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HomeMy WebLinkAboutSDP202200026 Plan - Revision 2022-06-16FINAL SITE DEVELOPMENT PLAN FOR LEGEND EXISTING NEW 310 311.5 x 311.5 TC x 311.5 TW x 311.5 BIN x 10 1.00' 10 12 x`o'a 578'rc 57B'XW X 578' BW X DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE MFA/SFA BUILDING SETBACK SFA BUILDING SETBACK ACCESS EASEMENT DEMOLITION PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS 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 CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP - ASPHALT 0 0 GRASS TREELINE X X FENCE UTILITY EASEMENT UTILITY POLE LIGHT POLE ♦ ♦ OVERHEAD UTILITY UNDERGROUND UTILITY m m OVERHEAD UTILITY GUY MANHOLE STORM LINE - RD RD ROOF DRAIN q Di oI DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SANITARY SEWER PIPE - S S SANITARY SEWER LATERAL W W WATER LINE WS WS WATER SERVICE LINE 0 WATER METER RWV 0 WATER VALVE AND BOX ^FDC AFDC FIRE DEPARTMENT CONNECTION FHA *FHA 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 COMMERCIAUINDUSTRIAL): 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. Al 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 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 Albemade 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 9 P rY P PP not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. Al bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. Al 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. Al 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. Al 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 SDP2021-00060 TAX MAP 78, PARCEL 513 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' CrossFl Charlottesville s O C a� Tractor Supply Co O O CVSQwvav n❑ Gosm Body S Saloon Z n Quarles Flee%Fuebng Rwarnt Conservatlon Alliance a O Iron WIII Gym Atloc Emergency /� Solutions. To Get A Better Haotne Int Endodontics 9 Rwe.,boch apv - Icoffee 8 s 6 ROUTE20 OAuto2one Ado Pan I.WO pNre 5b,e PIE o yes % Pantops Veterinary 'oy a`f Hospital + anmallwrnlW C McDonald SITE Q olytionN 'NroN IMi,rcrr© Flow Colllvdl Center EFxpn Q Wawa of Chadonesvale Wends o O'Reilly Aufp Panso ROUTE 250 Guadalajara _ Mho M,LL 810W 'NmN r/4MTy r© PNC Bonk Ai © ©T 02 -"" - OW OIISWgan NN1celpSrWi' a FVI Richrrtand Rd a_ Pric .'rob aPevm Shop - ' -- Virginia National Bank of Cflarlottesvllle bee eY Pam © of ChunJmemar_-_� lvedExp sUrgent Care C BMW Cd cherlotteavllle Taco Bell aWwaean umansloy Toyota m1.aaW 0 Virginia ABcO `�`°I" r® OK Nads4 Spa2 s O '\ Mercedes-Benz n Center Albemarle County of Charlottesville Pentpps Sh Wproonro man Servlee Authority Mnceaea 6Ru aelW ® O gq Virginia Land "A'Car v cy+ 0 Millennium Security Bremo Audlons O Ye 6o O F9ood Llon QSouthern Trost Senfara Q Advance Auto Pans Mortgage -Charlottesville Care Se © elno parr Brine Tuesday Morning O .IamT w.aa s+mc Albemarle Coach Dollar Tree 0 odlm nay Pov M �.. erband man me oy 'Vv,9W Group Wilton Farrn Apartment, s The SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN & LAYOUT C4 GRADING PLAN & UTILITY PLAN C5 LANDSCAPE PLAN C6 LIGHTING PLAN C7 SITE DETAILS 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 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 SDP2021-60 Comments FILE NO. COVER 21.043 C1 LEGEND E T .II r d' TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC .SIGN REMAIN o O 06 6 O 9.00' I5 E 0 0 5 O 00' dd 4 IS. d C ° EX.SIGN °o ° a 0 3R w L u� 0 �n � a G Z v L0� 0 �m a. o a 2 7.2' B ra SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0 v M.S M Y Li . No. 83 S'ZSIZZ FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS 0 LO Lu ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 Lu � REVISION: 0 1.2022.04.13 SDP2021-60 Comments w Z �0 2.2022.05.25 SDP2021-60 Comments Nd 0� F-Z 0 H 0 10 It FILE NO. 21.043 .I, SITE PLAN & LAYOUT C3 I� ASPHALT rn/ r °' TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA D8 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC 1104111111 MIA 6.- 3 a 12 / a \ \ x9202 7 0 33% \ a \ 9232 I 9232 232 77s\ do �C S S;CQN:C F�i1 A I 05 wS ° 9770 92 is .% I 0 z91 91) g2 35 9292429 n215 ()I52 , I 1.11 AC x 1.14% I 1.14% J EX.SIGIN I ° 5.18% New Lateral 3.27% 3.0% I (� FLUSH CURB Inv in: f390.00 \ PAVEMENT USH HIGH 3" 91 I PP 2.0% 92 50 4 Go 3.51 % 00 70 00 42 G LL b a x88 x88 9 �pe� x 9066 91 91 9J92 �o NEW DI-7 a o n �5 o ti TOP:391.52 I co b 5.0% FFE 392.42 I I INVOUT:387.52 (.0J e , E X CON CR E'bTE-, b . 8" HDPE ROOFDRAIN 45' BENDIF IQ V5 \ � b y o'. 22 , b 88 F 45° BEND I °. 89 0 00 5.98% 1 00 x9 70 2 00 x92 42 \ \ .O rn U IGN 1 REMAIN I\390 6 Nilr 9074 1-90 G 15 E x 8� \ 5 5 8� \ 3.73% _ 89 DO 00 / ° / \ 60 \ 9242 x93°\ 92 o' 0 04 ui SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM It No.-4 S'25 Y 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 SDP2021-60 Comments 91111110161 GRADING PLAN PLAN 21.043 & UTILITY C4 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 3 \ \ QUIRED. SITE AREA: 0.71 30,928 SF x 10% CANOPY REQUIRED CANOPY PROVIDED: \ 4,297 SF = 6,628 SF ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) — 35' O.C. WITH INTERSPERSED ORNAMENTAL TREES, 80 LF OF FRONTAGE REQUIRED: 2 LARGE SHADE TREES PROVIDED: 3 LARGE SHADE TREES W/ 2 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 1 LARGE OR MEDIUM SHADE TREE PER 1,nPARKING SPACES 11,277 SF x 5% = 564 SF REQUIRED: 564 SF PROVIDED: 984 SF a 11 PARKING SPACES PROVIDE REQUIRED: 1 LARGE SHADE T PROVIDED: 2 LARGE SHADE T 3 ORNAMENTAL:v EES NOTES: N� 1. All site plantings of trees and shrubs shall be ar' o reach, and be maintained at, mature height; the topping of,tYees is prohibited. Shrubs and trees shall be pruned minimally and Jo support the overall health of the plant. 2. All landscaping and screening shall be mdi a healthy condition by the current owner or prop ervy�vv ` association and (DOreplaced when necessary. Replacement mate �rtrt ` II' comply with the\ approved landscape plan. 3. All new planting shown on the plan will be completed after building (3) MP and road construction to avoid tree planting damage. (2) RC 4. All disturbed slopes 3:1 or steeper to have low� maintenance ground cover. vv — 5. Any existing tree proposed to remain shall be replaced in kind if:�vv`�v v negatively impacted by improvements associated t� this proiec (6) MP PROPOSED LANDSCAPE SCHEDULE Total Can Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF O^�, Large Deciduous Tree Ulmus americana cvs. American Elm 3.5" 3 25 397 1191 Lar e Deciduous Tree g Gleditsia triacanthos inermis Thornless Honeylocust 2.5" 2 31 424 848 0 Ornamental Tree Corpus florida Cherokee Princess 6-8' Ht. 