock Double pull (208. 3.9'O.D. CC custom Color Slip HT[e right Receptaclew/ 240,480VAC)° pole)° (Mustsupply C550 Safety 50% Mount s Dimmin8.7hours"" Photoally" Surge pmMtlton HIS color drip (fits tot'/e" Type CMSOMedian50% Dimming, DOIIAstaMerd) Internal for required O.D.teaN Shows- SP2 Increased 2011 Housing factoryquote) 4TyPe4 WS 4-90 Rotated C530 Safety 30% Side Shield" Wallmount left 90, Dlmming,7hwmu with surface 4-270 Rotated CFA30Medan 30%Dimming, conduit right Shawl rearentry 270' permitted Type RAM 5 Type Retrold an maul SW Type SW AFR Ado From Row AFR-90 Ado From Row, Rotated left 90' AFR-270 Ado Front Row, Rotated right 270' 1. BL-IMRIS/7 equipped with out -boarded sensor housing when B. Notavallablein347or480V 15. Notevaibblewlth Do, DOC. and FAWS dimming control options. voltage le HVU(347-48OV) 9. Mustspecifylnputvaltal 18. Not available with Do. DOC. FAWS and LLC dimming control 2. Mounts to a 4" round pole with adapter Included for 10. Dimming will not be connected to NEMA receptacle K ordering options. square poles. with other control options. 17 Must specify a motion sensor tens. S. Limited to a maximum of 45 degrees aiming above horizontal. 11, Not available in 480V. Order photocell separately with TLRDIll 4. Not available with other dimming control options. 12. Not available with DOC. 5. Not available with motion sensor. 13. Not avallable with SF and INS. RPAs provided with black finish 6. Not available with photocontrol. standard. 7. Available only in 120 or 2'77V. 14. HIS not availeblawith Type 5 and SW optics. ECF-L_EmForm_erea_lerge 03/20 page l of 7 .La is MFMIUM SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design F4scused Engineering 912 East High Street Phone: 434 W-5140 Charlottesville, VA 22902 shimp-ergia¢ering.com &W1 13TTM N .45183 TONAL E 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. 19.078 LIGHTING DETAILS N SHEET C9 OF 15 ME30 0 30 60 90 I ME ME ME ME ME 9 Scale: 1 "=30' C FWA ` * ,' i ON� t\Dd� �� ��� fig` C .! •� \71 ®�i I� . ."��.o 'o���� a`_e�' :�'i .n '.'rh - .auYe.r. .�+,. •^un^%� - '� .1!R kj 11 - •,� N� AA''•'""// �•i n 125 . y►� ,f �` 'I�ia�;-rTcrrraa•-� i�z'► .�'��ullt�. A 711Ir' 1 I \\ \ \I I I , I I � I <\ 11 \--- ` 1 I I I ENTRANCE 1 SIGHT DISTANCE RIGHT 1" = 50' HORZ 1" = 10' VERT I I 1 1J y TS l S/Gy14/D/ \ \ rANC I \ \ \ \ \ ENTRANCE 1 ENTRANCE 2 (RIGHT IN ONLY) - 1 2.30 L=242.gB \ T=t21 ah \ .S. ROUTE'250 RICVMOND ROAD,>✓ARIABLE \\ \1 / \ WIVH R/W HWY� P.B. XI-200 __-\ \\ \ D.B. 116rB-546 — - --- ,_-`- \ \ �tl'B. 229-56� \\ I\ •\ \ \ \ ---- { \\ D.229-56� %%U 435 430 425 420 415 410 405 400 3 J 1 / / 1 I I .�(m� AND I I '�i" AND COUNTRY LN 1 I I II \ I I Il 11 II i \i I t \ I I 1 1 I I I I I 1 1 1 1 I I I — _ � I it --- -- N 50 0 50 100 150 1'6+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 T) ENTRANCE 1 SIGHT DISTANCE LEFT 1 " = 50' HORZ 1" = 10' VERT 440 ME ME ME ME ME I ME ME ME ME ME Scale: 1 "=50' 435 430 425 420 415 410 405 j15+ 4000 50 5 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 43FW-5140 Charlottesville, VA 22902 stamp-erginearing.tom &W1 13TTM N .45183 TONAL E 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. SIGHT DISTANCE C 10' A6 420 Al A2 A3 A4 A5 m I. 420 ^ A3 ¢A3a M -^ ( Sa 00 U rn 420 AS ^ 420 410 M 410EX. STANDPIPE 1 005 415 J 415 FOR OUTLET 415 415 405+KOHGRAIDE 405 3 + 410 N N 410 Z 410 410 400 a00 z z z _ 405 0 F 405 405 w 405 395 395 J J J ZHN Z 400 x X 400 a c6 a 400 400 390 390 N 395 ¢ ¢ ¢ 0 395 Al I o ~ - 395 MATERIAL AT 907 o 395 38510 03�5 M > z PIPE HAS - 390 w Z - 390 p `O a 0 2 .,.� BOTTOM > 3901 � 00 10+50 l l +QQ 0 M 00 385 "� MAI AI M MMM 385 � �o 0 > I- 4.11LG' - o z 360 z¢ 0> _ 360 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 36510 00 10+50 11+00 11+50 12+00 12+50 13+0305 1 STORM PROFILE Al -A6 C11 1" = 30' HORZ 1" = 10' VERT 360 F1 F2 360 355 355 A4 4a M 300 E1 425 D2 D3 425 410 n 00 N 410 410 _ 350 350 �m o o N 5' N 420X.GRAD420 405 3 - 0 405 w 405 I Z _ _ - o_ 345 345 Z 415 w 415 400 40034n no 400 400 z 340 340 Fq 410 410 395 _ - a 395 395 395 - 335 335 405 '� 405 390 390 390 390 0 330 330 PLATE AT In a m N 11MM - 3g of 400 D 400 385 F z z 10+50 11+00 5 385 °M° 385 0> 10+50 11+00 11+50 > z o 32510+00 10+50 11+00 11+55 z >Zz 0 - z o - 380z 380 5 STORM PROFILE D2-D3 c11 1;; = 30; HORZ 6 STORM PROFILE A4-A4a 7STORM PROFILE F1-F2 375 375 1 = 10 VERT C11 1" = 30' HORZ C11 1" = 30' HORZ ," = 10' VERT 1" = 10' VERT SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 37010+00 10+50 11+00 11+50 12+00 12+'jJO Design Focused Engineering 912 East High Street Phone: 43FM-5140 Charlolksville, VA 22902 Sump-ergineering.