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HomeMy WebLinkAboutSDP202000018 Plan - Revision 2020-06-15MAJOR SITE PLAN AMENDMENT LEGEND EXISTING NEW L 10 311.5 x 311.5 TC x x' 311.5 TW x x' 311.5 BW x x' -0- -0- (1) m OHIJ OHU UGU UGU 0 00 q q 0 OO S S W W � 0 A A GAS DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE 1300 RICHMOND ROAD - FLOW AUTOMOTIVE OWNER/DEVELOPER Owner: Flow 1300 Richmond LLC 500 W 5th St, 18th Floor Winston-Salem, NC 27101 bthomas@flowauto.com ZONING HC - Highway Commercial Entrance Corridor Flood Hazard Overlay District Steep Slopes Overlay District, Managed & Preserved Dam Break Inundation Zone Amendment to SDP199500042 With SP199400004 SETBACKS Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of the right-of-way): Building: Min - 10 feet, Max - 30 feet* Parking: Min - 10 feet, Max - None *None on any lot abutting a principal arterial highway or interstate Side & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District): Building: Min - 50 feet, Max - None Parking: Min - 20 feet, Max - None Side & Rear (if abutting lot is zoned commercial or industrial): Building: Min - Accordance with Building Code, Max - None Parking: Min - None, Max - None MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE TMP 78-6 : DB 5272 PG 714 TMP 78-7 : DB 5272 PG 714 SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & topographic survey provided by: Roger W. Ray & Associates, Inc. (01/07/2020), updated (03/16/2020) w/ portion from LIDAR retrieved (01/30/2020) Delineation of LIDAR & Surveyed Topo Shown Sheet C3. Topography Field Verified by Justin Shimp, P.E. (03/25/2020 BENCHMARK Datum for topography is NAVD 88 Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08. FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 4, 2005, (Community Panel 51003CO287D) a portion of this property does lie within a 1 % annual chance floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This watershed is not part of a watershed supply protection area. STORMWATER MANAGEMENT PLAN 1. Development of this site results in a net increase of 0.73 acres impervious area. To mitigate stormwater impacts on areas downstream, specifically the intermittent stream at the back of the site that leads to Meadow Creek, a dry detention pond is to be constructed to capture the majority of runoff from new impervious areas on site. The detention pond will outlet to the 100 year floodplain. A series of detention pipes existing on site are to remain, and drainage areas have been checked to ensure the drainage area and/or curve number to these pipes have not increased. 2. Water quality will be addressed by purchase of 2.49 Ibs nutrient credits to meet the VRRM redevelopment nutrient removal requirements per 9VAC25-870-63. 3. Detention Pond Coordinates: 9 (38.0355706,-78.4510122) WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. All sanitary lines on site are private. PRESERVED STEEP SLOPES NOTES 1. Development is not authorized to impact preserved steep slopes. 2. Development is subject to steep slopes overlay district requirements (Sec. 18-30.3). 3. Preserved steep slopes must be staked/flagged prior to land disturbance, and flags/stakes must be maintained for the duration of the project, to final completion. GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. BUILDING HEIGHTS Maximum Allowable: 65 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: 4.39 acres LAND USE SCHEDULE EXISTING Area % Building 39,330 SF 6.8% Pavement 218,787 SF 37.8% Sidewalk 5,334 SF 0.9% Undeveloped 315,799 SF 54.5% Total= 579,250 SF (13.30 ac.) PROPOSED Area % Building 51,686 SF 8.9% Pavement 233,216 SF 40.3% Sidewalk 4,550 SF 0.8% Undeveloped 289,798 SF 50.0% Total= 579,250 SF (13.30 ac.) PARKING SCHEDULE Automobile service station and truck repair shop: one space per each employee plus two spaces per each service stall. 41 service stalls provided, 2 employees per stall 164 parking spaces required 196 parking spaces provided Motor vehicle sales, including automobiles, farm equipment and trucks: one space per 1,500 square feet of display area. 57,880 sf display/sales area 39 parking spaces required 46 parking spaces provided Loading spaces: one space for the first 8,000 square feet of retail gross leasable area, plus one space for each additional 20,000 square feet of retail gross leasable area approximately 57,580 sf retail area 4 loading spaces required 4 loading spaces provided TOTAL REQUIRED: 203 PARKING SPACES, 4 LOADING SPACES TOTAL PROVIDED: 242 PARKING SPACES, 4 LOADING SPACES (INCLUDES 8 VAN ACCESSIBLE HC SPACES) ITE Trip Generation Trip Generation Manual, 10th Edition AM PM Use Description I ITE I Qty in out Total in out Total Automobile Sales (New)l 840 141 Service Bays 52 45 97 61 69 130 Total 52 45 97 61 69 130 Trip Generation reflects AM and PM peak hour traffic. SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site FIRE MARSHAL'S NOTES A knox box must be provided on all new structures. Coordinate location with the fire marshal's office. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. 15. Accessible parking and routes must comply with ICC ANSI A117.1-09. 16. All roof drains shall discharge in a manner not to cause public nuisance and not over sidewalks. S D P2020-00018 - TAX MAP 78, PARCELS 6 & 7 ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 =2000' Map provided by Google.com SHEET INDEX C1 COVER C2 SITE OVERVIEW C3 EXISTING CONDITIONS & DEMOLITION C4 SITE PLAN C5 GRADING & UTILITIES C6 LANDSCAPING PLAN C7 LANDSCAPING DETAILS C8 LIGHTING PLAN C9 LIGHTING DETAILS C10 SIGHT DISTANCE C11 STORM DETAILS C12 SITE DETAILS C13 SITE DETAILS APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com SHIMP Y ic. 183 %IONAL v�G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. COVER SHEET C1 OF 13 19.078 C1 C THIS PROPERTY CORNER IS APPROXIMATE ONLY. .4/ o PLATS OF RECORD SHOW THE PROPERTY LINE RIP / TO FOLLOW THE STREAM. HOWEVER, NOTES RAP yam" o� N ON SURVEYS OF THE ADJACENT PROPERTY STATE \ N' THAT THE STREAM WAS RELOCATED AT THIS M ILir, ya o CORNER BY VA. DEPT. OF HWYS. NO EVIDENCE 7.9 ��-.. 4 �N may. _ OF THE ORIGINAL STREAM LOCATION EXISTS. THE CORNER PROPERTY LINE SHOWN HERE ON \\\ h, h'^ IS TO THE CENTER OF THE EXISTING STREAM. / IRON EOuI `� „�� T.M. 78-,'8B' 1.sr OFF LINE �<, A v- ,4. T.M. 78-58K / WILTON, LLC a A g \ a 1 JAMES A_ JR. & PEGGY W. DETTOR / D.B. 1130-1251 D.B. 3713-419 / D.B. 1198-307 & 308 PL_P.T�-. D.B. 2700-317 PLAT ZONED: R10 \\\ \ \ D.B. 391-296 PLAT / vv vvv v `° D.B. 201-455 PLAT \ \ \ \ � \ <A�M J \ vv v v ^ v 9QY v �-- o"' ZONED: R1 ,4. 