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HomeMy WebLinkAboutSDP202000039 Plan - Submittal (First) Major Amendment, Final Site Plan 2020-04-20LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 10 PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR 311.5 x1� SPOT ELEVATION 311,5 TC x1 TOP OF CURB ELEVATION 311.5 TW x1 TOP OF WALL ELEVATION 311 .5 B W x1 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 X X FENCE UTILITY UTILITY POLE GUY WIRE oHu oHu OVERHEAD UTILITY UGu UGu UNDERGROUND UTILITY STORM O O STORM MANHOLE q DROP INLET STORM SEWER RD RD ROOF DRAIN SANITARY O O SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE O O WATER METER F 0 WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS cAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER/DEVELOPER Malloy Properties III LLC C/O Malloy Companies LLC 2070 Seminole Trail Charlottesville, Virginia 22901 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22903 (434) 227-5140 ZONING EC - Entrance Corridor HC - Highway Commercial SP201900011 (awaiting approval) permitting vehicle storage and outdoor sales/storage/display use on the site MAGISTERIAL DISTRICT Rio SOURCE OF TITLE DB 4863 P 467-471 SETBACKS Front: 10' Side: None Rear: None BUILDING HEIGHT Existing building height is 1-story, approximately 15 feet. SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary is based on field survey by: Roger W. Ray & Assoc., Inc. Provided on 03/29/2016 Topographic survey with two foot (2') contours provided by: Bell Land Surveys Field Verified by Shimp Engineering staff March 4, 2020. BENCHMARK Datum for topography is NAVD 88 FLOODZONE These parcels do not lie within a FEMA flood zone as defined on FIRM map 51003CO279D, dated February 4, 2005. RESERVOIR WATERSHED This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES This project lies within the ACSA jursidictional area for both water and sewer. No connections to the remaining warehouse are proposed at this time. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontle:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization amt lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. EXISTING USE Vacant Building PROPOSED USE Motor Vehicle Sales/Service and Outdoor Sales/Storage/Display LAND USE SCHEDULE EXISTING Area % Building 39,216 SF 43.7% Pavement 36,111 SF 40.2% Sidewalk 0 SF 0% Open Space 14,407 SF 16.1 % Total= 89,734 SF (2.06 ac.) PROPOSED Area % Building Pavement Sidewalk 9,120 SF 41,363 SF 0 SF 10.2% 46.1% 0% Open space 39,251 SF 43.7% Total= 89,734 SF (2.06 ac.) PARKING SCHEDULE Parking required: Motor vehicle sales - one space per 1,500 sq ft of display area Approximately 27,750 sq ft outdoor sales/storage/display area 27,750 sf/ 1500 sf= 18.5 19 customer spaces required Parking provided: 19 customer spaces, including 1 van accessible HC space 103 sales/storage/display spaces 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. Contractor shall provide handicap signs as shown on plan. 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. ITE Trip Generation Use ITE Code Independent Variable (IV) AM PM In Out Total In Out Total Automobile Sales (New) 840 1000 Sq. Ft. GFA - 9 10 9 19 11 13 24 MAJOR SITE PLAN AMENDMENT MALLOY FORD TAX MAP 45, PARCEL 68A TAX MAP 45, PARCEL 112131 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE : 1°=1000r ;9 Chaflanesvlll e Albemarle SPCA AM F'RerJler's Lanes Q Lowe's Ham. P Improvers el -2) Agnor Hun C1 Elementary School Y Kroger@ Twplcal Smr)mhia CaPelo r;ronOir A4 SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 BOUNDARY LINE ADJUSTMENT C4 SITE PLAN C5 GRADING PLAN C6 UTILITY PLAN C7 LANDSCAPE PLAN C8 LIGHTING PLAN C9 SITE DETAILS & PROFILES APPROVALS gams Cluby ,.. �,. . Umanf'ky Honda '�i HaPpY'.'