°om 4 STORM PROFILE A3a-E1 C11 1" = 30' HORZ 1" = 10' VERT LD-229 Storm Drain Design Computations O 1300 Richmond Road o��� F Lr v SH a ic. N . 45183 S70NAL F� 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. 19.078 STORM DETAILS SHEET C11 OF 15 C11 LD-204StormwaterinletComputatlons Inlets on Grade Only Sag Inlets Only '15 00 � N � m I o O1V MATERIAL AT 90 COMPACTION WHER PIPE HAS <2' COVE ROP. GR Sad N _ 208.05LF - � ro 15" ro d z • ItattalrA;ellwlj COVER 0 o 0 I o�rn 0 `n + M p �f ad w ZH(n O H M z - v z v T) � yy O. ~ W •yy a O � m ¢ � U � V � Q r C N c r (UQ U }CO,. U F- Z � � � n � � o y � $i '13 Q. o 6 w a n D 1 I �, a Bi B2 00o pN ad I m � z3 �N o N _ w z�vl O H w z p 25.50LF - o of N ® 0.67% � - 15" HDPE � rom 0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4+ � H Z > Z > � 7U � >z M Z z Z w o' 0 ' m z 1 W 44. � 'Al M O From Point To Point Catch A (ac) Runoff Coef Inc AC Aculm AC Tot Tc (min} Tot Int(l0yr) (in/hr) Tat Flaw{l0yr)(cfs) Up Inv El Dn Inv El Pipe Len (ft} Inv 5 % Pipe Dim (in) Pipe Cap {cfs) Velocity (ftls) Flow time Inc {min) 1 2 3 a 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 Q.42 0.84 0.35 0.35 5.00 7.1 Q 2.51 411.00 406.73 115.66 3.69% 1.25 14 8.6 0.22 A5a A5 1.08 0.82 0.89 0.89 5.00 7.10 6.30 405.10 394.62 78.78 fi.96% 125 18 13.6 0.10 E1 A3a 0.49 0.82 0.40 0.40 5.00 7.10 2.83 390.80 389.45 208.05 0.65% 1.25 6 4.6 0.75 B2 B1 4.26 0.70 0.19 0.19 5.00 7.16 1.32 392.40 392.23 25.5 Q.85% 1.25 6 3.8 0.11 B1 A3a 0.05 0.77 0.04 0.22 5.00 7.10 1.59 392.03 389.45 117.58 2.20% 1.25 11 6.1 0.32 A3a A3 Q.05 0.73 O.Q4 0.66 5.00 7.16 4.68 389.25 387.69 240.12 6.65% 1.25 6 5.1 0.78 A6 AS 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 AS A4 1.14 5.00 7.1 D 8.10 399.42 393.95 66.18 8.27°,6 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 O.Q9 1.42 5.00 7.10 10.10 389.45 387.69 28.24 8•�°� 1.25 20 16.2 0.03 A3 A2 0.�9 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 D.O6 A2 Al 2.49 5.00 7.10 17.71 376.78 375.00 59.48 3.00% 1.5 20 12.6 0.08 CG-9A C ENTRANCE EXPANSION JOINT 0 0 EXISTING OR %, WIDTH OF ENTRANCE O y//'�•'' PROPOSED EXPANSION SIDEWAL� K / / / •% l�� i :�' / EXPSION JOINT W� FLOW UNE p e'-Ox ENTRANCE WIDTH DESIRABLE MINIMUM 15' EXPANSION JOINT ABSOLUTE MINIMUM 12' ISOMETRIC VIEW EDGE OF PAVEMENT C HALF - PLAN WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 5'- 0" TO MATCH THE MOUNTABLE CURB CONFIGURATION. WIDTH OF OX TO OX CHANDEpARABOUC CURVE ADJACENT ,TER 8" WIDTH OF SIDEWALK- _ L FACE OF A _ S CURB E b'.. e.. �' el.•�. e. s.•I:.•s.•N'T 4' 4^•?•=•eo„=e4'^oT4:! •44.0 Pe 8R CLASS A13 UH.ES.)CONC' 12X MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS Fare •�127( MAX. SLOPE S" AGGR. BASE TYPE I SIZE 29 "` 3X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' NTERVAL MD BX MAXIMUM DECREASE FOR SUCCEEDING MINIMUM D' INTERVALS Q FOR SIDEWALK, CURB AND GUTTER - BUILT CONCURRENTLY. ® FOR INITIAL CURB AND GUTTER ONLY. ® FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED. SECTION C-C ® FOR PEDESTRIAN ACCESS ROUTE - MINIMUM 4'-9' 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 PONT OF GRADE CHANGE. xv=r STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPFCFICATION ROAD AND BRIDGE STANDARDS I REFERENCE SHEET 1 OF 1 REVISION DATE (FOR USE ACROSS SIDEWALK) sDz 203.DI VIRGINIA DEPARTMENT OF TRANSPORTATION E-1 15 BARS 1 8" C-C TYP. gApS a88• C-C TYP. I I I I I Ill ] :::. A :� I I I I I A B TI.:. B .' I I I I I 31Y' IAETER � �;' � •,. 1011 :.. �1 � I I I I I TT :fl TTTTTTZ I :'. TTT-.. PLAN STRWWALL00TURE THICKNESS VAR°ARES PLAN CLASS A3 CONCRETE CLASS AT CONGIETE SECTION A -A SECTION B-B NOTES' 1. THE STANDARD SAFETY SLAB (SIL-O IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MR4IDLES. JUNCTION BOXES ARD DROP NPTS WITH HEIGHTS GREATER THAN 12 FEET THE PACING OF ADJACENT SAETY SLABS STALL BE 8' TO IT WITH NO SAFETY SLAB LOCATED WTRN 5 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT E LOCATED BELOW ANY INLET PIPE OF 30^ DIAMETER OR GREATER. 