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HomeMy WebLinkAboutARB202100109 Plan - Submittal (First) 2021-09-07 (2)INITIAL SITE DEVELOPMENT PLAN LEGEND EXISTING NEW DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE _ ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT 10 U PARKING COUNT TOPOGRAPHY INDEX CONTOUR - - - - - - - - INTERVAL CONTOUR 311.5 x >2m SPOT ELEVATION 311.5 TC x- TOP OF CURB ELEVATION 311.5 TW x >2- TOP OF WALL ELEVATION 311.5 BW x >2� BOTTOM OF WALL ELEVATION - ... _ ... - STREAM - - STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING 0 WETLAND TREELINE X X FENCE UTILITY UTILITY POLE m m GUY WIRE CHu 0Hu OVERHEAD UTILITY ucu ucu UNDERGROUND UTILITY STORM STORM MANHOLE q q DROP INLET STORM SEWER ® ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN S S SANITARY SEWER LATERAL WATER W W WATER LINE 0 0 WATER METER 0 0 WATER METER VAULT ■�. at FIRE HYDRANT A A FIRE DEPARTMENT CONNECTION GAS 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. OWNER Pantops Corner LC C/O Henry Liscio Company 12704 Crimson Court Henrico, VA 23233-7657 DEVELOPER A.B. Cox Company, LLC 3201 Trevor Street, Suite 200 Nashville, Tennessee 37209 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 Roger W. Ray & Associates, Inc. on March 23, 2018. by Roger W. Ray & Associates, Inc. on March 23, 2018. Topography provided by: Approved SDP2019-63 Pantops Corner Self -Storage 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 DOT . This Ian as drawn may not accurate) reflect the requirements of the 9 P N ) P Y Y q 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 TAKE 5 PANTOPS SIGNS All signs and pavement shall conform wrath 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 virill 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 At 17.1-09. 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 513 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' i:N,.-n Quarles Flee%Fueling os 9Rivanna Conservetlon Alliance a CrossFit Charloeesville Q 4 +q Q O Iron Will Gym a� f Attic Emergency // O Solutions, Tractor Supply Co on,-,, 0 CVSSQ AalpZone Ad wV mmvmsrort I,. M.in,l�ao Gosm Body 5 Saloon Z To Get A Seller Hainne ,nt Endodontics o Pan 8 ;' Pantops Veterinary m+a Cl Hospital ary ilvapia� "�qoa lhverblmh a'^v - ICoffee 8 © Q s ROUTE 20 Wilton Fit" Apartment, s� The r-� McDonald SITE Q pi"°""°' iTMN IMi,rcrr Flow Collivdl Center 0 Exxon Q Wawa of Chadonesvdle ROUTE 250 y sg O Wend 's 0 O�RellyAop Panso Guadalajara tw„s,� nx amw PNC Bank Ai 'x,oNwimmrSTmP¢al Sr 3Gell Flow Yajkswagen _ Richmnd Rd - Pnc ;'Fob sPam Shop o j' MedExpress lhgent Care o - BMW 01 Cherlptteaville Taco Bell auwnean Umansky ToEeeM yota fppin _ Virginia ABCO a....,,® QKNeda4 Spa Y Q Mercedes-Benz Shopping Center Albemarle County of Charlollesvllle Pantops Shopp Sing Came Service Authority ® O g'q Virginia Land 'ACar Q cy+ Q Millennium Security Bremo Audions Q xre 6o O F9ood Lion QSoWhern Trust Santana Q v Advance Auto Parls Mortgage-Chadottesmile Care Se x,no parr siine Tuesday MorningQ nomapkaa rime Albemarle Coach DPhar Tree odrm aa. .slYoaPoverband Q �7��� 4W Group la,ea �[.�a'r man 0 sa, IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX C1 COVER C2 EXISTING CONDITIONS HI SMP C3 SITE PLAN ENGINEERING2. CY LANDSCAPE PLAN LAND PLANNING - PROJECT MANAGEMENT C5 LIGHTING PLAN 912 E. HIGH ST. 434.227.5140 C6 SITE DETAILS CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f NLTH pF o� f�JS�� U NSTT moo. HIMP a If 45183 INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] FILE NO. COVER 21.043 C1 "�qoa lhverblmh a'^v - ICoffee 8 © Q s ROUTE 20 Wilton Fit" Apartment, s� The r-� McDonald SITE Q pi"°""°' iTMN IMi,rcrr Flow Collivdl Center 0 Exxon Q Wawa of Chadonesvdle ROUTE 250 y sg O Wend 's 0 O�RellyAop Panso Guadalajara