2 17 124 248 'Cherokee Princess' Dogwood OOrnamental Tree Corpus Kouso Kousa Dogwood 6-8' Ht. 1 17 124 124 ryr] Ornamental Tree Magnolia stellato Star Magnolia 6-8' Ht. 2 12 49 98 0 Broadleaved Evergreen Ilex glabra Inkberry Holly 2' Ht. 58 6 23 1334 Shrub tJ 0 Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 27 5 14 378 Shrub O Broadleaved Evergreen Rhododendron Rhododendron 24 Ht. 18 4 13 — Shrub catawbiense catawba / Deciduous Shrub Fothergilla gardenii Dwarf Fothergillo 12 " Ht. 6 2 3 — v;v�r sr \ \ \ �raraL v s� 4resco I ite LTC-4RDW 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 • 2700K-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 dimming protocol options including 0-1OV, DALI, DMX, Forward Phase and Ecosystem 0 00-us (Select Models) CONTROLTECHNOLOGY N,� 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 from 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 pixelatlon 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: LITEISTRY" RELATED PRODUCTS 8 LTC-3RDW 8 LTC-3RDWPH SDectraSvnc PowerHUBB 8 3" LITEISTRY 8 4" LITEISTRY 8 6" LITEISTRY Family Family Family ELECTRICAL • Chipon-board (COB) LED with 2 SDCM • Multiple CCTs, 80+or 90+CRI • Long LED life: 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 Ecosystem options INSTALLATION • Light Englne/Tdm 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 PCQ allow field selectable conduit entry (up to 40 901 (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 avallable (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 6/62020. See BUY American Solutions. WARRANTY • 5year warranty • See HLI Standard Wanantv for additional information KEY DATA Lumen Range 600-4000 Wattage Range 8-52 Efficacy Range (LPW) 9D-99e Reported Life (Hours) L90 / 55 000 Input Current(mA) 67-433020V) page VU Rea 05/" 0 2021 Prasmlite, a division of Hubbell LlgfNng, Inc, Speclflcagons subject to change wehout notice. LTC400101F 701 MillenniumBW•GreenMlM, SC 2907/ Tel 864.678.100/Webskew cprescol°e.com Date: Project: Type: Astro 1 & 2 Order Code: Customer: AST 1 Qty: AST 2 AST2 R1 1 5G105 - 0 (3000F - 18' (20' - BL Pole Order Code: - - - - T30 Series Height Finish Options HUBBELL Lighting selux AST2 Series AST1 AST2 AstroI Astro2 R1 Optics R1 R2 R3 R3W R4 R5R R5S R5Q Type Type 11 Type III (Wide) TypelV (Round) (Square) (Rectangular) Type III Type V Type V Type V 1 Mounting 1 1A 2 W Single Single Arm Double Ann Wall Mount Mount Mount 5G105 Light Engine 'eased on Rldortdbu[ion ot30ooKCCT 332WW//3540441m 49W530 50471m 64W703361m 95W/87401m 11211W140 /110301m 30 3000K CCT 2700K '2R1oKand7000Krwed 3 00K 4 00K 'For other CCi pleaseseco consnwk factory 18'(20'height) Power Cord 8 10 12 14 16 18 XX 'Forl mounting usethepoleheight•2'. Length 8' 10, 12' 14' 16 18, XXr For or 2 mounting use the pole Might H' BL Finish WH BK BL BZ SV SP' 'Oaromcoroom'e.i.Si4 white Block Semi -Matte Bronze Silver Specify Premium Color pi'OJe Cassuer uxy Black Voltage UNV 120 240 277 347z3 4802.3 snot availablewM HLiaapdan 120-27N 120V 240V 27N 34N 480V Stepdowntom rmerpoddedwidi 53350mM53S301igMengine.. Options DM6 HL305A HL505.6 ROR4 ROL4 HS° TLR6 TLRP6 4A5rinnly Dimming Hi-Lo HI-Lo Rotate Rotate House Side 7-pin NEMA Twist Lack 1120y240y,2M.nly (0-10V) Switching Switching Optics Optics Shield(1a0") socket Photocell •DM, HLXX, ornk only. cannot M combined. Low Output Low Output MgIm(90") Left (90") 10nlyovallablew11h 0003040/1]N. 30% 50% consult factory for 2DWW1460V ° see page 9 far fu 1 details of GFG TLRLL6 REC° REC28 REC38 REC4° M57 (Ground Fault Oralt lnbmgtbn) Twist Lock 12DV 1SA 120V 15A 120V 15A 120V 15A duplex Motion Lnsor protected masp s. RFa3 aiM REL4 ro9uiro exromd GFCI Receptacle GFG GFCI du lez re- p retie aria with Pt IMeets TRIe24Requiremeats) protected branch droits. 