2. THE COST OF THE SI IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N RACE DRAWN= FOR FURTHER DETAILS 3. OTHER WH�N�ABLE. BE�R TO FROM STAAGGGERED ACCORDINGLY E TO THE t 5 BARS 1 8^ C-C TYP. 4. SAFETY SLAB MAY E CAST-N-PLACE OR PRECAST. CAST-N-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BEM (4000 PSI. ENFORCING �...iy�;�. STEEL TO E N ACCORDANCE WITH AASHTO M31. :;•.)l�, 5. ACCESS OPENRNGS MAY E 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL E RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT �°�,�AR� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, EC IFICATION BPS RI ROAD MANHOLES AND JUNCTION BOXES SEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.14 Do -Ts 03 DOWELS, B" LONG A WE ERMSSIBLE AT 12" C-C CONSTRUCTION y 5' IN JOINT 12:1 MAX g 1 -LTIi 8 1 2 t Y2:1 MAX 1FnB TL RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1DE 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 :1 48 1 MAX I-2'MIN.--I SECTION A -A ERM6SIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET {" CURB 6" CUfU 0 { 6 1 5 7 2 5 8 3 e 9 4 e 2 5 10 15 fi 14 15 39 in w 0 (r U � TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE, SWET 3 OF SPONFICATOR CG-12 DETECTABLE WARNING SURFACE ;5 TYPE B (PARALLEL) APPLICATION Y VIRGINIA DEPARTMENT OF TRANSPORTATION 203.08 NOTES' SHAPING OF MAIHOLE AND INLET INVERTS N ACCORDANCE WITH THIS GROWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLAINS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPUCABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A OR CLASS C1 EXCEAND PT THAT 25X OF MIX CONFORMING AYY BE UP TO 4' N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMN EXPOSED v- SLOPE TO GRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAW TO INVEOF RT N a. DETAILS OF INVERT SHAPING AS SHOWN HEREON IRE FOR EXAMPLE _ I ' 4 . 4 • : I PURPOSES ONLY. EACH 1U1NH0LE OR DROP INLET IS TO BE SHAPED NDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AID FLOW uEs. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AM �°� STANDARDS STANDARD METHOD OF SHAPING SPECIFICATION E SHEET 1 OF I REVISION DATE MANHOLE & INLET INVERTS 302 10 6 .0 8 VIRGINIA DEPARTMENT OF TRANSPORTATION PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FLL TOP OF FILL GROUND LINE x GROUND LINE x GROUND LINE x ' � ' I �wX Z�-WEAMRII rrrr7 - -II ROCK EARTH DI UNYIELDING n ry SOIL 0 0 BEDDING - MATERIAL a MINE D BEDDING VD 0 X D X BEDDINGMATERIAL MIN. 1 1"D PER TOF H I.B", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1.5 x D MN. 1.5 x D N. 1.5 x D MIN. 1.5 x D MN. 1.5 x D MIN. 1.5 x D �MIN. � i0P OF FlLL TOP OF FILL TOP OF FILL x /rrrrrrrrrrrr rrrri/rrrrrrri rrrrrrr//r/r/ = - - :: •kt' //rill rrrMAMA ,.L.L•;: - - F •v ti rrrr rrrrr - - r/rrrr� riiiir = - ;:' •'+ - t:{h:::: •} //r Nr •.y::: ::: ;i•{: rrrrr rr// - ryf.}?.? ':';ti�1:{•, rrr - �_ /rrrrrrrrrrrr //r///irrrr rNrr//../r ry r+ •'•':• fi441~..::: rrrrrrrrrr rrrrrr/rrr - { Ar CROIND + = • rrr -r.+•;•:; GROUND + - = rrrrrrrrr a rri///rrr GROUND o ;;.:. }rrrr::r, LINE o ;%.•r•.•:•: LINE _ r _ - \ �• = { �: ', p -LINE - is r: Air+F••; - < ROCK OR 19 dl MN. 1/q 0 UNYIELDING u Pi MIN. I /10 0 MIN. NANO D X 0 % BEDENGG I'{ ER SOIL D RIAL X X a BEDDING EARTH MN. a-, BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECT ON 302 OF THE ROAD AND BRIDGE® NOTES) SPECIFICATIONS - CLASS �.REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING. CLASS I BACITILL MATERIAL N ACCORDANCE I WITH SECTION 502 OF THE ROAD /uND BRIDGE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET D7.00. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC PIPE , I IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACNFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE ARID fi" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY E OR 12" OF CLASS I BACK FILL MATERIAL. USED IN PLACE OF CLASS I BACKFILL. N ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. `VEDOT A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" 302 SHEET LICE 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 1070, SEE NOTE w..A'.a .'A - w :6 e ..-A -1 Y Imo" RAINS Va. i IS' ..A. SURF, BASE LI re •.