16 / PROPERTY LINE IS SHOW AS o^ 4 0 / M" THE STREAM ON PLAT -- h� ti GAP RECORDED IN D.B. 201-4, ry ^ »p„ D.B 1198307 & 308 1 0.038 ACRE _ - - I T.M. 785801 - - --- OVERLAP �\ PANTOPS CORNER,\- -- '-= - ,. - \ ` _ - _ _ \ - - - - _ - - _ u L2 OVERLAP - LC.GAP A D.B. 4358-684, "' �\ \ \ -; --,\ \ - - -- D.B. - _ - - - - - - - - - - r <S „C» „B" 0.008 ACRE \ \ / 0.002 ACRE 688 PLAT �� �� A \ A A \ V vv vv <v ----- -xEx_ FE_XNCE ��--- --- s c As�IEI TIOr� 0.008 ACRE ZONED: HC `v v ` v /� /- - - - - - - -U=..TIEEo RIFIED 4 - - V A / -IR9Ck EGIJND JUST 1 \ SIT 6 \ NT (D.B. COMPANY OF VIRGINIA EASEM€ / FOC / MERICAiJ TELEPHONE AND 1EtEGRAPH / --� _. - --463 / \X \X DAM BREAK INUNDATION I \ \' �\ \ A ---- 9 �_- ---' _ BG,ND9 L9 ` - x L,4 ZONE STATE �� I\ vv vvA w �- <`------- APPRaXIMATe a�sE GgN - LINE- �°"04"� 3 P/gT ORO -360- �'� - v __XUS eEMo�IaMENT IN FOUND N DAM BREAK INUNDATION \ \ \ CATION OF _ __-- "ONEA �� k ZONE (STATE) 20' SA , ND �E %8) GI Eq C77 x w � � � � �� � � ` v v A v � < - - � - - � -SEW�R-€ASEtdENL - = i � - � � J ! x 100 YR FLOODPLAIN 3jo ��\ � <--- (D.8.,549-596) s8p-4 GF�, q <... PWN SEMENT------- I - L18 Ak v V 0. �340' E.. PIP E'.AP 100 - - - - - - - - L79 - _ - PRESERVED SLOPES �`vv�y v v`, ; - _---- - - - _ - PRESERVED SLOPES \ \ \ 00 FL / _ -- - - -- -7 FnUhD350 411 ■1 v� �� �� \VA� \ N LIMITS OF AMENDMENT15" CI --- \ \ \ \ \ J 'I /■��-- MANOSC10N\ \\\\�� I / i EX. DI FOUND �Nrn / AND GRADING EASEMENT,,.3 �� \ \ _ - - - - - EX. DI 20' PRIVAT - `b (D.B. 4553-473) \ ` \ \ \ \ \ ,` \ �0 \ \ ` ` \ ` _ - - - - - - - -1, - -360- - ( \`\ N -� i DRAINAGE EASE T D 6 3 \\�\`�"'1361 216'219 LAT) ,■ v� ��� ��-� LOT 7�� vy y A �-' .36D� ---------------------------- SOT 8 �� \ �\ - N CL \ _ 5.59 ACRES (DOES NOT INCLUDE-� LOV\ 3 0 \ _.1�r ull T t COUNTY OF AI.BEMARLE Dept. of Planning & Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (804) 296-5823 April 22, 1994 Gloeckner & Osborne, Inc ATTN: Brian Smith 710 East High St Charlottesville, VA 22901 RE: SP-94-04 B & B PARTNERSHIP Dear Mr. Smith: The Albemarle County Board of Supervisors, at its meeting on April 14, 1994, approved the above -noted request to permit outdoor storage and display of vehicles within the Entrance Corridor Overlay District. Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; 2. Development shall be in general accord with site plan titled Brady -Bushey Ford dated November 5, 1993 revised February 10, 1994; 3. Administrative approval of the site plan for this use. Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further information, please call Babette Thorpe at 296-5975. If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. I.M. 78-5A Sincerely, PANTOPS CORNER, LC D.B. 4358-684, 688 PLAT ��� L \ ZONED: HC V. 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TRANNE SFORMER T 2 FT OVERHA G I I o FOR 1 PARKING (SHOW SPACES I I REEK ON PAD :. v PLANNING P� PURPOSES ONLY I SHARED BUILDING A3 OFFICE 30.86'—y. _ NEW SALES BUILDING SPACE o _ FFE 417.0 0 BUILDING A 4 `t 7 CUSTOMER ' NEW SALES BUILDING SPACES MECHANICAL EQUIPMENT'" R TItER , o �o FFE 419.50 UTILITY HARDWARE 0 ROOF ' R 1 SHALL BE SCREENED% R PUBLIC W , .5 ' VIEW TO THE EAS ABLE ° SATISFACTION OF THE AGENT WITH "CN MATERIALS HA ONI S WITH THE _ G-12 4 BUILDING 0 TH SHALL BE 1 5 EXISTING ` J LOCATED SO NOT TO BE CUSTOMER � 11 EXISTING DISPLAY J �� 9•QO CG_ EXISTING VISIBL FRO PUBLIC VIEW 9 LSPACES] SPACES TO REMAIN (NOT ---------- / DISPLAY h� INCLUDED IN PARKING EXISTING CUSTOMER �SPACES� ^�• CALCULATIONS SPACES, (INCLUDES 21 t I— — — — —� I VAN ACCESSIBLE HCI SEE ALE 7 EMPLOYEE/ 30.00' O I 10}} L PARKING SPACE SPA ES o --�! ---- o 0 S- y -� -12 OHU X OHU OHU 5.02' ( OHU 115 FT TO 184 FT TO ALTERNATE SITE ALTERNATE SITE ENTRANCE ENTRANCE 'ASTER` 21.37' TAP 1��TN� R-SrtCC D.B. 4710-713 LAB_ &-5-T5-6 9 TH R U 5 7 E RL-A T D.B.; 3339-701, 704--T-H' RU 707 PLAT ZONED: HC o 24. 30' c° 16.00, LA w N �1 m 10 EMPLOYEE SERVICE SPACES N 00 10HU O X. 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MH BUILDING C _ X — 4 BUILDING B f E SALES 8c --- - - IIII i 15 'O EW SALE 8c W' I 3 N� ys �/ SERVICE - 3Q \ SHIMP ENGINEERING FFE 420.77 TO ° ;� 2 \ 16 \ \ S E -V C E FIFE E3' 'z I N X D LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT I� 2 q v v 4 16. 3 5 v\ � o e � � v A Design Focused Engineering XXlll I II f REMAIN sE vl E I ` SE�vlcE -- - - - _ — /IIIIII Ec P Ior� I RECEPTION 3 yN —_ X.912 East High Street Phone:434-227-5140 \ \ — — — — — — — — — lrMPjSTER _ _ �ii Charlottesville, VA 22902 shimp-engineering.com P IIII III 1 _ % z' I N --- - -AD o IIII IIII �20 i7 \ \-- __ `'_-- ' 3 X \ ,4 - _ 0g N 04 \ 1 y C -SEX. POLLARDS � IIIIIIIII - - - , - j IIIIII i E CH DRAIN 12 Illll�l BENCHMARK C�►.T1 �x3 (, (�►, 10 51 IIII MAG NAIL SE 1/ 3 I o I - 1 I ELEVATIO -42 .08 \ 4 �r I I I I I � II \ BUILDING � T. ALL 6� _ � IIIIIIII 1 r � M X. 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PROTECTIVE ING CBE ��` \ v \ v �P,LACED- A D APPROVvED BY A Ty— \ \9 \ \ \ INSPECTOR-RRIOR-TO GRADING.,-., ,— \ \ w V \ V A y 370 y I y �1 �� \ ��_ v_v 380 (010 IN T.M. 78-5A PANTOPS CORNER, D.B. 4358-684, 688 PLAT ZONED: H C o 14 g 14 / - II / ; � A o I III / I J 0� 4 -- - IIIIII \EX. MH 16 IIIIyI :\P _ --- � � -- SIGN - - q14 - J �/\\ i `�IIIIIIII X , l cN E � x Ex. x ==X, LP o- 0 Mr 3 1 ON III \ III I I' il'I IIIIII \ 111 / CO o _ t TREE PF l / FENCING \ 104 _ p0 - 98, \m - a` 04 --- - - - - - - - 9 - ORTION OF ----- --- � °' � P-RE ERERVED "' �w SLOPES-BtST-UIRBED --moo I / ; \ \ 3 w IS LESS 255 I� w - LANDSCAPING REQUIRED: STREET TREES (32.7.9.5): LARGE SHADE TREES (2.5" CAL.) - 50' O.C. PARALLEL TO ROAD (540 LF) *ENTRANCE CORRIDOR DESIGN GUIDELINES REQUIRE 3,5" CALIPER TREES 35' O.C. W/ FLOWERING ORNAMENTALS INTERSPERSED* REQUIRED: (540/50)+1 = 12 LARGE SHADE TREES; (540/35)+1 = 16 TREES FOR ENTRANCE CORRIDOR PROVIDED: 6 LARGE SHADE TREES, 35' O.C. W/ 9 ORNAMENTALS INTERSPERSED 10 NEW SMALL DECIDUOUS TREES, 25' O.C. (UNDER UTILITY LINE) W/ 12 ORNAMENTALS INTERSPERSED TOTAL 6 LARGE SHADE TREES, 10 SMALL DECIDUOUS TREES, 21 ORNAMENTALS. INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PAVED PARKING AREA. 233,216 SF X .05 = 11661 SF REQUIRED: 11,661 SF PROVIDED: 15,855 SF (demarcated by dotted dutch) 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 15,328 SF NEW CANOPY PROVIDED NOTES: TOTAL 58,328 SF CANOPY PROVIDED 1. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. 2. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply with the approved landscape plan. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. MAINTENANCE: • LOW MAINTENANCE GROUND COVER -The best time of year to mow is during the fall through late winter. Mow on a three-year cycle where 1/3 of the area is mowed each year. Do not mow during the spring or summer months because of the nesting season. When mowing, cut grass no lower than 6 inches and allow stubble to remain until spring to help insulate plant roots and provide cover for wildlife. If native warm -season grasses are cut lower than 6 inches during the active growing season, the stand will be reduced significantly. SEED MIX: SOUTHEAST WILDFLOWER SEED MIX (AMERICAN MEADOWS INC.) - The mixture includes: • Four O'Clocks (Mirabilis jolopa), Siberian Wallflower (Cheiranthus allionii), Chinese Forget -Me -Not (Cynoglossum amobile), Sulphur Cosmos (Cosmos sulphureus), Lance -Leaved Coreopsis (Coreopsis lanceolata), Purple Coneflower (Echinacea purpurea), Indian Blanket (Gaillardia pulchello), Tree Mallow (Lavatera trimestris), Cosmos (Cosmos bipinnatus), Red Poppy (Papaver rhoeas), Scarlet Sage (Salvia w coccinea), Clasping Coneflower (Rudbeckia amplexicaulis), Butterfly Weed (Asclepias - - _ - ps s- w �1 tuberose), Sweet Alyssum (Lobularia maritime), Black Eyed Susan (Rudbeckia hirta), - - - s - ININ1 I D New England Aster (Aster novae-angliae), and Plains Coreopsis (Coreopsis tinctoria). k� iIl s _ _ / w II z EX. MH - _ � - I%I 1 N — --- — — — — 410� EX. MI y a o v - a _ o X POLE - _ —x x--_x —x 1 \ - fi - \ - o -__ - �- x - --X x�FEN—C� — _ - _ - - - �< a o - v V �' `x---� -ROP _ _ -- -= - _ 704 E J 707 PLAT - 0 E< - _400= — \_- -- ONED: HC �__x _— - __ 'Co/ _l ' �W �� -- - -- - - 170 — o / o g yN \ ,PPYI . ` ' N i #L0 UMHP )TER' _ -AD . o 0 III I ► J \,s _ _ - 2 BOLLARDS _ (IIIIII:Z J. ;: y��' "� 1 • 3 _ �� ��� I I II I II 3 v— o v E I I I I � a 3 I Z I I (IIII I c�►. , C�. C�. I ., I _ \ � \ IIII \ 4 6 cn LA o II I IIII �: _ II Ilq I / `� - CA 1z� ,—� II111111 1 \ _ � I -( IIII — I III i m LP EX LP , I k o x �� Ex. x E x.LP �1� a U �+' IIIIIIII �z 1 IIIIIy U,>i I I II, III II PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF \Lt Large Deciduous Tree Liriodendron tulipifera Tulip Poplar 2.5" 6 37 387 2322 (Y f Large Deciduous Tree Acer x freemanii Autumn Blaze Maple 3.5 11 30 397 4367 Sol Common Sassafras Medium Deciduous Tree Sassifras albidum (Male Variety) 2.5 8 24 197 1576 SO Medium Deciduous Tree Sophora japonica "Regent" "Regent" Scholartree 2.5 6 28 394 2364 M9 Broadleaf Evergreen Magnolia grandiflora Southern Magnolia 2.5" 6 20 160 960 Cb Cb Small Deciduous Tree Carpinus betulus "Fastigiate" Pyramidal European Hornbeam 6-8' Ht. 10 17 69 690 A(CC Flowering Ornamental Cercis conadensis & Eastern Redbud 6-8' Ht. 10 17 124 1240 cvs. i 1Ap Small Ornamental Acer palmatum Japanese Maple 6-8' Ht. 3 16 163 489 \CO {fix Small Ornamental Cotinus coggygria & cvs. Royal Purple Smoketree 6-8' Ht. 2 16 163 326 �CI< Flowering Ornamental Cornus kousa Kousa Dogwood 6-8' Ht. 4 15 128 512 EC EC Small Ornamental Enkianthus Redveln Enkianthus 6-8' Ht. 3 13 56 168 campanulatus Aa Deciduous Shrub Aronia arbutifolia "Brill Brilliant Red Chokeberry 1-1.5' Ht. 2 6 7 14 iontissima" PC Deciduous Shrub Prunus cistena Purpleleaf Sand 1-1.5' Ht. 4 7 28 112 Cherry •.tea', } g Deciduous Shrub Deutzia gracillis & cvs. Slender De tzla 1-1.5' Ht. 14 3 10 140 (NiSI< Deciduous Shrub Skimmia japonica Japanese Skimmia 1-1.5' Ht. 8 3 6 48 y y W Low Maintenance Ground Wildflower Seed Mix Cover Interior Landscape Area TOTAL SF: 15328 76 • 17 f X. - I r i I I I i - I / / STOP • III i PP OXI TE OC TION OF / SIC,N i � III I NT L LEP ON N 0 / X. w w w — I L VI GINI EA --ME T ( SHRU _ I \ o • + T J < ` - ` 2 tx - - - - - POL� (LP EXEX.. LP EX. LP - -- �A� O - SHRUBS C- O (Do L J % , J / `\ 0, y AB 91 10 �0 x 1 _ \\Y�41 - :- 4 - _ _.-_ A - -- GA GAS GA - GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS / Il \ • .. • \- — Eemove--and- reply_ k c -- existing ground cover- - -- — -- _ _ — — r - C. 4 EX. 15 EX 12" EX. 15" EX. 12" 0 K TREE / OA TREE OA TR E OAK THE / SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com QF SHIMP Y ic. %4 183 C ��SSI0NAL ' �G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. 19.078 LANDSCAPING PLAN OHIJ— — _ — — 20 / '_ — — - — °°. u u ucu — ;�.i uc uc u �Q6 _ - N89 8'46 309.56' - J J J ",7 39*)8'46" � ucu b _ E LP Cb \ % DNI - JRNA APPROXIMATE LOCATION O5ET DINT ED UTILITY ESHEET C6 OF 13 COMBINED UTILITY EASEMENT / / / n I y I FO VEPCO, CENTEL & ACSA ucu __ \ / FOR VEPCO, CENTEL & / / / - I I D.B. 1168-546 I �G \ucu_�.ucu� Cb / 30 30 60 90 �,LI,II. fill Cam( ( ) ucu / ASCA APPROXIMATE LOCATION OF 20' / ` I I I � - - - lu- / (D.B. 1327-145) / WATERLINE EASEMENT o i (�S.B. 1549-598) I o v R=°t � 1 `'- L 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 THOROUGHLY. PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of cleating. 2. Markings: Q� All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I� No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: m Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Ga 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: Its Such devices shall not adversely affect trees to be saved. 6. Fires: 0 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: m Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: m Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIr TURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE 0a\a��U �a a REMOVE BURLAP FROM TOP 00 0� 1 /3 OF ROOTBALL 3" TALL WATERING BERM o � � D o 4 O —FINISHED GRADE ��SHRUB PLANTING DETAIL \ ,IY Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND cporrnlc ARBOR TIES, OR SIM 1-1/2" SQ. OAK ST SET 180 DEGREES FINISHED GRADE APPLY 2" OF WI PLANTING AND 4" COMPACTED EAR WATERING BERM EXISTING GRADE PLANTING PIT. S REQUIREMENTS, PLANTING SOIL REMOVE BURLAF TOP 1/3 OF RO UNDISTURBED SOIL TREE PLANTING DETAIL C7 Not To Scale 1992 3.38 � -AT THE STREAM WAS RELOCATED AT THIS �Cc o CORNER BY VA, DE'-'T. OF HWYS. NO EVIDENCE OF THE ORIGINAL STREAM LOCATION EXISTS. o THE CORNER PROPERTY LINE SHOWN HERE ON V,Z IS TO THE CENTER OF THE EXISTING STREAM. o T.M. 78-58K � �' JAMES A., JR, PEGGY W. DET v C��, D.B. 3713-419 D.B. 2700- 31 7 PEAT 40 �� 1-� D.B. 391-296 PEAT \ ) D.B. 201-455 PLAT o� c ZONED: R1 \ � o CCIO CC) n f VA V— — — — — — — — — — — VIRGINIA EASEMENT ( / FOC COMPANY OF — — TELEPHONE HONE AND TEtE�RAPH i AMERICAN 980) APPROXI OCATIC A — 20' SA �-SEWER—EA 3)0 (D.B. 154' 340 - 44 TOP OF DAM 346 44 — -_ -• j St_OPE - 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 1/2 BALL i r I CIO\ \ \ \ . \ - 40 DIA. MIN. w DRIP LINE > 9� ��\\\ �\ \ �. SDP I� T �14' 0 I Ln Source: Va. DSWC Plate 3.38-2 - III - 401 TREE PROTECTION FENCING PERP D GR� (D B. 45 ,,,-CONNECT TO PROPOSED GIN FROM SDP20 T � 00 0) z' LL EX. MH — —410— U _ EX. MHo a x flw r3__VREE CONSERVATION AREA TRCE PROTECTION FENCING 50 56 60 O v . SHIMP ic. 183 O SIONAL V, MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. 