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SDP202200026 Plan - Approved Final Site Plan and Comps. 2022-08-29
LEGEND EXISTING NEW DESCRIPTION BENCHMARK SITE PROPERTY LINE _-� ADJACENT PROPERTY LINE --- - - - ---I--- VACATED PROPERTY LINE MFA/SFA BUILDING SETBACK o SFA BUILDING SETBACK ACCESS EASEMENT DEMOLITION I U 10 PARKING COUNT i-- 1.00' - i DIMENIONS --...-_...- --..._-...- GRADING EASEMENT - - -319-- - - 10 INDEX CONTOUR 310-- 12 INTERVAL CONTOUR 311.5 )o'° SPOT EVELVATION x 311.5 TC x 578XD TOP OF CURB ELEVATION 311.5 TW x 578 T TOP OF WALL ELEVATION 311.5 BW x 57 Xw BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS -o-- a o o RAILING BUILDING ROAD -EDGE OF PAVEMENT - ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER J_N A_N CG-12 STANDARD ACCESS RAMP - SIDEWALK BIKE PARKING PARKING SURFACE j' CROSSWALK HANDICAP ACCESSIBLE AISLE 6x HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK 7 c�)c7{jc RIPRAP ASPHALT y GRASS TREELINE X X FENCE UTILITY EASEMENT UTILITY POLE O- -O- LIGHT POLE OVERHEAD UTILITY UNDERGROUND UTILITY T OVERHEAD UTILITY GUY MANHOLE STORM LINE - RD - - RD ROOF DRAIN =�g O I I DRAIN INLET - . .. - - - DRAINAGE EASEMENT - - - - - - - - STORM DRAINAGE EASEMENT SANITARY SEWER PIPE S S SANITARY SEWER LATERAL W - W WATER LINE WS WS WATER SERVICE LINE F1 WATER METER lev ® WATER VALVE AND BOX FDc �FDO FIRE DEPARTMENT CONNECTION FHA "�" F"^ FIRE HYDRANT ----- ---- ACSA EASEMENT GAS GAS GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER T5 Pantops, LLC 3201 Trevor St, Suite 200 Nashville, TN 37209 DEVELOPER TC Ewing EB Partners LLC 215 Queens Road - Suite 200 Charlotte, NC 28204 (704) 562 - 8003 tc@ebpartnersllc.com PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING HC - Highway Commercial MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 4358 PG 684 SETBACKS FRONT (MINIMUM): 10' from the ROW or the exterior edge of the sidewalk if the sidewalk is out of the ROW; for off-street parking or loading spaces, 10' from any public ROW FRONT (MAXIMUM): No maximum setback abutting a principal arterial highway SIDE/REAR (MINIMUM ADJ. TO COMM ERCIAUINDUSTRIAL): Any primary structure shall be constructed and separated in accordance with the current edition of the Building Code SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary provided by: Field survey provided by Foresight Survey . on September 10, 2021. Topography provided by: Foresight Survey . on September 10, 2021. BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. 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 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat 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 otherwise 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 Land PROPOSED USE Automobile Service Stations LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 10,031 SF 32.4% Sidewalk 1,597 SF 5.2% Open Space 19,299 SF 62.4% Total= 30,927 SF (0.71 ac.) PROPOSED Area % Building 1,465 SF 4.7% Pavement 21,308 SF 68.9% Sidewalk 1,733 SF 5.6% Open space 6,421 SF 20.8 % Total= 30,927 SF (0.71 ac.) BUILDING HEIGHT MAXIMUM: 65' PROPOSED: 28' PARKING SCHEDULE Automobile service stations: 1 space per each employee plus two spaces per each service stall 3 service stalls, 6 spaces required 5 employees per shift, 5 spaces required 11 spaces required, 11 spaces provided FINAL SITE DEVELOPMENT PLAN FOR TAKE 5 PANTOPS 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 aisles, and accessible route shall be installed in accordance with ICC ANSI A117.1-09. 