_ Wa'Imar9 Supementer Q (;� p. `�' Speedway � , Subway Reslauranrs Price Hyundai J+ Pnce Chevrolet 'T' $ Hightech Slues ROUTE 29 kp if Malloy Ford of A Char an--41k, SITEQlr lFan„e,I d rro--rad Art, an7ruuPs Adu+sor. 6 s �. Ewc p Current Development Planner Date Current Development Engineer Date Architectural Review Board Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � FG r� v . SHIMP Y Lic. 5183 y�G�2G w� ��`sSCONAL _�G MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r� o v . SHIMP Y Lic. N, .15183 SfONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. UTILITY PLAN 19.057 LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type . Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF A Large Shade Tree Ulmus americana American Elm (Princeton) 3.5" Cal. 7 397 2779 p �=D P 0 Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 8 370 2960 S Shade Tree e Large Zelkova serrata 'Green Green Vase Zelkova 2.5 Cal. 12 350 4200 Vase' B Medium Deciduous Tree Carpinus betulus European Hornbeam 2.5" Cal. 4 177 708 G�j0 Evergreen Tree Cryptomeria japonica 'Yoshino' Cryptomeria 4'-5' Ht. 4 123 492 Yoshino V Broadleaf Evergreen Magnolia virginiana Sweetbay Magnolia 6' Ht. 3 113 339 R � Ornamental Tree Cer'O rhomamis 'Oklahoma' Oklahoma Redbud 6-7' Ht. 5 124 620 P Deciduous Shrub Aesculus parviflora Bottlebrush Buckeye 30-36" 20 36 720 G Evergreen Shrub Ilex glabra 'Densa' Densa Inkberry Holly 30-36" 38 23 874 Pi M@ Evergreen Shrub Rhododendron 'PJM Elite' Rhododendron 30-36" 40 13 520 TOTAL CANOPY 14212 SF SET SHRUB PLUMB. TOP OF ROOTBALL SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS SHALL NOT BE MORE THAN 1" ABOVE AS SPECIFIED IN PLANT LIST OR AS SHOWN. FINISHED GRADE ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. / /O O\/4 l a �4 �,O REMOVE BURLAP FROM TOP 1/3 aOF ROOTBA MULCH 2" DEEP IMMEDIATELY OQ 3" TALL WATERING BERM AFTER PLANTING AND WATER o THOROUGHLY. 4 D °d FINISHED GRADE PLANTING PIT. PREPARED SOIL FOR SHRUBS 1 /2 BALL DIA. MIN. w SOIL SURFACE ROUGHENED ry TO BIND NEW SOIL 1 SHRUB PLANTING DETAIL C7 Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR 1-112" SQ. OAK STf SET 180 DEGREE folIVIRy:1:1.zeI:I_uIa APPLY 2" OF WOO AND WATER THOF 4" COMPACTED E� WATERING BERM EXISTING GRADE PLANTING PIT. SEE REQUIREMENTS, F PLANTING SOIL AN REMOVE BURLAP TOP 1/3 OF ROOT UNDISTURBED SC 2 TREE PLANING DETAIL C7 Not To Scale 0 to O co M i / I / / I I I I � I I I I I I I i i f� D O 00 N � DO D O 41 U7 Z � W 00 LT1 � Z F LANDSCAPE REQUIRED: SITE REQUIREMENT (32.7.9.8): 10% CANOPY REQUIRED. SITE AREA 92708.5 x 10% = 9,271 SF CANOPY REQUIRED: 9,271 SF CANOPY PROVIDED: 14,212 SF STREET TREES (32.7.9.5): LARGE SHADE TREES (3.5" CAL.) 35' O.C. PARALLEL TO ROAD REQUIRED: ROUTE 29 — 247 LF/35 = 7 TREES PROVIDED: 7 LARGE SHADE TREES & 5 ORNAMENTAL TREES INTERSPERED ALONG THIS FRONTAGE INTERIOR/PARKING LANDSCAPE (32.7.9.6): 5% OF PARKING PAVED AREA. 37803 SF x 5% = 1,890 SF LANDSCAPE REQUIRED: 1,890 SF LANDSCAPE PROVIDED: 5,650 SF LARGE SHADE TREES (2.5" CAL.) 123 PARKING SPACES (123/10 = 12) REQUIRED: 12 LARGE SHADE TREES PROVIDED: 12 LARGE SHADE TREES SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING C• • 30 .• •• GraphicScale: NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. 