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SDP202000018 Plan - Revision 2021-02-08 (2)
LEGEND EXISTING NEW 10 10 311.5 x x1A 311.5 TC x x'- 311.5 TW x x1- 311.5 BW x x'p X X m m OHU OHU ucu ucu O q q S S W W O O GAS 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, INC 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 (0311612020) w/ portion from LIDAR retrieved (01/30/2020) Delineation of LIDAR & Surveyed Topo Shown Sheet C3. Topography Field Verified by Justin Shimp, P.E. (03/25/2020 BENCHMARK Datum for topography is NAVD 88 Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005, (Community Panel 51003CO287D) a portion of this property does lie within a 1% annual chance floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This watershed is not part of a watershed supply protection area. STORMWATER MANAGEMENT PLAN 1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areas downstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pond is to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet to the 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have been checked to ensure the drainage area and/or curve number to these pipes have not increased. 2. Water quality will be addressed by purchase of 2.59 Ibs nutrient credits to meet the VRRM redevelopment nutrient removal requirements per 9VAC25-870-63. 3. Detention Pond Coordinates: • (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 129 parking spaces provided, 5 HC parking spaces provided, total 134 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: 177 PARKING SPACES (W/ 8 HC SPACES), 4 LOADING 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 (Newl 840 128ServiceBays 37 20 57 28 35 63 Total 37 20 57 28 35 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. SDP2020-00018 - TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1"=2000- Map provided by Google.com SHEETINDEX C1 COVER C2 SITE OVERVIEW C3 EXISTING CONDITIONS & DEMOLITION C4 SITE PLAN C5 GRADING & UTILITIES C6 LANDSCAPING PLAN C7 LANDSCAPING DETAILS C8 LIGHTING PLAN C9 LIGHTING DETAILS C10 SIGHT DISTANCE C11 STORM DETAILS C12 SITE DETAILS C13 SITE DETAILS 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 Stmet Phone: 4M-2273140 Charlottesmile, VA 22902 skimp-engineenng.wm Lic. .45183 �F`ss1011YA`L 6IV 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 FILE NO. COVER SHEET C1 OF 15 19.078 1 C1 \� \ THIS PROPERTY CORNER IS APPROXIMATE J" r ONLY. PLATS OF RECORD SHOW THE PROPERTY LINE L �^ TO FOLLOW THE STREAM. HOWEVER, NOTES h P ON SURVEYS OF THE ADJACENT PROPERTY STATE „; ro THAT THE STREAM WAS RELOCATED AT THIS / u" y$ o^W CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE OF THE ORIGINAL STREAM LOCATION EXISTS. x A THE CORNER PROPERTY LINE SHOWN HERE ON IS TO THE CENTER OF THE EXISTING STREAM. / T.M. 7 T.M. 78-58K / WILTON, LLC JAM S A., JR. & PEGGY W. DETTOR 7 D.B. 1130-125 D.B. 3713-419 / D.B. 1198-307 & 308 P _ m°� D.B. 2700-317 PLAT ZONED: R10 NNh �' D.B. 391-296 PLAT D.B. 201-455 PLAT ZONED: R1 X. & PROPERTY LINE IS S OW S THE STREAM ON PLAT �? h e" GAP RECORDED IN D.B. 201-4 & _ An ry �� „D„ D.B 1198-307 & 3 FS MI ` \\\ C) \\ \\ Sy �.S /T `-__ ` '. m n / `�' m rP ,? 0.038 ACRE T.M. 78-58 _ _ PANTOPS CORNER, \ \ \- - _ / \ \ `\ \ \\ `\� \\ \\ \` 'LO 0 P i \ \ - - P -" VERLA I ; LC. \ \ \ - - - \ ... _�..�'�_-..._... l __ .. ..._... - L2 PEREUS S- MAPS. of OVERLAP GAP ..A.' \ \ \ \ `, \ \ ,- _ - - / `___ .. ... ... _..._... _, - L3 1'ERIFlED 5-21-20 Y L4 •'(,`n D.B. 4358-684, 1 \ �\ < \ `\ ' - ----'' _ --I --.\ - - ..._. ... _...'... _ �usnH sry(rna,, P.E. - - - <s „B.' - 0.008-j CRE J \ - - _ - _.._... .. _ _... 0.002 ACRE 688 PLAT - - ..... wa .. 8 ACRE i ZONED: HC NI X. 1 ` \\ , 0.00 \ \ \ \ \ \ \ \\\ ., \ ` / -IRON FOUND \ \\ "'(EtEGRAPH C0IAPANY OF MiRGINIA EASE^YFr _-_-_/ -_OC I f \\ 11 IIl II II II IIl I\ `\ _ DAM BREAK INUNDATION - _..._ \+ u _ X ERIGAW\ELEPHONE AND - \ ♦ '\y L-__"��' l ROUND 18 -�4� \ 14 \ \ I \\ \ .� ��\ \,`\ SHO -P� _ _ T'a \\ L15 IRON FOUNT IN \ \ ZONE (STATE) I '` _ _ - -- _"__' N wN _ P ` J `... ., - _A p OB.940�NPLAT 80- MONUMENT BR -1{dhJNDATION , -___ 1 OO R F OOD "$N -� 20'PSAOIN OF . . -. ANERIC�N TELEP 3> / CORDED ` �_r \ ` \+\ \\ MONUMENT DAM AK e I\ qNT _ ,� \ ` ZONE_�('ST,ATE) C -- --- /' HONE IEGRAPH c�/, \ -\ I Z'AZ+ x \ \ __, ^\ ` `_ C -J I \ \ \ I\ J> \ _ E'AER-EASEYENL- i //� 9,1 �dNY OF \ J 1 \ C' + --� -i / ` _ I 1 \ \N. 0 V �_ A (D.B. 1549-598)NRGNI I A 0 A+ �-- I A \ \�' _/ - 340- EX. RIP RAP � �' __A �� � -:. �� \ __ PRESERVED SLOPES - _ "� ►"' - -r - -- PREEF;YIED SLOPES \ -------- �� \\ \ \ �`•�--�\1R' -- _ ____________ 350 FOUND \ . LIMITS OF AMENDMENT ; j -- \�\� �\ � ` � \ � � \ � - - . .11'ryA. ,a '9 .r 7. I T,d.I`d` COUNTY OF ALBEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-45% (804) 296-5823 \ - f ryL - IRON I / \\ \`\ \\\ `\\ \\ __�-� 15' OM= _ DI FOUND PERMA ISMEIST BDMSTRUCnOtT\ / / AND GRADING EASEMENA \ \ ` \ \ \ _ I J / - - - - - EX. DI 1 / - \ / / (D.B. 4553-4]3) \ \ \\ \\ \ \ SOT x \ \- -� J -360- - -- - DRAINAGE EASE S p( ` �CR A.�- _ -� . Id 5.59 ACRES (DOES NOT � EREAPS-OR-GAPS) \ ,. II --------- - FLOW 1300 RICHMOND 71 'T V _ Imo. D B 20 PLA -0,!3__5272-714 D I I /' \ _ _ - D.B. 1168-546, D.B. 440- --------- 0-.B--2-23-5_69 & D.B. 201-454PPL I %%; �- -- - - / / - - -- - \ \ \� w _ - - sAN MH "----- I \ ''/ ;• ��' /,�''' - -_- - ItvIAIV, dED SLOPES T�\� \`` \\ \ / I %-----)F-7E--- -3>a_ _ _ _ _� 5 ill l---------------------- - - - --- - _ _ ,--- - - _ -- -------------------------- - ------ -- - �__ - ` - _, � 11 STORY METAL /�� __-__ 2 DING / _ NOHK 901L ____ it ---- _--- ------ - -- - -` _ _ -�_� \ II/, 1 \ �� ---_- _------------ --- ---- /'' April 22 1994 • :-•_ -__ --_; _----_____ - - ---- / / \ - = �_ -' 06 ._-__________ _ _ _ _ _ - '�-s-- _ l 11 _______________ ____- ,ss - - --__ --_ ` - - - - _\ / I /lI/ \�-------------- ------------------------- _ w _ _ s, _ m I� \ ,`.'.'.'.'.'.'. ♦'.'. 'S`-J�l / l _ _ i I - - - - - - - - - - Gloeckner & Osborne, Inc o , •.'.'' -•_y( _ _ ' ? J / / / _ - c - ��� / / `\ --- ATTN: Brian Smith = I ,'•'•'•'•'• - _ _ s _ _ �.€FENF� "'+�- `� `aN _ l l I / __ - 710 East High St JI--'�`---- , 'rt��_. f-__ - _ -, i� �o� Ex. °o�-_- ` `-S I `� °\ uuES / / r l D .11 10-71 \ i I s �� �-.r s- s. / - 1 1 `- _ SLOPES �/ //' i / 5 �� C Charlottesville, VA 22901 ��E*��� k r- - ! / -- 11 1 v JI _L_ /-16.95 410- �o ',�: w I I I--------------1, l I DLE 1\ I ' _ -x- _x _ I ! Ek M , I I I I I X �� RE: SP-94-04 B & B PARTNERSHIP __ w3 "°' 1 r g`l - _ / / / 3 -701, / / - h /) :r:- 1707 P AT Dear Mr. Smith: /.� // ... ... J i i i i i i I ! .,,,,, , , . - _ 40a_ - E- �_"__x`••- - -- b�I�Dap6. ONE STORY STUCCO - III l T,'- ^ \ --- - ` ,� {taP} - - - - - . MM 1 I I I 1 The Albemarle County Board of Supervisors, at its meeting on April 14, 1994, �/ / , W/ BASEMENT _ ` I �� -----� / � / ti,,, "'� - - -__ s \, ---,\ ,� •\ -- - ---- - _ R / / I III I ,'- approved the above -noted request to permit outdoor storage and display of /' ����--- -.\ ----- vehicles within the Entrance Corridor Overlay District. Please note that this ' ;/ / \ \> >? --- - -/ \) 1 / I / I i / r� _---_ /' _ approval is subject to the following conditions: /.� ' `\� ��_ , i \s 1 �� " ` x / ! / / -, 1 Useshall not tecommen a until Ba Certificate of A ro riateness is issued a \ \\ ',',',',. \� ____ 0 N""PSTea�, °s / / / \ ` PP P h \ - I/ \ 4 I l I y I� 416 _ _-_ \ \ \oE% BOLLARpS _ M III l ' 2. Development shall be in general accord with site plan titled I I DI - I v I �' r jam,. `�� ' Brady -Bushey Ford dated November 5, 1993 revised February 10, 1994; I _ _ L- FF 3. Administrative approval of the site plan for this use. MA6 NALST N \ -'I eLFvana =az oa 1 �V i Before beginning this use, you must obtain a zoning clearance from the Zoning I I. .. .. \ _ _ I''' I � I $ 1 / Department. Before the Zoning Department will issue a clearance, you must I I 1 \ \ \ � _\ �\ \s 'r \�, / I I 1 I I \ � comply with the conditions in this letter. For further information, please I 1 \\ ' \ \ 7) m i I j / call Babette Thorpe at 296-5975. I \,, /I I y y q regarding _ I l If you should have an questions or comments re ardin the above -noted action, III II - \ \ ` I \ p\ \ // L r I I I I I I o i l -- - --' I 1 / , lease do not hesitate to contact me. P Ex. P > E; LP 1`z � E%. MH \�F1 �- \ , i I I I I T.M. 78-5A 1 I ITR . 1 - ,Iy I I I I / / Sincerely, . ,g Ex. le O ', ,', '.-. ■ - T( y, CA TR E oAK TREE / 1 _ PANTOPS CORNER, LC I / aoX TREE) oAx TREE / ! ! __ D.B. 4358-684, I / / ,� ab, o / g I I / ! / / 0 I 688 PLAT , / - ��c a\� i EX. ONE STORY STUCCO �Ex""RL II 1/1 / l/1/' / / 6�� C,c - ZONED: HC 1 ,� ,/ �� ) _' \ &BLOCK BUILDING / V. Wayne C�!/L�/imberg 11 �, ' ' T,STOP '4 _� a / / Director 6f Planning & C ity Development I / / 'SIGN - p1 \ \ \ I / �' / \ - _ _ 1 %." 1 E x x x. EX DI tirA�LB vv V■._f-- E _ Ts Ex Iz Ex. Is' x 2' i +. v\ 0 K T EE OA TR E OA TR DAK THE J(1,11 ` - c it ,pS' . .'.'.'. 4 . ' iL . / ':" / r - / PP xl TE OC TION Of , - - / 1 N �\ _ - - _ \� HRU " \� � VI INI EA MET l 5„ CON �WV I - � P EX. P E%. LLP [/X. P O Ex. PO SHRUBS -' 8 O O�E�ryplfBS E Ex ( -� / - - - - - ----- - - -- „� , a..■- , .. , I ` _ e 1 W. OF XMEND/ME APPROXIMATE LOCAnON OF / / ) SET (DINT 1 C MBINED UnDTY A , w, ,w - - - / OHM/ -\E -'- / COMBINED UTLITY EASEMENT / / F VEPCO, CD, & ACSA FOR VEPCO, CENIEL & / LM - ■' 01,1 ■ ■ ■ - ■ ■ ASCAAPPRGKM WE LOCATION OF 0' / BEGINNING I I (DE. 1168-546)1 AULT ■0. I WATERLINE EASEMENT I (P.B. 1549-598) 1 I ( r± ■1 \ R=1118892' \ \ \\ `♦ \ \ \ I \ \ \ L=242. \ \ T-121.9 S. ROUTE11250 C-242.53 / RICVMOND ROAD,NARIABLE J.DfiH R/W HWYi P.B. XI-200 D.B. 116� 46 \\ i / . 1 II 1 1 I ( 6----- _ 50 100 \�. 229-56) D. 229-56� \\ `.