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. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. ITE TRIP GENERATION AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Quick Lubrication 941 3 Servicing Positions 6 3 9 8 7 15 120 Vehicle Shop S D P2021-00060 TAX MAP 78, PARCEL 5B ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1 =500' SHEET INDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN & LAYOUT C4 GRADING PLAN & UTILITY PLAN C5 LANDSCAPE PLAN C6 LIGHTING PLAN C7 SITE DETAILS F, t_cA 1 S j f-e, Pi Submittal Type Reviewed and Approved by the Community Development Department File# S-02 WZZ (200 Z6 _ L� Sig ure IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 JU M. MP > TLi , o. 5183 �V-71211a1 FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1. 2022,04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. COVER 21.043 LEGEND TMP 78-5A REBKEE PARTNERS PANTOPS LLC C\ WAWA DB 5318 PG 355 ZON E: HIG HWAY HWAY COMMER CIAL USE: COMMERCIAL 1.77 AC N \�\ . \ Io . \ ,�\ v \ . \` 1 _ a �A \I ~.\\� VARIABLE WIDTH CENTEL EASEMENT DB 1129 PG 261 _ DB 1216 PG 468 DB 4751 PG 336 DB 4358 PG 684 F-IWPB Al r' �� "� EX.SIGN�f . f`1 Y. I-,Iyf —I1 `J� 'f .. . a\ \ \ DB 5244 G 485 � t0 cD Lo `- \ CQ N O \ \ r � 00 N ° \ \ SlCIOopes (YPE) \ - \� \\. \ \ \ .77 ion -Lon \ \\ N 01 0 4 \\3��. \ \\♦\ \\ \ I S _ Cam,. r �` � '�� ,, s. \ -\ \ � � � l � \ f� � �� � \ � � � \ \ 1 \ \\\ \ ♦ \ �\\\.. ' \ . \.. E X .WALL \ \ \ \�':'.'.. \� \ \ i \ \\\ \ \ ALL \. \\ ::. .. Scale: 1"=10' 0 L1._ PKI SOIL TYPE BOUNDARY (NOTE: ALL SOILS HSG B) HIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM IL 0 O b, v JU M. imp > Oc Li o. 5183 FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. 21.043 EXISTING CONDITIONS C2 ° °. ° ° TMP 78-5A REBKEE PARTNERS' PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL _ 1.77 AC \\ \ \\ EX.DI EKSIGN 0 . a QII 0 r 0 Lc) N 0 W � I-- � W 0 —� ry mQ ry Q 7 SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434,227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Li . o. 5183 FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS 0 rr 0 N ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 N ry REVISION: 0 1.2022.04.13 SDP2021-60 Comments z 2. 2022,05.25 ACSA Comments V) °- 3. 2022.07.28 SDP2021-60 Comments 0 >- I..._ z 0 -U) 0 0 d- FILE NO. SITE PLAN & LAYOUT 21.043 C3 O ry O cc 0 L0 N W SHIMP f-- ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM Q u ju A MP Li , o. 5183 FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. 21.043 GRADING PLAN & UTILITY PLAN �� C4 LANDSCAPING REQUIRED: \\ SITE REQUIREMENT (SEC. 32, SITE AREA: 0.71 30,928 SF x 10 0 CANOPY REQUIRED CANOPY PROVIDED: X,\\1\` QUIRED. 