7-Pin with protected protected ceptaclewith USB charge See page 3 for order code 'Type I, II, III, and Monly Lutron duplex duplex USB charge poimz. Limelight receptacle. receptacle. points. With Sensor with With With lockable weatherproof lockable weatherproof weatherproof rave1 weatherproof rove, cover. core, 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 o A 10 PRESCOLITE LTC-4RD-P-15L35K8XW-DM1-S-BL lumens, 3000K, 80+CRI, Extra Wide, 3000K, 80+CRI LED LTC-4RD-P-15L35K8XW-DM1-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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"50.5 +0 +0.3 +0.2 +0.2 . +0.1 +0.1 +0.1 +0.0 + .0 +0. + .0 +0.0 +0.0 +0.0 + 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 0.6 1 1.7 2.3 1.6 2.8 4.6 4.6 3.6 2.6 1.5 1.0 0.7 q.4 0.3 0.3 0 0.1 0.1 0.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 +0.0 0.0 +0.0 +0.0 +0. 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +OH' +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.2 +0.2 +0.3 ey5 0.8 A 5 +2.4 +3.4 +2.5 +3.5 +5.8 +6.1 +4.8 +3.8 +2.4 +1.6 +1.1 +1 0 + . 0.5 +0.3 02 +0.2 +0.1 +0.1 +0.1 + .1 +0.0 +0. +00 + .0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0. 0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+-I I_ +0.0+0.0+0.1 +0.1 +0.1 +0.1 +0.2+0.3+0.4 +0.6 0.9 2.8 3.2 2.7 +3.7 +6.6 +7.4 +6.2 +5.2 +3.4 +2.2 + 1.9 + 1 5 + 1.0 +0. 50.5 03+0.2+0.2+0.1 +0.1 +.1 +0.0+0.0+0 +.0+0.0+0.0+0.0+ IIJJu B-6 @ 20' 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 5 0.7 1.0 1.9 3.1 4.0 2 4.1 6.9 7.9 7.3 6.5 4.4 3.1 3.1 3 1.4 1.0 0 0.3 0.2 0.1 0.1 1 0.1 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + .5 + + + + + + + + + + + + + + + + + + + + + +0.0 +0 + + + + +0.0+0.0+0.0+0.0+0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+�0+0.0+.0+0.1 +0.1 +0.1 +0.2+0.2+0.4 +0.5+0.8 1.1 1.8+3.2+4.7+3.5+4.5+6.6+7.6+8.0+7.6+5.5+3.9+4.5+ 1 +2.0+1.3+0.8 5 +0.3 +0.2 +0.2 +0.1 +.1 0. 0+0.0+0.0+0.0+0.0+ 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 4 0.7 1.0 1.3 2.0 3.4 8 4.0 4.5 5.9 6.7 7.9 8.3 6.3 3.6 4.8 3 2.5 1.7 1.0 0 0.4 0.3 0.2 0.1 01 0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5 420, + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0 5 0.9 1.4 1.9 1.8 3. 5.3 5.1 4.7 5.0 5.4 7.1 8.2 7.6 3 5.9 3.9 3.0 2.1 1.3 0 8 0 3 0 2 0 1 0.1 0 1 0 0 0 0 0 0 0 0 0 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 J +0.0 +0.1 +0.1 +0.1 +0.2 +0.2 +0. +0.7 +1.1 +1.8 2.7 2.5 .5 +5.8 +5.9 +4.6 +4.1 +4.3 +5.8 +7.6 +7.9 +7.1 5.4 +3.8 +3.7 +2.6 +1.6 0 9 + . - +0.3 +0.2 0 + .1 +0.1 +0.1 +0. +0.0 +0.0 +0.0 +0.0 + +0.0+0.0+0.0+0.0+.+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+J. +0.0 +0.1 +0.1 +0.1 +0.2+0.3+ . +0.7+1.3+2.2+3.0 3.0+2.9+6.0+6.4+4.7+3.6+3.3+4.6+6.6+7.8+7.4+ +3.0+3.9+2.5+1.8 1 0 + .540.4+0.2 .2 .1 +0.1 +0.1 +0.0+0.0+0.0+0.0+0.0+ B-4 @ 20' B-3 @ 20' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.1 0.1 0.1 0.2 0.3 4 0.7 1.3 2.2 2.3 3. 