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HomeMy WebLinkAboutSDP202000039 Plan - Approved Major Amendment, Final Site Plan 2021-01-11MAJOR SITE PLAN AMENDMENT LEGEND OWNER/DEVELOPER EXISTING NEW DESCRIPTION Malloy Properties III LLC C/O Malloy Companies LLC 2070 Seminole Trail BOUNDARIES Charlottesville, Virginia 22901 BENCHMARK PLAN PREPARATION SITE PROPERTY LINE Shimp Engineering, P.C. _ ADJACENT PROPERTY LINE 912 East High Street Charlottesville, VA 22903 r, BUILDING SETBACK (434) 227-5140 E1_ PARKING SETBACK ZONING SITE TEXT EC - Entrance Corridor 10 10 PARKING COUNT HC - Highway Commercial NAIL SET Managed Steep Slopes Overlay Area NS INS SP201900011 approved on July 1, 2020 TOPOGRAPHY permitting vehicle storage and outdoor sales/storage/display use on the site T - - - INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR MAGISTERIAL DISTRICT 311.5 x� SPOT ELEVATION Rio 311.5 TC x TOP OF CURB ELEVATION SOURCE OF TITLE 311.5 TW x� TOP OF WALL ELEVATION DB 4863 PG 467-471 311.5 BW x BOTTOM OF WALL ELEVATION DB 5429 PG 77-85 PLAT STREAM SETBACKS - - STREAM BUFFER Front minimum: 10' 100 YEAR FLOOD PLAIN Front maximum: None Side and rear minimum: Any primary structure shall be constructed and separated in accordance with the current edition of the BUILDING Building Code. BUILDING Side and rear maximum: None - -- RETAINING WALL BUILDING HEIGHT STAIRS Existing building height is 1-story, approximately 15 feet. EDGE OF PAVEMENT r SOURCE OF BOUNDARY AND TOPOGRAPHY ROAD CENTERLINE Boundary is based on field survey by: FRONT OF CURB Roger W. Ray & Assoc., Inc. BACK OF CURB Provided on 03/29/2016 Topographic survey with two foot (2') contours provided by: 01aa 000vovoe CG-12 TRUNCATED DOME Bell Land Surveys Field Verified by Shimp Engineering staff March 4, 2020. -----. SIDEWALK BIKE PARKING BENCHMARK HANDICAP ACCESSIBLE AISLE Datum for topography is NAVD 88 -ZZ/ �J�► HANDICAP PARKING FLOODZONE MATERIAL These parcels do not lie within a FEMA flood zone as defined on FIRM map 51003CO279D, dated February 4, 2005. CONCRETE RESERVOIR WATERSHED RIPRAP This site is not within a watershed of a public water supply. i ASPHALT WATER & SANITARY SERVICES EC-2 MATTING This project lies within the ACSA jursidictional area for both water and sewer. No connections to the remaining warehouse 7 EC-3 MATTING are proposed at this time. -_`1 WETLAND FIRE MARSHAL'S NOTES TREELINE 1. A knox box is required. Location is to be coordinated with the fire marshal's office. X X FENCE 2. ISO Needed Fire Flow = 1,125 gprn. UTILITY -0- -o- UTILITY POLE APPROVED CONDITIONS PER SP201900011 GUY WIRE OVERHEAD UTILITY 1. Use of this site must be in general accord with the concept plan "Special Use Permit Concept Plan SP201900011 Malloy Ford Concept Plan 0HU orru Sheet 4 of 7" last revised March 24, 2020, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with UNDERGROUND UTILITY this plan, development and use of the site shall reflect the general size, arrangement and location of the vehicle display and storage areas. ucu ucu Permitted modifications may include those required by the ARB, those necessary to satisfy the conditions of this special use permit, and