tw„s,� nx amw PNC Bank Ai 'x,oNwimmrSTmP¢al Sr 3Gell Flow Yajkswagen _ Richmnd Rd - Pnc ;'Fob sPam Shop o j' MedExpress lhgent Care o - BMW 01 Cherlptteaville Taco Bell auwnean Umansky ToEeeM yota fppin _ Virginia ABCO a....,,® QKNeda4 Spa Y Q Mercedes-Benz Shopping Center Albemarle County of Charlollesvllle Pantops Shopp Sing Came Service Authority ® O g'q Virginia Land 'ACar Q cy+ Q Millennium Security Bremo Audions Q xre 6o O F9ood Lion QSoWhern Trust Santana Q v Advance Auto Parls Mortgage-Chadottesmile Care Se x,no parr siine Tuesday MorningQ nomapkaa rime Albemarle Coach DPhar Tree odrm aa. .slYoaPoverband Q �7��� 4W Group la,ea �[.�a'r man 0 sa, IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX C1 COVER C2 EXISTING CONDITIONS HI SMP C3 SITE PLAN ENGINEERING2. CY LANDSCAPE PLAN LAND PLANNING - PROJECT MANAGEMENT C5 LIGHTING PLAN 912 E. HIGH ST. 434.227.5140 C6 SITE DETAILS CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM f NLTH pF o� f�JS�� U NSTT moo. HIMP a If 45183 INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] FILE NO. COVER 21.043 C1 f NLTH pF o� f�JS�� U NSTT moo. HIMP a If 45183 INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] FILE NO. COVER 21.043 C1 3 96� ' STREET SIGN \ C \ / d TMP 78-5A \ / 000 20' PRIVATE DRAINAGE EASEMENT REBKEE PARTNERS PANTOPS LLC C/0 WAWA DB 5246 PG 159 & 160 IDS 5318 PG 355 - ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL / \ 1.77 AC I / a. 0 N 0 / y M ja 00 i Z a — — _ — — — — — — — — — APPROX. LOCATION — 17' UTILITY ESMT FOR b N VEPCO & ACSA (DB 1129 � o a HWY.PP26& B.XP - - d 89-93) b 0] 8" SLEEVES FOR FUTURE — BOLLARD. 12" DEEP,- EDGE OF SLEEVE 12" OFF CURB U I I Q m a d N J o 1 — — — —390- _ I \ 1 1 � \ I o av v w 1 d TMP 78 5F 1 PANTOPS LC C/O HENRY LISCIO COMPANY dI. z DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: 1 0.70MMERCIAL 5 AC I 4, ,;- 1 �a 1 \ 10 0 20 30 1 ------- -- I 1 1 \ \ Scale: 1"= 7(y P • I SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o_, �O to Jusx11P a ]L 45183 11 K' SIONAL E�mlyoo �� INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] 9Ima►[el 21.043 EXISTING CONDITIONS C 2 C SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 7�p,LTH o�� 1�x U JUSHI1P a IT 45183 K' SIONAL E�Ole INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] 91ma►[el SITE PLAN 21.043 C3 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% CANOPY REQUIRED. SITE AREA: 0.71 AC (30,928 SF) 30,928 SF x 10% = 3,093 SF CANOPY REQUIRED: 4,123 SF CANOPY PROVIDED: 2,331 SF (EXISTING) + 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 Qpnvinr-n• 7 1 ADCC CI-IAnF TDCCC W / ') nDNIAAAC51TA1 EXISTING LANDSCAPE SCHEDULE Plant Quantity Total CanopyCanopy Symbol y Planting Type Botanical Name Common Name on TMP Height(ft) SF on TMP 78-5B in 10 Yrs 78-513 yljy Large Deciduous Tree Gymnoclodus dioicus Kentucky Coffee 2 35 570 1140 O Large Deciduous Tree Ulmus americona cvs. American Elm 3 25 397 1191 I 3 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH o�� 1�x U JUSHI1P a IT 45183 K' SIONAL E�Ole INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] 9110161 LANDSCAPE PLAN 21.043 C4 qprescohte LTC-4RDW LITEISTRY 4" ROUND CYLINDER FEATURES DATE: I LOCATION: LITEISTRY- • 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 50° 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-IOl DALI, DMX, .cs �cs ..