2.1 5.8 6.4 4.6 3.1 2.6 3.4 5.4 7.2 7.2 4.6 2.3 3.0 2.4 1.8 .10 0 6 0 4 2 1 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +0.2 + +0.1 +0.1 + +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 + . +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 J +0.0 +0.1 +0.1 +0.1 +0.2 +0.2 +0 4 +0.6 +1.1 +1.8 +2.8 3. +6.3 +5.4 +8.1 +5.7 +3.6 +4.3 +2.9 +5.9 +6.1 +6.3 +4A .7 +3.2 +2.4 +1.5 09 + .5 +0.3 +0.2 .1 .1 +0.1 +0.1 +0.0 0.0 +0.0 +0.0 +0.0 + .5 5 +0.0 +0.0 +0.0 +0.0 + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 �. +0.0 +0.1 +0.1 +0.1 +02 +0.2 +o. +0.5 +0.9 +1.4 +1.9 6. 16.1+9.6 +18.8+15.6+12.9+15.8+10 +17.6+ 0 +5.3 +3.6 .2 +2.1 +1.7 +1.2 0 7 0.5 +0.3 +0.2 .1 .1 +0.1 +0.1 +0.0 + .0 +0.0 +0.0 +0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 o.1 02 o.3 4 0.7 0.9 1.3 2. A-10 @ 8' A-9 @ 8' A-8 @ 8' A-7 @ 8' 2 3.1 8 1.3 1.1 0.9 0 0.4 0.3 0.2 .1 1 0.1 0.1 0.0 0 0.0 0.0 0.0 + + + + + + + + + + + + + + t t t t t t t t t t + t + + t + __+ + + + + + + + + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0. +0.0 +0.1 +0.1 +0.1 +0.1 +02 +0.3 +0. 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HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ` , 0 0 U M. Li . No. 83 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 SDP2021-60 Comments 9110161 LIGHTING PLAN 21.043 umf �y IP66 Me llo 0 Selux Corporation®2021,T845-a34-1400, 800-735-a927, Fa45-8344401, www.selux.us Pagel of 13 In a cominuing 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. 072021) alter the function of the product. Specification sheets found at www.setux.us arc the most recent versions and superoede all other printed or electronic versions. AST -SS v2.1 20 0 20 40 .0 C6 400 395 390 385 37850 309+80 10+00 10+50 11 +00 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 4 STORM SEWER Al TO A3 C% Scale: HORIZ:1:30 VERT:1:10 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 SET TRUNK PLUMB, SEE C L 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. .. ..... ... i10. is�„cxd ROUND TOPPED SOIL BERM + T`��" � 4° HIGHH X 8° WIDE ABOVE -- ROOT BALL SURFACE SHALL 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING BE CONSTRUCTED AROUND """ - CONTACT LANDSCAPE ARCHITECT, THE ROOT BALL. BERM 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. SHALL BEGIN ROOT BALL PERRIPHERY. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. � 11+50 1 )SHRUB PLANTING - SECTION C7 Not To Scale TAKESPANTOPS LD-264 Sto1muamr6nld Computations Irke. av Gcdeo"ty sz32des O* �` i3 " p 'n¢ S �5ti1 a tf+1W.V/.0J9 2 S 5 6 8 II D D 14 13 16 ❑ 2D 21 22 H rdA3 J0.49O.000 D1-7 DO 0.19 065 0.12 4.00 4M 0.015 0.033 0.017 0.000 0.10d8E 65 Od0 0.14 603 Al SDI-31 SDI-3a 031 063 0.37 6.00 o.TB 0.013 amJO 0.037 0000 2.63 0.933 O.Om 65 L27 0.000 12T 292 1,147 100.056 127 aM MIN 390 385 33780 12+00 5 LD-204 STORMWATER INLET COMPUTATION Not Scale TAKE 5 PANTOPS LD-229 STORM DRAIN DESIGN COMPUTATIONS From To Catch. Runoff Inc Acenm ToC Total Total lip Da Pipe Inv Pipe Pipe Velocity Flow time Point Point Area Coef AC AC Intensity Flow db invert Invert Length Sloe Diameter Capacity Inc (ac) (min) (in/hr) El El (R) % (n) (cfs) (ftIs) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A3 A2 0.19 0.65 0.12 0.12 5.00 