STORM additional landscaping/screening approved by the Site Plan Agent. STORM MANHOLE 2. Vehicles must be displayed or stored only in areas indicated for display or storage on the plan entitled "Special Use Permit Concept Plan SP201900011 Malloy Ford Concept Plan Sheet 4 of 7" last revised March 24, 2020 (the Concept Plan). L_L0=I `--��r---- � DROP INLET 3. Vehicles for display must be parked in striped parking spaces. STORM SEWER 4. Vehicles must not be elevated anywhere outside of a building on site. 5. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan). Maxirnurn height of new pole lights ROOF DRAIN (including bases and fixtures), must not exceed 20'. Maximum light levels must not exceed 22.8 footcandles at the ground in the display lot and SANITARY 20 footcandles in all other locations. 6. Final site plan approval is subject to ARB approval of the landscape plan (submitted with the site plan). Landscaping shown on the plan may O SANITARY MANHOLE be required to be in excess of the minimum requirements of the ARB guidelines, Albemarle County Code 18-32.9, or both, to mitigate visual impacts of the proposed use, and must include, but not be limited to, the landscaping shown on the Malloy Ford Landscape Plan C1 of 1 revised - SANITARY SEWER MAIN March 24, 2020. --�-� S SANITARY SEWER LATERAL 7. A boundary line adjustment to add the portion of 45-112B1 on which parking is shown to parcel 45-68A must be approved prior to final site S plan approval. WATER MAJOR SITE PLAN AMENDMENT SUMMARY w WATERLINE O O WATER METER The purpose of this amendment is to demolish a portion of the existing building on TMP 45-68A and replace it with a parking lot area for vehicle 0 WATER METER VAULT storage and display. A portion of the parking lot area encroaches on existing TMP 45-112B1; therefore a boundary line adjustment will be prepared prior to the approval of this amendment. The new boundary line will be offset six feet from the back of proposed curb. FIRE HYDRANT This amendment proposes more landscaped area than previous conditions, providing both visual and environmental benefits to the site. Due to FIRE DEPARTMENT CONNECTION the added landscaped area, storrrrwater runoff will be reduced such that no additional detention is required. Storrnwater will be piped to an existing storm system on site at a lower flow rate than in predeveloprnent conditions, so as not to overwhelm the system. Nutrient credits will be GAS purchased in the amount of 0.01 Ibs/yr to satisfy the remaining water quality treatment requirements. - GAS --- GAS 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. EXISTING USE Vacant Building PROPOSED USE Motor Vehicle Sales/Storage 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 9,120 SF 10.2% Pavement 41,363 SF 46.1% Sidewalk 0 SF 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 107 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. 13. Accessible parking spaces, access isles, and accessible route shall be installed in accordance with ]CC ANSI A117.1-09. 14. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. ITE Trip Generation Use 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 Ira 11 !1 M I 0 Fill -411,11 0 Z4 C SDP2020-39 ;AMENDMENT TO SDP1987-6 TAX MAP 45, PARCEL 68A TAX MAP 45, PARCEL 112131 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE :1"=1000' SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN C4 GRADING PLAN C5 UTILITY PLAN C6 LANDSCAPE PLAN C7 LIGHTING PLAN C8 SITE DETAILS & PROFILES Cyr'db'evelopmentrfslanner Date Current Development Engineer Date Architectural Review Board Date Cnn ti-l►" �1 Fire Official Date uD Building Official i Date Albemarle County Service Authority Date Im Virginia Department of Transportation Date IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I ws-IIMP> i . 4I83 12 2 2� " MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE NO. 19.057 C1 , , ''. '." 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HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN c@SHIMP-ENGINEERING.COM MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE NO. 19.057 EXISTING CONDITIONS OH —�i" QHu --- ° / p y� °°w vc;' ate\ 1�\�\f'` �M1f \\•�`1 \�¢�', S \\ t\ h Y t ovo- 9� ✓ q`'U �,� ywA\�V\ vA ��, 1 \ k,.4 t 1 l 1 Y Tr I\JI 45-1.12A V 0 t kAl) ti v C` vav,v ,' �, `,`, osvvvv>\v, i U MAL_L_O Y PR0PERTIE_:� ���,et�, �` vt,vvv�v v�� v,ytxw NN D B 4�3 �� PC 4 vI,vv` v ,va9v`e�y v v'v�'t��' v A ZONED: H , v e � v `�, f,v�fi v v t ,v; t -Cy It \' \\\`X, )'VtA t r,V VA 5i1 �� e �,\\,'� fl,\te� v`V\\ �\ �jL° twv r , `1V\r\�v�v 4�yltv7Vv: A NN �V�A�AA'�\ 2e N.ta,At ty VAS t t. ,'V `, , \V vvVv) t k \ \ e \ , t .�,` iyt i\ 1 \\\` . 1 Y\ ��� ts� �'V \ S a t\ e It 1+ t 1 �\\: '•, e'V`Av 1 \�l icy\te\\11 \ `�,`�t ,\ .tf i\\et I`\\\\\ v\\v� \ \ C l it At l e l !\ \ \ f �{ VA� \� 1 t \ \ \r 1\t`t4VA4�V\ VAA�,A4r`��At`' 4`\,`� ti `seOee a NI I,t \ ��'\ \ \ 1 \\ A \ \F V\ \ 'vfit A-A��\ to\" �� �VAt Cs V t \, K \et t 1e y \ \ 1 \ \ N 24 26 I Qp,, Y'N t , t-.v' ` , NF5°43'4 471 Al N T.M 45-112.131 �- MAELOY PRGPERTIE'5 III C f o cv MAL_L_DY COMPANIES L_LC r1� D �' �-8 6 5 PC �) ZONED: HC CURRE T USE: VACANT �i Cs MANAGED SLOPES'CD FTI Q o m O N 2 4 °.1 6, ,I ,I " E 12 � . 5 4' EX. 9,120 SF BUILDING TO REMAIN AS VEHICLE SALES & STORAGE I 11.7' %PWE WEE Graphic Scale: 1"=20' rcl�."�.._.__....__......._ Z _ a OHU i "IoHU� ` 4 off 4Ru �1 oHCr Q =~ ~ x iUCiQ'NU OHU -OHs U—Q�HU�HU .HU aHuO,CHUiitt OHU OHU k_ iU CikIU z =y oN[i OHU U.S. RQUTE 29 � SEMINOLE TRAIL ;u t� VARIABLE WIDTH R/WCA CD ENGINEERING LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA sueMlssiorv: 2020.04,20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE N0. SITE PLAN C 3 19.057 ! ! 20 40 a! ■ ■ ■ ■ ■ •• • - ! SHIM ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP•ENGINEEWNG.COM MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE NO. 19.057 LANDSCAPE SCHEDULE Plant Min. Total Symb Planting Type Botanical Name Common Name Cal. Hei ht � Quantity Canopy Canopy ol g SF JAO Large Shade Tree Ulmus americans American Elm (Princeton) 3.5" Cal. 7 397 2779 PS Large Shade Tree Quercus palustris Pin Oak 2.5" Cal. 9 370 3330 S Large Shade Tree 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 CJO Evergreen Tree Cryptomeria japonica Yoshino 'Yoshino' Cryptomeria 4'-5' Ht. 4 123 492 no Broadleaf Evergreen Magnolia virginiana