► Forward Phase and Ecosystem O CcipUS (Select Models) CONTROLTECHNOLOGY NNDISTRIBUTED INTELLIGENCE SPECIFICATIONS RELATED PRODUCTS 8 LTC-3RDW 8 LTC-3RDWPH Spectrasvnc PowerHUBB 8 3" LITEISTRY 8 4" LITEISTRY 8 6" LITEISTRY Family Family Family CONSTRUCTION ELECTRICAL CERTIFICATIONS • Seamless heavy gauge aluminum cylinder • Chip -on -board (COB) LED with 2 SDCM • cCSAus certified to ILL 1598 body with a clean appearance . Multiple CCTs, 80+or 90+CRI • Wall Mount up to 30L (except CC and PCC): • Available In Surface (S), Wall (W), Pendant (P), . Long LED life: L90 at 55,000 (TM-21) Suitable for wet locations or Cable/Cord (CM) mounting types . Pendant Mount up to 30L (except CC or PCC): • Canopy options Include Condult Canopy (CC), •Universal voltage 120V-277V driver. Suitable for wet locations under covered Power Canopy (PC), Power Conduit Canopy 347V optional ceiling (PCC), or Recessed Mount Driver (RMD), (See • UL Class 2, inherent short circuit and overload Surface, Cable/Cord Mount, all Wall Wash, and Dimensions section for details) protection, ROHS compliant all 35L-40L and all CC and PCC: Suitable for • For S, P, or CM mounting with CC or PCC • Flicker free 0-10V dimming with 1%or damp locations canopy options, use 4" octagonal junction box <1% performance .This product qualifies as a'designated (by others) . DALI, DMX, and Lutron Forward Phase and country construction material" per FAR • All Wall Mount: Die cast aluminum mounting Ecosystem options 52.225-11 Buy American -Construction. arm allows direct mounting to standard 4' Materials under Trade Agreements effective octagonal or squarejunction box INSTALLATION 6/6n02O. See Buy American Solutions. • Light Enginef Prim assembly Is mechanically • Pendant Mount canopy options allow sloped secured with torsion springs for ease of WARRANTY ceiling up to 35' (5' for RMD) Installation . 5 year warranty • Select from 4 standard architectural palmed . A quick connect is provided for easy • See HU Standard Warranty for finishes, Brushed Aluminum, or specified maintenance or upgrade additional information custom color • Recessed Mount Driver (RMD) is accessible OPTICS from above or below ceiling; assembly • Visually pleasing 50• cutoff to source and mounts with 1/4-20 threaded rod (by others) source Image and requires 6" plenum clearance • The light distribution Is free of distracting • Conduit Canopy options (CC or PCC) allow bright spots or pixelation and the perimeter field selectable conduit entry (up to 40 901 has a smooth transition (See Dimensions section) KEY[ • Optical grade silicone lens Integrel to light • Conduit Canopies utilize a patent pending Lumen Range 600-4000 engine mounting yoke to secure cylinder to the ceiling surface Wattage Range 8-52 • High purity spun aluminum reflector, self -flanged • Cable/Cord can be cut in the field to custom Efficacy Range (LPW) 90-99' • Large selection of anodized finishes length Reported Life (Hours) L90 />55,000 and colors • Standard and Custom Pendant lengths Input Current (mA) 67-033 (120V) available (specify when ordering) l P tiY 9) • Painted cones and flange options available Page 1/17 Rev. O8AV21 a 2021 Prescalhe, a dMsion of Hubbell LIgINng. Inc Sp ralgcetions subject to change without notice. LTC-91RDW 701 Millennium BW- Grea lla,SC 296071 Tel 864.678..1=/ Weturte www.presicafte.wm Date: Project: Type: Astro 1 & 2 Customer: AST 1 Qty: AST 2 „. HUBBELL Lighting Order Code: AST2 - R1 - 1 - 5G105 - D (300011 - 18' (20' - Ell - Pole Order Code: - - - - T30 Series Height Finish Options selux AST2 Series AST1 AST2 Astro 1 Astro 2 R1 Optics R1 R2 R3 R3W R4 R5R R5S R5G Type Type 11 Type III (wide) Type IV (Round) (Square) (Rectangular) Type III Type V Type V Type V 1 Mounting 1 1A 2 W Single Singk Arm Double Arm Wall Mount Mount Mount 5G105 me Light En 9 g 5G350 5G530 5G700 5G105 SG140 •Based an In contribution at 3000KM 32W/34441m 49W/50471m 64W/63361m 95W/87401m 121WA10301m 30 300 CCT 12700K.rM3000KIMapproved 2700K 3000K400K 'For For other CCi pleau w nwk factory 18'(20'height) Power Cord 8 10 12 14 16 18 XX 'For l mounting useme pole height d'. Length 8' 10, 12' 14' 16' 18, XX' For lA or 2 mounting usethe pole height H' BL Finish WH BK