- •:a LUTO mvA u 6 CKIUVC J 1/UNUAMRUA CG2 NOTES 1. THIS ITEM MAY BE RECAST OR CAST N RILE, 2. CONCRETE TO BE MASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL E PAD FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY E EDUCED AS MUCH AS W 115" DEPTH) OR INCREASED MUCH AS 3" 12P DEPTIO IN ORDER THAT THE BOTT OF CURB WILL COINCIDE WITH THETOP OF A COURSE OF THE PAVFAQIT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO E B" AS SHOWN. NO ADJUSTMENT N THE PRICE BD IS TO E MADE FOR A DECREASE OR AN INCREASE IN DEPTH. R 5. CG-2 IS TO E USED ON ROADWAYS PM(EETING THE MPEMID XEA' OFFTORR CGHI RO 6T31ON MANUAL, SURFACE BASE �E61CA1[N STANDARD 6" CURB 1$p2 VIRGINIA DEPARTMEM OF TRANSPORTATION 2a.Nn PAVEMENT MAP LEGEND HEAVY DUTY ASPHALT ® HEAVY DUTY ASPHALT - OPTIONAL 0 LIGHT DUTY ASPHALT - PAVEMENT MAP Not to Scale 2.5" OF SM-9.5A o0o0o0o0o0000000 6" - VDOT #21A BASESTONE =� COMPACTED SUBGRADE 1 )LIGHT DUTY ASPHALT DETAIL C12 Not To Scale • • • • • • • • • • • •lllIll• • • • • • • • • • • • • • • • 2" SM9.5A ASPHALT 2.5" BM-25.0 ASPHALT BASE 6" COMPACTED VDOT #21A COMPACTED SUBGRADE HEAVY DUTY ASPHALT DETAIL NUI IU SUALL 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR 0000000000o000000 #4 BARS AT 12" O.C. = -III-III-III-�4" COMPACTED VDOT #21A -III-1 1-111-11 �COMPACTED SUBGRADE TO BE FIELD VERIFIED 3�DUMPSTER PAD DETAIL C1 2 / Not To Scale CG-/ NOTES L THIS ITEM MAY E PRECAST OR CAST IN PLACE. L CONCRETE TO E CLASS A7 P CAST IN PLACE, 4000 PER IF PRECAST. 3. COMMOTION CURB 1 GUTTER HAVING A RADIUS OF 300 FEET OR LESS UAANG FACE OF CURS) SHALL E PAD FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STASIL® OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUffFA BE CONSTRUCTED PARALLEL TO TTE SL SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG-8 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A R OF THE V10T ROAD DESIGN MAMML. •D I • fi" 7„ . • SHIMP ENGINEERING .. D , D .. D , LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT THE BOTTOM BE THE CURB AND TALL TER MAY BE CONSTRE Design FxYSed Engineering PARTO THE L OF SUBBASE COURSES PROVIDED MNMUM DEPTH OF P' 912 East High Street Phone: 434-227L140 IS MANTNNED. Chml00esville. VA 22902 shimp-elgineenng.tom THIS AREA MAY E CONCRETE AT THE OPTION OF TE CONTRACTOR COMBINATION 6" CURB & GUTTER BOR VIROr1A DEPARTMENT OF TRANSPORTATION WP-2 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 MNMUM 1 %, 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) IT" 03 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N 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 E 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 I/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY TE ENGINEER. S. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO E 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(0) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONSSHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE INACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(R) OF THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISOR DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 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.T HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION a5ro'o' Ga IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. 5-2 TD-33 iA , IUTM N 1. 45183 TONAL E 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. SITE DETAILS SHEET C12 OF 15 C12 C� 15 2 2C -1 2C -1 117-8 NO PARKING LEGEND — GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND — WHITE (RETROREFL) Reduce spacing 50%. "See page 6-31. ' "See page 6-2 for arrow design. :SEE SHEET 3 OF 3 FOR IAA / BEARING PLATE DETAILS O'71^ 4 SP/ 1,_ SEE NOTE 6 B 1 ■ D D ACCESSIBL R7-8b WAACCESSIBIE A 8 C D E F C H J R L 12 6 W5 .438 15 IS .5 10 1071 3559 15 IS r 3M 43B 225 2D I 150 2493 S7B4 15 of PARKING APPLICAHON DIRECTIONAL APPLCATION COLORS LEGEND -GREEN (RETROREFLECfME) OR BLACK COLORS LEGEND -WHITE (RETRDREFLECTI I BACKGROUND-WNTfE (REMOREAECENT) BACKGROIAID-BLUE IRETRDREFLEGTNEI C (TYPE I ) TWO SECTIONS OF W-BEAM RUN ON ONE SET INSIDE THE OTHER I PLAN BOLT 6"ELONANCHOR L9A 6/a" DIA EXP. ANCHOR (FOR STANDARD GR-FOA-6 BOLT 6" LONG WITH TYPE II RUN-OFF DETAILS, WASHER SEE SHEET 3 OF 3.) 6'-9W 5y2 . �B �B I I 3 5 6 r � � ��RE ER TOIF TCURB STANDARDOFUAICRED, 4_0 I I I I I LI � 4 LI 5 LI 6 THREE 5/n" DIA EXP. I 13 ANCHOR BOLT 6" LONG WITH WASHERS. 9 1 2 ELEVATION NEW BRIDGES - ATTACHMENTS ONE WAY TRAFFIC - RUN-ON, 2-GR-FOA-1, TYPE I - RUN-OFF, 2-GR-FOA-1, TYPE II TWO WAY TRAFFIC - RUN-ON, 4-GR-FOA-1, TYPE I EXISTING BRIDGE ATTACHMENTS AS SHOWN ON PLANS. TWO SECTIONS OF IN (gl ONE SET INSIDE THE OTHER. GR-FOA-1 MINA SPACES GR-2 OR TERMINAL END TREATMENT NOTES: 1. FIXED OBJECTS MAY CONSIST OF BRIDGE RAILS, ABUTMENTS, PIERS, RETAINING WALLS, WITH 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 USED WITH THRU DRILLED HOLES AND A I%" BEARING PLATE ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 7. DRIVE NAIL WITHIN 2" OF THE TOP OR OTTOM OF THE BLOCKOUT AFTER u " X 18 BOLT IS INSTALLED. 