Sweetbay Magnolia 6' Ht. 3 113 339 R0 Ornamental Tree Cercis renifo rmis Oklahoma Oklahoma Redbud 6-7' Ht. 6 124 744 P Deciduous Shrub Aesculus parviflora Bottlebrush Buckeye 30-36" 20 36 720 Evergreen Shrub Ilex glabra 'Densa' Densa Inkberry Holly 30-36" 38 23 874 pjMQ- Evergreen Shrub Rhododendron 'PJM Elite' Rhododendron 30-36" 40 13 520 TOTAL CANOPY 14706 SF 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. t1!a d4\ SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN 1" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 113 OF ROOTBALL MULCH 2" DEEP IMMEDIATELY F a 3" TALL WATERING BERM AFTER PLANTING AND WATER p �' THOROUGHLY. FINISHED GRADE PLANTING PIT. PREPARED SOIL FOR SHRUBS SOIL SURFACE ROUGHENED TO BIND NEW SOIL SHRUB PLANTING DETAIL �7' Not To Scale SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. ARBOR TIES, OR S 1-112" SQ. OAK ST) SET 180 DEGREES FINISHED GRADE APPLY 2" OF WOO AND WATER THOF 4" COMPACTED Fj WATERING BERM EXISTING GRADE PLANTING PIT. SEI REQUIREMENTS, I PLANTING SOIL AA REMOVE BURLAP TOP 1/3 OF ROOT UNDISTURBED SC (--2TREE PLANTING DETAIL C7 Not To Scale 4 T. Nl 45,A,121 AALLOY PROPERTIES VI ALLQ,Y�COM P 1/�'(� ,E ,P9 4863 ,f'G/ 4 TIES III C/O 1� \HIES LLC G 471 ! H C - 'VACANT l 3ED SLOP I �s- 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: 14,706 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 & 6 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 30 0 30 60 90 LANDSCAPE REQUIRED: 1,890 SF LANDSCAPE PROVIDED: 5,650 SF Graphic Scale: 1"=30' 1 LARGE SHADE TREES (2.5" CAL.) 126 PARKING SPACES (126/10 = 13) REQUIRED: 13 LARGE SHADE TREES PROVIDED: 20 LARGE SHADE TREES iQ SCREENING SHRUBS — AS NECESSARY TO MINIMIZE APPEARANCE OF PARKING /-j 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. 4. Visibility of all mechanical equipment from the entrance corridor shall be eliminated. lli7,fI+jl -` ` 1 1 1!!f r C !!!1 4- ` l c M S > tji CXD !! \ 1 Jl -0r�o SHIMP > r- :-o D —{-lu ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 1992 FENCING AND ARMORING DRIP LINE -,\ SNOW FENCE BOARD FENCE ENCE CORRECT METHODS OF TREE FENCING CORRECT TRUNK ARMORING 90 No TRIANGULAR BOARD FENCE Source: Va. DSWC 3.38 Plate 3.38-2 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �A AL MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE NO. LANDSCAPE PLAN 10.057 III - 401 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 Lamps Number Filename Lumens Per Lamp Light Loss Factor Wattage 4 Barron Lighting RxA-2001-3-VS-3K LED, RxA-200, 3000 K, LED 1 RXA-200-3-VS-3K.IES Absolute 1 200.7 El Group TYPE III DISTRIBUTION ❑ A 7 Barron Lighting RxA-200-3-VS-3K LED, RxA-200, 3000 K, LED 2 RXA-200-3-VS-3K.IES Absolute 1 200.7 0 O Group TYPE III DISTRIBUTION ❑ B 0.1 .0.1 0.1 ,OJ 011 ,0.1 ,0.1 ,0.2 10.2 ,0.1 ,0.1 +0.1 +Qt +9.1 +0.1 +0.1 +0.1 49.1 _+9.1-,ill 9.1 +0.a +0.0 +0.0 +O.o +p.a +0.1 +U.9 0.1 1U.2 0.2 +0.2 +9.2 +0.2 +0.9 +0,1 +0.9 +0.1 +U.9 +0.0 +0.0 +0.0 +O.a 0, +01 OR 49.3 0.3 9.3 0.9 9.3 02 0.2 02 0" 0.1 00 00 00 5_ .5 ry +0.5 +.4 9,3 +0,7 +P2 9. +0.7 +0.7 +.7 0,6 0+ip.2 �U.1 +0 +0.1 +0.0 +o.aU+.5 ++9.7 92 3 U+# 15 1.4 +10.5 03 02 0.1 +0.0 +OA +.