\ \ \ 1 I I +/D ( T01 AND COUNTRY LN Sale: VWC/jcw cc: Amelia McCulley Jo Higgins B & B Partnership 1 / / I I I 1 I I 1 \ SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 4M-227-5140 Charlottesmile, VA 22902 shimp-engineering.com Q PLi (�A,,� y �2 U MP D Lic. NY45183 ��s'SIONAL 6� 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 SITE OVERVIEW SHEET C2 OF 15 LINE BEARIN DIST CE \ L2 S74'S0'04'��' 22.88 --t3, /^1S8 'S0'19"E ' 47.65 L4j I N$9'09'b6"E `L3- 21.14 i L6 54574'43� �.86 1Z_-�'S60'42'33"E / •% 7.93 L8 N75'32'OOJEI / 162.8)'- L9 575�32 00"E � 58.18 L10 N79'30'14"W 46.20 L11 N60'42'b3"W - 12.51 L1Z' S'/930'14'E _ 10iZf> L13 S8T0T09"F,�' �- 40.46 L14 56331�'E 19.35 _ L15 / S35'05'12'E -5.74 L16 /' N75'32'00"W 73.82 ' L77 S7532'00" -'' 37.19 L18 52235'13"W ,--Y3�4' L19 N6SY6'S0"W / 25.22 'L20`- / N35'OS'12"W 13.75 \ \ _ bPLAI_ ___--_ �— — _"----_ —� FOL Ap --- 350 /14" 1_� \���\ \\\\\� �\ \ \ \ \ \�� �- I DAM BREAK INUNDATION ZOONF�. / r /\ - ro __-- - _--_ -- \\ \ \ \ (STATE) "i U C i_�— =�� --� - - \ \ v< so 0 0 DPLA1 IRON I / PERMAIVENT-CON RUCTIO<\ \\\ \\\\ \\ \ \ --- —" I // ' / EX' \ \ / AND GRADING EASEMEN?� \ \ \ \ \ \ \ \ ' — EX. DIFOUND -m / A V v A vv 3 --_-"�\�- — — — 20 PRIVATE' \ / / �V / (D.B. 4553-473) \ \ \ \ �/\>0 \ \-- _ _ _ — - " / �) — —360 — DRAINAGE EASE D\B. \ / 219 LAT)1- / --- I ,� ------ T.M.78-7 -�'`� I I ' �' .L�TTv �\ \ i---- -360 C- IC ---------- v,-/ fo / v _SOT 8 00 FLC W��� O\\ - - -_ IN I ----- - i 5.59 ACRES DOES NOT INCL —�— ,� N � `- OVERLAPS QB CAPS)/ a FLOW 1300 RICHMOND 1:� / 390 � I j 370 �__ — -- -D-8__ 5272 714 `D.B.01 LATE _ — I —�-- D.B. 1168-546, D.B.—440-37 PLA- \SAN MH -- — — — // i %� // ! i LEGEND_D—�.--2��-569 8c D.B. 201-454 PL� v r� v �,,. / i GRAVEL TO BE REMOVED �3eo \ " 1 I I ��j�s _ \ I,1� � / / / / � / + + + + + EXISTING PAVEMENT / Y o S / �q X. SAN M 7 �.//////////// + + + ---- /-----------______— \ V/ ' — REMAIN PAVEMENT TO _ _ _ _ _ _ _ _ - - RESERWD - l 1 EX. ONE I EXISTING r----------------—_—__\_ — — —`\ _ _ \\ \ & BLOCKTBUILMIETAL// 4,J ''-- _ SCOPES DING + + + + — ---_-- — — ##1290 / L+++ + + + + t� + ------ 41 X. 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STOP s \ AUTOMOTIVE STOP + ++ 4 -�-+ SIGN TBR +++I++_ _� �� / SIGN _ ++ 4++ + *+`,p JI�v I / EX. GM / x x n MAILB X. .r .� TBR EX �P x x , EX- x X. �P EX DI P TBR + + + E R # + # + + #� X. , SUBMISSION: Ef 15' EX 12"' EX. 15" EX. 12" SHRUB \ 2020 02 21 0 K T EE OA TR E OA TREE / OAK THE % EX. O ORTION OF BUILDING TB 7RANSF°RMEk+ + 7 \ r REVISION: — .—.—.— / / TBR EX SHRUBS + - \v / TR + - TBR X DRAIN TAR ./ v' - - + - + _ + + + + _ + + + + Ex y + + + + + + + + + 1) 2020.06.15 o # +++ #++ + # + + _ HRUB x. STEP TB + + # + + / / / 2) 2020.06.22 [ARB] + + + + + + + + R \ + +++ + + + \ \ / / 3) 2020.08.10 [ARB] + + + + + + + + + + + + + + + + + + + + + \ + + + + + + / X. 9• - + + + + + + + + + + + + + + + + + + + + + + + i _-- \+ + / 4) 2020.09.25 [BID SET] REE�TB ++ « + ++ +� i PP OXI TE OCATION OF - - -+ O - + 1 \ E P s + + 5) 2020.10.22 \ �EP ON (CO �AN�O���� /� SHX.RU �G� WV + +' + \ + + E + + + + + + ++- VI GINI EA EME T ,+++ ++ +-+-+ - k +++++ +++++ ++ ++ ++ + + + +++++++ ++. ++++++ ++++ + \ _ s' # + + # + Ex Ex. P �0 6) 2020.11.30 [ARB] _ _PO (LP EX. LP EX. LP X. LP H «++++++++++++++++++ ++, ++ ++ + ++ +++ + ++-++++ - /� / / S PIES ) A AGED 7 2021.02.08 EX.O SHRUBS ��'� 4 �EX. O E DI EX �+ �+ +++ ++ ++++ �� / / EX. DO \ `---- +*+++*+* O «+++++++++++++++++*A-+- 4*+ X:+PAVEMENT+TA_R.- + + + + + +' + + + + + \ FILE NO. �. GRO N�OVER T0� . P ACED _ + SHRUBS + + + + + rn X.+P� MENT-TO REMAIN + + + + + + + a / / + + + \ —Gt -- — _— WAGED. / ++=-+ +,+ \ TiiR . �`+ ++ + \GPs-- -ms Gqs / €X. SIGN TB + + + + + +++++++++++ / IL i0.L0 // — — +—�cns+_t cPs - + + + + + + - SLOPES 19.078 * Gq GPS Cq5--G1S GqS- (. TGNS �CAS��GA -- _ — TO BEX. — + + + + — -, _ EXISTING CONDITIONS + + bW+ N�H— — — :� \ G 5= -- — DEMOLITION - II , yum— . \ eaYu x VEX 14� / \ / Q ill jeO ql Q[ w E EOX. 9TR Q / / Ohl x y NAI JV$9'38'y6; OAK TR E+� K E �E II . + K THE APPROXIMATE LOCATION OF / SET C TBR EPCOUTI ' /\ SHEET C3 OF 15 ( K TREE �a ' - - / OHS p0 \ / COMBINED UTILITY EASEMENT / / / 0 I FO VEPCO, C EL AC 1F WM � � �..-� / FOR VEPCO, CENTEL & / / / BEGI NING) I I (D.B. 1168-546)I 0 30 60 90 ASCA / APPROXIMATE LOCATION OF 20' / N I I I ( { / WATERLINE EASEMENT I `°' J (D.B. 1327-145) / \ _ / (P.B. 1549-598) 1 I Io a Scale: 1"=30' ❑❑❑❑❑ \ DAM BREAK INUND ZONE v \ (STATE) 2 -- SFGM 1 Mqk A NEW GR-2 H Gy 7S k RFT \ °C/ ` _ �-� WI �_. � 15' ERMAN ENT CON STRU ION � \ NEW 10' SWIM ACCES S EASEMENT__ 0 �, z GRADING EA 'yam 3 — KEW SWIM EASEMENT— - �� �� 2j077P7R-77AEE_(D.B. 4553-473) LJ \ \ \ \-CDR GEGE EAT (D.B. NOTE: ALL NEW CUR = a \ �_ 3619-2T, ;PLAT) ~ a IS 6" CG-2 UNLESSo o �? 1 OTHERWISE SPECIFIED. I�i oJ= a m�wJ =03 NEW x DI�2 HANDR ILS \� \ OiQ C/(0 I NEW GR-2 O w� ® 3O vi 6X / I — ---- \ DIP, X 18.0D'-24.00' 18.00' 18.004.00'' 8.00' 54 EMP OYEE/ SPA ES _ \ ;1 c / - -A ti $ Ir �. NEW OR-2 / SAN f�1H // \ EX. SAN MH C/ ° I •L PROPOSED PAVED PARKING AREA o - o SEGM E MAN HEIGHT 6, ,K W" HAN�RAI( X \ / RESERVED / SLOPES SOP ED " a -_ EX' ONE STORY METAL EXISTING PAVED4,2 — & BLOCK BUILDING STORAGE AREA #1290 v 3� a o o zy }/` O <� EMPLOYEE/ R ----- ; .., - .4 SERVICE NEW 10'x18' S __-- x--------------- �x--�-x ---*- -- :.S�ASES ,® 1 I DUMR'PA9�VL CONC. RET. WAL — -- 24.19' CP q RETAINING WALL SEC CO AX. HEIGHT 4' W/_4_2-HAND A� ° X �18.00' '� 2" - . AN T PROPOSED PAVED --—� MPLOYEE/ 5 EED O SERVICE O3 / .. ,p � � � S. PARKING AREA NEW LIGHT 'A �. `" �jgOP FE Ex_-- x-- 'X —x ---_-- _-EY' -— ---- -- — --- RDRA - x ---- ---- . SPACES P 1 _ POLE (TYR) — - - — ANAGED v- i Z \ o _ _ NEW 10' FWM SLOPES 56 557CE 0 25.00� EX. M w A R o o ACCESS EA M_71i,T - � - LOADINGS vy' 0 -' EX. M •� X/ �� _ X. OLE _ - x x _x Tx x x —X —X — —X X - -' 0 w_3 � '� h� / x "'rx — `\7` EXVEROPE FENCE\.A 60 P}• ❑ NEW STAIRS 'y� `�%p p �/X D B. 339 7O1 , 24.00' I < A\\ 4 A\\ \\\ WY (27) 6" RISERS RU 7O7 P AT EX GM 1 i CHARGER O �' _ NED. HC o x -X x BATTERY BATTERY —P EX a? ry0� t t BUILDING B o Qh STORAGE STORAGE x x w BUILDING BUILDING EX. SALES SERVICE NEW SALES 9 EMPLOYEE NN SHIMP ENGINEERING 4 SEGMENTAL K ET. (TO REMAIN) - FFE 416.60 SERVICE / 3Q WALL B MAX G 4' FFE 420.77 SPACES 11 z �'-� EXISTING PAVED W/ 42" AIL '850 SF NDTE: ALL NEW CU II I ' STORAGE AREA LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT BFE 406.77 SERVICE FOOTPRINT 6" CG-2 U / (NOT INCLUDED IN ? Design Focused Engineering 5,766 SF SE VICE RECEPTION OTHERWISE SPECIFIED. �I I ARKING CALCULATIONS) EC PTIO X.' \ 912 East High Stneet Phone: 4e4-2213140 PSTEh FOOTPRINT CG-12 �Charlottesville, VA 22902 shim a ineen _ Type B CASTIN PLACE N NG WALL CONC. v re.°om B 12 00 �� iS.' . f� rt e :, ........ _ 1 1 _l EX. BOLLARDS CG-1 I I LOADING 21 37 c - PL _VW L V,- /,�,,FOADNG/ i 1 CON C. EXTENDED i� iII G/Dlo J CONCRETE W _ I I 2 VAN MUTCD R7-8 SPECIALTY / �MUTCD R -8 CURB MAX HT. 2.5' ` -24.30'16 00' HC PARKIBNG PLACARD R7 8G AXEDAS R CO0. BY �2 ✓AN ACCESSIBLE PLAC D "1 �.0 2 EMPLOYEE ! PARKINGI PROVIDE 4" CURB 5 EMPLOYEE/ 1 V r U mp D - / IHC-- PRINS SPACE! W R7-8a 'o / CESSIBLElI ABOVE TOP OF ' \ T CUSTOMER I / NEW? i (PAVEMENT. SERVICE SPACES AN BUILDING Llc. .45183 SPACES - ARCHITECT STAMPED GONC, V✓ 30' SWMI SE SPADES POWER / MP OY E�. • , ACCESSIBLE NG Al :�� ------ ; (, CUSTOMER EASEMENT HC �ARI<ING EXISTING �4 f, SEE ARCHITEC?URAL� ) SERVICE E 1 EMPLOYEE) 1 0 POLE SPACE ---_ .�----DRAWINGSTERN FOR `'' - 9.- �HARGERL ;�� � PATTERNs & ❑ �. � _ � � � I I � I -, � � (EMPLOYES G FFETO PPROX 404 '' ---- - �SSIONpL E� DETAILS) i j A, DI V, REMAIN LP E L EX. LP EX. LP X. P -0- --L--------- -- -- ' 2' OVERHANG M T R7- 10 EMPLOYEE T.M. 78-5A - 16. U CD 8 / I � ,OR 16' PARKING SIGN W/ R7-SD SERVICE SPACES SPACES (SHOWN 1 PLACARD POSTED 1 ( OR PLANNING PAN TOPS CORNER, C �r s.0 zo.00-�I8.00' ON BUILDING MAJOR SITE PLAN AMENDMENT 1��00' i - - -i URPOSES ONLY) D.B. 4358-684 `_;-'' BUILD ALBEMARLE COUNTY VIRGINIA T — — — — — �---- EXISTING BUILDING A2 ------1 ' 688 PLAT 20 EXISTING DSPLAY SPACES 28 CUSTOMER SERVICE APPROX. LOCATION/ [�PA�.ES_J ° 1 FFE GE EX .MH------- \ 1300 RIC H MO N D -- PA MAIN (NOT INCLUDED IN NEW SIGN. REFER I 1 .F_ APPROX ZONED: HC REMAIN cALcILATIONS)� To COMPREHENSIVE X / ® '_� z� o 1 TO 37 950 REMAIN 414.75 ------- ROAD - FLOW SIGNAN - STOP AUTOMOTIVE SIGN .0 0 FOOTPRINT A// LIL LtL tSF FOOTP - RE EX / o i l i l (24,245 SF EXISTING; L X.LP EX LP EX. LP MAILBO 2' OVERHANG I 13,705 SF NEW) LOADING0. TRANSFORMER � o o 2414 FOR 16' ' SERVIC PAD SUBMISSION: SPACES (SH (SHOWN FORPLAi RE TI v x PURPOSES ONLY 2 .67' w; / - 2020.02.21 L. _ BUILDING A3 SHARED I REVISION: Nor c NEW CURB �.� =o NEW AUDI o� 1)2020.0 6.15 S 6" cG-2-UINLESS o A i rx; SPACE BUILDING 2 2020.06.15 ARB NEW 30' SwM- OTHERWI- SPECIE( NE w ,o' sw� A ES SALES BUILDING FFE NEW PORSCHE 3 2020.08.10 ARB EASEMENT \'`/ 3=EAS ENT<' I } ) [ ] N FFE 417.00 S > [ ] _ X. �. _ � 417.Op ALES BUILDING 4) 2020.09.25 [BID SET] PP2oxl� rE ocATlo�oF� / SIGN 7 FFE 419.50 NTaLEP oN� CoPAN� °� — R 5) 2020.10.22 AA S.i �M 69. 7 Vl VcNI EA EME T \ \ \ \ \ \ \ \ \ GG 12 6) 2020.11.30 [ARB] FH * i' A AGED 7 2021 .02.08 (LP P01 EX. LP-0- EX. ILE EX" LLP. X. LP -' - , 4' CG- � y"' ,. S PIES) OIL ---- — — �+ v4• v� NICAL UIPMENT OR THEIR UTILITY 07 3 CUSTOMERS" I I I SPACES_ 11 EXISTING DISPLAY . ,,rt �,: _ A R N THE ROOFS ALL BE SPACES TO REMAIN 4 CG-2 � FROM PUBLIC V W TO THE ANAG€D w (NOT INCLUDED IN r VAN ASO ABLE SATISFACTIO OF THE AGENT FILE NO. _ -1 EXISTING] ITH MATERIALS HARMO OUS WITH THE SLOPES ., I LARKING CALCULATION) ACCESSIBLE; DISPLAY 2 SPACES E TLDING, OR THEY SH L M LOCATED SO 7 CUSTOMER = 30.0 - SPACES HC PARK( SPACES 19.078 '. SPACE AS NOT TO BE VISI ROM PUBLIC VIEW po S �0 I I I l BL F 3 P (EM YES .. REG p E ,QgPP0000M�R�FiEN I�E w LAN OH 0 0 U 'p==--- ---- ii iv IF _ �7�TE PLl'1N :.. 4. X. P E PI! 1i �,OR,SC E a p ti �R N o s� 565' To 184' To -- SHEET C4 OF 15 / APPROXIMATE LOCATION OF COMBINED UTILITY EA • , \ PANTOPS ALTERNATE COMBINED UTILITY EASEMENT FOR VEPCO, CENTEL & ACSA WM OHU FOR VEPCAO,CACENTEL & APPROXIMATE LOCATION OF 20' CORNER WAY SITE ENTRANCE (D.B. 1168-546) VAULT2 �' qND TO TOWN 30 30 60 90 WATERLINE EASEMENT (D.B. 1327-145) (D.B. 1549-598) \ LANENTRY Scale: 1"=30' C4_jj ❑ ❑ ❑ ❑ ❑ G �` \ \ \ \ a " \i _ _ s �QpDP.LAIN `� - o /i _ ----_ ---- - -`-------- /-/ IRON AM�BREAK IN TION N�44 / _ - --- --- ^.