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. 3. All landscaping and screening shall be maintaned 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. ° IIII IIIII� II IIII III IIII IIII I °IIII IIII IIII IIII � IIII III III II � IIII I I IIII I I` IIII I II, IIII II IIII ,I IIII I.I IIII �I IIII {� IIII �I° III d III I� III II III II III II III I°I III III Ill °�lll II II III I I III I I II III I I Iv lei I I LI I I �I I -QHU- OHU SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O v . SHIMP Y Lic. 5183 y G ZG w� `5'8101VAL ti�G1 MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: \�G I m�o� o pI< �*� FILE NO. 0E--O ��m� \ i LA z 00> 19.057 Z y M 0 m I � I- i / 2F-DN Z r- `� Z `°z ' M > LANDSCAPE PLAN *� W M o m z C7 LIGHTING NOTES: 1. 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 spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one—half foot—candle. 2. All new pole mounted luminaires shall be mounted at a max height 20' above the finished grade with the total height including the concrete base. 3. No fixture to be installed shall be aimed or positioned in an irregular manner. All lighting shall be directed straight down. 4. All new fixtures to have Dark Bronze finish. Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Light Loss Wattage Lamps Lamp Factor ❑ 4 Lithonia Lighting CSX1 LED 60C 1000 40K T31M CONTOUR SERIES LED AREA LUMINAIRE WITH LED 1 CSX1_LED_60C_1000_40K_T3M.ies 22277 1 209 ❑ D 60 4000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE III LENS k � % k k S ' Q S ' � ' � Q k k O k'l p C ' S.1� k k k k S k k 6 1 � k C �C k l % C P 3 7 k ' . , > k t S k ♦. O � k Q k C � � ' k ♦O k ® >k k k k k k ( .1> � k O k k > k k k k O >k> k O > OO O O k •T.3 O O O k Q k O O �A A' pO > O A' O kO O O O k O O k0 O O O k k O O O > (>O O k O O Q O k ❑ T3 (510 O k k kQ O Ar D O � 0 k .Q A � 0k O A- 0\ k �O k'(51 O Ok V.J Cr V9 k> k 0 0AO k k Q Q k k 0kVD '0 '9 QO O Q k Q ck k 1-3 Q k 9 k DI QO Q 9 Q � O r r k kLP oDTCANDLE CONTOUR k > k k Q k O %�f . SQ ki J> ' Q 0 ' kO ' S k k♦� k k Q Q O ' Q • Q Q k • k .j k kCr k . . . � • � ' O •k � k ' %Q k ' k '( Q � Qk k• O k k ( f i Q 'O( r Ok O . O ' % 1 � �/ / k O wk k � . Q k ' k ' ' > k j. k, ' Q k k k W k ' "k '� Q k ( k. 9 Q i k . �Q k k •k � Qk � k % C > � k ♦ k k � C 9 k � • �kO ♦O k O k Q O k C k9 O C $ O( ♦� k O S J k iO � O♦ J N O k Ar 57 9 O c�O k Q .Q kk cp � oft 0 PP OD 0) l-D (r O�p Q CID Q k k Al k 3 nQp E'Q k•1> O k kwk 9 U'� k k k k X-D Ar k k .Q l� T3 k 'LID .0 `D Q O Al LP 0 LP k A, k 0❑ k 0)k 9 O LIN k� 0) O LID �A- LP ty ♦k 0 k CT -IFw k O V1 > Q W k k IL kQ O kOAr 9 Lp —4 O O Ar Ep I Ar k > k O k 0 OUQk k 1p i Ar LIN A, O k ; STATISTICS: Average = 2.3 fc Maximum = 8.8 fc Minimum = 0.0 fc Max/Min = N/A Average/Min = N/A ♦ �t + C `atalog CSX1 LED Number LED Area Luminaire Notes 0. 0Type NIGHTTIME FRIENDLY bl L Q�ZII k k k • � C k Q ' Q Q . k k k � •�1• • • • • k W 0 k 6k O A+Capable options indicated Al k k Ta k � k O .bythis color background. kl 0 > Q k Ok kO O kLy\ ILTI � k k0 Q 0 k CSX1 LED 60C ' O QQ S k O • ' Q k k k Qk k O. . Q O ' O Q k Q k k O k ( k J � % '6 ' C 19 >3 7� i s'� Q � k k> Q k O k ' C .rO k � ('�� k O k Q S � Q Qk k � k (9 � - • -3 �7 J k • k- - k� • k � k k > O > . Q � • � I❑ > ' O k,�k C k A l J O . ' - , � • ' b k iO k 9 k C O 9 k ♦ J ' k Qk k O k O I kO > ( 1 � O k k O k ' rel k CID Ck CT♦ -, A, Q V CIDk O k x 7 Q CID LT% O LID.0 > O k 1> 3Q 'O A, 9UD 'k O k OO k Ok k O O Q k O Q Q > Q ' k k O k k i