19.078 LANDSCAPING DETAILS SHEET C7 OF 13 C7 CE SCALE: 1 "=30' +0.0 +0.1 +0.2 + + + +0.1 +0.0 +0.0 + 5 +1.7 +1.2 +0.1 +0.0 +0.1 .6 +2.0 +3.3 3. +1.3 +6.3 +0.0 T0.1 0.5T0.9 T3.2 5 T4.2 \I T2.1 54 T0.1 B-12 �a 20' +0.1 .5+0.9 +3.0 +4.5 +5.7 +4.0 +2.0 Ob54 +0.1 +0.1 + +1.8 +3.0 +3.2 +2.5 +1.2 1.2 +0.1 +0.1 +0. 0.5 +0.8 +1.5 +1.6 +1.2 :tI +0.1 +0.1 Symbol Label Quantity Manufacturer Catalog Description Lamp Filename Number Lumens Per Light Loss Wattage Number Lamps Lamp Factor A 3 ALL GREEN BY2G084S1 S UBRA 180 W Cree FIBRABY2GS1 1 16526 1.00 199.5 FIGHTING, S180WCree 0 INC. B 12 ALL GREEN RAZOR 200 RAZOR-20OW 50 5050 R 20OW 50 1 33572 1.00 204.5 FIGHTING, W 5070 T5 70 T5 70 T5 INC. ❑ C 1 ALL GREEN EFECTRA-2 ELECTRA 24W 1 ELECTRA 2 1 3193 1.00 25�1 ❑ FI GH TI N G, 4W 100x140 00x140 4W 100x140 INC� T4 +0.1 + .3 +1.0 +1.7 +1.7 +1.2 +0.1 +0.1 Notes: 0.5 1. Existing lights on site are shown with label "D". Existing lights are at 15 ft height +0.1 0.0.8 +2.2 +3.3 +3.3 +2.5 +1.00.2 +0.1 + : 5 5 with 40OW metal halide bulbs. Some existing lights exceed 0.5 fc at the property line. 2. All new lights to be mounted at 20 ft height, including base. +0 (25 +1.3 +3.6 +5.4 +5.8 +3.9 +1.6 C�53 . - 20' + .4 0.5 +1.3 +2.4 +2 6 +2.0 +0 9 3. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial 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 + + + + + + + . 4.5 �1.8 + 0. + + + + + + + - 8 4.2 3.4 3.5 1.8 A 0.1 0.1 spillover of lighting from luminaires onto public roads and property in residential or P 9 9 p p p Y rural areas zoning districts shall not exceed one half footcandle. + + + + + + + +05 + + + + - + + + + + (X35 1.5 4.1 6.3 6.5 4.5 1.8 0.5 1.2 3.4 5.6 06-1�. 20' 4. 0.6 0.5 0.6 .�3 0.1 + If +1.6 +3.9 +6.2 +6.6 + +1.9 +0.7 + .4 +3.3 +4.6 +4.8 +3.9 +1.8 +0.7 +1.4 2. +1.9 +1.2 0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 •13-9 @ 20' r 0.5 EOOTCANDLE CONTOUR + + +� 0 +0.0 +0.0 � +1 + .5 3. ��6 .3 + + + + + + + 6.7 3.7 1.8 1.0 3.8 4.8 4 - 7 1.1 + + + + + 1.3 3.1 3.8 3.5 2.6 1.0 .�0.2 + + 0.1 0.1 u�.� 0. 5 1.1 2.7 4.1 4.3 2.9 1.4 1.4 3.2 - 0 1.9 4.4 @ 4.0 1. 0.1 0.1 0.1 0.� 0.0 0.0 +0.2 + +1.3 +2.1 +2.2 +1.5 0.8 + . +3.9 +6: • 6= 3 + . - + . +0.7 1.8 +4.0 6.3 6.9 +5.6 +2 4 +0. +0.2 +0.1 +0.1 +0.1 0.0 +0.2 +0. �'8 +�I +3.2 +4.1 +0.6 +1.3 +3.3 +5.7 +7.1 6.1 .5 +1.3 C54 +0.1 +0.1 +0.1 _ +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 B-6 20' +0.2 +0. 1.8 +2. +0.5 +0.9 +2.4 +4.5 +7.3 + .0 +3.6 +1.7 r4 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 .0 + + + + + + + + + + +1.5 + + + + + + + + + + + + 0.3 0. 4. 0.7 1.0 2.0 3.6 5.0 5f0 3.3 1.554 0.1 0.1 0.1 0.1 0.1 r 0.2 0.1 0.0 0. 0. 0 0 + . 0.5+0.5 0.6 0.8 1.3 3.3 5.4 7.9 5.8 3.9 1.6 1.0 1.2 1.7 2.1 2.5 2.8 3.3 2.0 0. 0.5+0.2 0.1 0.1 0.1 0.1 0. 0.5 1.0 4.2 3.0),% 0.1 0.0 0.0 0.0 0. / A-3 @ 20' +0.6 +1.0 +1.1 +1.5 +2.1 +4.9 /+5.5 + _ @ 205.9 .1 +2.4 +1.9 +2.5 +3.7 +4.2 +3.8 +2.8 +1. .0 +0. 0.5 +0.3 +0.2 +0.2 +0.2 +0.2 +0.1 +0 2 +1.3 +14.9 +0.0 +0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.6 1.3 2.7 2.9 4.7 4.7 5.8 6.0 5.7 4.4 3.8 4.5 4.7 6.7 7.2 5.5 3.6 1.3 0. 1.0 1.0 0.3 1.2 1.8 1. .0 0.0 0 0 -4 @ 20' + +1.1 +3.8 + + 2- +8_3 +8.2 +3.1 +3.2 +7.9 +7 + +8 +7.4 +7 +5.3 - + . +1.7 +1.6 +1 +1.0 +12.3 +11.9 +0.7 Z +3.4 +7.6 +1.6 +0.3 0.0 +0.0 +0. +0.0 0.5 1.4 10. 1.2 11.5 21.2 20.4 4.8 5.6 2.7 22.0 101s 21.8 11. 4.4 3.7 3.0 2. 3.8 4.3 .9 0.1 0.1 0.0 1' 0 EXISTING LIGHTS +0.6 +1.8 +3.0 +4.1 +3.8 +4.1 +3.4 +2.8 +3.4 +3.9 +3.6 +3.9 +4.8 +4. +3.3 +2.6 +2.5 +3 6 +5.3 + .6 + .8 +0.1 +0.1 +0.1 +0.1 B-3 @ 20' +0.5 +1.3 +4.7 5.2 +4.5 +3.3 +5.0 +5.3 +2.9 +4.6 +5.2 +5.5 .8 +4 4 +4.1 +3.5 +3.6 4.7 +5.8 i I + (45 +0.8 +5.1 -R11i.0 j R"3.7 +2.5 +1 ' _j +2.2 +3.3 *128 3.7 4.4 + . +5.9 +5.8 +5.2 +5.6 +5.7 +0.1 +0.1 +0.1 +0.1 -2 @ 20' + + + + + + + + + + + + + + + + + + + .5 2.9 5.3 -8.6 5.4 7.6 11.5 10.7 7.1 5.9 10.1 6.5 0 .2 7. 6.1 4.7 0.2 0.1 0.1 0.1 20' + +1.2 +3.2 +3.3 +4.9 +3.6 +4.2 +4.7 +3.4 +4.9 +3.8 +5.2 +6.0 +6.1 +6.3 +6.5 +7. +5.4 +3.8 +1.7 +0.3 +0.2 +0.2 + �l 5 +2.5 +4 7 +2,? +5T1 +5-0 +4.3 +�.5 +3_3 +5.4 +5.9 +13.91 + 5.5 +8.0 +5.4 + +3.7 +2.7 +1.5 +1.3 +1.4 1.5 1.2 +1.0 +0.4 +0.4 +0.3 �D-11 @ 15' _aD-9 @ 15' -RD-8 @ 15' -D-10 @ 1 ex @ 15' !I D- a� 15' .0 19. 4.7 6.2 3.0 23 1.9 2.2 2.5 2.5 3.5 2.4 2.8 2.9 1.9 2.2 2.0 -T:----- .6 !r '0.9 0.8 0.6 0.4 EXISTING LIGHTS 1.5 +2.6 +3.5 +1.0 + . r + .1 + .3 +6.4 +4.2 +6.2 +7.1 .7 +4.7 -�+4.7 +3.7 +3.0 +3.1 +2.5 +2.1 +2.0 +1 0.5 0.5 _ + nn nn - 5 - + -0--0 - 0. �0.1 0.1 - - 15t .7 .4 +4.2 +1.5 +1.7 +6.0 +5.8 0. �R0 PERT-X--LI 0 • -0D-1 @ 1 STATISTICS: Average = 2.5 fc Maximum = 14.9 fc Minimum = 0.0 fc SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com o� v . SHIMP Y C. Yl 83 �SSIONAL ��G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD -FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. LIGHTING PLAN SHEET C8 OF 13 • • 30 •• •• • ,40(L' ALL GREEN LIGtiTING, INC. Product Description: The LIBRA-W series is available in a variety of wattages ranging from 30W-300W. This luminaire uses a die cast aluminum housing and polycarbonate lens. The LIBRA-W has a calculated life of over 100,000 hours and uses a patented heat dissipation design to achieve optimum efficiency. The modules on this luminaire may be replaced directly if special applications are desired. Features: Application: LED Wall Pack ° Mounting: Wall Mount ° Warranty: 5 Years LED Source: Philips Lumileds/Cree Working Temperature: -40`F - 122°F Housing Material: Die cast aluminum housing with Polycarbonate plastic lens Technical Data: Certifications LIL CRI > 75 IP Rating IP66 CCT 3000K - 6300K In ut Voltage 100-277V or 347-480V Specifications: LIBRAM Series e Fixture Model Total Lumens (5000K) Efficacy (Im/w) Dimensions (inches) Weight (Ibs) Lens Type LIBRA-W-30W 3,054 Im 101 Im/W 9.02 x 17.52 x 6.06 12.76 t Type I Short 145° x hor 059 Type II Short 1342 x 702 LIBRA-W-60W 6,051 Im 100 Im/W 9.96 x 17.52 x 6.06 13.86 LIBRA-W-90W 9,079 Im 102 Im/W 12.4 x 17.52 x 6.06 15.49 LIBRA-W-120W 12,271 Im 102 Im/W 13.27 x 17.52 x 6.06 16.74 LIBRA-W-150W 13,325 Im 88 Im/W 17.28 x 17.52 