�� - FOUND 46 TOP OF-s`DYsM- / - - - - _ ------ C - — _350 / ip v 9 \\ �\\ \ \ \\ \• O, - .' / / AT OUTLET OF't -_/ ,•:: I 1. -- \ \ o 0 EG �R� / 7.5' LENGTH IP -1ID �� ���� �- �--•_..�� _ i- _ N _ \ 7.� MINIMUM W'IDT 1 / 5-PER{v1 -CON TRUCTI \ \9 , \ \ \ I _r / NEW 10' SW _- ° I / ADING ASE \ X \ \\ \ \ \ \ - - / / / / / - DI - Meer ��--1i \ 11,� ACCESS EASEMENT -- �_� a EX. 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SALE E` NEW SALES 3 0l 6 ILDwG BUILDING --- (TO REMAIN) \ �Co 4jO FFE 416.,Q0 N \ FFE 420.77 20 o I s I SHIMP ENGINEERING kI / �4 rcm ,p \ ` \ ` '� X / / / / _ LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT M GEMENT / / BFE 406.77 LV\X I` SERVICE �� o I / / / Design Engineering SE VICE \ �om CEPTION \ p TIE NEW PVC INTO 1 \ / 9 9 9 / � m R` TW 15. �— Tw 15. `�— 1 3 I EXE SANITARY WITH•-'\\ �\ x - l l / 1 / I 912 East High$Iree1 Phone: 434-22]3140 E PTIO \ 1� \\ HEIGI�T 0' MAX. HEIGHT = 30° O I EX. R NEW C/0 �s N�------__ PUMPSTER _ AD, I I Chatlotlesmile, VA 22902 skimp-engineenng.com 20]] \ �. �476 _ 5 o I .. 'Y . '. ..,. �•, NEW 6LATERAL13 ` !\ �PROVID 3' P , � OV'~ I \ ;'EX. BOLLARDS �°2, ° �IO CO OVER I ' D *` - &1 % MIN. J L O L' \ I 3 \ j - 2 �-� �' � I I ----- �1 I I � � I I I l I I I 1 PLT � Tr s I t� 410 3 � � IIENc MARK: c/0; I I MAG NA L S T C/ EEVATIO =42 OB I INV/ I 3 -CON�r EXTENDED 46it j I I: I \ 40$. CURB MAX _PT_ 2.5' s PROVIDE 4 CURBS s-------- - v I I / J� Co.v �^ I -- - N / / I I I I Lic. 45183 \ ABOVE OF BUILDING l / I I II 1 U ]� I I m/ NEw&ASEMENT '132 v\ v � - v �s EXISTING Al �- 12 \ �S G SERVICE-------- 12 b !� T� ! j v c/0 FFE APPROX 404 132 x bo��/ ��v -- I v TO REMAIN LP EX. L LP EX. 1 EX 12 0 �, M Ck ` 1 I T.M. 78 5A � � I I 1 D1 � �14 / 1 14 ]3 --_�' ANTOPS CORNER, LC / ) / � 1 3 � �.� I / / / � / MAJOR SITE PLAN AMENDMENT /� D.B. 4358-684, �-J ,� � � _-_%/ °�?�� / 14 BUILDING A2 I � l i � l /\ ALBEMARLE COUNTY, VIRGINIA 688 PLAT /' / �� 3 6' DIP/FIR ` E EXISTING \ / 90 SERVICE — �C p EX. ; / \ 1300 R HMON ZONED: HC // ) _ 1 �(W FFE APPROX 414.75 ROAD FLOW OF ��� --' — �� TO REMAIN — _yIS SIGN/ —4,A� v� �� E 6" a -- Iy AUTOMOTIVE X..� / I ti 1 Cj 3 nn N E LP LP EX. L .EX DI YLB¢X )YVO 13.7 o � o ,� o // /0 SER IC SUBMISSION: / RE TI / 2�2�.�2.2� 3 _ 6 r / // \ REVISION: � _ / 1510� 6�° --� BUILDING A3 OFFSHAICE ED ----- — r v , — 1s'i — NEW AUDI SPACE BUILDING A4 '� A 1) 2020.06.15 AC E2) 2020.06.22 [ARB] NEW 30' SWM-\�/ ,� / �� 9RtM-&X�NEW 10' Sk SE ENT NA ERALSPROVID SALES BUILDING FFE NEW PORSCHE 19" \ / 3) 2020.08.10 [ARB] EASEMENT / -X, 3' MIN. COVER oo / / uB 17 FFE 417.p0 417_0_0 SALES BUILDING � 19� ` / / 4 2020.09.25 BID SET � � � � � \ / � 15 ao3 MIN. SLOPE - _ � FFE r?\ I ) [ ] PP oxl� rE �ocarloN of �\\\ / /SIGN \ z 419.50 Q L �� ___--- �. .� , 5) 2020.10.22 NT L T LEPHON� CO �AN� 0 / w -w L 8 D WL w /O 1 '0 , . / w cINI�EAEME�r ( is" coN wv raow DI cv I '1s X o/ 6) 2020.11.30 [ARB] - H _ 9 BEND X ? E 19bo „ �`� ` AGED 7) 2021.02.08 ---_PO (LP EX. LP EX. LP X. L -I' 16*4 �0 6 , _ T />h9 / _ 16 ( 3: , ti \--- - - - -- - ANAGED. _\\ Np f 7R, �s� p4 has_ // 16 III'' 18 ACCESSIBLE ROUTE 193] j X/^�NL6/ FILE NO. e, 20 )L 0 � -- -- SLOPES � � 3 cas-cas- � cas / . rx / mz--------- 4 V - V AlX� 19.078 S 4 — —cas cas—cas— _ , �° \ � EX _------- —_ — _ \I GRADING & UTILITIES cp, ...:... ,.. E --- --- --- - -- --- - �� 3 I FLOC ED WM ' I\\ -420. 199 - HD ucu—uw0 ucu uw ucu°hi ucL—u ( _ .{- f T / / ^T7 / / - - \ 3 20 ` / 0 / T Bp-UW I I. I / _ 5 H 98 „ \ APPROXIMATE LOCATION OF //// / //// l /I / j / //j/ / //j// �c. _uc -_ / // // / / / jj / / / l / / / jj / / / j/ / / / // C MBINED UTILITY EA wu oau� °�- caste - 0' j / / .,/�/�, , / , , �/ / ��, •" 0 N SHEETC50F15 / � F VEPCO, CENTEL & ACSA WM lc„_ NO \ / COMBINED UTILITY EASEMENT / / / / / ! / / / / / / / / / / / i FOR VEPCO, CENTEL & / / / BEGI NING) I (D.B. 1168-546)I VA ��/j j / -so, ,� / 30 0 30 60 90 ASCA APPROXIMATE LOCATION OF 20 / N I ILL & OVERLAY APPROX. I 11 / j / /jj/j !j/jjj�. (D.B. 1327-145) / WATERLINE EASEMENT ILL & OVERLAY APPR I 1,648 Sr rom AP-2 MILL I& OVERLAY APPROX. K (P.B. 1549-598) 537 SF PER WP-2 d- I 1 ` 670 SF PER WP-o /,/ a ," _ Scale: 1��=30� s,, •�' A, 4 411 �- N 61DAtvt 3A6 44. W W W W W WW W W W - 1�51-PERfvt t+T-GQNSTR- GRADI (D.B. 4553- EA 3) 06 A �V \A, A �. Aµ :3)p - N Fir -CONNECT T w �' I� � ,.' ���►a����► II II IL.II III IL �ONE � • � e �41 - r �M VY y. r III al ,III sUANA I PROPOSED LANDSCAPE SCHEDULE Min.Plant 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 2.51, 7 37 387 2709 (> O Large Deciduous Tree Platanas acerifolia London Plane Tree 3.5" 8 30 368 2944 !'^ Ck '�L�' Medium Deciduous Tree Cladrostris kentukea Yellow wood 2.5" 10 24 289 2890 $J Cercidiphyllumjaponicum Medium Deciduous Tree Katsuratree 2.5" 7 28 222 1554 Cb Small Deciduous Tree Carpinus betulus "Fastigiate" pyramidal European 6-8' Ht. 10 17 69 690 Ob Hornbeam Flowerin Ornamentol 9 Cercis canadensis & Eastern Redbud 6-8' Ht. 12 17 124 1488 cvs. y�,� .j TC Large Deciduous Tilia cordata 'Greenspire Littleleaf Linden 2 5" 8 16 249 1992 ( Small Ornamental Crataegus viridis 'Winter " "Winter King " 6-8' Ht. 8 16 184 1472 �"* IJ King Hawthorn Dogwood €'''41M'? Flowering Ornamental Cornus Florida 'Appalachian 6-8' HE 15 15 128 1920 Spring' Bn Bn Medium Deciduous Betula nigra Dura Heat Birch 6-8' HE 2 13 45 90 Deciduous Shrub Hydrangea quercifolia Oak leaf Hydrangea 2' Ht. 11 7 28 308 ' } 9 Deciduous Shrub Fothergilla gordenii Dwarf Fothergilla 2' Ht. 39 3 10 �Iv Deciduous Shrub Itea virginica 'merlot' Sweetspire 'merlot' 2' Ht. 49 3 6 /� 9 CC,';N Ever reen Shrub 9 Ilex labro 9 Inkberr Holl Y Y 2' Ht. 34 6 23 782 W W W W Low Maintenance Ground Low Grow Fragrant Cover Sumac Interior Landscape Area TOTAL SF: 18839 W, Oa �\ S\� S 2� WSW S Os W_ W W -I - - - - - - - wo moo E - -_�_w- �— —+ 1 —v— _ a y W �w _ \ 1 �- I�EW 10' SWM 1 \� -- w z EX. M _ -- �/ w -- ACCESSI EASE - Z S A\ oa \ �— O 410- � � EX. MFy,I� . � W w w X. E \ --- - x \'x_�''i - x X_ \\ IJLJr1 _ - 02 w3 H w PO re — ROPE_FENC€- _ o/ � ---- — -- - —_ — -- — — ---- f f — — _ — — — O -�. �-- o� = x _ c �� / / V _ s- V -- I I o — l �v L y--- — — — —__UMPSTE' .. 3_ 4D A — _ s \ 1 -r- "EX. BOLLARDS -- - - - j " +.-'.. •:., 0 __ Imo\ �----L- i\�R-q----I LO \ \ _ A\ ��� c^� T� 11 NEW 30' S1Mh1�- A 3 EASEMENT / 12 I - 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 dotted Catch) 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES OR PORTION THEREOF. 242 PARKING SPACES + 134 EX. DISPLAY SPACES (376 / 10 = 37.6) REQUIRED: 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 18,839 SF NEW CANOPY PROVIDED (shrubs not included) TOTAL 61,839 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 Y 9 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 Y 9 P 9 9 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. TMF U 1r107 P AT l or I / / II I SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High sheet Phone: 434227-5140 Chadollesville, VA 22902 shimp-engineenng.wm U MP a N_ / / ' j I Lic. .45183 �C � � � �'� G G 66 3 7 _ , a T.M. 78 5A Mh `g __ a:. y l PANTOPS CORNER, LC 0I I - OAKR E OAK1 REE OAK THE on id TR / / I t4 I / i / MAJOR SITE PLAN AMENDMENT D.B. 4358-684, CIO I ALBEMARLE COUNTY, VIRGINIA ® / * 14 / �410� I / 688 PLAT , �� h EX� � H _ -;v +'� I ; / �' v/ 1300 RICHMOND ZONED: HC >_ �� � —1W a �i - STOP SGN a y -- ROAD - FLOW AEG \ 3 _ �, � AUTOMOTIVE I I I I I ;\I X. reo Ij -- E X E Y B \ ------ ' I SUBMISSION: 10 EY EY 2" '� 2020.02.21 OAK IRFF / 04'K TREE I ;;AK IhF` � OSL�C TR , REVISION: L— ( i / // v 1;; _ 1) 2020.06.15 �� / / NEW 70 SWM-�`/ � � � � . NE A S � � '\'dr�.G, i / EASEMENT i &AS E � / / / � 2) 2020.06.22 [ARB] / \ \ / 3) 2020.08.10 [ARB] a PRo IMA E cAT N / X. 3� — _ ---' r„ �V / I 4) 2020.09.25 [BID SET] �/ SIGN \ x _ _ \ ` �CE TRA TEE PH NE OM NY F / _ - w =w L _ �/ 5) 2020.10.22 0 / {yIRGwI AsE (o. x w w �`.' / 6) 2020.11.30 [ARB] ®� EX. IGHT _ \ SHRUBS EX. P E EX. _P Ex. X. P, .. ( + CIO ( i / / / SLOP S ANA D 7) 2021.02.08 EX '� HRUBS J / / O lfBs� :•'- -.: ' . \ ++ _ i AEI 01 / 1a 11 )I eve i aG� i / � Nti� /' v� FILE NO. g0,_ * — pAs T / 19.078 _ GAs ws cA , - —GAS—GAS—� / l \ I I rns W _ _ _ _ _ LANDSCAPING PLAN w _ W 1 - ✓ i / / HU 0_ Q OHl7-" — —VW—UW — �.. 89'38'46" W I � O O } 2 0 C. b .c AIL l COMBINED UTILITY N / �IBUR'IG N / APPROXIMATE LOCATION OF / SE (POINT - ucu uW -}�- C _i' OH /`` SHEET C6 OF 15 COMBINED UTILITY EASEMENT / / OF I IFOR VEPCO, CENTELII & ACSA p _ ,a FOR VEPCO, CENTEL &// / / 8F'GINNING) I I (D.B. 1168-546) yG _ _ 30 30 60 90 ^ ASCA APPROXIMATE LOCATION OF 20' / I I I W, ■ (D.B. 1327-145)// WATERLINE EASEMENT o I I I 1 „�, \v- r (D.B. 1549-598) a 1 0 W `_ Scale: 1"=30' SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER p THOROUGHLY. L G PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL r_i"�SHRUB PLANTING DETAIL \ ('11 /Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR SIMILAR 1-1/2" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF WOOD CHIPS AFTER PLANTING AND WATER THOROUGH 4" COMPACTED EARTH WATERING BERM EXISTING GRADE "LANTING PIT. SEE SPECS • • EXACT j00j h� N PLANTING AND REMOVE BURLAP & STRING FROM R TOP 1/3 OF ROOT TWO TIMES UNDISTURBED SOIL BALL r I TREE PLANTING DETAIL C7 Not To Scale .��. 1IFis,11,111olosis, County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 11I-294-111-297 for complete specifications) I. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2, Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Emuioment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 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: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. It. 