9 8. SEE SHEET 3 OF 3 FOR RUBRAL BLOCKOUT DETAILS. BRIDGE TERMINAL OTHER FLAT STRUCTURE M2 IT n 10 �g GALV. STEEL 100 N COMMON NIL. n 'e. N SEE NOTE 8. o y GUARDRAIL I SEE NOTE 6 6OL SEE NOTES 4 & 5. I L J SECTION C-C SECTION A -A ITEM MATERIAL/SPECIFICATIONS/NOTES X 18" LONG GUARDRAIL BOLT AND O CESSED NUT O STANDARD 6" K 8" WOOD POST AND BLOCK O STANDARD W-BEAM TERMINAL CONNECTOR O STANDARD W-BEAM RAIL O NUT X(S" LONG BOLT & RECESSED GRHDWAIL ORECTANGULAR PLATE WASHER (SEE SET. GR-HDWI Oj BENT PLATE RUBRAL (SEE SHEET 3 OF 3) OC6 X 8.2 RUBRAIL (SEE SHEET 3 OF 3) 8" X 8" X T-6" LONG WOOD POST I. g 0 8" X 8" X 14" LONG TREATED PINE BLOCK OR RECYCLED MATERIAL 10 WASHER FOR %" BOLT SECTION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. VDOT REFERENCE W-BEAM GUARDRAIL - FIXED OBJECT ATTACHMENT ROAD AND BRIDGE STANDARDS 505 FOR USE BETWEEN VERTICAL FIXED OBJECTS AND GUARDRAIL (WOOD POSTS) REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION OV 14 501.25 SAFETY FENCE (421) HANDRAIL) W. SLEEVE —IT POST 2.33' SEGMENTAL 2.50' BLOCK WALL BY OTHERS 1.50' MI - . /7 4.00' ■ 3.67' GR-2 GUARDRAIL HIM 8' MAX. + e' MA)C �{ its, r— �. MAX. 8'-0" —>i 1/6. gg° SOLJD STEEL SNODTH 1-STA ROD (PIP. r7Oi'CP s C 1" STANDARD PPE. IV,' D.D. EXTRAARSTRONG PIPE FORSPOSTS I MAX. MAX. I I (I 7L4ye" O.C. (TYP.) 2'-3" YAL THE THAT IS A AlEOIMED AT EACH N)T704 r4m GROUNDING Ll ELECTR CONCRETE MORTAR qUB E CONCRETE HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRALS SHILL BE GROUNDED AND EFFECTIVELY BONDED. MOUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST'D, Fill Q FOR ALL DETAILS AND DIMENSIONS 140T SHOWN SEE STD. FE-CL. STAB)Alm FE-CL llE 0.pDv s SLNE POST. SP1 O.D. GR"DING R NtDIR1D POST ELECTRODE A" COVER fA T O.D. O f1 TOP ESS 'RILL I CIA. BE4 , OLT3 ITYP.) 72. p,-O.. _ { 'R ENO OF RETAMIG WALL CONTRACTION JOINT 0 ♦ ! { ## REOD. Rill-2 RETAWV WALL + F#it IF # +# C ALTERNATE INSTALLATION ON WALLS { ## #### '16�# # t, # ?H19EXINDRNL ISTO_. IUD R10 eCTION trot PEDESTIRA/1 Ap SMWLD T BE P EO MMIT LOCA7KIN R MIOHT BE SIR3JECT TO AiY VEIBCIAIR I AGT FOR PROTEC ST /Em GVAppRNL SHOU.O BE USED. T B'NWIYW CONTACT WITH SOIL HN8rtA1 70 BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUIL CODE. STANDARD HANDRAIL METHOD OF LOCATING AND ERECTING 11w :Ace VIRGINIA DEPARTMENT OF TBANSPORFATION dOjDs NU I I U JBUALL POST' SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. SLEEVE-ITTM /,/AROUNDTHE 1224R LID CAP UNIT SLEEVE-ITTM 1224R (12.OX24")DEEP CUT THE GEOGRID FRONT . SLEEVE HALF FILL SLEEVE WITH SLEEVE-ITTM SYSTEM REAR y CONCRETE, SET AS NECESSARY SLEEVE HALF ~ FENCE POST. x SRWUNIT� t:� COMPACT TO 85% MDD STRUTS REINFORCED PER ASTM D698. BACKFILL ZONE CANTILEVER BASE _ ^ _ _ r 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-)W MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITTM 1224R N.T.S. ASSEMBLY & INSTALLATION 1. General -The Shossi monfoundation system shall W purdlssed and installed by the retaining well canam or to ImporlaM Nob: Backrnl soil as prescribed by retaining Well manufacturer Backfill material show and sunourding Me facilitate future Force past imWlMSan. Contractor shall verity paper spacing requirements pia W installation. Sleeve-Itni system moat be compacted We mnnnum of 95%ofthe materiel§ na4imumdrydensityasdeasnmired by ASTM 2. Assembly &mallatlon- Rater Fo hsmstons povded with units For speofc imfonmatim relaletl W the assembly of Me DS98(Standard Proctor). BacMll and compaction within three feet of the Well face should M perFomred with hand operated Slowe-ItTM system and the coeecl installation procedure. When Me segmsnfal retaining Well has been con tin cled to TWO equipment as recommended byte Nabonal Concrete Masonry Amociabon (NCMA) SRW guidelines. Careshouldbe tel¢n feet from tap not Including the capslane: during the fret 61lifl to avid affectlrg the integrity of rre areas edending back Into See backfill zaee. Bhp 1: Prepare a level area applaldmatay 24'once z M' deep behind She Well fice. The prepared area should be 2C Repeat Above Steps for next Sleety-ftTM unit below Me prppw� lop of well (rat indudirg the cap alone). Shp 2: Take Me tso sleeve halves, pee front (no slots) and one back (With slats) and sly them on a level surface with the IN When installing fencing, poste must be caamhd into do Sleew-IC" cavity. (smooth fingers) and the OUT (mired ingels) opposite each prier. Intelwaaw the tva sleety halves by pushing the IN Fence posts shall