x 6.06 18.48 LIBRA-W-180W 15,990 Im 88 Im/W 19.73 x 17.52 x 6.06 22.62 LIBRA-W-210W 18,560 Im 88 Im/W 22.17 x 17.52 x 6.06 27.9 LIBRA-W-240W 21,320 Im 88 Im/W 24.61 x 17.52 x 6.06 30.58 LIBRA-W-270W 23,985 Im 88 Im/W 27.05 x 17.52 x 6.06 31.9 LIBRA-W-300W 26,650 Im 88 Im/W 29.50 x 17.52 x 6.06 34.32 www.AliGreenLightinglnc.com / E: Sales@AIIGreenLightinglnc.com / T: (714) 899-9999 ,40Q, ALL GREEN LIGHTING, INC. Product Description: The Electra Series provides exceptional lumens with an efficacy of up to 113 lumens per watt. This fixture has a life span of over 100,000 calculated hours at L70 standards. The luminaire can be mounted in a variety of ways and also is available in multiple colors. This luminaire is easy to install and can withstand adverse weather conditions. Features: Application: LED Shoe Box ° Installation: Slipfitter (2 3/8" or 3" O.D.) / Pole Warranty: 5 Years LED Driver: Meanwell / Sosen ° LED Source: Samsung LED ° Working Temperature: -40°F - 122°F Technical Data: Certifications ETL / DLC (80W - 500W) CRI > 70 IP Rating IP65 CCT 3000K- 5000K Input Voltage 100-277V / 480V (80W-500W) Specifications: 24W - 48W 20OW - 30OW nm_ ELECTRA Series 80W - 150W 40OW - 500W Fixture Model Total Lumens (5000K) Efficacy (Im/w) Dimensions (inches) Weight (Ibs) EPA Z (ft ) Beam Angle ELECTRA-24W 2,730.6 Im >113 Im/W 10.83 x 14.33 x 6.93 9.92 1.07 TYPE 2 ELECTRA-48W 4,933.3 Im >102 Im/W 10.83 x 14.33 x 6.93 9.92 1.07 (85° x 135°) TYPE 3 (90° x 120°) ELECTRA-80W 8,693.8 Im >108 Im/W 13.5 x 17.05 x 6.93 15 1.59 ELECTRA-10OW 11,202.3 Im >112 Im/W 13.5 x 17.05 x 6.93 15 1.59 (90° x 140°) ELECTRA-15OW 16,517.2 Im >110 Im/W 13.5 x 17.05 x 6.93 15 1.59 TYPE 4 ELECTRA-20OW 19,500 Im >97 Im/W 29.3 x 13.5 x 5.67 26 2.69 (100° x 140°) TYPE 5 (120° x 120°) ELECTRA-30OW 32,336.3 Im >107 Im/W 29.3 x 13.5 x 5.67 26 2.69 ELECTRA-40OW 46,952.6 Im >117 Im/W 30.9 x 13.5 x 4.4 39.68 1.79 (90° x 90°) ELECTRA-500W 56,594.9 Im >113 Im/W 30.9 x 13.5 x 4.4 39.68 1.79 www.AllGreenLightinglnc.com / E: Sales@AIIGreenLightinglnc.com / T: (714) 899-9999 �, ALL GREEN LIGHTING, INC, RAZOR Series Product Description: Introducing the RAZOR Series, our latest addition to our LED shoebox lineup. The RAZOR has a thin, sleek design that can provide up to 170 Im/W, with field - rotatable optics, allowing the customer to adjust the light distribution as they see fit. The RAZOR has tool -less entry for easy installation as well as 6 different mounting options; as well as various accessories available such as a back light shield, dimming, photocell recptacle, an much more; giving our customers numerous options to fulfill their LED lighting needs. Features: ° Warranty: 5 Years • Long Life: 100,000+ hours ° LED Driver: Inventronics (100-277V), Meanwell (347-480V) ° Operating Temperature: -40OF - 1220F ° Lens: Polycarbonate • Certifications: LIL ° Dimming: 0-10V (standard) ° Mounting Options: Slipfitter, Adjustable Arm, Trunnion, Slide/Lock, Square Pole, Round Pole Technical Data: LED Source Lumileds 5050 CRI > 70 (>80 available) IP Rating IP66 CCT 3000K, 4000K, 5000K, 5700K, 6500K Input Voltage 100-277V or 347-480V Power Factor >0.90 Specifications: Fixture Model Total Lumens (T4 / 50K / 70CRI) Efficacy* (Im/w) Weight (lb) Dimensions (inches) EPA (sq ft) Beam Angle RAZOR-75W 12,518.4 Im >167 Im/W 11 23.0 x 10.6 x 2.2 1. Type -III (75-80° x 150°) RAZOR-115W 19,318.0 Im >168 Im/W 11 23.0 x 10.6 x 2.2 RAZOR-145W 23,293.6 Im >161 Im/W 11 23.0 x 10.6 x 2.2 RAZOR-18OW 30,647.2 Im >170 Im/W 12 26.7 x 13.7 x 2.2 2.31 Type -IV (70-75° x 130°) Type-V RAZOR-20OW 32,620.3 Im >163 Im/W 12 26.7 x 13.7 x 2.2 RAZOR-23OW 36,850.9 Im >160 Im/W 12 26.7 x 13.7 x 2.2 RAZOR-30OW 44,968.3 Im >150 Im/W 23 30.0 x 14.0 x 3.0 2.6 (150° x 150°) RAZOR-42OW 60,242.3 Im >143 Im/W 23 30.0 x 14.0 x 3.0 www.AllGreenLightinglnc.com / E: Sales@AIIGreenLightinglnc.com / T: (714) 899-9999 SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Charlottesville, VA 22902 Phone:434-227-5140 s h i m p-engineering . c o m O� O � v . SHIMP Y ic. 183 �*SIONAL ��yG MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. LIGHTING DETAILS I' 1 • • 30 •• •• ■■■■■ • SHEET C9 OF 13 C9 I ' E k 3 .., i. �. m ... ', .. •. � _. -�` � � Remove anti ,. � — p — _ -- - existin round- — P 9 9 0r+u '-- N89'38'4S" W-3045& -- _ APPRO OF BINED UTILITY EASEMENT i FOR VEPCO. CENTEL & / I i f f C,' < >id \} ` 1 I 415 410 405 400 395 390 385 380 37 �a I CO, CEN L & CS WM _ (D B.-546T`] C Cb AJOA., �..,..��... ",.,., .... ... ^ i (O.B. 1327-145) i' WATERLINE EA MENT o I I I VN \ \ - -- ry (�.B. ,549 98) DIST N ENTRANCE 2� 'E`NTRANCE 3 \ LN INANCE \ =11 2*30" 1 R 2 i 8; 92' \ L=242. S. ROUTES 250 C=24253' _ W � RIC OND ROAD )ARIABLE W H RAW HWY P_B. XI-200 D.B. 11� 546 229-56 ---__1 - > D. 229-56� ( ro�D CouNmY LN _ 415 410 405 400 395 390 385 380 1b+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+50 5 — rY LLJ LLI w � — — — — TANICE LINE — -- _--- o LL -17 J — 1 II J � I � L ENTRANCE 2 SIGHT DISTANCE RIGHT 1 "' = 50' HORZ 1 " = 10' VERT 440 435 430 425 420 415 410 405 400 3 V I I N 50 0 50 100 150 - Ln rj w m o — LLI 530' SOA- g�S ' w w c� Ljj 10+00 10+50 11 +00 11 +50 12+00 12+50 :2�ENTRANCE 2 SIGHT DISTANCE LEFT _OV1 " = 50' HORZ 1 " = 10' VERT 445 440 435 430 425 420 415 410 405 440 Scale: 1 "=50' 435 430 425 420 415 410 405 400 5 13+00 13+50 14+00 14+50 15+00 15+5(f - U m U ,'� p1Sj PLACE UNE�LLI � I � w Q — I I w I I II II II II 1 I 445 440 435 430 425 420 415 410 405 00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+ff ENTRANCE 3 SIGHT DISTANCE LEFT 1 " = 50' HORZ 1 " = 10' VERT 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-engineeNng.com OF v . SHIMP Y ic. Yl 83 0 ��SSIONAL ��G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. SIGHT DISTANCE 19.078 1 SHEET C10 OF 13 420A1 A2 A3 A4 A5 m A 420 c r2 A5 A5a 3 I A3 d B1 B2 420 CO rn 420 41 0 _ n + 410 r� + I oo - I pN 415 415 10 �Qf _ d M � o m 0 40 0 0 � Q 1��P GRADE-- m r 10 405 415 xo-� 415 X �� - o`aoc`no coo wI-U> �QQ -- - d + -+ 410 410 o STANDPIPE w_p_ _ - CO+y-_ 6 FOR OUTLET z cn - - --- - (D +ter- 410 © 410 CONTROL TO 40 - - - -r o QPry o- 400 7w0� Wry _ 0-0 - BE RELOCATED z � � z-� 405 405 d PROP. GRADE - WITHIN 15w 3: D_ � - _ - MANHOLE -i Ld 40_ 405 39 - - 395 o - 6.96% - - 400 400 HOPE @ o o ,a 25.50LF - o - _ 15, 0 0 40 400 390 - 117.58LF - N N z HDPE @ 2.19% 390 395 395 C° o > 240 13LF - 15" HDPE @-0i�7- N 0.67% - ai Wiz_ gg 0)� ~ 33gg 39i - 395 31 0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4+065 I- Z 0)0) Z > Z > 390 390 zo cO oo z z