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: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3" TALL WATERING BERM FINISHED GRADE 1992 SNOW FENCE BOARD FENCE 6-IT- 7v (DATE) 5/1/06 Page 1 of 1 3.38 FENCING AND ORING CORD FENCE "Wpm PLA5nC FENCE _ CORRECT METHODS OF TREE FENCING �+ `I• om` CORRECT TRUNK ARMORING OW TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 III - 401 TREE PROTECTION FENCING —410— O rV �h hr 1 10 THAT THE STREAM WAS RELOCATED AT THIS CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE OF THE ORIGINAL STREAM LOCATION EXISTS. THE CORNER PROPERTY LINE SHOWN HERE ON IS TO THE CENTER OF THE EXISTING STREAM. T.M. 78-58K JAMES A., JR. & PEGGY W. DET D.B. 3713-419 D.B. 2700-317 PLAT D.B. 391-296 PLAT D.B. 201-455 PLAT ZONED: R1 \\ `\ \ `M NT (D.B. FOC \� \i{ORAPH COMPANY OF VIRGINIA EASE �\---_ '� / -_ \ � AMER'CA ELEPHONE AND g80 -48z` — — — — APPROXI OCATIC _77— 2SA -SEVER-EA (D.B. 154'. ' 340 �\ \ \�340- NEW SWIM EASEMENT --�� WOO - woo --- / — - 46, TOP 0� 5"'batrl�#6-- ) 44,—y SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 4M-2273140 Charlottesmile, VA 22902 shimp-engineering.wnh PL r (:4" y �2 U MP D Lic. .45183 �O A�SSrolvAt 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 FILE NO. 19.078 LANDSCAPING DETAIL 3 TREE CONSERVATION AREA C7 SCALE: 1"=30' SHEET C7 OF 15 C 7 + +11 '?1 +°H Ill +°H +n. . 4 u +n. +n7 4" 4" +n. +n2 )w + 41, D +91 lll +2. +" A 4" +lS 4� 0 54s3 4P 1 4 -2+sH + +n1 ,, + +22 +2H +�7 ,. +n1 +•' +s' +2H *17 ±' + +P. +n' +H +s. +_' +H +'H +;7 ,' +'H +2s + ;H + +P7 +n. ,2 +„ +'. +�3 +,. +s. +7Hll+.. ,H +nH -2 @ 20' 1 D @ 20' + ,H + +s. +7 +;' +u +'1 +�3 +,s ,. +n. +7 ,H +nH to A + +.. +� +,s +'H +�1 +,. e. ,H +n7 ,H +n2 +n. ,. +n, +P. +n. +n. +_. +s' +� +,. ,. .H ,, .H +a. +,s +12 +'' +2 n' 4 112 40 . +n, +n. ,. +P, + +n. 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 ❑ 32-3 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 32-4 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 ❑ 32-4 3000K CCT, TYPE 4 DRIVEN AT -g2-4.ies OPTIC, No Shield 900mA + +P' .2 .. +v � +°H + +_. +_. +" +� + +n2 +� +°H + .H +P2 +P' ., +" +P' +P' . - I _ + + Notes: @ 2 cl 1. Existing lights on site are shown with label.Existing lights are at 15 ft height "A'+P,+� +nH+P.,,+2H+,.,.+,7 ++>. 2 +n' + +°P +n. ,H +�. +� ,, +n, +n, +n. ,, +n, +n, .• + + + a + + + + a with 40OW metal halide bulbs. Some existing lights exceed 0.5 fc at the property +91 L line. 2. New lights to be mounted 15 or 20 ft, including base, as specified on the plans. a-1@2o'91 il 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial 49' +P' .H .H +_' +2H +'' .' .H .H +_' +'' .H .-_ .H +� +>• +_' 4T2 +ss 17• +•P +_° .H .H ._ +- :_ ._ ::H +61 +°• +°' .• +P' + + + a + + a + 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 +12 ls *4. su +57 21 * * 1. + * Rl + + + spillover of lighting from luminaires onto public roads and property in residential or ,H +'.H B�@2 ,. ,H ,° v H ,2 P, ,;, rural areas zoning districts shall not exceed one half footcandle. � 4. Existing lights on site vary between 3000K-6000K color temperature. All new 49' +P' :_ :H +38 + . '4 1 +'P +_' +21 +'H +v +_• +v +� .H 4 +_' 447 .7 `. +'P +_° +" +'P .' +'P +'P +_° :3 .' +P' +P' +P' +°' +P' +P' light fixtures or bulb replacements to have 3000K color temperature. 5. Provide light gray, square pole for proposed fixtures to match existing. + + « + + + + + + + + + + + + + + + +01 +°' +°H +H H +2, +2H +22 + +2. + +•' +s' ,. +s' +2' +'H +21 5 (9 20' +.. +.n 2 +2' + +n.1s2 +91 +n. sl +. +n, 1. 4" +Pl +n, +n. i5 @ z0' +91 +n2 +11. 5 +97 +n. 2 A + +.7 H +'H +v . +35 +3' +» + +37 +N +2 �' H +m +Oz +n. +n. +n. +91 '91 1. . +P, '91 +n. + +12 4l +°H +n' +27 +3° +27 +z. +1. + + +i.I +2H +2° 5 +n7 +n2 2 +w +n' 2 +w +n' +n' 2 +°. +n. . +n' +P' 491 +P + + + + + +Px +P2 2 +°H +n' +'A e . +22 +25 +xa +'S +a. +i. +}s +2H . 5 +n7 +Pi 2 +n' +n' 2 +n' +n' +P2 Q. +n7 . 2 2 o +n' +n' 41 + + + + + + + +n' «' +°' PA +11 +29 +'H +sH +s. + +n' +°• +n. �. +n. +s. +ns + + +2� +2H + +s. + 2 +nH +p3 +91 +w +n. + + + + + + +°H +n' +11. +w 4�.. +n t o _° 1 + 4 1nH +n7 +ne s +2' +'2 2 + +s' 2 +21 +I. +ne +n' H +ne . n +ne +n. 1 H +21 +2. n +ss +s' +n] +n2 +n' +n' 41 + +00 + + + + + +n. +0.8 7 +P7 +PA +n. +nH +°H +n. + +n7 . 414 + 4�H 42 4.. +12 e + +3. + +2H 4�H +13 1 4� +1H 4�H 4�H +1H s 412 +2° +'S +a° +i. 455 +lH 4�P. +00 + + + + + +n7 +nH +PC + I . #' }2 }2 �12 +1 @ 20' +nH +n. +°H 412 2 13 41. ;H +2s ° 7 2 2s +21 ;H ;.. ,7 +2n ;H +1H ,H 41. 7 +s7 ,' +s, +sH +ss ;, + ;H ;2 H ;H +1H +22 +2. +2. +22 +2. +ss +'2 +'s +� +6H +s. 4P7 + ° aH +nn +n. ,H +nn +nH +n. +n, ,. +'H +23 +,. +27 +21 +27 +27 27 +2n +;n +,s +32 +2' .. +ss 7. +P° .2 +u + 2 ; , 4' .. +27 +;. +.. '. +„ +17 +., +.. .2 +71 +7. '. H . H +nn +n. . H +nn 4a2 +n' +OH 4' +v 4 H e +ss +i' . 4' 4 ♦ +2. +2. 44 7 47 +sH +i, +s. • A +az 4 s +2. 4 2. 4 „3 $ e 4 ' +1S 4 ' I +'. +i' +ss +'2 +.7 4 , 447 4" +s. +7n +a. 452 +2, a + + + a +" F + + 4" + +s' +'. D9 11. ❑ + +P' 1 + .27 +P. i XC�4 pi5, +.n +7. EX. LP_ 3'id 15 +GX. LP_ H15' + +a +s +2 + �2 +a' +P. +P. +l CAA" 15' +°H +n' +n H +73 4�ss 4�ss +7H +uJ 4_ 4�.H 4�P. 4.2 +s. H +s' 4�.H +1" 47H 4W ass 4 7. � I + 4' 4�s +s' +s. +s. +'. +sH +s' +l 2 +P. +P. +Pl +n, P ,,H +2H +„ +" + +'l +,. +„ +„ + . H +K. +" 12 7 . ° . ° . 1 + +M7 +" ;, +P. +n. +n. . + 3@15' +az +n' + 4' +'u +52 +52 +u +27 44 ° +ss +s' +s' 4' +u +i. +ss +s' +s7 +'H +s° a. 4 s' +s. +is 4' 4 2 H +s7 27 +97 +P. +P. 4?' +971 1 +n7 +n. E-4 @ 5 -5 @ 15' + +12 + + +1 +'H .. s�=i3 15 +.H +2s ,' El -11 715' + +2H +° F-+%4 LP -9 45' +57 ' +' +57 +ss +s. +s. +7. +74 + +s +n7 +n. +n. +n7 +n. +n. +w +nl + . + . +nP ;'n 4'H +ss +en . +u +'2. t37 41' R2 +sH +s. +12 +ss �v +i° +az +37 ,s2 +78 +¢H +s7 +�2 e2 +sl +P, +n. +P. '92 +91 +n, +02 + + + + + + + + + « + + + :l + + + + + « + +w 4sl + +12 + ,12 +_' +_' +37 +.H +,s +,7 + +47 " .. +.H +'H u +°• ,' +'H +s, +2. +.. I +Pn +„ +" ;2 .2 +" +n' +nH +n3 +P +P .2 +P +n. ., + +n. + +n, 4. +ss ,'H +sn +s. +" +ss +s' +s. +sH +1 +s. +57 +57 +s7 +57 +ss +s. '1.H +sn +s' 4 • H +52 + +'H +27 +11 a +°H +n. +n. +°H +n' +n2 +n2 +az +n. 2 +91 +'H +sn - + +M. + + + + + + + + 1 + + «M2 la I . LIGHT p _18 1 'A-17 A-1 EX" A-15 @ 15' EX. 5 @ 1�g + + + +°2 +n7 +n. + +n� +n� + +n� 2 + �. +ss +nnA-24 15, + +'P7 +2H .' + +'H + +2' +2H 'lH +.s +2H +2H +2s +'2 +22 +2' + +2. +2n ,2 +, ,2 'l2 +1 +nH +P +n7 +2 +m +Ps +2 + +12 +2 + + + + +P° + + +,H V. +1. + 11.H off +•H +_. 138 +_. u 1'1 +'l +_° 12 ,H +17 17 +17 ,H +12 ;, ;H ,,. .. c- a + +9. +00 +G. + +D. + + +R. +6° + + + + + + + + + Ill 4 � +17 +'. +� H 4'1 4' +n7 ,'4 , +an +s' +sH 4 H '6 +ss +s' +i2 4" +sP ° +'H +.P +'n +27 +27 +i' +'H +22 +21 +'2 1H 4' +P2 +n, + + + + + + + + + + + + + + + + + + + + + +1' H + +' + + : + + +° °, P ° EX+ `° + , + " ' ° + + + °' + +" • H n7 n. +2 +P. -19 @ 15' EX. �p TA 20 4�0+ .H .H + + u .H .. u +Ps .H + + -22 @ 15' a + +G.+ + +C.+ a +G. + + +6° + + +P° 4" a +P° +°° + +D D +°° + + 'G' +P' +P' +P' +P' +P' + + + + + + + + + + + + + + + + 11 +' + + a + + + + + + R0UT+Fa 250,RlCHIpl0NDR0AQ-, + + + + + + + + 30 0 + + +� 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 Focused Engineering 912 East High Stn:et Phone: 4M-2273140 Chadottesmile, VA 22902 shimP-engineenng.wnh y �2 U I a Lic. 45183 �O A�ssroxnt 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 FILE NO. .� I LIGHTING PLAN o SHEET C8 OF 15 C8 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 42.000lumens or more in a compact, low Location: luminaire. Capable of delivering up to 42.000lumens or more in a compact, low Location: luminaire. Capable of delivering up to 42.000lumens or more in a compact, low Location: profile LED luminaire, EcoForm offers a new level of customer value. EcoForm cat.N. profile LED luminaire, EcoForm offers a new level of customer value. EcoForm cat.N. 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 Type: eliminating the need to drill additional holes in most existing poles. Integral Type: eliminating the need to drill additional holes in most existing poles. Integral Type: control systems available for further energy savings. Includes Service Tag, our Lamps: arty: control systems available for further energy savings. Includes Service Tag, our Lampe: arty: control systems available for further energy savings. Includes Service Tag, our Lampe: City: innovative way to provide assistance throughout the life of the product. Notes: innovative way to provide assistance throughout the life of the product. Notes: innovative way to provide assistance throughout the life of the product. Notes: Ordering guide example: ECF-L-98L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SP7-TB-RPA-HIS-BK Ordering guide example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SPt-TB-RPA-HIS-BK Ordering guide example: ECF-L-96L-lA-CW-AR-AFR-90-120-DD-PCB-F7-SP7-TB-RPA-HIS-BK Opti.no "Ok �f LED� C" Di,trib,ii,, V'WMKh'tr�l� wnm,�,,i, In,, E:n�tri,zi LuminEir� Fmi,h Pr'fix f LED, C.,rr,�t G,),�A,'1'u�fin' Di,tribid,, V':7,� Hotion ��nsi, nr� e,triczl Lumm,ir� Fin,l P�01' �f LED, C�' "� ''1'u�n, DiLtribidcn V';1L, Honor ��nsi, nr� Pioto-Lnm, n e,triczl Lumm,ir� Fini,l ECF-L M 90e: =e AR 3 E M M M = MG ECF-L M 90l: =e AR• 4 E M = = = ECF-L M 90 AR 5 ECF-L SOL 900 WW-G2 AR Type 120 120V DD 0-10VExtemal IMRD PCB Posing Square Pole Textured ECF-L 80L 900 wW-G2 AR rant 120 120V DD 0-10VExtemal IMRD PCB Fusing Square Pole Textured ECF-L 801. 