extend a minimum distance of IS' Into the sleeve to eceure proper engagement With the SMea-IITM filter sets under the OUT finger Was. Flip the sleeve oar and Allow the same procetlum on the other side. Stard the unit system. All pasts must be an the'intlaard'side of the wrGal"on of the cantilever base. Do not install posh between vertically and use Me two plastic lea to secure the sleeve halves irep a cylindrical unit. vertical leg andwellface. Fill cavity completelywith co me WhencormlecurestopsoilaaMermrficialavermaybe Shpr:PWmthe Plastlsolc dmrfileverbaeeonthepreparetlareawiMlhewnimluprightaWul8"fmnthe Miilofthe placdowrthe Sleeve-I1TMeys W=ahfnal,6niahedap mnw. it Shp 4: Slide the sleeve war the vertical leg (the uncoated portion) With the slotled aide ofthe sleety Acing away From Me The Sleeve -It- product shall W ewn"a d no farther apartthan lO het m wnkae in any case. Use of Me SlBevd-II"' wall few. system is limited To the following fencing applications: SIN 5: Slip the uncoated end of each strut through the slots located in the back of the sleety and connect them to the -6-foot high and under chain link fences -6-foot high and underwmtl fence wiM gape rateeen boarda topmost transverse bar an Me wroal leg insitle the wave. Conned Me mated ends of the strata lo Me cashed base - 6-fool hight and under bellusra led PVC, steel, aluminum ormo ght iron fences. potion W the steel canteveg on Me semntl barewrae barlrom the reerof the baee. For otherfemcin temsaenifiall not meern these criteria canted Strati stems dehnmine 9 SY8 specifically g Sy Inc.,, Stop 6: Reposition rtheenure as the tap ofhe wrtial of Me reel suimbiliry.t(800)880-T75p or email atreh®geogridepm mneededby sum Me ell cantilever tittle the Sleeve curer eesembty. Make sure Me wall barer for anry remaining mllnees of block is accounted M erami any remaining kiss elan posgonng Me Sleety-ITTM in its foal loaapn. ALL material may be aubjecllo site Noting for complianw lo Me show awcifwtiona. Shp 7: Place enough 314" clean alone around Me system to students it Set the lid in place Win to handle Perpendicular to Wall as Mad uri Me next Sleeve-ItTM is plewtl with Me The le as hmee FOR MORE INFORMATION CONTACT: spacine.Use pecrfiguidaloenaurerW remencdle proper spacing requirements byde prpeby the force s ifcatias. Shp 8: When Installing geogrid around Me Sleety-ItTM system, slit the geogritl perpendicular Me wall tacajust enough W ��� �� STRATA SYSTEMS INC., Told around the sleety enaudng that the grid is properly 9llachad to the Well few wmrywhere With he mcopron of Where 1-800-680-7750 the sleeve is. This meMol Is acceptable by geagritl manufacami s when obstacles sudn as fence past four lions are iJ ! II r I I' I V' - d ) i 1 \ uL-'k l� C� LUG G � EJE OR pre enL strata@geogrid.tbm [ avc;tis Pcc:Du�� DATE: 12/15/2007 SCALE: NITS DWG NO. SLEEVE-ITTM 1224R SECTION 500 R R °Di Pt AA NEW SWM EASEMENT �y T. M. 78-6 ff LOT 7 .65 ACRES p LOW 1300 W� RI MOND LLC -4.f D.B 5272-714 D.B. 01-454 PLAT WALL ORAIN PRO® WaIDdn ProDERd-SNelieed IW�(LYaIn PmOe�M =Frd SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434 W-5140 Charlotte ville, VA 22902 stump-ergineedng.tom ie , 1U� N .45183 TONAL E MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE I I I I - I� L CG-6 CURB SUBMISSION: 1.00'� I � �_i 8c GUTTER �� --- 2020.02.21 REVISION: I a Ex III- 1) 2020.06.15 I a STOP I \ 2) 2020.06.22 [ARB] ° SIGN � � � � I li 3 2020.08.10 ARB ° Ex NI MAILSO I I i j 4) 2020.09.25 [BID SET] 5) 2020.10.22 6) 2020.11.30 [ARB] 1 7) 2021.02.08 NEW 30' SWM�` �. NEW 1 SO' WM A J Ii 1 EASEMENT �.�EAS ENT file I /// 8) 2021.03.24 �� .9. FILE NO. SITE DETAILS .� I �� 1 WALL HANDRAIL �L BEGINNING) \ ��� _ � SHEET C13 OF 15 GUARDRAIL SCHEMATIC 2 TRUCK CIRCULATION R C U LATI O N THROUGH VEHICLES TO USE S CORN ENTRANCE Rai — — THRWGH SITE TO PANTOPS CORNER WAY \lVH C� 3 SCALE: 1 "-1' C� 3 SCALE: 1 "-50'C1 3_ EV1 ¢Oq w rw NEWIN I 6" IN FIRELINE I 3 I � I x m 1w] VAN ° x I o C FtN(:IN(i o 6 GV \ , W%�6x6 TEE \ J 3 3 �•��6 VW �w �\ o f D X _X �X �K,\W .\ I X _X I —x�W �w \ f I O\ \w �W H �w I \,� NE WM FROM — —x —x M �5:W mow\ v, " ORP STOP x —x oAs—GAs —x s �w I x x _x —x x ' cAs — �k 4 5 �W � � d / \ nw 6„ PE WATERLI E • .6°GV—x � • — \w'`H, -PCFDC O aG �aD �aD RD �RD RD x y. V3 NEW FHA x �x �x —x —x x aD R RD I 8"TEE * o a W VAFZYABLE WIDTH I ACCESS EAStMEN�x _x x —X —x X —x ——x aG SI Ulti —xm—X —X —x x x —x —X 470 II Q I II ZIW `S `S U DO 04 -0- O 00 • a m A a ° as ° I I D 0 3 FROM EX. 3 I I STUB I I I 3 I NEW 8" D)f WL I w w—w— w V \ 90 � V1..'