4,297 SF = 6,628 SF ENTRANCE CORRIDOR STREETS: LA \<\�Z( CAL.) — 35 O.C. WITH INTERSPERSED ORNAMENTAL T �\ �t fi�t� GE REQUIRED: 2 LARGE SHA ) PROVIDED: 3 LARGE SHAE,FNTAL PROPOSED LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Total Height(ft) Can SF Total Canopy in 10 Yrs SF O''' Large Deciduous Tree Ulmus americana cvs. American Elm 3.5" 3 25 397 1191 Large Deciduous Tree Gleditsia triacanthos inermis Thornless Honeylocust 2.5' 2 31 424 848 W W Ornamental Tree Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood 6-8' Ht. 2 17 124 248 0 Ornamental Tree Corpus Kouso Kousa Dogwood 6-8' Ht. 1 17 124 124 Ornamental Tree Magnolia stellato Star Magnolia 6-8' Ht. 2 12 49 98 O Broadleaved Evergreen Ilex glabra Inkberry Holly 2' Ht, 58 6 23 1334 Shrub O Broadleaved Evergreen Shrub Pieris floribunda Mountain Pieris 2' Ht. 27 5 14 378 O Broadleaved Evergreen Rhododendron Rhododendron 24" Ht. 18 4 13 — Shrub catowbiense catawba Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 12 Ht, 6 2 3 — 52-2 TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAV/A DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC N; HIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP•ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS Z I ALBEMARLE COUNTY, VIRGINIA 60 SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. LANDSCAPE PLAN 21.043 C5 Scale: 1"=20 arescolite LITEISTRY 4" ROUND CYLINDER FEATURES 4" architectural LED downlight and wall wash cylinder delivering 600-4000 Im Five beam distributions from 0.3 to 1.2 Spacing Criteria Quiet reflector appearance with 500 optical cutoff 270OK-5000K, 80+ and 90+ CRI options Available in Surface, Wall, Pendant, or Cable/Cord Mount configurations Versatile canopy options for recessed and surface -mounted J-box applications Variety of dirnrning protocol options including 0-10V, DALI, DMX, Forward Phase and EcoS/stem 02.1 4J��lJ S iri, tiw,s (Select Models) CONTROLTECHNOLOGY DISTRIBUTED" INTELLIGENCE SPECIFICATIONS CONSTRUCTION Seamless heavy gauge aluminum cylinder body with a clean appearance Available in Surface (S), Wall (W), Pendant (P), or Cable/Cord (CM) mounting types Canopy options include Conduit Canopy (CC), Power Canopy (PC), Power Conduit Canopy (PCC), or Recessed Mount Driver (RMD), (See Dimensions section for details) For S, P, or CM mounting with CC or PCC canopy options, use 4" octagonal junction box (by others) All Wall Mount: Die cast aluminum mounting arm allows direct mounting to standard 4" octagonal or square junction box Pendant Mount canopy options allow sloped ceiling up to 35' (5' for RMD) Select front 4 standard architectural painted finishes, Brushed Aluminum, or specified custom color OPTICS Visually pleasing 50' cutoff to source and source image The light distribution is free of distracting bright spots or pixelation and the perimeter has a smooth transition Optical grade silicone lens integral to light engine High purity spun aluminum reflector, self -flanged Large selection of anodized finishes and colors Painted cones and flange options available DATE: I LOCATION: TYPE: I PROJECT: CATALOG #: LITEISTRY RELATED PRODUCTS 8 LTC-3RDW 8 LTC-3RDWPH SDectraSync PowerHUBB 8 3" LITEISTRY 8 4" LITEISTRY 8 6" LITEISTRY Family Famil Family ELECTRICAL Chip -on -board (COB) LED with 2 SDCM Multiple CCTs, 80+ or 90+ CRI Long LED fife: L90 at 55,000 (TM-21) Universal voltage 120V-277V driver, 347V optional UL Class 2, inherent short circuit and overload protection, ROHS compliant Flicker free 0-10V dimming with 1% or <1% performance DALI, DMX, and Lutron Forward Phase and EcoSystern options INSTALLATION Light Engine/Trim assembly is mechanically