900 WW-G2 AR Type 120 120V DD 0-10VExtemal IMRD PCB Fusing Square Pole Textured Ecof'orm 80 LEDs 900mA Warm White Ann Moum 2Type2 208 208V dimming (by others)° Integralwjth Photocontrol fl Smite Adapter BK Black Ecoloran 80 LEDs 900mA Warm White Ann Moum 2Type 2 208 208V dimming(by others)° Inkgralwlth Photoconirol F1 Single Adapter BK Black Ecoform 80 LEDs 900mA Warm White Ann Moum 2pjpe2 208 208V dimming(by others)° Integralwlth Photocandrol fl Single Adapter BK Black site and (5modules) 1A 3000K,70CRI (siandarnIP 2-90 Rotated 240 240V DCC Dual Circuit ContmiP #3lensa Buttons' 020,277,3/7VAC)' included in WH White siteand (Smodules) 1A 3000K,70CRI (standard)2 2-90 Rotated 240 240V DCC Dual CircuitCwnlmi' #3lensa Buttons' 020,277,3/7VAq' included in WH White site and (5modules) 1A 3000K,70CRI (smndabB2 2-90 Rotated 240 240V DU Dual Circuit Control- #3lensa Buttons' 020,277,3/7VAq' included in WH White area, 1050mA Generation left 90' 277 277V FAWSFiield Adjustable IMRa TLRDS standard B2 Bronze area, 1050MA Generation left 90' 277 277V FAWSFiield Adjustable IMRa TLRDS standard B2 Bronze area • 1050MA Generation left 90' 277 277V FAWS Field Adjustable IMRa TLRDS standard B2 Bronze F1 Double (2 Double (2 Double Large 12A 30 34N Wattage Selecmr°f Imegralwi[h Insist Lack product BEY Dark Gray large L2A 30 3QV Wattage Selecur°f Integral Twist product BEY Dark Gray Large 12A 3O 34N Wattage Selecur°f Integral with Twist Lack Product BEY Dark Gray NW-G2 The 2-270 Rotated (208, 240, 480VAC) Y NW-G2 The 2-270 Routed a (208, 240, 480VAC) Y NW-G2 The 2-270 Rotated (208, 240, d80VAq Y 1200mA 480 48W SW Interface module #)lens° Receptacle TB MGYMedium Gray 1200mA 480 480V SW Interface module #]lens° Receptacle TB MGYMedium Gray 1200mA 480 480V SW Interfacemodule #71enza Receptacle TB MGYMedium Gray 4000K.WhCe Allowing sight sm, 4000K.WhCe following sight sm, 4000K.WhCe mounting sight sm, UNV 120-27N forSikWise Spina Pole Mount Fusing Terminal UNV 120-27N forSiteWise Spinn Pole Mount Fusing Terminal UNV 120-277V forSiteWise Spinn Pole Mount Fusing Tpppinal 96L Soo Generation mtsmust 270' Customer %l $00 Generation mtsmust 270' Custamm 96L 80o 4000K, 70CRI mono#n9 270' Customer (50/60H>J LLC module— FPI Single Block- 347-UOVJ LLC module— FPI Single Block- (50/60H>J LLC Integralwireless Ral Single Block° 96 LEDs BOOmA Generatron2 beard r xmn TLRD7 g specified Generatron2 be r ante TLRD7 g specified Generation kitsmurt ante TLRD7 specified Block - be ordered 3Type 3Type XVU 347-480V module° Twist Lack 020, 277, 34NAq' RPA De 96LEDs 1A seordered 3Type XV11 347-480V module° s AI 96LEDs 1A 3 NW 347-480V module° s RPA IM Twist Lack 020, 277, 3INAq gpp be ordered Tro° Twist Lack 020, 277, 34NAq (6moduks) U Coo[W separately 3Type3 (50/6oHz) BL Bi-level Receptacle FP2 Double Round Pole �L optona (6 motlules) 1A CW-G2 separately 3Type3 (50/60Hz) fit Bi-level Receptacle FP2 Double Round Pole �L optOna (6moduks) U CW-G2 separately 3Type3 (50/60Hz) BL Bi-level Receptacle FP2 Double Round Pole RAL Specify 1O50mA 500OK 70 functionality'^° rep optional 1.2A 5000K 70 functionality'^° cep optional 1050mA Coot White functionality'^° rep optional (See 3-90 Routed )Pin° (208, 240, 48WAC) Adapter (See 3-90 Routed )Pin° (208, 240, 48WAC) Adapter (See 3-90 Routed )Pin° (208, 240, 48WAC) Adapter 120 Generation accessories) left90* color or RAL 1.2A SOOOK IOCRI color or RAL tm 5000K,70CRI color or RAL TLRPC FP3 Canadian (fits to3'- accessories) Ieft90' TLRPC FP3 Canadian (fitsto3'- accessories) left 90' TLRPC FP3 Canadian (fiuto3'- 1200mA Generatron2 DyraDimmer:Automatic (ex. RAL7W4) 1200mA Generatron2 DywOimmer:Automatic (ex: RAL7024) 1200mA Generatron2 DynaOimmer: Automatic Cusco color SF 3-270 Routed Insist Double Pull (208, 39•D.D, SF 3-270 Routed Twis[Lack Double Pull (208, 39.O.U. SF 3-270 Rotated Twist Double Pull (208, 3.9'O.D. ProfileDimming CC Custom color ProfileDimming CC Custom color ProfileDimming CC Custom color SilpMo Fitter flgM Receptaclew/ 240.480VAQa Pale)° $lip Fitter flgM Re taclew/ 240, 480VAQ' Pale)° $tlPFltter right Re tackw/ 240, 480VAQa Pale)° n(Must supply CSSO Dimming?(Must supply n CSSO Dimming, (MustsupplyCSSO Dimming, �2 colouddlip (fitsMount 270' „ Photocellm HIS Mount 270' „ Photocell'" HIS Mount' 270° Photocellm HIS Dimmfn5D%Di rs Surge Protection colrequip , Dimmfn50%Di hours" Surge Prndard) for required , Median5D%Di Dimming, Surge Protection for required O.D. tenon) d p150Median 50%Dimmin 00kA standard) Internal for cored (fitsunon) d p150Median 50%Dimmin OOklstandard) Housing brre cored O.D. tenon) d p15pMedian 50%Dimmin 00k1 standard) Housing brre cored O.D. tenON Tyq & r Type 8. r TYM 8. q /Type4 BMurs" SP2 increased 20 Housing facioryqume) O.D. cancer d u Housing uc[oryqume) O.D. cancer u Housing uc[oryqume) Side Shjeld° Type4 SMurs SP2 increased 20 Side5hjeld" 4TYpe4 BMurs SP21rHreased 20 Side5hielda � /-90 Routed C5305afety 30% wf /-90 Routed C5305afety 30% � /-90 Routed C5305afety 30% Wasmourd left 90• Dimming,7hoursO Wasmoum left 90• Dimming,7hoursO Wasmoum left 90• Dimming,7hoursO with surface 4-270 Routed CM30Median 30%Dimming, with surface 4-270 Routed CM30Median 30%Dimming, with surface 4-270 Routed 0430Median 30%Dimming, conduit dgm 8hourse conduit dgm 8hours- conduit right 8 hours - near entry 27W rear entry 270' rear entry 270' permitted permitted permitted RAN Type5 RAN Type5 RAN Type5 Retrofit arm 5 Type Retrofit arm 5 Type Retrofit arm 5 Type mount MW SW Type SW mount MW SW Type 5W mormtkW SW Type 5W AFR AFR AFR Auto From Row Auto From Row Auto From Row AFR-90 AFR-90 AFR-90 Auto From Row, Auto From Row, to From Row, Routed left 90' Routed left 90' Routed left 90' AFR-270 AFR-270 AFR-270 Auto From Row, Auto From Row, Auto From Row, Routed right Ranted right Routed right 270° 270° 270° 1. BL-IMRIW equipped with out -boarded sensor housing when B. Net available in 347 or 480V 15. Not available with Do, MC, and FAWS dimming control option.. 1. BL-IMR1377 equipped with out -boarded sensor housing when a. Not available in 347 or 480V 15. Not available with Do, MC, and FAWS dimming control options. 1. BL-IMRIW equipped with out -boarded sensor housing when a. Not available in 347 or 480V 15. Not available with Do, MC, and FAWS dimming control option.. voltage i. HVU(347-49W) 9. Must specify input voltage. 18. Not available with DD. DCC, FAWS and LLC dimming control voltage is HV11(347-4a0V) 9. Must specify input voltage. 18. Not available with DD. DCC. FAWS and LLC dimming control voltage i. HVU(347-480V) 9. Must specify input voltage. 16. Not available with DD. DCC, FAWS and LLC dimming control 2. Mounts to a d' round pole with adapter Included for 10. Dimming will not be connected to NEMA receptacle if ordering options. 2. Mounts W a 4" round pole with adapter lnclutlatl for 10. Dimming will not be connected to NEMA receptacle if ordering option.. 2. Mounts to a 4' round pole with adapter lnclutlatl for 10. Dimming will not be connected to NEMA receptacle If ordering option.. square poles. with other control options. 17. Must specify a motion sensor lens. square poles. with other central options. 17. Must specify a motion sensor lens. square poles. with other control options. 17. Must specify a motion sensor lens. 3. Limited to a maximum of 45 degrees aiming above horizontal. 11. Not available in 48W. Order photocell separately with TLRD577. 3. United to a maximum of 45 degree. aiming above horizontal. 11. Not available in"W. Ostler phototell separately with TLRD577. 3. Limited to a maximum of 45 degrees aiming above horizontal. 11. Not available in "CV. Order phototell separately with TLRD577. 4. Not available with other dimming control option.. 12. Not available with DCC. 4. Not available with other dimming control options. 12. Not available with DOC. 4. Not available with other dimming control options. 12. Not available with DCC. 5. Not evallablewlth motion sensor. 13. Not avallable with SF and WS. RPAs providetl with black Onlsh 6. Not available with motion sensor. 13. Not avallable with SF and WS. RPAs providetl with black Flnlsh 5. Not evallablewlth motion sensor. 13. Not avallable win SF and WS. RPAs providetl with black Flnlsh S. Not evallablewlth photocontrol. atanderd. 6. Not avallable with photocontrol. standard. S. Not avallable with photocontrol. standard. 7. Available only in 120 or 27N. 14. HIS notavailable with Type 5 and 5W optics. 7. Avellebleonlylnl20or2TN. 14. HIS not available with Type 5 and 5W optics. 7. Available only in 120 or 27N. 14. HIS not available with Type 5 and 5W optics. DLs. DLC 1,T ECF-L-EwForm-area_large 03/20 page ECF-L_Ecol'orm_area large 03/20 pagelof7 ECF-L-EwForm-area_large 03/20 page l of 7 L. .�a 11�:1 F IU 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 NLL (�A"� y �2 U MP D Lic. .45183 A�ssroxnt E� �)o 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 FILE NO. .� I LIGHTING DETAILS Scale: 1 "=30' SHEET C9 OF 15 ° C 9 19 15 Ow ACCESye ROUTE -, 20 my 6 pl ' ... .d . Y,A71 • J QCATE — 28' O.0 i(11py k,a / /' Et 1 L ) $ RIGHLT� / ) ---- - M �61GHT DISTANCE IBURfJG D/S NC -------------------- \ \ \ FNTRANCE 1 \ ENTRANCE 2 (RIGIH\T IN ONLY') =„gr3D R = 11998558.92" \ `\ T-121.9(1 \ \ S. ROUTE\1250 C=242'&\ I / , RIC�'MOND ROAD, VARIABLE ,\ ; W�D'fH R/W HWY/ P.B. XI-200 D.B. 11&�46 \ \ I \ — _ -\ --_ \ \ 229-56� D.P. 229-56(� ! TO�iJ AND COUNTRY LN \ I`\\III \ I I \\ \\ \1 1 \ \ \ `_ \ `♦ \\ / I I '/ / — / `' � I I IIIII 1 I I ` / i \/ \\ 1 I \` , I /•' / \ \I ' /' / I ENTRANCE 1 SIGHT DISTANCE RIGHT 1" = 50' HORZ 1" = 10' VERT 440 435 430 425 420 w 415 410 405 400 310+00 10+50 11+00 11+50 12+00 2�) ENTRANCE 1 SIGHT DISTANCE LEFT 1 " = 50' HORZ 1" = 10' VERT I \ \ 1 -- / - - /i-- 1 , 50 0 50 100 150 440 M Scale: 1 "=50' w 435 430 425 420 415 410 405 34g00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 5 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Stmet Phone: 434-2273140 Chadottesmile, VA 22902 shimp-engineenng.wnh O PL i (�A" y �2 U MP D Lic. .45183 A�SSrOxnt 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 FILE NO. SIGHT DISTANCE .� I SHEET C10 OF 15 C101 A6 420 Al A2 A3 A4 A5 m I. 420 A3 ¢A3a -^� SO 00 U rn 420 AS ^ 420 410 M 410X. STANDPIPE 1 06 415 415 415 bum 415 405 405 DO IIN MANHOLE3 + 410 N N ro 410 Z 410 410 400 400 z z z = 405 r F 405 405 w 405 395 395 J J J Z H V) Z 400 x x 400 a m a 400 400 390 390 N 395 ¢ ¢�oh ¢ 0 395USE CLASS-11-&ACIKFILL o ~ - 395 n 395 38510 0305 M > - 390 w z - 390 p `O BOTTOM IQ I E a 0 2 .