! 1A'aP mild Ole L,r. _�.� eti' rem*y�,`Y •:,� 1 WATERLINE PLAN VIEW C14 NTS GAS- GAS- GAS- " _ DGG WM 0 VAULT �G ucu� ONU ° �w Gu D 425 425 420 NEW GRADE 420 FROM EX GRA 415 415 a z- 410 _ — 0 410 El I Q J --o — za EXIEZPRl ow w n r 405 N w w ~ N _ — 405 z o In w 400 LL' - 400 za 395 Sxw COVER —EXTERIOR 395 HA � 33gg 310ggpp +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+500 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Fxused Engineering 912 East High Street Phow 43FW-5140 Charlolksville. VA 22902 stamp-ergia¢eringil & 1IYM N .45183 TONAL E 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 6) 2020.11.30 [ARB] 7) 2021.02.08 8) 2021.03.24 FILE NO. WATERLINE PROFILE 2 )WATERLINE PROFILE SHEET C14OF15 C14 NTS C14 Chargel CPF50 Catarrhal[ AL 1! It Introduction Specifications Dual Pedestal Mount CPF50-1-23-PE DMNT-Dual PRODUCT LEAFLET Electric Vehicle Infrastructure DC wallbox UL The UL certified ABB DC wallbox is a - compact 24 kW DC fast charger perfect for offices, parking facilities, shopping areas and car dealerships. or With its low -power and high -voltage configuration, the DC wallbox can be installed at sites with defined or limited available power service, all while serving today's and future BEVs. The ABB DC wallbox Is a compact 24 kW DC fast charger with one or two outlets supporting CCS and CHAtleMO protocols. Operating the wallbox is easy thanks to a 7" full color, daylight readable touchscreen display. This Includes starting and stopping of charge sessions, progress Indication during charging, help menus, language selection, and PIN code access control. As connectivity is the key to successful EV charging installations, AllB's DC wallbox features Age Ability Connected Services to enable authentication, payment, monitoring, remote diagnostics and repair, as well as over -the -air updates and upgrades. Benefits of low power DC solutions Low power DC makes sense for applications that demand shorter charging times and higher charging asset utilization than AC solutions Can provide, while finding balance with moderated load demands and installation costs. where charging power with AC equipment is often limited by the onboard converter of the EV, usually rated 3 to 11 kw, any additional power the AC charging station could provide, remains unused. With the DC wallbox, 24 kw peak DC power is provided directly to the battery, bypassing the limitations of an EV's onboard converter. Mainfeatures • 24 kW peak, 22.5 kW continuous fast charging • 60 A high output current • Future proof due to DC output voltage range from 150 to 920 V. supporting all EVs today and in the future • Single or dual outlet: CCS and CHAdeMO • Daylight readable 7" full color touchscreen display • Future proof connectivity: OCPP 1.6 • Capability for remote services • Compactdesign • Robust all-weather enclosure for indoor and outdoor use • RFID reader Kay optional features • On -screen PIN code authorization • Input current limiti ng software to match site requirements • Web tools for statistics, configuration, access management, remote diagnostics and repair • Integration with back offices and payment platforms • Customized branding possibilities Configurations The DC wallbox is available in the following configurations: • Single outlet CCS-1 • Dual outlet CCS-1•CHAdeMO General spect lmtims DCoutputpower Nearpeak-22.5kWaminuous DCoutputvoltege 150-920V. DCoutputcurrem 60A uaerinterfade 7-fullcolortouchsattndisplay Worriers. ISO/IEC34443A/ill IEC15693, NFC reader rude, Mil Calypso Networkconnecnon GSM /3G modem 10/1006ase-TI fMmet Communkstion OCPP 1.6 enabled Environmem Indoor/outdoor Operaeng temperature -35•C to a55•C (de -rating characteristic applies) Proternon W54,indoorardoutdoor Di merMons (li x V I 770 x Se4 x 300 mm 30.3x23x11AIn Chargeable 3.Snncrlm O2' or 23n Weight 60kg/132111eexduding backplats(10 its /22 kao and cables Charging prOmcals ccs-1 CHAdl AClnutpowerconnection single phase: Ll, N, PE Split phase: Ll, L2, PE Inputvdtagerange 200-240 Ve y-10%(60;h Max rated input current 100 A(current limiting options available) Emclenry 94%atnominaioutputpowe+ Compllarseandsefary UL, FCC Applications a Public and private parking areas as Community parking areas • Parking areas of hotels, supermarkets and shopping malls • Workplace parking areas • Charging stations is Highway rest areas T bWMen