secured with torsion springs for ease of installation A quick connect is provided for easy maintenance or upgrade Recessed Mount Driver (RMD) is accessible from above or below ceiling; assembly mounts with 1/4-20 threaded rod (by others) and requires 6" plenum clearance Conduit Canopy options (CC or PCC) allow field selectable conduit entry (up to 4C6 90°) (See Dimensions section) Conduit Canopies utilize a patent pending mounting yoke to secure cylinder to the ceiling surface Cable/Cord can be cut in the field to custom length Standard and Custom Pendant lengths available (specify when ordering) CERTIFICATIONS cCSAus certified to UL 1598 Wall Mount up to 30L (except CC and PCC): Suitable for wet locations • Pendant Mount up to 30L (except CC or PCC): Suitable for wet locations under covered ceiling Surface, Cable/Cord Mount, all Wall Wash, and all 35L-40L and all CC and PCC: Suitable for damp locations This product qualifies as a "designated country construction material" per FAR 52.225-11 Buy American -Construction. Materials under Trade Agreements effective 6/6/2020. See Buy American Solutions, WARRANTY 5 year warranty See HLI Standard Warranty for additional information l.urr,en E3apge f 600-4000 Watta� lianga 8-52 Etftcacy Ranee (E P1(V} 90-99" .RgRoftcj Ll�e (hlou[ L90/>55,000 Input G(lflant(tnA} 67-433 (120V) Page V17 Rev. 05/11/21 OJ 2021 Prescolite, a division of Hubbell Lighting, Inc. Specifications subject to change without notice. LTC-4RDW 701 Millennium Blvd • Greenville, SC 29607 / Tel 664.678.1000 / Website wwwprescolite.com Date: - Project: Type: _ Astro 1 & 2 Order Code: Customer: AST 1 3 Qty: AST 2 AST2 - R1 - 1 - 5G105 - 0 (3000f• - 18' (20' - BL - - 'Based on Specular, 35K. 80 CRI 1 HUBBELL HUHBFr 4' Lighting Pole Order Code: T30 Series Height Finish Options AST2 Series AST1 AST2 Astro 1 Astro 2 R1 Optics R1 R2 R3 R3W R4 R5R R5S R5Q Type I Type II Type III (Wide) Type IV (Round) (Square) (Rectangular) Type III Type V Type V Type V 1 Mounting 1 IA 2 W Single Single Arm Double Arm Wall Mount Mount Mount 5G105 Light Engine 5G350 513530 5G700 5G105 5G140 'BasedonRIdosvibueonat,oOOKOCT 32W/34441m 49W/50471m 64W/63361m 95W/87401rn 121W/110301m 30 (3000K) CCT 27' 30' 40 "2700K and 3000K IDA approved. 2700K 3000K 4000K 'For other CCT please consult factory 18'(20'height) Power Cord 8 10 12 14 16 18 XX 'For Imounting use the pole height r2'. - Length 8' 10' 12' 14' 16' 18' XX' For IA or 2 mounting use the pole height i4' BL Finish WH BK BL BZ SV SP• Custom colors are available, White Black Semi -Matte Bronze Silver Specify Premium Color Please consult factory Black Voltage IJNV 120 240 277 34723 4802.3 ; Piotavailable with HLxxoption 120-277V 120V 240V 277V 347V 480V Step do6n transformer provided with 5G350 and 5G530 light engines. Options DM6 HL305.6 HL505.6 ROR4 ROL4 HS9 TLR6 TLRP6 'ASTlonly Dimming Hi-Lo Hi-Lo Rotate Rotate House Side 7-pin NEMA Twist Lock s 12OV, 240V, 277V only (0-IOV) Switching Switching Optics Optics Shield(180') socket Photocell 'D61,HLXX,orTLR,only. Cannot becombined. Low Output Low Output Right(90') Left(90') 'Only available with 120/230/240/2771/. 