+1 ++.5 +0.2 +0.3 •5 0. i.9.9 +3.4 +2.7 +1.9 +1.5 +1.1 +0.7 1p.4 +0.2 +4.9 49.1 +0.7 +O.a +0.2 +0. 0 +3.0 *1.1 +1.4 40 +0.4 +9.2 +9.1 +0.9 +9.1 +0.0 L N7 .5 -5 a �2.3 +1.9 +0.7 +0.# +U.2 +0.1 +0.9 +0.1 +0.a +U,3 4P 0.7 +1.3 ¢2.3 #.tl +a.a +11.1 +9.3 �8.9 +10.a +0.9 i.4.9 +#.3 +b.o +7.8 4, +14.8 4, +10A + . 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RIGHT OF WAY LINE 4o as as oa oa o0 40 i.oa oa oa a.t 9.1 4:, _12a.. 09 a1 a1 ai a1 41 41 91 ai a1 91 41 4i oa o0 oa 4o 0 a +a a 4?'0 40 0 +4 0 +0 0 ,?.a +4 a 4?0 +0.0 +OA +0.a ,?.a +0.0 +6.0 f9.1 +0.1 +0.1 +4.1 +0.1 +0.1 +O.i +9.1 0.1 -ip.1 , 0.1 +0.0 i p.0 +0.0 +0.0 +0.0 _ 40.0 +0.0 +0.0 +0.0 +0.a +4.0 STATISTICS: Average = 3.1 fc Maximum = 22.7fc Minimum = 0.0 fc Max/Min = N/A Average/Min = N/A NTRACE*LUTE commercial & industrial lighting DESCRIPTION The RxA Series LED area luminaire features a sleek low -profile housing design in lumen packages ranging from 9600 lumens to 41,000 lumens. Its high -efficiency light engine is designed for optimal light control and illumination with its three distribution types in three physical sizes. The RxA family provides substantial energy savings through efficient delivery of light with minimal to no uplight and efficacies up to 139 LPW. The RxA ships standard with a 7" upswept arm, and is designed for ease of installation on poles, slipfitters, trunnion or wall mount applications. This product is ideal for large areas such as parking lots, walkways, roadways, building walls, etc. SPECIFICATIONS Construction: • Sleek die-cast aluminum housing with stainless steel hardware and powder coated bronze (standard) finish for durability • LIV-stabilized polycarbonate optical lens • Integral heat sink fins maximize heat dissipation • Hinged driver access for ease of maintenance • Standard with 7" straight arm (for pole or wall mount) and round pole adaptor • Slotted bolt pattern suitable for retrofit to most existing drill hole patterns • Includes a 12" whip (5 conductors provided for convenience, dimming leads not connected) Optics/LEDs: • Designed with minimal uplight to eliminate light pollution • 70 to 300 Watts replace up to 750 Watts HID for up to 70% energy savings • Efficacies up to 139 LPW maximize energy savings and utility rebates • Type 111, IV and V distributions optimize light distribution • Available in 3000K, 4000K and 5000K CCT • L70 of 130,000 hours • CRI ?70 Electrical: • Class 2 power supply, 120-277VAC, 50/60Hz • 1-1OV Dimming driver for models 150W+ (120-277VAC only), dimming leads require connection in field • Power supply with high -power factor of 90%9 typical • 347/480VAC Dedicated driver option for 70W, 150W, 20OW and 30OW • Standard 10kVA surge protection for models �!150W Testing & Compliance: • cULus Listed for Wet Locations • Tested to meet IP66 requirements • DesignLights Consortium" (DLC) PREMIUM Qualified (consult QPL for qualified models) • Operating temperature: -40°C to 45°C (-40°F to 113°F) Installation: • Hinged driver door for ease of access • Standard with pole mount arm (7") suitable for 4" or 5" square poles. Includes round pale adaptor. Arm features access door for easy wiring on site and includes knockouts for motion and photocontrol sensors • Additional easy mount accessories such as slipfitter, trunnion, swivel and wall bracket 0 40 .0 ■ ■191111IL1111111■ GraphicScale: imxA Series LED Area Light Model: _RXA - 2 0 fl - 3 - V S - 3 K- _ Date: Accessories: . .