� 39016� 00 10+50 l l +QO O M 00 385 'n MAIN A M MMM 385 Mo MU rnrn p AR 4.III --- > z_ o - - - 00 00 36D z¢ o> - 380 3 STORM PROFILE A3-B2 375 - 375 2 STORM PROFILE A5-A5a C11 1;; = 30' HORZ 1 = 10 VERT C11 1" = 30' HORZ 370 - 370 1" = 10' VERT 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 00 410 _ 350 350 �rn o o N 5' a N 420X. 420 405 3 - 0 405 WS w 405 Z _ _ - o_ 345 345 Z 415 wEVE 415 400 400 400 400 z 340 340 On 410 410 395 _ - • 395 395 395 - 335 335 405 '� 405 390 390 390 390 0 m 330 330 ,n a m N MMM - 3g Di 400 q� ° 385 z z 10+50 11+00 5 385 °M° 385 0> 10+50 11+00 11+56 39 > z o > > 32510+00 10+50 11+00 11+SO 5 Z > Z Z 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 ," = 10' VERT SHIMP ENGINEERING j7 LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 37010+00 10+50 11+00 11+50 12+00 12+530 ° Design Focused Engineering 912 East High Stn:et Phone: 4M-2273140 Chadottesmile, VA 22902 shimp-engineenng.wnh 4 STORM PROFILE A3a-El C11 1" = 30' HORZ 1" = 10' VERT tiNLT LD-229 Storm Drain design Computations �.t� 1300 Richmond Road O �C 2 U ]ytp D Lic. 45183 46 .44 �`�SSfoxAt 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 FILE NO. 19.078 STORM DETAILS SHEET C11 OF 15 C11 08 00 � N � m I o O1V MATERIAL AT 90 COMPACTION WHER PIPE HAS <2' COVE ROP. GR iD Sad N M _ GL zl-cn --- 208.05LF - � 15" ro d z • _ _ IIInInA;eMj 0 o oa I o�rn o`�� + Mo �f o_ d wOH ZH(n M z - LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only d a � � 2 in F m _= � n � �ct6i ci � ¢ � � U 1-5 �' c¢i w .N c = � � �• m F Z c m a > � a X m a o � � = C) m � Iv r CO to � n o w `w 0 � � c m o_.o m � � ci x o a � v 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (ft/ ft) (ft/ ft) (ft/ ft) (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) D3 DI-3B 10 0.42 0.84 0.35 6.5 2.30 - 2.296 0.013 0.035 0.037 0.21 0.50 0.42 5.82 0.35 4.0 1.41 - 1.413 0.013 0.16 0.50 0.31 4.20 A5a` DI-3B 6 0.41 0.85 0.35 6.5 2.27 - 2.268 0.013 0.054 0.025 0.080 0.22 0.50 0.44 4.38 0.35 4.0 1.40 - 1.396 0.013 0.16 0.50 0.32 1.99 E1 DI-3B 6 0.49 0.82 0.40 6.5 2.59 - 2.592 0.013 0.0247 0.037 0.080 0.24 0.50 0.48 4.16 0.40 4.0 1.60 - 1.595 0.013 0.17 0.50 0.35 2.36 B2 DI-3B 12 0.26 0.70 0.19 6.5 1.21 - 1.205 0.013 0.089 0.020 0.080 2.42 0.17 100% 1.21 0.00 0.19 4.0 0.74 - 0.742 0.013 1.75 0.14 100% 0.74 0.00 B1 DI-3B 6 0.05 0.77 0.04 6.5 0.25 - 0.246 0.013 0.089 0.020 0.080 1.16 0.09 100% 0.25 0.00 0.04 4.0 0.15 - 0.151 0.013 0.97 0.08 100% 0.15 0.00 A3a DI-3A 4 0.05 0.73 0.04 6.5 0.24 - 0.237 0.013 0.015 0.015 0.09 0.50 0.17 5.81 0.04 4.0 0.15 - 0.146 0.013 0.06 0.50 0.13 4.21 A6 DI-3B 10 0.29 0.89 0.25 6.5 1.65 - 1.651 0.013 0.027 0.030 0.17 0.50 0.35 5.76 0.25 4.0 1.02 - 1.016 0.013 0.13 0.50 0.25 4.17 A4a DI-3C 12 0.14 0.62 0.09 6.5 0.58 - 0.580 0.013 0.01 0.013 0.06 0.50 0.12 4.91 0.09 4.0 0.36 - 0.357 0.013 0.05 0.50 0.09 3.55 A4 DI-3B 6 0.14 0.65 0.09 6.5 0.60 - 0.602 0.013 0.027 0.045 0.12 0.50 0.25 2.75 0.09 4.0 0.37 - 0.370 0.013 0.09 0.50 0.18 1.99 A3 DI-3C 12 0.49 0.85 0.41 6.5 2.69 - 2.686 0.013 0.02 0.020 0.18 0.50 0.35 8.86 0.41 4.0 1.65 - 1.653 0.013 0.13 0.50 0.26 6.41 I �, a B1 B2 00o ON ad I m � z3 �N �� N - o woH z�v1 wo z� 25.50LF - o a of M ® 0.67% � M � - 15" HDPE � N rom 0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4+ � H Z > Z > � 7U - z Z_ > � >z M Z z z w o' 0 ' m z 1 W 44. � M Al O From Point To Paint Catch A (acJ Runoff Ceef Inc AC Accum AC Tot Tc (min) Tot ]nt{lOyrJ {in/hrJ Tot Flow{l0yr)(c#s} Up Inv El Dn Inv El Pipe Len {ft} Inv 5 % Pipe Dim (in} Pipe Cap (dsJ Velocity [1Us) Flow time Inc (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 17 F2 F1 37.75 339.80 338.70 73.11 1.50% 2.5 54 12.0 0.10 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.00 406.73 115.65 3.69% 1.25 14 8.6 022 A5a AS 1.08 0.82 0.89 0.89 5.00 7.10 6.30 405.10 399.62 i8.78 6.96% 1.25 18 13.6 0.70 ES 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 026 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 Bt A3a 0.05 0.77 0.04 0.22 5.00 7.10 1.59 392.03 389.45 ll7.58 2.20% 1.25 I1 6.1 0.32 A3a A3 0.05 0.73 0.04 0.66 5.00 7.10 4.68 389.25 387.69 240.12 0-�°A 1.25 6 5.1 0.78 AS A5 0.29 0.89 0.25 0.25 5.00 7.10 1.80 402.04 399.62 20.17 12.00°/0 1.25 24 11.6 0.03 AS A4 1.14 5.00 7.10 8.10 399.42 393.95 66.18 8.27%. 1.25 20 15.5 0.07 A4a A4 0.14 0.62 0.09 0.19 5.00 7.10 1.35 395.77 393.95 7512 2.42% 1.25 11 6.0 021 A4 A3 0.14 0.65 0.09 1.42 5.00 7.10 10.10 389.95 387.69 28.24 8.00% 1.25 20 16.2 0.03 A3 A2 0.49 0-85 0.41 2.49 5.00 7.10 17.71 384.64 38Q 78 64.13 1.5 28 16.8 0_06 A2 Al 2.49 5.00 7.10 17.71 376.78 375.00 59.48 3.00% 1.5 20 12.6 0. CG-9A C ENTRANCE EXPANSION JOINT 5 0 pep.% EXISTING OR / %2 WIDTH OF ENTRANCE �• t PROPOSED SIDEWALK / sw / '/%.��/ /:/•i ice, I EXPANSION JOINT y i z FLOW LINE 6' 0" ENTRANCE WIDTH DESIRABLE MINIMUM 16' -.-EXPANSION JOINT ABSOLUTE MINIMUM 12' ISOMETRIC VIEW EDGE OF PAVEMENT C I HALF - PLAN �J WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED 0" TO MATCH THE MOUNTABLE CURB CONFIGURATION. 5'- ADJACENTIDTH OF OX TO DX CHANGE PARABOLIC CURVE .OTTER 8' WIDTH OF SIDEWALK FACE OF _____ _ L ® 1 .: CURB xu 4.ea4 seed% 4 CLASS A3 W.E.S.)GONG. a^•4•=•e �AP•Y o4ae el b'q 4 •• 12X MAX"INCREASE N SLOPE AT NNMUM 10' INTERVALS 4a4e4: • r12X MA%, SLOPE 6" AGGR. BASE TYPE I SIZE 218 ••• 3% MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND 8X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' 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 4Q FOR PEDESTRIAN ACCESS ROUTE - MINIMUM 4'-0" TRAVERSABLE WIDTH IS REQUIRED WITH A MAXIMUM 29 CROSS SLOPE. ® FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. © FOR CURB AND SIDEWALK ONLY - WITHOUT GUTTER. A INDICATES POINT OF GRADE CHANGE. ROAD AN`BRID�TAlDARDS SPECIFICATION STANDARD ENTRANCE GUTTER WITH FLARED OPENING REFERENCE SHEET 1 OF 1 REVISION DATE (FOR USE ACROSS SIDEWALK) s6z 203.01 VIRGINIA DEPARTMENT OF TRANSPORTATION A STRUCTURE SIDE AND WALL TMg0EW VARIES P. B J SECTION A -A SECTION B-B NOTES' 1. THE STANDARD SAFETY SLAB (S.-0 IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AD/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES. JUNCTION BOXES AND DROP NETS WITH HEGREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFELY SLABS SHALL BE 8-TO 12-WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30' DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THIN OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. AC YS BARS Y 8' C-C TYP. 4. SAFETY SLAB MAY BE CAST-N-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PS). REINFORCING STEEL TO BE N ACCORDANCE WITH AASNTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30' SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TYPICAL PRECAST UNIT `VDOT TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD PAID BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.14 CG 12 A5 DOWELS, 8" LONG A ERMISSIBLE AT 12" C-C -0911 CONSTRUCTION JOINT B 1 z E " B D DOMES A SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 '1 MAX 20 .1 II 48 2' MIN._ i SECTION A -A SEE TABLE 5 MIN. 121 MAX aE 121 MAX 2' 22227 RAMP TRUNCATE ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET I OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 a 12 5 10 15 6 14 5 NOTE THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. Y a 3 (N N o t U CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 7//r- SLIVOWS.-M l 4 9 SLOPE TO DRAIN TO INVERT SECTION A -A OF OUTLET PIPE METHOD OF TREATMENT IN DROP INLETS NOTES: OF MANHOLE AND INLET NVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAIN ON PLANS OR WHERE AVERT OF PPE S ABOVE INVERT OF , TO INVERT OF STRUCTURE. �j OUTLET PIPE MANHOLE DROP INLET IS BE CONSTRUCTED STANDARD OR ARE STAREON OR SPECIAL DRAWING. ACCORDANCE WITH B A S DE A T DETAILED HEREON IS TO CONSIST THE AVERT SHARING n 3 PORRAD CEMENT CONCRETE MIX TO CLASS AT OR N CT AGGREGATE CLASS EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE COARSE IP TO 43 N DIAMETER AND CONSIST OF STONE BROKEN BRICK, BROKEN CONCRETE OR BROEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. < , ' DETAILS OF AVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET 5 TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES VDDT SPECIFICATION ROAD AHD BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET, OF, REVSON DATE MANHOLE & INLET INVERTS 302 06.08 VIRGINIA DEPARTMENT OF TRANSPORTATION PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL --,,TOP OF FILL TOP OF FILL GROUND LINE x - GROUND LINE x GROUND LINE x 9 -'IE //J/// rrrr rrr J/ - =11 r, / JJ/Jr rrrr -'IE rr/ rrrrROCK rrrrrr rJ - - JrrrrJ/=EARTH II _ d EARTH DI YIELDING1 I BEDDING MATERIAL_ a t I-1 MIN. 1/10 D a % D X BEDDING MIN. D X D X BEDDING MIN. 1/10 D - o II MATERI& MATERIAL X D X 1/2" PER 1' OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 v D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 v 0 MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL x x - rrrrr/. r//rr/r ..... _ :LLLVl{ rrrrrXrrrrrr rrrrir/rrrrrrr = -_ •••••••• /rJr/n /rrrrrr ;:�� f - •;j:{ti rrrrr rrrrr �::; .'y\::'V -_:�{�}:•�: ': rrrrr rr/r :K{K•:•iY• � �///r////Jrr rrrrrrl////rJ rrrrrrrrrrrrr r/r///r///r rr rr •.f� � :•. ^:}: Jrrr /rr •i iV r UND o- - ••••: it a .}::::;:::;::: GRO -}}:�rrr� ,vr . -: r ;. GROUND ... rrrrrXr/ O /rrrrrrrr =GROUND ••••••: LINE o-�•:• � .; LINE - c = -LINE - ti:' .::•:•:;:; - _ - - - % a EARTH II-� c =II II MIN. 1/10 D UNYIELDNG / MIN. 1/D D _••. _ a BEDDING EARTH MIN. 1/10 D X D X BEDDING MATERI& /i PER - _ - .- SOIL 1" OF H X D X MIN. B", BEDDING MATERIAL MM. 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. REGULAR BACKFILL MATERIAL IN ACCORDANCE FOR GENERA NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD PAID BRIDGE WITH SECTION 302 OF THE ROOD AND BRIDGE AND STORM SEWERS GENERA NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. FOR PLASTIC PIPE ' ® FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL / /r/rr IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVDOT A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING 15 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 1 OF 4 REVISION DATE 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 2016 ROAD & BRIDGE STANDARDS a..a'.a SEE NOTE 4 .'s . a:A . .d „ 46' . -"I RADIOS $URFI MI BASE YYY NOTES 1. THIS RDI MY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PRIF PRECAST. 3. COMBRATKN CURB Y GUTTER HAVING A RA IRIS OF 300 FEET OR LESS (ALONG FACE OF W SOLL BE PAD FOR AS RADIAL COIDNA11011 CAI® Y GUTTER 4.FCR 115E WITH STABL® OPEN -GRADED DRAINABE LAYER TIE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE SUBBASE GOUt5E5 AND TO THE DEPTH OF THE PAVEMENT. 5. NlOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AD DESIGN SPEED AS SHOWN N APPENDIX A R OF THE VDOT ROAD DESGN MANUAL. D I B' e. AT THIS TIEEOOPTION CONCRETE OF THECONTRACTOR °RENDE COMBINATION 6" CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-2 NOTES 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FACE OFVCURBA) WIIIUBE PAID FOREAS RADIAL CU BONG 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTO 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 BD IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. R 5. CG-2 IS TO BE USED ON ROASDH(jypA(YYyS MEETING THE APPENDIX ATOF TTHHE VDOT ROAD 6E5GN WANJAL. SURFACE BASE SUBBASE WP-2 A V. wO@ 2M.03 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 z 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 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21A BASESTONE - COMPACTED SUBGRADE � PAVEMENT SECTION C12 Not To Scale 6" - 31000 PSI CONCRETE AT 28 DAYS OR STRONGER. c WIRE REINFORCING OR #4 BARS AT 12" O.C. O O O O O O O O O O O O O O O O O COMPACTED O IIIIIIIIIIIIIII�COMPAC EDSUBGRADEIA TO BE FIELD VERIFIED 2�DUMPSTER PAD DETAIL C12 / Not To Scale ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 >R EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASEPROPOSED SUBBASE -------- - COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AD 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 I INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY E ENGINEER. 5. THE ENGINEER MAY REQUIRE THE WILLING 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(c) OF THE SPECIFICATIONS. SPECIFICATION REFERENCE 315 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MAMGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Cluslottesmile, VA 22902 shimp-engineenng.00m Y �^^ r V' 1 2 U MP D Lic. .45183 ��SASIONAL 6� 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 FILE NO. SITE DETAILS CG-12 DETECTABLE WARNING SURFACE 0 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 AECFICATXN LDHIE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/1B 2W.01 ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET C12 OF 15 C121 15 2 2C _1 2C 1 1.5 25 LEGEND GREEN RETR REFL WHITE SYMBOL NBL E RETR R F G G ( 0 1, S 0 0 U( O E U BACKGROUND — WHITE (RETROREFL) Reduce spacing 50%. "See page 6-31- "*See page 6-2 for arrow design. RI-8a VARINUCESS4NE A 8 C 0 E F G H J f L 12 8 375 .43& IS 150 5 10 1871 9859 1.5 1& 8 375 CIB 225 2D I 150 2�WD 576/ IS of PARKING APPLDAIDN DIRECTIONAL APPLCATION COLORS. LEGEND-GREEN(RETR(DEFLEGM) OR BLACK COLORS LEGEND -WHITE IRETRDREFLECII I BACKGROUND -WHITE (RETRORERFC I RAO(GRDIIND-BLl1E (NETROREFLLLTNEI C ( I YHL I ) TWO SECTIONS OF W-BEAM RUN ON ONE SET INSIDE THE OTHER B r W. DIA. EXP. ANCHOR LEA PLAN BOLT 6" LONG 6I DIA EXP. ANCHOR (FOR STANDARD OR-FOA-1, BOLT 6" LONG WITH TYPE II RUN-OFF DETAILS, WASHER SEE SHEET 3 OF 3.) 51/2" n I I 6 Y P P 10�REIF FER OTSTANDARD CURB OMC 4D' GR-FOA-1 Manx.: 'IXED OBJECTS MAY CONSIST OF BRIDGE tAILS, ABUTMENTS, PIERS, RETAINING WALLS, )R OTHER FLAT SURFACED STRUCTURES VITH VERTICAL FACE. RIDGE 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/B" DIAMETER ASTM A449 HEX BOLTS WITH WASHERS MUST BE - - USED WITH THRU DRILLED HOLES AND A %" BEARING PLATE ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 8 7. DRIVE NAIL WITHIN 2" OF THE TOP OR BOTTOM OF THE BLOCROUTSTALLE AFTER 6/&" X 18 BOLT IS INSTALLED. Li Li 3 4 5 6 7 8 9 8. SEE SHEET 3 OF 3 FOR RUBRAIL THREE DIA EXP. I BLOCKOUT DETAILS. B ANCHOR BOLT 6" LONG WITH WASHERS. J-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 W-BEAM 9 ONE SET INSIDE THE OTHER. VERTICAL BRIDGE TERMINAL WALL OR OTHER FLAT I 2 SURFACE STRUCTURE 10 � � 1 n Z m N .T 10 up up ;D x GALV. STEEL 10D r N r` COMMON NAIL. _ - SEE NOTE B. J SEE NOTE 6 6bLT & NUAL • SEE NOTES 4 & 5. _� ° O1 L J L J SECTION C-C SECTION A -A ITEM MATERIAL/SPECIFICATIONS/NOTES O GUARDRAIL BOLT AND RECESSED NUT O STANDARD 6" x 8" WOOD POST AND BLOCK O3 STANDARD W-BEAM TERMINAL CONNECTOR O STANDARD W-BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE STO. GR-HDW) ©RECTANGULAR PLATE WASHER (SEE ST'D. GR-HDW) OBENT PLATE RUBRAIL (SEE SHEET 3 OF 3) OC6 X 8.2 RUBRAIL (SEE SHEET 3 OF 3) X B" X T-6" LONG WOOD POST & O8" g 8" X 8" X 14" LONG TREATED PINE BLOCK OR RECYCLED MATERIAL 10 WASHER FOR %" BOLT SECTION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. vp�T 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 1.00' 1 1.50' BY OTHERS MAX MIN 7 . 4.00'r///A 0 / /// 3.67' I. MAX. 6'-0„ 1 O.D. STANDARD PPE FOR RAILS O.D. EXTRA S ONG PPE FOR POSTS u 4 2'-3• YAX. A - �W rp OF ONE TREAD 7RAT IS A REg1IED AT EACH BOTTOM RISER GROUNDING E1.EC CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRALS SHALL BE (ROUNDED Al EFFECTIVELY BONDED. GROUNDING MATERIALS NSTALUTION TO BE IN ACCORDANCE WITH ST-D. FE-S. I FOR ALL DETAIS AID DIIR1/5 INS NOT SHOWN SEE SrD. FE-CL STANDARD iEQ LNE POST t1€ POST i SP1 O D. I� " RW T R AR ALL POST ELECTRODE gE4 OCENTFiMET rED N TOPS ALL ,• 5[/ 4• COVER MbLT05 (TYP.) Q" li 7,4++ EID OF RETANMD WALL CONTRACTION JOT'� REIyD, RW-2 RETAINNG WA L }f h} ALTERNATE INSTALLATION ON WALLS { }} { {} T�hNS HADRAL LS TO BE 115ED ONLY AS A PggTECTgN FOR PEDESTRUNS AD 91011LD NOT BE PLACED N ANY LOCATIINT WERE R MGNT BE SUB,[CT TO I11Y VEHCLIM S 11YN &FACT FOR V PROTEC IOEN STADAPD GUMTORAL SHOULD BE USED. CONTACTSOL STA L T 9U E I ACCORDANCE W" THE LATEST EDITION OF THE VIRGINIA UNIFORM E. STANDARD HANDRAIL ,,. METHOD OF LOCATING AND ERECTING am.7/04 VIRGINIA DEPARTMENT OF TRANSPORTATION BDI.OS 5O0 NEW SWM EASEMENT —f IT 4 PLAT FENCE POI SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. SLEEVE-ITTM 1224R LID CAP UNIT SLEEVE -IT- 1224R (12.0 X 24") DEEP CUT THE GEOGRID FRONT AROUNDTHE SLEEVE HALF FILL SLEEVE WITH SLEEVE-ITTM SYSTEM REAR CONCRETE, SET AS NECESSARY SLEEVE HALF FENCE POST. X SRW UNIT STRUTS COMPACT TO 95% MDD REINFORCED PER ASTM Di BACKFILL ZONE CANTILEVER BASE FIM^ ( VERTICAL LEG F GEOGRID 'FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-ITTM 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 6-FT, PRIVACY -UP TO III (WOODEN, PVC, METAL). POST SIZE 4'X4' MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITTM 1224R N.T.S. ASSEMBLY & INSTALLATION 1. General -The Sloo llTM post foundatlon system shell a purchased and Imtalletl by Me all well contractor to Important Nob: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the facilitate future fence past installation. Contractor shall writ' proper spacing requirements pna o installation. Slaev i system must a compacted to a minimum of 9i of the material's maximum Cry density w determined by ASTM 2. Assembly & In.Mila6on - Refero insructiom prwitletl wbh units forapm fic iWoa m related W the aswmbly W the D� (Standard ProaoO. 9eckfill and compaction Whin three feat NMe wall face should a perkrtmed wIM hand operated Steeve-Itw system and to moved insYllation procedure. When the segmwtel retaining wall has been constructed to mo equipment as recommended by the Natiarsl Concrete Mawnry Association (NCMA) SRW guidelines. Care should be taken feet from top not including the capstone: during Me first 6d liftto mid afecting the integrity of the grunt extending back into Me backfill zone. Stop 1: Prepare a level area approximately 24- wide x m" deep behind Me wall face. The preparetl area should a 24' Repwt Above Steps for and Sleevs-Itai unit below Me proposetl kp 0wall (not including the cap gone). Stop 2: Take Me two sleeve halves, om front (no slots) and one back (With slats) and lay them on a level surface with Me IN When Modelling fencing, pals must a cancreted into the Slave -IC"' cavity. (smooth fingers) and the OUT (raised fingers) opposite wch other. Ir48Wreeve the Iwo slave halves by pushing Me IN Fence pale shall extend a minimum distence of 18- into Me slwva to wgure proper engagement with Me Sleseel finger sets under Me OUT Moor sets. Flip Me sleeve pWfr and Raider the some procedure on Me other side. Stand Me unit system. Al pale must be an to'inbad" side of to vertical poison of Me immolator base Do not install pats betwcen wrlimly and use Me two plastic has o secure the sleeve halves into a cylindrical unit. vertical leg and wall esce. Fill cav'Ay completely until concrete- Men concedes cures, topsoil or other surficial cover may be Stop s: Place the Plestiwl coated cantilever base on the prepuretl area with M s vertical upright about 6' from the oil of the placed aver the Sider I[TM system to agate fiat, finished wpearence. block. Sop 4: Slide Me sleeve over Me vertical leg (the unmated porbol With the slottetl side of the sleeve facing sway, from the The Sleeve-f"' product shall be evenly leaatl re, forther apart Man 10 feel on centers in any case. Dan a the Sleays-It^' well face. system is Invoked to Me Lollwnng anal applications: Step 5: Slip Me unmated end of men shut through Me slots lumber! in Me track of Me sleeve and connect Mein to Me - 8-fact high and under chain link escoas - 6-fact high antl under wad fence with gaps between boards toranat transverse bar on Me verrcal leg inside Me sleeve. Correctl wand ends of Me struts 0 he coated case - 6-fact high and under ballatread PVC, goal, aluminum or wrought iron fences. portion of the steel cantilever on the gewntl tremveree bar Man Me reshotthe baw. For other fencing systeme spectral not meeting thew criteria, wood Stases Systems Inc., to determine Si S: Reposition the entire system as needed by Iif rig it using Me top transverse bar of the venal portion of Me steel suitability. I (NO) 6B0-7T98 or email atrao�gaogrW.eom cantilever imade the sleeve after assembly. Make sure Me wall ear or any remaining coumes of bock is accounted for When positioning Me Sleevaft"' in its final location. ALL material may be subject W site testing for compliance to the above specifications. Sop 7: Place enough 311 clean gone around Me system to stabilize