BL BZ SV SP' white Black semi -Matte Bronze Silver Specify Premium Color Pk. corl tbot Black Voltage UNV 120 240 277 3472.3 480z3 2 Not trial with HLxx option 120-277V 120V 240V 277V 347V 480V s Step down transformer provided with s O and BG530 Ill eagines. Options DM6 HL30s•6 HLS03.6 ROR4 ROL4 HSG TLR6 TLRP6 'ASTI only Dimming Hi-Lo HI-Lo Rotate Rotate House Side 7-pin NEVA Twist Lack IVW.. 24W,, zrini (0-lov) Switching Switching Optics Optics Shield(180-1 socket Photocell ^DM,HLXX, or RA, only. Cannot be combined. Low Output Law Output Right(90c) Left(900) 20oly available with 120/i!M402 .. 30% 50% Consult factory for 208/347/480V full d turic "(Gr afortuudetnns ar GFCI TLRLL6 REC6 REC26 REC3° RECO M57 and optical (Ground Fault Twist Lock 120V 15A 12VV 15A 120V 15A 120V 15A duplex Motion amsar protected receptacles. RE63and HCalbranch qulreexternal GFLI Receptacle GFCI GFCI duplex, recepmdewith Meets TRIe24Reuirements ( 9 ) protected branch drwits. 7-Pin with protected P P rotected pta ce da with U58 chit e r9 See page 3 for order code °Type I. II, III, orxl IV only Wtran duplex duplex USBcharge points. Limelight receptace. receptacle. points. who Sensor With With with lockable weatherproof lockable weatherproof weatherproof cove, weatherproof C., cove, swan. VlBy.T IP66 ME ="D S•lux Corporation®2021,T845-834-140, 800-735-B927, F845-834-1401, www.selux.u• Pagel of 13 In a continuing short to offer the best product possible, we reserve the right to change, without notice, specifications or materials thrrt in our opinion will mat (Rev. 072021) alter the function of the product. specification sheets found at www.selux.us are the most recent versions and supersede 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 o A 10 PRESCOLITE LTC-4RD-P-15L35K8XW-DMI-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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HIGH ST. 434.227.5140 CHARLOTTESALLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ALTH o_,� �O 14W U JUSx11P a tie. 45183 ✓�i1'SIONAL E�O� INITIAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION 2021.07.06 [INITIAL SDP] REVISION: 2021.08.23 [ARB] 2021.09.07 [ARB] FILE NO. 21.043 LIGHTING PLAN C5 6" - 3,000 PSI CONCRETE AT 28 DAYS OR STRONGER. 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED WIRE REINFORCING OR 00000P-91000°00000°0° #4 BARS AT12" O.C. 3 TYPICAL SIDEWALK SECTION 4 COMPACTED VDOT #21A C6 NOT TO SCALE —III iI II II II:'��COMPACTED SUBGRADE TO BE FIELD VERIFIED 1.5" OF SM-9.5A 2" OF BM-25 TYPICAL DUMPSTER PAD SECTION 0o0o0o0o0o0o0o� 0 0 0 0 0 0 0 6" - VDOT #21A BASESTONE 0 0 CIS NOT TO SCALE — — — — - II IIIII IIIII IIIII COMPACTED SUBGRADE F-6" X 6" BOLLARD e d. . Se dD. 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DETAILS 8' TALL CMU DUMPSTER ENCLOSURE CLAD IN GLEN-GERY THIN BRICK "FELDHAUS 800 CLASSIC GRAY SMOOTH" WITH WORKRITE MORTAR IN "WR-2055 GRAVEL" 4' X 4' STEEL COLUMNS FOR GATES ORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED SHERWIN WILLIAMS 9175 "DEEP FOREST BROWN" TO MATCH BUILDING TRIM AND INSTALLED ON STEEL POST HINGES 2" X 4" RAIL (TYP) CONCRETE PAD TYPICAL PAVEMENT SECTION (� NUI IU JUALL 375 .375 15 4eJ5' RESERVED 5' PARKING-- 4" ' 383 3815 2 2C 0 2C 6 is 25 c R7-Bi I lbA R7& ©� v.MNffiSWE 137.8 NO PARKING n c o n r 0 n a n , LEGEND— GREEN(RETROREFL), WHITE SYMBOL ON BLUE(RETROREFL)sm BACKGROUND— WHITE(RETROREFL) ne Is Is0 s l0 Inn aw u 0 le a ns ree as 20 1 Is0 zm Is *Reduce Spacing 50%. P0p1°16"""'�"i0M offi "Le"1A1N **See page 6-31. mmc Ef6aL -MEN m m I[ulu -wort Im mEu ) ftWXfAQ.N�-WInIE lflm ftEc Q B+ptMUND-RUE IRnRaanfClnn See page 6-2 far arrow design. 5 HC PARKING SIGNAGE C6 NOT TO SCALE SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. 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