- - _ --_^_ &ia log Ftarct 3 /Qty . - 0 Job Name: -------------------- Type: rns. ��y „ 1NdRRANTY PREMIUM Model RxA-70 ` RxA-100 RxA-150 'RxA-200, RxA-300 I Wattage* 70 100 150 20Q'< 300 Lumens (Im) 9660 13,800 20,800 25,706 41,000 Efficacy (LPW) 136 137 139 139` 137 Equivalency (HID) 150/175W 250W ZOW 40OW 750W+ Distribution Type 111 IV, V CCT (K) CRI_------__->70 3000K 4000K, 5000K _...___•._----'---- input Voltage 1207277VAC, 501601-1z, 347/480VAC Operating Temp -40°C to 45°C (-40°F to 913°F) Certifications UL Listed for Wet Locations, DLC PREMIUM Warranty Weight 5 Years 8.9lbs 9.4Ibs 12.4Ibs 12,9Ibs 18,7Ibs ' Nominal Wattage. Tested at 5000K CCT, 120-277VAC, Type III distribution. See performance table for more detailed lumen information. Note: Environment and application will affect actual performance. Typical values and 25°C used for testing. Options: • Integral 120-277VAC dimming sensor (SC) for models 150W+ • 120-277VAC Twist Lock receptacle installed on arm (Twist Lock photocontrol included) Accessories: • Twist Lock universal photocontrol (120-277VAC) for dusk to dawn lighting control • Dimming sensor for additional energy savings • Button photocontrol (120-277VAC) for 70W and 100W models • Multiple mounting accessories available, see ordering information Warranty: • Five Year Warranty (Terms and Conditions Apply) • 10 Year Warranty available upon request, consult factory SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE NO. Specifications are subject to change without notice. §ARRON� 19,057 Installation must be performed in accordance with Barron Lighting Group installation instructions. lighting group 10810377 Rev 10 08120 page t of 5 800.533.3948 • www.bacronitg..pm LIGHTING PLAN v' C7 47 Al A2 A3 0 47 46 46 45 A4 - _- PROP. -GRADE ---- �Zl w co _.......- o. - - - Co '- _.- ----- -'� f --- --- --- - - ICJ 17 - - - - -- --.- . _ - - -- - - -- -- - _.-. - .. - - --- - - - - -- _ __.._ _ ..-- - _ ---_.- ..- .. - ----------- --------- - -------- - --------- - - -42 25 F In - - - ---- - -- 29.05LF 15 -- �_.__ _-_._..__ t1 0-2.307 --- ---•. - 4�&1LF- l-5-HDPE I�-225 HDPI 2--.3-1-7 � -- - - -� TCC)- -- - - - -- --- - - -- -- - - . - p _- _. __ .c� ---- -- - - -- - - - --- _ - - NSTAL�2" L T Z- + STEEL PLATE �z - z - 11+00 114 cn C:) rood rno In to In In co L3 Z Z Z z a C) = U. z R A Coto In CD PO STORM PIPE PROFILE Al -A4 rCg HORZ: 1 "=20' VERT: 1 "=10' PAVEMENT DETAIL Gg NOT TO SCALE 2" SM-9.5A SUPERPAVE 6)) VDOT #21 A BASE STONE COMPACTED SUBGRADE A B C 1 D E F I B {I J i L 12 4 1" .SIB ISO 18 $ SrtS A38 2 0 !L' 93 6.M I5- NOTES: I. 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 5y&L 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 it 2" R OF THE VDOT ROAD DESIGN MANUAL. 