30% 50% Consult factory for 208/347/480V ' See page 9 for full details of UFCI TLRLL6 REC8 REC28 REC38 REC48 MS, (Ground Fault Grc it Interruption) Twist Lock 120V 15A 120V 15A 120V 15A 120V 15A duplex Motion Sensor protectedd REC3 and REC4EC4 aces. require external GFCI Receptacle GFCI GFCI duplex re- receptacle with 14eets Title 24 Requirements) ) ;protected branch circuits. 7_ -Pin with protected protected ceptocie with USB charge See page 3 for order code P g 'Type I, II, III, and IV only L. run duplex duplex. USB charge points. Limelight receptacle. receptacle. points. With Sensor With With With lockable weatherproof lockable weatherproof weatherproof cover. weatherproof cover. cover. cover. NR��Ro85a` rnon � i IP66 U1Al2 t Selux Corporation © 2021, T 845-834-1400, 800-735.8927, F 845-834-1401, www.selux.us Page 1 of 13 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not (Rev. 07/2021) alter the function of the product. Specification sheets found at www.selux.us ore the most recent versions and supercede all other printed or electronic versions. AST -SS v2.1 Lighting Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Filename Number of Lamps Lumens Per Lamp Light Loss Factor Wattage 4" LITEISTRY Round Cylinder, 1500 0 A 10 PRESCOLITE LTC-4RD-P-15L35K8XW-DMI-S-BL lumens, 3000K, 80+ CRI, Extra Wide, 3000K, 80+CRI LED LTC-4RD-P-1 5L35K8XW-DMI -S-BL.ies 1 Absolute 1.00 18.6 Specular Clear Formed gray aluminum housing, on B 6 Selux Corporation ASTx-R1-X-5G105-30-XX-XX-UNV board optics, clear glass lens 7 White LEDs ASTx-R1-X-5G105-30-XX-XX-UNV.ies 1 Absolute 1.00 95.0 enclosure 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 footcandle. 2. "A" fixtures shall be mounted at a height of 8'. 3. "B" fixtures shall be mounted at a height of 20' (18' pole). 4. "A" and "B" fixtures shall have a matte black finish. 5. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O, U JU M. SIP > Li , o. 5183 Wd -712,31 1 A 11 ��® L S;O FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. LIGHTING PLAN 21.043 C6 CL PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING Note: Inlet shaping should be provided per VDOT detail S-1 in all manholes. 400 395 390 385 380 309+80 10+00 SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE —SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SHRUB PLANTING — SECTION Not To Scale A3 o� ter- 00 400 + _.____��. � _ -_•___ QEME Q _w_____-_...___._.—_� � tom. -� �Q GRADE- -- — _. —_ __ 7 X EXFSTIffG GR_ _ ----46:1-OAF• - 1`i°_R6P�"- ,._ _._ _________ - - _ — > > 395 390 385 380 10+50 11+00 11+50 12+90 5 4 STORM SEWER Al TO A3 C7 Scale: HOREZ:1:30 VERT:1:10 TAKE 5 PANTOPS LD-204 Stormnater Inlet Computations Inlets on Cradz Only Sag Inlets CaIy Ra - 6.5 U0 9.040 0.80 a.tT 6.08 lilnd ox Alm"n. a a,aa..at.. alb.: g.a, 6.5 1-170.000 127 1 1 2.92 1.147 100.0D/C 127 0.000 LD-204 STORMWATER INLET COMPUTATION C7 Not Scale TAKE 5 PANTOPS LD-2229 STORNI DRAIN DESIGN COMPUTATIONS From To Catch. Runoff Inc Accum ToC Total Total UP Dn Pipe Inv P' e pipe Velocity Flow time. Point Point Area Coef AC AC Ltteasit Flow cis) invert Tuvert Length S!o a Diaueter capacity Inc Cac (win) in/hr) El El ) % in)' cfs) fits 'k) ! 3 $ 5 6 7 8 4 1.0 it 17 13 1 15, 16 17 X" AR U 8 r: i '< � ::. ..,,, ,.. -: .:..: .....: .. . . . .,� i .. .: s . , i. = .< , .. s a ;3 Sl , I .�:: r. ,i�12:::, ... .,..�;X..�T:.. ..:; :. .:,QT u. '.. ,{ t' hh..[n�(�t n ,� ; 's ;,r'.Y, 0: .4'r i:.. �I' 1•.