Emidn CHAMMO Cliegirg Plug 7 and calve 2.r OILEDdsok, Push Mbru ,� RFIO aNur hter coal Specifications Model Input rating EVDU25XXA10( EVDU25X)(M EVDU2rMOXX 180-305 Val 60ft 165A max. 480 Vac, 60H; 40A max. 208 Vac; 60Hx; 90A max. Wiring 1-phase/Lt. L2M, PEhaselLl. L2, 1.3, N.PE 3-phase/L7. L2. L3, PE Poorer factor 20 0.98 Current THD Compliant with IEEE 519 Efficiency, 94% DC output S1 SAE J1772 DC Level 2, 50500 VI 65A mex., 25kW max. DC output #2 CHAdeMO, 5Dd00 Vdo, 65A max., 25 kW max. Protection Over current, Under voltage, Over voltage, Surge protection, short dreult, over temperature, ground fault Display 2.7" OLED screen Push buttons Multi-fundional buttons (LED light: Orange, Blue) / Emergency stop button (Red) Authentication ISO/IEC 14443 Type All RFID for Lisa authentication Network interface Ethernet (standard); 3G (optional WIN (optional) Operating temperature -22*F to 122eF (-30*C to 5WC) Humidity < 95% relative humidity, non -condensing Altitude lip to 2000m (6500 ft.) Ingress rating Type 3R (I11154) Kral IK08 according to IEC62262 Cooling Forced ale Charging Cade 3.Om to 7.9m (9 to 25 R) straight cable Dimension (W x H x D) 680 It 430 x 230 mm (27 x 17 x 9 Inches) Weight 47kg ItD4 Ibs), excluding plug and cable Certificate UL, UL 2202, UL 2231 Nigh voltage charging capabilities Applications 1 theira As electric vehicles and their use cases diversify, I� • Office, workplace high voltage DC charging has become more • Hotel and hospitality important to increase charging power while • Parking structures ensuring as much efficiency, safety and usability in • Dealerships ChargePoinl, Inc. Copyright©2019 10 of 15 DC charging systems. ABB's DC wallbox can meet up pas ln0. ABa 1nG we real me dght to mare temmral Wa .Urban fleets to 920V DC fast capabilities to enhance power 4050 E. Caton Center Blvd 800 Hymus Boulevard eoc�mene.�mhout priownxm�w • Public or private campus output across a wider range of today'sand Phoenix, AZ 85040 Saint-Laurent, QC H45 CBS carve all rill In rule dpcmnerx and emesugeamanerendnwstrations a • Multi -family residential tomorrow's EVs, including both passenger and flee United States Canada mrrtamedthereil reproduction, • High voltage fleet applications vehicles. Phone: 800-435-7365 Phone: 800-435-7365 disdpsuretothik wrnesor utinran s of itscoMeMa-Inwholsorin urns -is Ahm • Sites with sensitive load concerns E-mail: US-evdUussbb.com E-mail: CA-evci@abb.com foretell without prior written naentofABeoWr1gh2919MB. aro Installation and Operation Manual 2 Installation and Operation Manual 33 e T� abb.c•m/aveherging All rights resercetl. � 1 '�VW EV CHARGER ( 2 )AUDI EV CHARGER C15 NTS C15 NTS Porsche Universal Charger (AC) Technical data: Electrical data Overvoltage category (EN 60664) III Rated short -time withstand current (EN <10 kA eff. A, 1 p, 6h*; CEE 400 V/16 A, 3p, 6h*; CEE 400 V/32 A, 3p, 6h* * For countries that fall within the scope of DIN VDE 0100-722, a Type B residual current. Device is required for new installations for charging plug-in hybrid vehicles. NEMA 6-30; NEMA 6-50;NEMA 14-30; NEMA 14-50; NEMA 5-16, Cord hardwired connection. YP-41 (JIS C 8303 Class ll);TYPE B (US); TYPE B (Japan); TYPE E/F; TYPE G; TYPE I (AUS); TYPE I (CHINA); TYPE J; TYPE K; TYPE IP protection class 54 Elevation max. 2,000 m above sea level Degree of contamination 2of contamination 2 Parts: Porsche Universal Charger (AC) Cable -Type 1, 19.2kW Control Unit-19.2kW Charging Dock Hardwired whip 2401 Hardwire Assembled unit Pedestal mounting options: reassesses A) Slim B) Pedestal Single —Black C) Pedestal Dual Upgrade (used in conjunction with single) 6 EV Charger Fact Sheet t ,I,�ILN 1® Elefilt�iflfall, Max Output Current Ampere Up to 80A Phase Single AC Power Input Rah - Standard 2081240VAC 60Hz single phase With IEC151181ISO15118 YES Certifications UL2594, UL50E, UL2231, UL991, FCC Part 15 Class B Wiring - Standard 3-wire (1-1, L2, G) Output Power (kW @ max A) 19.2kW (240VAC @ 80A) Input Cord Requirement Hardwire Charging plug SAE J1772 (80A) Input cable hole I IIII :,,,Tuumu luuull 3 ••ee' Mounting holes (Drin 9r fling screws_) SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Chadoltesville, VA 22902 Phone: 43 227-5140 shimp-engineedng.com �4 of r�C�l I�a 1 13TTM N .45183 TONAL E 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 6) 2020.11.30 [ARB] 08 3PORSCHE EV CHARGER CHARGER 7) 2021.03.24 8) 2021.03.24 C15 NTS FILE NO. 19.078 EV CHARGER DETAILS C15