gg z g oo > z 31 00 10+50 11+d3�0 z z 385 385 mo >z z 380 380 3 STORM PROFILE A3-B2 375 375 2 STORM PROF LE A5-A5a C11 1" = 30' HORZ C 11 1 " = 30' HORZ 1 " = 10' VERT ro 370 370 1" 10' VERT 310 00 10+50 11+00 11+50 12+00 12+50 13+CT05 1 STORM PROFILE Al-A6 C11 1 , = 10' HORZ RT F1 � F2 36 360 355 355 0 42 D2 D3 425 41 A4 A4a 410 A3a E1 350 350 I 410 �� 4 N 42C� 420 40 405 405 I 345 345 z 0 40 400 40 400 415z 415 340 340 410 410 39 395 39 395 335 11) 335 40v 405 39 390 39 390 0 330 330 �n N 38 385 408> 10+50 11+00 11+54�0 38 z z 10+50 11+ C 5 2255� 33 > z o > > 3 f 0+00 10+50 11 +00 11 +5�5 I- z >zz - z o - 38C� 380 5 STORM PROFILE D2-D3 1"-30'HORZ 6 STORM PROFILE A4-A4a 7 STORM PROFILE F1-F2 375 375 C11 1" = 10' VERT C11 1 = 30 HORZ C11 1 = 30 HORZ 1" = 10' VERT 1" = 10' VERT SHIMP ENGINEERING QQA 37 LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT 310+00 10+50 11 +00 11 +50 12+00 12+50 0 Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com 4 STORM PROFILE A3a-El C11 1" = 30' HORZ 1 " = 10' VERT LD-229 Storm Drain Design Computations ��� T 1300 Richmond Road Gf 0 v . SH1W ic. 183 6 is ZGw� O ��SSfONAL ��G MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. 19.078 STORM DETAILS SHEET C11 OF 13 C14 0) I � Ii � � w z Cal � �� � caizi ��xw I rn-o I L o ca -X.-GR DE p L�1 0 � Z- � p _ _p °�°, - � Q�P� ROP. GRA - 8.21% � � rn cNo 1�PE rn 120� o I- Q Q � o - Ii 861 Z p I _ i- -- > 0 0 0 MAIN AI I wp -- ---g.2q.LF 0.) 2 rn rn 1 /2" STEEL PLACE AT _z I I- -- i- ; �°oMINIMUM�2" .1 % °�° of III- �. ± SEPARAfil01V-zo o � I > z z II o z� t @3:01-6-6-: � PLATE AT- BOTTOM I - I. II -W-1 o > I M + O F-- cn m M O N R-OPGRADE � � � a. Q z � cn � 208.05LF - of 15=HOPE @ 0.65% z_ > z Q z I LI i l O w ° O I p � 0 sf1 Uj + Q � X. GRADE O+ wOQ � - I-4DPE Cal 3-6�% - 115�i6-LF - I o I z I - LD-204 Stormwater Inlet Computations Inlets on Grade Only Sag Inlets Only � � � � � Q � 0 4- ° � Q 0 - � a c� o z � n � 0 Q � a o � � O Q � cn � N >, w a� � � m a� � � 0 _ o Q � 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 62 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 00 O O + r� NIA z�u~i woQ Z �(n 15" HDPE ©2.42 0 7 5.22LF - 1 [rj rn rn rn 1�2" STEEL I� o rn r7 r7 PLATE AT > II z a 0 z - ��� GRA S d w- Q -- 2" ORi FI CE - INV. 340 Q0�' � � 0o 0 0 73.11 LF - 30' HDPE � 1 • o0 � ra 0 0 a �- z �z o> >z From Point To Point Catch A (ac) Runoff Coef Inc AC Accum AC Tot Tc (min) Tot Int (10yr) (in/hr) Tot Flow (10yr)(cfs) Up Inv El Dn Inv El Pipe Len (ft) Inv S % Pipe Dim (in) Pipe Cap (cfs) Velocity (ft/s) Flow time Inc (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 F2 F1 37.75 339.80 338.70 73.11 1.50% 2.5 54 12.0 0.10 D3 D2 0.42 0.84 0.35 0.35 5.00 7.10 2.51 411.00 406.73 115.66 3.69% 1.25 14 8.6 0 22 Asa A5 1.08 0.82 0.89 0.89 5.00 7.10 6.30 405.10 399.62 78.78 6.96% 1.25 18 13.6 0.10 E 1 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 0.26 0.70 0.19 0.19 5.00 7.10 1.32 392.40 392.23 25.5 0.65% 1.25 6 3.8 0.11 131 A3a 0.05 0.77 0.04 0.22 5.00 7.10 1.59 392.03 389.45 117.58 2.20% 1.25 11 6.1 0.32 A3a A3 0.05 0.73 0.04 0.66 5.00 7.10 4.68 389.25 387.69 240.12 0.65% 1.25 6 5.1 0.78 A6 A5 0.29 0.89 0.25 0.25 5.00 7.10 1.80 402.04 399.62 20.17 12.00% 1.25 24 11.6 0.03 A5 A4 1.14 5.00 7.10 8.10 399.42 393.95 66.18 8.27% 1.25 20 15.5 0.07 A4a A4 0.14 0.62 0.09 0.19 5.00 7.10 1.35 395.77 393.95 75.22 2.42% 1.25 11 6.0 0.21 A4 A3 0.14 0.65 0.09 1.42 5.00 7.10 10.10 389.95 387.69 28.24 8.00% 1.25 20 16.2 0.03 A3 A2 0.49 0.85 0.41 2.49 5.00 7.10 17.71 384.69 380.78 64.13 6.09% 1.5 28 16.8 0.06 A2 Al 2.49 5.00 7.10 17.71 376.78 375.00 59.48 3.00% 1.5 20 12.6 0.08 CG-9A C ENTRANCE EXPANSION JOINT 0 EXISTING OR PROPOSED %2 WIDTH OF ENTRANCE w� SIDEWALK EXPANSION JOINT 1n 4. FLOW LINE ENTRANCE WIDTH O Z l 1 DESIRABLE MINIMUM 16' EXPANSION JOINT ABSOLUTE MINIMUM 12' ISOMETRIC VIEW EDGE OF PAVEMENT HALF - PLAN C WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 5' - 0" 5' - 0" WIDTH OF 0% TO 10% CHANGE PARABOLIC CURVE ADJACENT GUTTER 6"1 WIDTH OF SIDEWALK FACE OF I A ----- --------- CURB • s. S ::: CLASS A3 (H.E.S.) CONC. x x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS 727 MAXoSLOPE 6" AGGR. BASE TYPE I SIZE 21B x X . 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND I 87. MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS 0 I DFOR SIDEWALK, CURB AND GUTTER - BUILT CONCURRENTLY. © FOR INITIAL CURB AND GUTTER ONLY. Q FOR INITIAL SIDEWALK ONLY - 7" SIDEWALK TO BE DIPPED. SECTION CC ® FOR PEDESTRIAN ACCESS ROUTE - MINIMUM 4'-0" TRAVERSABLE WIDTH IS REQUIRED WITH A MAXIMUM 27 CROSS SLOPE. 50 FOR CURB AND GUTTER ONLY - AFTER INITIAL SIDEWALK. © FOR CURB AND SIDEWALK ONLY - WITHOUT GUTTER. ® INDICATES POINT OF GRADE CHANGE. 1 STANDARD ENTRANCE GUTTER WITH FLARED OPENING SPECIFICATION REFERENCE ROAD AND BRIDGE (FOR USE ACROSS SIDEWALK) VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHEET 1 OF 1 REVISION DATE 203.01 SL-1 #5 BARS a 8" C-C TYP. #5 BARS a 8" C-C TYP. A IIIII I A ".• I I I I I 30" DIAMETER t; B II e 30" DIAMETER �- IIIII I IT PLAN WALLCTURE THICK EIZE SS VNARIES PLAN CLASS A3 CONCRETE CLASS A3 CONCRETE SECTION A -A SECTION B-B NOTES: 1. THE STANDARD SAFETY SLAB (SL-1)IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE B' 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 IN PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. _ # 5 BARS a 8" C-C TYP. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31.j�.�:,�7�•.,�". 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 TANDARDS TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION REFERENCE ROAD AND BRIDGE MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.14 05 DOWELS, 8" LONG A AT 12" C-C -I 5' MIN. 12:1 MAX Tv� 't B 1 2' TL I RAMP (SEE TABLE) A CONSTRUCTION JOINT . 