O A Q k 0 k O O k k cp k O O O 0k O O O k o\ O O k O 0 k 7 O O CSX1 LED 60C 60 700 700 mA 40K 4000 K T2M Type II MVOLT LEDs 1000 1000mA 50K 5000 K T3M TypeIII 120' (1 A) T4M Type IV 208' T5M Type 240' TFTM Forward 277' throw347 480 k k QV O O k k L/THO/V/A � .RIGHT OF WAY LINE k -k- L/GHT/NG O k oenk EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD ' Shipped incuded SPA Square pole mounting RPA Round pole mounting WBA Wall bracket Shipped Separately' SPUMBA Square pole universal mounting adaptor RPUMBA Round pole universal mounting adaptor' KMA8 DDBXD U Mastarm mounting bracketadaptor (spedlyfinish)' Shipped installed PER NEMA twist -lock receptacle only (no controls) DCR Dimmable and controllable via ROAM® (no ' ' 00 controls) 5 DMG 0-10V dimming driver (no controls) HS House -side shield 2 SF Single fuse (120, 277, 347V) DF Double fuse (208, 240, 480V) DS Dual switching" BL30 Bi-level switched dimming, nominal 30% BL50 Bi-level switched dimming, nominal50% Shipped separatel y2 VG Vandal guard BS Bird-deterrant spikes DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white GraphicScale:• SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Y <' Grp v . SHIMP Y Lic. .15183 w� IONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. LIGHTING PLAN 19.057 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved. k ' Q k • � k Q 0 O k O ' Jk Q k • � k ' � O ' O O k > OC8 0O 0 > Q OO> O > 1> k k QV O O k k L/THO/V/A � .RIGHT OF WAY LINE k -k- L/GHT/NG O k oenk EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD ' Shipped incuded SPA Square pole mounting RPA Round pole mounting WBA Wall bracket Shipped Separately' SPUMBA Square pole universal mounting adaptor RPUMBA Round pole universal mounting adaptor' KMA8 DDBXD U Mastarm mounting bracketadaptor (spedlyfinish)' Shipped installed PER NEMA twist -lock receptacle only (no controls) DCR Dimmable and controllable via ROAM® (no ' ' 00 controls) 5 DMG 0-10V dimming driver (no controls) HS House -side shield 2 SF Single fuse (120, 277, 347V) DF Double fuse (208, 240, 480V) DS Dual switching" BL30 Bi-level switched dimming, nominal 30% BL50 Bi-level switched dimming, nominal50% Shipped separatel y2 VG Vandal guard BS Bird-deterrant spikes DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white GraphicScale:• SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Y <' Grp v . SHIMP Y Lic. .15183 w� IONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. LIGHTING PLAN 19.057 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved. k ' Q k • � k Q 0 O k O ' Jk Q k • � k ' � O ' O O k > OC8 0O 0 > Q OO> O > 1> Shipped installed PER NEMA twist -lock receptacle only (no controls) DCR Dimmable and controllable via ROAM® (no ' ' 00 controls) 5 DMG 0-10V dimming driver (no controls) HS House -side shield 2 SF Single fuse (120, 277, 347V) DF Double fuse (208, 240, 480V) DS Dual switching" BL30 Bi-level switched dimming, nominal 30% BL50 Bi-level switched dimming, nominal50% Shipped separatel y2 VG Vandal guard BS Bird-deterrant spikes DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white GraphicScale:• SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Y <' Grp v . SHIMP Y Lic. .15183 w� IONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. LIGHTING PLAN 19.057 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved. k ' Q k • � k Q 0 O k O ' Jk Q k • � k ' � O ' O O k > OC8 0O 0 > Q OO> O > 1> DDBXD Dark bronze DBLXD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white