5.17 0.64 387.52 386.60 46.10 2.009% 15 9.897 4.537 0.06 A2 Al 0.19 - - 0.12 5.06 5.16 063 386.40 382.00 137.71 3.20% 15 12S19 5.327 0.05 At A I lA 031 1 063 1 020 1 032 1 5.05 911 5.16 1 1.64 381.80 1 381.22 82.75 1 0.701/6 1 15 1 5.855 1 4.093 0.06 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. - l� RESERVED PARKING 4" 1s 2 2C 2c 6 1s 2s t2 117-8 NO PARKING LEGEND- GREEN (REMDREFL), WHITE SYMBOL ON BLUE(REMOREFL) BACKGROUND - WHITE (RETROREFL) 'Reduce spacing 50%. "See page 631. "See page 6-2 for arrow design. I 3X ROOTBALL DIAMETER DIM. 2 TREE PLANTING DETAIL C7 Not To Scale nf+w vNIS�.wLL a7-00 WWN�m1E A 6 C 0 E i 6 Y J 1 L 12 a Am C1 16 Is A 10 16n 3® Is IB R IDS 4'Jf am En 1 1so 2403 5191 LS Pxlmm~WDR 6nfcrux6t6mrAn0x mtwle 1E2000 -GRUN IRF1RORfRfCINE)9R E ACC MORS'. tf6f111 -wxaf wtsixwt LTNEI BY.TJHWp-11111E (RfiR011fRECIREI aMn6R51M-RWE IRfnNnRfCwn 5 HC PARKING SIGNAGE C7 NOT TO SCALE " X 6" BOLLARD CMU STRUCTURE 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 6e ° D;! 'D • ..... ` D 8' TALL CMU DUMPSTER ENCLOSURE CLAD IN GLEN-GERY THIN BRICK "FELDHAUS e D. 800 CLASSIC GRAY SMOOTH" WITH WORKRITE MORTAR IN "WR-2055 GRAVEL" f f D D � a D 6 c:_ ., 4" X 4" STEEL COLUMNS FOR GATES D Dtr' T. HORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED SHERWIN 8TALL CMU DUMPSTER ENCLOSURE CLAD IN A, D WILLIAMS 9175 "DEEP FOREST BROWN" GLEN-GERY THIN BRICK "FELDHAUS 800 D TO MATCH BUILDING TRIM AND CLASSIC GRAY SMOOTH" WITH WORKRITE INSTALLED ON STEEL POST HINGES MORTAR IN "WR-2055 GRAVEL" D 4' X 4' STEEL COLUMNS FOR GATES - - D° ' ORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED SHERWIN WILLIAMS 9175 ° "DEEP FOREST BROWN" TO MATCH CON CCRETEPAD BUILDING TRIM AND INSTALLED ON 1.6xd .' . . 2'.6 8' D. .° ° e D STEEL POST HINGES ° 2" X 4" RAIL (TYP) 9 °o CONCRETE PAD D 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 3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4: 1) to 50% (2: 1 Not To Scale 'a n 4 ed A. 00O 0O 0O 0O 0O 0O 0O0 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE II II II II II II II II I1- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED b \TYPICAL SIDEWALK SECTION C7 ) NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 000000000000000000c)0000 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE i' 0311PRESSICM . 3P, Y/LF RPE CWP�RC 90 aR Km mYAL 0 r T6PL x a m m iA RE c' L ERACRm R DU Df L 5 3R PbPL ffACU1V1 A.q tledW1PJ 9AN[ES M Fa4 0R SEEP 9 s,' nL _ O W Nu swEAro mnNCE Y DUAL SERVICE 7. I" GCWr�9P, . 3/1' NMIE PrE CWILW' FP +YPRO'1p tW N r rwe Tr 5(Ir CW.m Q FOR IEE M 0MCNm 9Nf1E FWU _ were ROT wovcme" SINGLE SERVICE �WS! IR04 Y6 nwa® 6Rwe 1Y-t5' LOCNwM1G ,.ate 9ALL P4E Bm 36' wN ¢TIER ye iM:NL <6i rune p s YEILY [tllPnYATd sroP •'' ^' � '.�•� '`.•A JR'` ND'ESUYY an"vY.m , 10RE xlrr",p'Dol iwI(' Sty fix -win yn n : [ARC 11° wnww mam65J Kn„ _,',y",6En'T TKc RW cPwF+rt TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG_ W-6A 1C0 DUo PLS� o eRcooPIATD wIDETAIL ARCH DETAILS (a)TYPICAL SERVICE LATERAL INSTALLATION C7 NOT TO SCALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. CHARLOTTESVILLE VA, 22902 IJ No.-4 S'25 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM Mp Y 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 SDP2021-60 Comments 911111IN►[6l SITE DETAILS 21.043 C7