6" p P p a a r a r 7" A A A A a v P a a • D D P P D ' 6" 2'-0" 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' x REFERENCE COMBINATION F" CURB & GUTTER 105 REV.9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 475 470 465 460 5t55 LD-204 Stormwater Inlet Computations Sag Inlets Only L 1a Q a ro z C:Q c o �- _ o w CL 0 rn Q CL (n N d) E > I- 0 y- v, (6 c L IDa) o = 0 (n U U U S CS C C3 0 IL 0 .2 U 1 2 3 4 5 6 8 9 10 11 12 13 14 15 21 22 23 24 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ( ft/ ft) (ft/ ft) (ft/ ft) (ft) (ft) (ft) A4 DI-3C 8 0.23 0.82 0.19 6.5 1.23 - 1.230 0.013 0,018 0.028 0.15 0.50 0.29 5.88 0.82 0.19 4.0 0.76 - 0.757 0.013 0.12 0.50 0.24 4.26 A2 DI-3C 8 0.59 0.75 0.45 6.5 2.90 - 2.901 0.013 0.027 0.018 0.080 0.23 0.50 0.46 5.77 0.75 0.45 4.0 1.79 - 1.785 0.013 0.17 0.50 0.33 2.28 Al DI-7 0.58 0.87 0.50 6.5 3.28 - 3.278 0.013 0.024 0.014 0.15 0.50 0.31 11.00 0-87 1 0.50 4.0 2.02 - 2.017 0.013 0.13 0.50 0.26 9.20 PIPE 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 DRAWII `4 - --- SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS ° SLOPE TO DRAIN TO INVERT OF OUTLET PIPE THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF n PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I �;+I/ r.• '�;; 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 XVMT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS /��� REFERENCE SHEET 1 OF 1 REVISION DATE MAN00--HOLE a INLET INVERTS 302 108,08 VIRGINIA DEPARTMENT OF TRANSPORTATION 4" 2" RADIUS A11 Q 71,MIN sl " SURF) MKAX. a .o 4- . a BASE Psi - 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) {ILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY B(EE REDUCED AS MUCH AS Y' IN5'ORDEER THAT INCREASED TI E�B4 TOM OF CURB �{ILLMUCH AS 3-1 I COINCIDDEHI WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE 00 IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4„ 2" R 5. CG-2 IS TO REQWEMENTSEFOR ECG-6 AS S1ROAD� N I {ETING THE APPENDIX A OF THE VDOT ROAD 6E It i#*AL. • 6" A . a SURFACE SEE NOTE 4 N 'a • . ;a • • a . a . BASE SUBBASE 8' FIFE CURB EIS EXTRUDED SPECF)CATIQN I ffff,EN E 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION Y. 9l06 201.01 LD-229 Storm Drain Design Computations Mallov Ford From Point To Point Catch A (ac) Runoff Coef Inc AC Accum AC Tat 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 A4 A3 0.23 0.23 0.05 0,05 5.00 7.10 0.38 463.65 462.68 42.25 2.3% 15 11 4.1 0.17 A3 A2 0.38 462.48 461.81 29.05 2.3% 15 11 4.1 0.12 A2 Al 0.59 0.59 0.35 1 0.41 5.00 7.10 2.88 461.61 460.60 1 44.81 2.3% 15 10 7.2 1 0.10 "II In i )MI / 14 111 Ili :1 I HIVI JAM R-I PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL -, TOP OF FILL TOP OF FILL - - GROUND LINE x -_ - TGROUND LINE x , GROUND LINE _ = - - __ ' Ill=III-I rrrrrr rrrrr I I=1 I H 1- I -L 11 rrrr r I I a 1-" "-} I I ! I I I •rrr ,' ' ' rrrrrr 1119 I I-1 II,I I r rrr II:III t' " '-III=1! II-i rrrrrr ' rr I I 1=1 I 1=1 11- I I C rrrr rrr I C-1 I I , r _ (V' I 1=1 rrr rr'r I I� EARTH . N ,1 I (r,•�r ROCK OR rrr �� ' I I I r'.'r' err I I- EARTH d r� I + I UNYIELDING SOIL o 1 I( I i III cc)I BEDDING - MATERIAL - 1 14 I MIN..I t-I,l- MIN.1/10 D MIN.1/10 0 X D X BEDDING D 11 X D X BEDDING - - _ - MATERIAL MATERIAL X D X %p" PER 1' OF H 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 Q - TOP OF FILL TOP OF FILL TOP OF FILL -- ; • r,�rrrrri rrrrrrr..; ; •:; :.; •:. =- f( �r�rrr rrrrrrr, ; ;::::: • = �rrrrr, rrrrrrr.