GraphicScale:• SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Y <' Grp v . SHIMP Y Lic. .15183 w� IONAL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. LIGHTING PLAN 19.057 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8041 • www.lithonia.com © 2012-2017 Acuity Brands Lighting, Inc. All rights reserved. k ' Q k • � k Q 0 O k O ' Jk Q k • � k ' � O ' O O k > OC8 0O 0 > Q OO> O > 1> fl 47 o � U f1L r w J Oq f1J ^ f1T 0 475 J-CD o o�oo m + o + o�� ^ + cc+ NSW CD :2COo ROP. GRADE 00'D 47� ><Lj LJ- D_ Q z_o��U) w D_ Q z�v � 4J O ¢ z�cn 470 A3 0 47 475 L�jo i �0 �+ SEE WEIR WALL PARKING AREA 3" DROP 0.5 PONDING 46 DETAIL FOR 465 �� ORIFICE SIZES 471� o N 470 _ 3 3 1 0 2.0' BOTTOM 46 @ 1.01% ,-,- 19.42LF - �� 66.27LF - 36" HDPE @ 0.50% ^ o 460 TOP DI 467.50' X. 46.32LF - 15" HDPE o Cv 15" HDPE o 0 0 � � 46 465 2 0 `�0/t EX. SG�L @ 1.24% GRAVEL 45 �Z-- - 0 > zz 'zz CD oDIAPHRAGM > 455 TOP WEIR 464.46 7— 42.68LF - 36" HDPE @ 0.50% _ 46 460 o Ln Z - o �� �� y 2 ORIFICE 463.77 zZ FILTER FABRIC 1.5' SOIL MEDIA 80%-90% Sand 0CID x21 z 10+50 11+00 11+50 3„ ORIFICE 461.07, 4550 » > Zz z 4455 10+50 10%-20% Soil Fines 3%-5% Organic Matter o> >z Z STORM 1 "=20' PPE PROELE Al-A4 2 STORM PPE PROR E Al-A4 C9 SCALE: 1 "=5' 3 STORM C9 HORZ: 1 "=20' PPE PROELE A3 4 LEVEL C9 SCALE: 1 "=2' 1 DRY CONVEYANCE SWALE SECTON C9 HORZ: VERT: 1 "=10' VERT: 1 "=10' cG-2 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 AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB MILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE R AN INCREASE IN DEPTH. 4" f 2" R 5 CG-2 IS TO REQUIREMENTS EFOR ECG-6 AS SHO#N MEETING THE APPENDIX A MANUAL. OF THE VDOT ROAD ESIG 6" a ' ' • a SURFACE SEE '. NOTE 4 BASE SUBBASE 4 2" RADIUS 6 7112" Q u MIN a ' SURFACE MIN ' MAX. a A..'a BASE SUBBASE 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPEREFERENCCMATIM STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/O6 201.01 2" SM-9.5A SUPERPAVE 6" VDOT #21 A BASE STONE COMPACTED SUBGRADE 5 PAVEMENT DETA 1 C9 NOT TO SCALE DI-3A, 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D s= APPROACH EXPANSION JOINT 3'-10" FRAME & COVER Y �, BACK OF SIDEWALK JOINT f GUTTER SEE STANDARD IC-2. BAR G 2"rPED BARS Gb4'4 2" wo 00 TER 2 BARS C 6"6"6" ao w BAR C 2„ I 00 Fi-i- i BARS B � I- _ _ _RE ff_ARS F I I I I �o ? + BARS FOLE. N oE 8 f '� X wt L7 bo o [�CR BAR F BAR A STEPS.SE II BARS D NOTE 51Q��i� II GUTTER FACE OF CURB 8" 2'-8" = CK CONTROL JOINT CRACK CONTROL JOINT q,_0„ 6' MIN. PLAN SECTION A -A 10' MAX. � 6' MIN. I A L VARIABLE MAX. 20' 10' MAX. KEYED CONST. JOINT 2'-10" 2" WARPED GUTT 2' 0" 8" ER 2' 6" B 8" 3' O" X 2" APPROACH �1 iv BI ARS A GUTTER I- - - - - - - - - - - - - - - - - - - - - - - - - RS G I I Fo 0 a BARS F BARS E L� B i� ° *3" DIAMETER BARS B WEEP HOLE FRONT ELEVATION a" 1' 8" 8" - - - - - (GUTTER REMOVED) BARS F 1� 8 L.— A' 8 5X'/4" BENTWPLATE \ SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CG 3 & CG 7 STANDARDSL2%2"X2�/2"X'/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. GALVANIZED TYPE A TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" .�APPR. PAVEMENT DI 3A LJ DI 3B L DI-3C L WARPED PAVEMENT 77 7 77� FLOW FLOW I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL N.V DOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE, MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM � FG r� v . SHIMP Y LiC. 5183 6 'Z �O SIONAL V, MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: FILE NO. 19.057 SITE DETAILS & PROFILES c 9