12:1 MAX B TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 :IMAX 20 :1 I 4848 : 1 MM F� 2' MIN.II SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. Y a 3 U) 0 0 4 w 0 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B - PARALLEL APPLICATION 5' MIN 1VANA ROADWAY GRADE MINIMUM RAMP LENGTH IN FEET IN PERCENT 0 4" CURB 6" CURB N A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR ROSSWµ.K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA 0 4 6 i 5 7 2 5 e 3 6 9 4 8 8 12 5 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. rj SHAPE TO �. CONTOUR OF PIPE TRANSITION BETWEEN ,° ° PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1 EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT ` OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS LOPE TO DRAN < OO INVERT OF UTLET PIPE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, C BROKEN ONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , ° ° DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS 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 XNvROAD AND BRIDGE STANDARDS SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF , REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE = r GROUND LINE = GROUND LINE x "I _ITI=III=1 rrrrrr rrrrr III=III-III- " "I-III=III=1 rrrrrr rrrrr III=III=III "I =1T1=III-I rrrrrrr ' rrrrrr r III=III-11 -' 11=1 I I -I rrrr rrr rrr rr 11=1 I1= EARTH _ _ -' 11=1 I I rrrr rrr I II=�11 I -I rrr rr " ROCK OR rr a rr I: - -' 11=1 I I rrrr %iir I ICI I, I-"' N II rr r f "- EARTH + a n= -I III IELDING o -I III. o+ N o� Ili o N l SOILUNY o II Ili w o LI BEDDING - = =1 MATERIAL � i1-1 I=1 I.III=III=III II I' -1 a MIN.1/10 D x D X BEDDING MIN. --_111 --- 1/10 D x D X BEDDING MIN. 1/10 D _ -_ -_ _- - - MATERIAL MATERIAL X D X �'12" 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 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL TOP OF FILL STOP OF FILL _ x x - ;.rrrrrrrlrrrrrrr .; rrrrrr,rrrrrrr,•;;;,�;;; _ rrrrrrrrrrrrrrr rrrrrrrrrrrrrrr - .; rrrrrrr rrrrrr ; - __:rrr +o •• rr rr • GROUND rrrrr � rrrrr, :•:•}:::•::•: - .• rrr r, r rr GROUND N - rrrrrrrrrrrrrr �rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrr rrrrrrrrrr - - - d r ;N LINE o d ,r, LINE + _rrrrrrrrrr d rrrrrrrrrr -GROUND D _ -LINE if -11I =III=IIIJIII EARTH 1I1tI1I=X __ III ROCK OR =11'- -II _ MINI 1/10 D III UNYIELDING _ - - AN. 1/10 D- BEDDING EARTH MIN. 1/10 D D X BEDDING MATERIAL _III -III III_ /2" PER - - - SOIL V OF H X D X MIN. 8", BEDDING MATERIAL MAX. za" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES: SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL ACCORDANCE O FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. rrrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. NVDCJT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''A'' 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 4„ IE -d 7y2" MIN .Q - • , 18" ',4 f�4„�f �p" R d • -'d . a ..a a .a• SEE NOTE 4 d •a' -a. 6" RADIUS iURFACE BASE SURFACE BASE SUBBASE 2" R D 6" CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 7„ s e D D D-- - - - -- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 R!ry 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT WITH THE TOP OF A COURSE OF THE P IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN NCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMAPPENDIX EATOFFT EOR C DOT ROAD G-6 AS DESIGN MANUAL. WP-2 f�4„�f �p" R d • -'d . a ..a a .a• SEE NOTE 4 d •a' -a. 6" RADIUS iURFACE BASE SURFACE BASE SUBBASE 2" R D 6" CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 7„ s e D D D-- - - - -- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 R!ry 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT WITH THE TOP OF A COURSE OF THE P IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN NCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMAPPENDIX EATOFFT EOR C DOT ROAD G-6 AS DESIGN MANUAL. WP-2 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. or 7 SALT TREATED FINISHED GROUND 2 x 4 MARKER 1p 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 0000000000000000 6" - VDOT #21 A BASESTONE O� 0 0 C) C) 0 0 0 - COMPACTED SUBGRADE PAVEMENT SECT ON Not To Scale 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. WIRE REINFORCING OR #4 BARS AT 12" O.C. 4" COMPACTED VDOT #21 A COMPACTED SUBGRADE TO BE FIELD VERIFIED DUVPSTER PAD DETA E Not To Scale EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. tvooT ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION SHIMP ENGINEERING LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING PROJECT MANAGEMENT Design Focused Engineering 912 East High Street Phone: 434-227-5140 Charlottesville, VA 22902 shimp-engineering.com v . SHIMP ic. 183 14, MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. SITE DETAILS 19.078 1 SPECIFICATION REFERENCE CG-12 DETECTABLE WARNING SURFACE 502 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 REFERENCEN STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV- 9/06 201.01 SHEET C12 OF 13 C12 375 �75 1S 2 4.M' 5` RE ERVED- 4.25 425 1 PARKING 2C 1 19 4" 3.E75 3875 ' tr Tt �r 75 25 +2 R7-8 NO PARKING LEGEND — GREEN (RETROREFL)r WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND —WHITE (RETROREFL� *Reduce Spacing 500/u. "*See Pa9 e 6-3 1. ***See page 6-2 for arrow design. ��SEE SHEET 3 OF 3 FOR SPACES AT 1' 63/4" BEARING PLATE DETAILS SEE NOTE 6 � TWO SECTIONS OF W-BEAM ONE SET INSIDE THE OTHER DNA. EXP. ANCHOR A BOLT 6" LONG DIA. EXP. ANCHOR BOLT 6" LONG WITH WASHER 6' 4" 51/2„ n n I n r f J VAN I fI ACCES)SIBLE-_ A RT U C YIW AGC�11TilE VAN ACCESSIBLE R7.8b VAAAffESADIIF A 3 C 1 D 1 E F C I H J P57fl L —.�Iti 4V 1-5 15 D _5 1 A 1.H7I th I8 9 375 438 2?_5 2 D 1 15 D 24M1 15 PARIUNG AP1"LIM11ION DB1ECilONAL APPLGATM COLORS= LEGEND —GREEN (RETROREFLECTIVE) DR BLACK COLORS LEGEND —WHITE 1RETROREFLEL"FW BACI(GROUND—WHITE (RETROREFLECTNE) BACKGROUND —BLUE (RETROREFLEL71VE) 38 HR-1 6' MAX. � 8' MAX. �i—i � ' • 1.� MAX. 6'-0�,F II II I U III SODDDTTyELSMOOTH &�OR V STANDARD PIPE. — I I I O.D. STANDARD PIPE FOR RAILS O.D. EXTRA STRONG PIPE FOR POSTS MAX. MAX. I 34"-38" I (_J r I x4%z" O.C. (TYP.) 2'-3" MAX. A 4V�// A - ��yyiiDTH OF 0 E TREAD THAT IS REGURED AT E BOTTOM RISER GROUNDING ELECTROD CONCRETE MORTAR RUBBLE CONCRETE HANDRAIL INSTALLATION HANDRAIL (GUARD) INSTALLATION ON WALLS HANDRALS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS NSTALL TION TO BE IN ACCORDANCE WITH ST'D. FE-6. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN SEE ST'D.FE-CL. STANDARD FE-CL GROUNDING ELECTRODE 34" COVER n�LTS(TYP.) t 6 x .lt k .� • 'r' L do '� •�, i SP3 O.D. LINE POST ONE POST O.D. AULK AROUND ALL POST —SP4O.D,METAL SLEEVES TO CENTERED T BEIN TOP OF WALL 12" 10'-0 END OF RETAINING WALL CONTRACTION JOINT REO'D, RW-2 RETAINING WALL •1R JL 4-V AL thl ! •! �44 ALTERNATE INSTALLATION ON WALLS - ;W .t •� �c F• F •w•�.t� .t .