^.• •: = rrrrrrr rrrrr. - rrr,�rrrrrrrrrr rrrr;-�rrrrrrrrrr rrrrrr.�rrrrrr rrrrrrrrrr,�rr - - �'rr� rr • GROUND • d .• + •rrr rr, GROUND N - + _ rrrrr� rrrr, rrrrrrrrrr rrsrrrrr �} rrrr.'rrr'r -_ GROUND LINE 7 o %N LINE o N- -LINE III I l=1 I-11 IJ I I I I I EARTH lit -t I-^T•-• - ... I I �' ROCK OR r I I I - MIN. 1/10 D UNYIELDING �iI i1=1II_ III_EX Ii _ MIN. 1/10 D X D X BEDDING MATERIALMIN. )- I SOIL rz1. PER X D --Iii-I i r-1 i i-I i-i, D o BEDDING �-- t' OF H MIN. 8' . BEDDING EARTH MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROAD AND BRIDGE NOTES' SPECIFICATIONS. REGULAR BACKFILL MATERIAL IN ACCORDANCE CLASS I BACKFILL MATERIAL IN ACCORDANCE FOR GENERAL NOTES ON PIPE BEDDING, WITH SECTION 302 OF THE ROAD AND BRIDGE SEE INSTALLATION OF PIPE CULVERTS THE BRIDGE AND STORM SEWERS GENERAL NOTES WITH SECTION 302 OF ROAD AND SPECIFICATIONS. ON SHEET 107.00. SPECIFICATIONS. rrrrr FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC PIPE r�rrt, IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVD©-T A COPY OF THEORIGINALSEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION 11 V STALL. O I- PIPE CULVERTS AND STORM SEWERS REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD ''All 302 OF REVISION DATE SHEET I 4 07/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 DI-3A, 36, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D APPROACH EXPANSION JOINT 3'-10" FRAME & COVER BACK OF SIDEWALK Y JOINT ��: SEE STANDARD IC-2, i� BAR GG WARPED BARS G 2" wo GUTTER co �, 7,, e. BARS C �6„�6-'�-6{" 1 BAR G1. 1 �'` SUBBASE 2 ' ARS F I I! 1 BARS B a p 2 -=- C ODHN2E 1 I z z+ BARS F WEEP HOLE. o o N o i SEE NOTE 8 r4 if x STEPS.'SE 00 o II II BAR F BAR A NOTE 5 iv II II LARS D FACE OF CURB 8� �g GUTTER 2' 8" C CONTROL JOINT CRACK CONTROL JOINT 4._0" 2, D _ s D 6' MIN. PLAN SECTION A -A I � 6' MlN. �A 10' MAX. I KEYED CONST. JOINT L-VARIABLE -MAX, 20' 2'-10" 2" WARPED -2'-0° 8' 2'-6" B 8" 3''0" 2" GUTTER APPROACH BARS A GUTTER I !- - �--------- -------- B S G I I o �D f BARS F BARS E Ly 00 ° 1 *3" DIAMETER BARS E I WEEP HOLE BARS B FRONT ELEVATION BARS F 13 1-a" 8" - - - - - - (GUTTER REMOVED) 1i/4„ p IQI' 5XI/4" BENT PLATE SECTION B-B R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. /4' 4 L2'/z'X2'/z"XI/4" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & i STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68130' TO ANGLE IRON AT 2'C-C, CONNECTORS AND IS TO BE ANCHORED WITH I/z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT L DI-3C LWARPED PAVEMENT-^ o - DI-3A � QI-3B - _ FLOW FLOW I !FLOW l 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL 1vDOTDGE S STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OL2d REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104,09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 SHIMPt ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.6140 CHARLOTTESVILLE VA, 22902 JUST] N@SHIMP-ENGINEERING.COM MAJOR SITE PLAN AMENDMENT MALLOY FORD ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.04.20 REVISION: 2020.06.22 2020.08.17 [ARB] 2020.11.18 [ARB] 2020.12.09 2020.12.23 FILE NO. 19.057 SITE DETAILS &PROFILES