R Set to lid in place With the handle perpendicular to Mewanoa.Use line reasoning guiato"sum Met Me and Sleeve-u^^is placed with Me as the c nt sting guide t as Mead FOR MORE INFORMATION CONTACT: uiremeaale pother sheens requirements as by Me fence s Step 8: When installing geognd around the Sleeve -It^' "seem, of the geognd perpendicular To Me wall lace just enough to STRATA SYSTEMS INC., fort around Me sleeve ensuring that Me grid is procedy attached to the well face everywhere with Me exception of Where 1-800-680-7750 the sleeve is. This method Is acceptable by geognd manufactures when obstacles soar as fence pat foundations are r ni Mf1- sDc� OR present . strata@geogdd.com Ft�prG�sl�IPclollu� DATE: 12115/2007 SCALE: NTS DWG NO. SLEEVE-ITTM 1224R SECTION WALL DRAIN PRO° I� T Real L rim �V� 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-engine rring.wm Q PLI �� y �2 U MP D Lic. .45183 ��SSION LL 6> ' SU-3 � xD MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY VIRGINIA )AVP$TE. .BOLL Ds r TFLt t— °s 1300 RICHMOND GR-2 GUARDRAIL /. DI i_ I Li - \� ROAD -FLOW — AUTOMOTIVE NEW 30' Baal E II II I I LLLL�.III -- �,D CG-6 CURB I -- SUBMISSION: 1.00' %. I O O O 4 LL _-_- 8c GUTTER - 2020.02.21 Tu I I o --- REVISION: a -- d' Ex°N 1) 2020.06.15 I I \ \ 2) 2020.06.22 [ARB] �L X. Q 4 fMAILO TOP q I I IGN 3) 2020.08.10 [ARB] 4) 2020.09.25 [BID SET] d d Q I 4 8 O E% DI 5) 2020.10.22 0777==���I� 6) 2020.11.30 [ARB] ° I �— I /7 7) 2021.02.08 NEW 30' SWM_` �. NEW 10' SWM AC ' EASEMENT 'I. CEASE NT FILE NO. SITE DETAILS .� I oT_..�� _— �I -' v SHEET C13 OF 15 DEGINNING) WALL HANDRAIL & GUARDRAIL SCHEMATIC 2 TRUCK CIRCULATION GE VEHICLES TO USE CENTRAL ENTRANCE -40 Till I RB THROUGH V SITE TO PANTOPSUSE CENTRAL E WAY F C13 SCALE: 1'i C13 SCALE: 1"=50' C1 3_ � I X a4. W ¢Q4 NEW ° x 52 6e a ° hwiiiiiiiiiiz- ;f / X X �X X _ 1 AQ W T _ X ► f I _X �X 3 3 2 -4" w _ - w O\ 3 4" TEE, GV l w ► 4 'FIRFL NIE w�IN �5 �_ y 0� —x —x —x 5 X — e $ _ W w I X X yy GpG—GAS—GPS 5 , W �w w�W �X �x — — i ° 5 �5 h �- 0 PE WA ERLINE / _ � w w e _ ° N W 1" CORP WM FROM STOP —x —x —�i—x —x —x —x �x —x — � W rnn FDCaG �RD �aG RG �Rn RG —R x y 3 FHA �x — 'A _X —X —x —x —� �RD I ANEW Vx6x6 /X / !x I P9 /Ao po 3 N19 3 X X � X —X —X X _X I% L rn � W 470Cv s 3W I `S 2 I aG p� I I / S, I 9 as ° I I a 1 13 ' 1 I N Do 1 I I p •O � 3 / 3 1 RD X o S �S l a Ia oa ° as ° 0 o / BEND FROM EX. STUB . / 3 w —w NE w8_D w w 9 °BEND O W O 3 AS c �i M a• \ ��� i �lJ t,,�� E V1Y. .� (Q:} GAS 04S GAS "S GAS A� GAS GAS Z mAI a� .�1nA���IR��T,,,.�1.��..rA`.Rn. — a - . ! ra • �\ f c4a��y r fNi' � y�—�:_._.—.—.—_ �_ —_ — memerev�• a ��,.�e.,.e.,.a,u "��+.. 1 WATERLINE PLAN VIEW C14 NTS GPS- GAS GqG GA$ _ ucu WM VAULT Q'SG 425 425 420 NEW GRADE 420 FROM EX GRA 415 415 z- 410 _ - 0 410 Q J --o - za ow w n r 405 Fn w w ~ N _ - JAI III\ 405 z o to w BY A FEW iNUML� ro n 400 - 400 za INTERIOR I AK-LINEDT_ TO FHA_ C�IFMEN 395 w 395 HA D- gp 3g 390+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 Focused Engineering 912 East High Stmet Phone: 4M-2273140 Charlottesmile, VA 22902 shimp-engineenng.Gom 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 FILE NO. 19.078 WATERLINE PROFILE �2)WATERLINE PROFILE SHEET C14 OF 15 C14 NTS C14 ChargePoint CPF50 Datasheet Introduction Specifications Dual Pedestal Mount CPF50-L23-PEDMNT-Dual ChargePoint, Inc. I Copyright 02019 10 of 15 1 �VW EV CHARGER C15) NTS Porsche Universal Charger (AC) Technical data: Electrical data Overvoltage category (EN 60664) Rated short -time withstand current (EN 61439-1) Plug variants Residual current device Vehicle plug Protection Gass IP protection Gass III <10 kA eff. CEE 230 W16 A, 1 p, 6h*; CEE 230 V/32 A, 1 p, 6h*; CEE 400 W16 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 5-15, Cord hardwired connection. YP-41 (JIS C 8303 Class II);TYPE B (US); TYPE B (Japan); TYPE E/F; TYPE G; TYPE I (AUS); TYPE I (CHINA); TYPE J; TYPE K; TYPE L; TYPE M Type A Type 1 and Type 2 II 54 unarging DOCK Dimensions (woun x nlgn 4U0 x OfU x ZDD Film (10.1.1 x Zb./ x 1U.d v cfcnfHl in Ambient conditions Operating temperature — 25 *C to +35 aC Humidity - 95 % non -condensing- 95 % non -condensing Rate of temperature change in ax. 0.5 "C/min Elevation max. 2,000 m above sea level Degree of contamination 2of contamination 2 3�PCRSCHE EV CHARGER CHARGER C15 NTS PRODUCT LEAFLET Electric Vehicle Infrastructure DC wallbox UL Parts: The ABB DC wallbox is a compact 24 kW DC fast charger with one or two outlets supporting CCS and CHAdeMO 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, ABB's DC wallbox features ABB Ability Connected Services to enable authentication, payment, monitoring, remote diagnostics and repair, as well as over -the -air updates and upgrades. Applications • Office, workplace • Hotel and hospitality • Parking structures • Dealerships • Urban fleets • Public or private campus • Multi -family residential • High voltage fleet applications • Sites with sensitive load concerns AL It It %or or The UL certified ABB DC wallbox is a compact 24 kW DC fast charger perfect for offices, parking facilities, shopping areas and car dealerships. 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. 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. High voltage charging capabilities As electric vehicles and their use cases diversity, high voltage DC charging has become more important to increase charging power while ensuring as much efficiency, safety and usability in DC charging systems. ABB's DC wallbox can meet up to 920V DC fast capabilities to enhance power output across a Wirier range of today's and tomorrow's EVs, including both passenger and fleet vehicles. Porsche Universal Charger (AC) Cable -Type 1, 19.2kW Control Unit -19.2kW Charging Dock Hardwired whip 24OV, Hardwire Assembled unit II Pedestal mounting options: A) Slim 8) Pedestal Single —Black C) Pedestal Dual Upgrade (used in conjunction with t single) Main features • 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 • Compact design • Robust all-weather enclosure for indoor and outdoor use • RFID reader Key optional features • On -screen PIN code authorization • Input current limiting 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-14 CHAcleMO ABB Inc. 4050 E. Cotton Center Blvd Phoenix, AZ 85040 United States Phone: 800-4357365 E-mail: US-evci@us.abb.com abb.com7evcharging CE ABB Inc. 800 Hymus Boulevard Saint-Laurent, QC H4S OB5 Canaria Phone: 800-435-7365 E-mail: CA-evcirilIabb.com EV Charger Fact Sheet 0 Max. 14 ft General specifications ICoutputpoier 24kWpeak-22.5kWcominuous DCoutPu[voltage 150-9201ia DCoutputcurrert 60A Userinterface 7- full colortouchsrmn display RFID system ISO/lEC14443A/a,1SO/ IEC15693, NFC reader mode, Where, Calypso Networkconnection GSM/3Gmodem 10/100 Base-T Ethernet Commurkation OCPP 1.5 enabled atvironment Indoor/outdoor Operanngremperature as -C to+55•C (de -raring characteristic applies) Pectection loss, indoor and outdoor Dimensions (N x iel 77O x S84 x 300 mm 30.3x 23x 11.8 in Charge table 3.5m or 7m d2' or 23') Weight 60kg/13211dsexcluding backplate (10 kg / 221bs) and cables Charging protocols CCS-1 CHAdeMO AC Input power connection Single phase: Ll, N, PE Split phase: Ll, L2, PE Inputvoltage range 200-240 V,a-/.10%(60 Hz) Maxratedinputoment 100 A(current kmiting options available) Mdency 94%atnominal outputpower Compluncesnd safety UL,FCC we reserve the right W mexe requited changes or modify the contents of this aocumemwenout priornmla.we ovaall rights in this document and .a Ne subject matter and idwstratlons wherned thendn.Mryreproducocn, dlscdosureto[Nm partheorutiracron of kscon[en[s-inwboleorin parts -is fxtxdenwtrhout plorammeu o sentnf ABB. copy,lghtOZo19ABB. p AIInglhsraae ed. Applications e Public and private parking areas e Community parking areas e Parking areas of hotels, supermarkets and shopping malls Is Workplace parking areas e Charging stations e Highway rest areas N�f ME button CHAd/.10 Chagas plus And nale 2]' OLEO display r Push Nature ,1 RFID cod roeder Installation and Operation Manual 2 2 AUD C15 NTS Electrical Max Output Current (Amperage) Up to 80A Phase Single AC Power Input Rating - Standard 208/240VAC 6011z single phase With IEC1511811SO15118 YES CertificationsUL2594, ULSOE, UL2231, UL991, FCC Part 15 Class B Wiring — Standard 3-wire (1-1, L2, G) Output Power (kW @ max A) 19.2kW (240VAC @ BOA) Input Cord Requirement Hardwire Charging plug SAE J1772 (BOA) Input cable hole as sse Mounting holes (Drill 9Otm toles to fit prodded Me mou X4 ling screws.) EV CHARGER cc61 Specifications Model EVDU25)0(AXX EVDU25XXBXX EVDU25XXCXX Input rating 180-305 Vac; 60Hz; 165A max. 480 Vac; 60Hz; 40A max. 208 Vac; 6OHz; 90A max. Wiring 1-phaselLl, L21N, PE 3-e/L1, asL2, L3, N, PE 3-phase/L1, L2, L3, PE Power factor >0.98 Current THD Compliant with IEEE 519 Efficiency 94% DC output #1 SAE J1772 DC Level 2, 50-500 Vdc, 65A max., 25kW max. DC output #2 CHAdeMO, 50-5DO Vdc, 65A max., 25 kW max. Protection Over current, Under voltage, Over voltage, Surge protection, short circuit, over temperature, ground fault Display 2.7" OLED screen Push buttons MulliLfunctional buttons (LED light Orange, Blue) / Emergency stop button (Red) Authentication ISO/IEC 14443 Type Alb RFID for user authentication Network interface Ethernet (standard); 3G (optional); WM (optional) Operating temperature -22°F to 122aF (-30°C to 50°C) Humidity < 95% relative humidity, non -condensing Attitude Up to 2000m (6500 ft.) Ingress rating Type 3R (IP54) IK rating IK08 according to IEC62262 Cooling Forced air Charging cable 3.Om to 7.9m (9 to 25 ft.) straight cable Dimension (W x H x D) 680 x 430 x 230 Tom (27 x 17 x 9 inches) Weight 47kg (104 Ibs), excluding plug and cable Certificate UL, UL 2202, UL 2231 Installation and Operation Manual 33 e mmi SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 ChadoOesville, VA 22902 shimp-engineering.com LIC. . 4/5183 �F`SSIOINAL 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 FILE NO. 19.078 EV CHARGER DETAILS 15 C15