�T.!: p 8 i.4... { d�r :...., ..... ...., ., ... :.: ., ...... ..., ..� :.,...... ... .' ..........: ..�...,,. LD-229 STORM DRAIN DESIGN COMPUTATION Not Scale SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS, UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WIRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. CI L I. 3X ROOTBALL DIAMETER DIM. —I 2 TREE PLANTING DETAIL C7 Not To Scale 5 HC PARKING SIGNAGE C% NOT TO SCALE SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND —TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF ON TOP OF ROOT -- FINISHED GRADE EXISTING GRADE 6" X 6" BOLLARD 8" CMU STRUCTURE e ° ° D 8' TALL CMU DUMPSTER ENCLOSURE CLAD IN GLEN—GERY THIN BRICK "FELDHAUS 800 CLASSIC GRAY SMOOTH" WITH WORKRITE MORTAR IN "WR-2055 GRAVEL" is 4" X 4" STEEL COLUMNS FOR GATES D ° HORIZONTAL, COMPOSITE BOARD ° ° p DOORS TO BE PAINTED SHERWIN 8' TALL CMU DUMPSTER ENCLOSURE CLAD IN WILLIAMS 9175 "DEEP FOREST BROWN" GLEN—GERY THIN BRICK "FELDHAUS 800 D : e •' - '' TO MATCH BUILDING TRIM AND CLASSIC GRAY SMOOTH" WITH WORKRITE D ° D �� • - . • :.. t. ' . ;. - INSTALLED ON STEEL POST HINGES " " MORTAR IN WR-2055 GRAVEL .°� :• .. a •'' • .D ' �• ' ''' ; •. - '_ I + " _ I " _ 4' X 4' STEEL COLUMNS FOR GATES HORIZONTAL, COMPOSITE BOARD DOORS -o .•e - D. D ••. D . - p TO BE PAINTED SHERWIN WIWAMS 9175 60N`0RETE• PAID A _ = "DEEP FOREST BROWN" TO MATCH -- _ ��� �—= BUILDING TRIM AND INSTALLED ON .b x 20. 1. ..•.; --- - _ STEEL POST HINGES D' D, .• e U • .°... • a .. .. . ... . 2" X 4" RAIL (TYP) --- _ ----- P D • e D '• a D — CONCRETE PAD ..---._ ° .D D 'D To DUMPSTER PAD DETAIL C 7 NOT TO SCALE I TO BE COORDINATED WITH ARCH. DETAILS ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL I-3X WIDEST DIMENSION OF ROOT BALL - TREE ON SLOPE @ 25% (4: 1 ) to 50% (2: 1 Not To Scale ° 4 0 •. 14 4" — 3,000 PSI CONCRETE °.'°4 ° 0000000000000000 4" — VDOT #21A BASESTONE o O o 0 0 0 0 0 II I II I II I II II I it I II I II 111 I �---- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED ATYPICAL SIDEWALK SECTION C 7 j NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 0000000000000000 6" — VDOT #21A BASESTONE 0-0_0_0-0-0-0-0, III ; II I II ; II I ; II I II ; I Il i ice-- COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE T" MAINB?IP4 x 3/4'.:MAE AFE.06LaPU 0 9R AFPNGYW. EpUAL. tr LfT Cr#FFti ... krR IiSE on A(I.tcdEn UNIaE F.IuU.t %EMEIWL-51R+16ES AFC W: L FE%E?/IIPI,. AM N 17ATIf. 4 I (4JKEs, •-1`�I`x1' tom. .r-.^-,- t SALAIt t771L`tGS "• DUAL 7ERyICE Oft AL'i'MED £U.AL 01 . F(lt.4.AX (44 4ESAWEn V i E F44,Lf FLM.UTInRL SFMICE 000E AN t(L2lGAMN MEIM Is h0T FRa"fo D. 51NGLE SERVICE NOT SH L [£ wM Ch 8"': gIPE• CAW Iaa4 UP W "K11 - -- CCGfEA.ETIB[' ---CtyT!''?n7++�:3F+i�' 1 it Sr.� .•-- F Al', �S"�}: 65 irU4 CR.RJsT'.ESCL2 @9eS MO...LM (G-Bitti i'a4.-.- sj � �t -t+.; J..}a.- 4' L1AVElEtd Ett1.A� frF tr k, �i°: Lor,c stt7,i PnCNif, >mar 41wJ4 M`"ns _ � +( �t�+j',y fir. ;TI .y1i 'VEt. 24.L H0. GT AWtCATE. ($.,�. ikT:t. .CiTY�.i`1.:1 �1.h - TYPICAL SERVICE LATERAL INSTALLATION 5 8" r 1" METERS` NTa 1=1t3: v4 A TD-10 TYPICAL SERVICE LATERAL INSTALLATION NOT TO SCALE SHIMP ENGINEERIN 32 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM O U fl/21/ . MP 5183 -2z �NA FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE N0. SITE DETAILS 21.043