� •is .t -•F THSE HANDRq�L IS TO BE USER 0 AS A PROTECTION FOR PEDESTRIgN5 AND SHOULD N T BE PLACED ANY LOCATIO HER I7 MIGHT BE SUBJECT TO ANY VEHICULAR 8' MINIMUM I�PACT FOR VEHICULAR PROTECTI ST DARD GUARDRAIL SHOULD BE USED. CONTACT HANDRAIL TO BE JN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM WITH SOIL STATI:WDE BUILDING CODE. splxmilm REFEIIVIM STANDARD HANDRAIL 504 METHOD OF LOCATING AND ERECTING Rev. 7/04 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 FIXED OBJECT ATTACHMENT GR-FOA-1 STANDARD GR-FOA-1 TYPE I MIN. 4 SPACES GR-2 OR TERMINAL 4 SPACES AT 3'-11/ " END TREATMENT NOTES B 1. FIXED OBJECTS MAY CONSIST OF BRIDGE RAILS, ABUTMENTS, PIERS, RETAINING WALLS, OR OTHER FLAT SURFACED STRUCTURES WITH VERTICAL FACE. 2. BRIDGE RAIL ENDS AND BRIDGE PARAPETS (TYPE I) MUST BE OF ADEQUATE STRENGTH TO RUN ON ACCEPT FULL IMPACT LOADING. B 3. GUARDRAIL COMPONENTS SHALL BE IN AN AACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS. (FOR STANDARD GR-FOA-1, 4. POSTS 1, 2, 3, 4, AND 5 REQUIRE AN ADD - TYPE II RUN-OFF DETAILS, ITIONAL HOLE TO ATTACH BLOCKS AND/OR SEE SHEET 3 OF 3.) RUBRAIL. RUBRAIL IS NOT BOLTED TO POSTS 2 AND 4. 5. BOTTOM WOOD BLOCKS LOCATED ON 4 5 4 POSTS 1THROUGH 4 ARE CENTER DRILLED ASPHALT CURB REQUIRED, R AND SECURED WITH %" GUARDRAIL BOLTS REFER TO STANDARD MC 4. (LENGTH AS REQUIRED). 6. APPROPRIATE LENGTH 7/8" DIAMETER ASTM A449 HEX BOLTS WITH WASHERS MUST BE 77 USED WITH THRU DRILLED HOLES AND A %" BEARING PLATE ON THE BACK SIDE OF THE BRIDGE PARAPET OR TERMINAL WALL. 8 4 0 5 I I 5 I I 17 I I I I I I 7. DRIVE NAIL WITHIN 2" OF THE TOP OR BOTTOM OF THE BLOCKOUT AFTER I I I I %" X 18 BOLT IS INSTALLED. 3 4 5 6 7 8 9 8 FOR RUBRAIL THREE 5/8' DNA. EXP. I I I I BLOCKOUT DETAILS. ANCHOR BOLT 6" LONG WITH WASHERS. 9 ELEVATION 1 2 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 g ONE SET INSIDE THE OTHER. VERTICAL BRIDGE TERMINAL 1 WALL OR OTHER FLAT 2 SURFACE STRUCTURE 10 ¢ 1 n *00 10 g Q D D 0) N N _6 GALV. STEEL 10D N 00 D _ COMMON NAIL. D SEE NOTE 8. . • 1 _ ry (V 5/6" GUARD00 RAIL I SEE NOTE 6 0 BOLT & NUT. D o SEE NOTES 4 & 5. a L L __J SECTION A -A SECTION C-C ITEM MATERIAL/SPECIFICATIONS/NOTES O%/ X 18" LONG GUARDRAIL BOLT AND RECESSED NUT O STANDARD 6" x 8" WOOD POST AND BLOCK O STANDARD W-BEAM TERMINAL CONNECTOR O STANDARD W-BEAM RAIL O%" X 2" LONG GUARDRAIL BOLT & RECESSED NUT (SEE ST'D. GR-HDW) ORECTANGULAR PLATE WASHER (SEE ST'D. GR-HDW) OBENT PLATE RUBRAIL (SEE SHEET 3 OF 3) OC6 X 8.2 RUBRAIL (SEE SHEET 3 OF 3) 8" X 8" X 7'-6" LONG WOOD POST & g 0 8" X 8" X 14" LONG TREATED PINE BLOCK OR RECYCLED MATERIAL 10 WASHER FOR %" BOLT SECTION B-B SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, VD❑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 01/14 501.25 J FENCE POST* CAP UNIT x SRW UNIT ---_ I SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST COMPAC UNIT. SLEEVE -ITT"' 1224R (12"0 X 24") DEEP CUT THE GEOGRID AROUNDTHE — FILL SLEEVE WITH SLEEVE -ITT^' SYSTEM CONCRETE, SET AS NECESSARY FENCE POST. COMPACT TO 95% MDD REINFORCED PER ASTM D698. BACKFILL ZONE GEOGRID *FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE -ITT"' 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 8-FT, PRIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE -IT TM 1224R N.T.S. FRONT SLEEVE HALF VE ASSEMBLY & INSTALLATION 1. General - The Sleeve-ItTM post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post installation. Contractor shall verify proper spacing requirements prior to installation. 2. Assembly & Installation -Refer to instructions provided with units for specific information related to the assembly of the Sleeve -It- system and the correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone: Step 1: Prepare a level area approximately 24" wide x 36" deep behind the wall face. The prepared area should be 24" below the proposed top of wall (not including the cap stone). Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN smooth fingers) and the OUT raised fingers) opposite each other. Interweave the two sleeve halves b pushing the IN ( 9 ) ( 9 ) PP YP 9 finger sets under the OUT finger sets- Flip the sleeve over and follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit. Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block, Step 4: Slide the sleeve over the vertical leg (the uncoated portion) with the slotted side of the sleeve facing away from the wall face. Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the vertical leg inside the sleeve. Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the rear of the base. Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after assembly. Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve -It^" in its final location. Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face. Use the handle as the center line measuring guide to ensure that the next Sleeve -It- is placed with the proper spacing requirements as directed by the fence specifications. Step 8: When installing geogrid around the Sleeve -It'*" system, slit the geogrid perpendicular to the wall face just enough to fold around the sleeve ensuring that the grid is properly attached to the wall face everywhere with the exception of where the sleeve is. This method is acceptable by geogrid manufacturers when obstacles such as fence post foundations are present. SLEEVE -ITT" 1224R LID R ME HALF RUTS CANTILEVER BASE Important Note: Backfill soil as prescribed by retaining wall manufacturer. Backfill material above and surrounding the Sleeve -It- system must be compacted to a minimum of 95 % of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction within three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA) SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone. Repeat Above Steps for next Sleeve -It- unit. When installing fencing, posts must be concreted into the Sleeve -It- cavity. Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve -It^" system. All posts must be on the "inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When concrete cures, topsoil or other surficial cover may be placed over the Sleeve -It- system to create final, finished appearance. The Sleeve -It- product shall be evenly spaced no farther apart than 10 feet on centers in any case. Use of the Sleeve -It - system is limited to the following fencing applications: - 8-foot high and under chain link fences - 6-foot high and under wood fence with gaps between boards - 6-foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc., to determine suitability. 1 (800) 680-7750 or email strata@geogrid.com ALL material may be subject to site testing for compliance to the above specifications. X1 C 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 OA O1 SHIMP C. 183 1P o �SS'IONAL V, MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA 1300 RICHMOND ROAD - FLOW AUTOMOTIVE SUBMISSION: 2020.02.21 REVISION: 01) 2020.06.15 FILE NO. SITE DETAILS 19.078 1 TRUCK CIRCULATION SHEET C13 OF 13 C13