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HomeMy WebLinkAboutARB202100117 Plan - Submittal (First) 2021-10-04LEGEND EXISTING NEW DESCRIPTION INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL TAX MAP 78 PARCEL 73A7 ALBEMARLE COUNTY, VIRGINIA BENCHMARK VICINITY MAPSCALE: 1"=2000' OWNER/DEVELOPER EXISTING USE SITE PROPERTY LINE WS Four LLC Vacant land Darden .�P 7owe Park - - - - ADJACENT PROPERTY LINE 3600 Pacific Avenue r� -------------- - ------------ - VACATED PROPERTY LINE Virginia Beach, VA23451 PROPOSED USE `� BUILDING SETBACK ZONING 4-Story Hotel (122 rooms) . �PA% 40 F",k4 a PARKING SETBACK PDMC - Planned Development Mixed Commercial BUILDING HEIGHT QD s ZMA199800020 (Pantops PD-MC) was approved on October21, 1998 <o FONTANA � ACCESS EASEMENT ZMA200200008 (South Pantops Office) was approved on February 12, 2003 The maximum building height is 65 feet. 1704 c ASHCROFT 10 10 PARKING COUNT Pending ZMA202000013 to allow for hotel use LAND USE SCHEDULE 1.00' � DIMENIONS EC - Entrance Corridor Steep Slopes - Managed EXISTING Area % 150 :so � � ITE 8 N PaM°P�a S Building 0 SF 0.0% +� GRADING EASEMENT SETBACKS Pavement 0 SF 0.0% - - -310- - - 10 INDEX CONTOUR Front - Minimum: 5' from R.O.W. or edge of sidewalk (if outside R.O.W.) Sidewalk 0 SF 0.0% P CONTOUR Front - Maximum: None Impervious Area 0 SF 0.0% �10 1� INTERVAL Side - Minimum: 5' Open Space 117,045SF 100.0% p+�" R%' COTTAGES/ 311.5 0 10 SPOT Side -Maximum: None Total= 117,045SF (2.687AC) 4 JEFFERSON x 311.5 TC x x 5781 TOP OF CURB ELEVATION Rear - Minimum: 20' Rear - Maximum: None PROPOSED Area % T fir, �'6 s''s HTS.CONDOS , Building 12,901 SF 11.0% �,,4 OVERLOOK 311.5 TW x 5%'v x TOP OF WALL ELEVATION MAGISTERIAL DISTRICT Pavement 40,783 SF 34.8% r' coNDos 311.5 BW x 5r eM BOTTOM OF WALL ELEVATION Rivanna Sidewalk 5,475 SF 4.7% X RETAINING WALL SOURCE OF TITLE Impervious Area 59,159 SF 50.5% �� 1m Open Space 57,886 SF 49.5/0 STAIRS DB 996 P 126 Total= 117,045SF (2.687AC) WOOLEN MILLS BUILDING DB 1485 P 406 PARKING SCHEDULE ® " Hu DB 2905 P 346 (plat) ROAD -EDGE OF PAVEMENT DB 3908 P 330 REQUIRED PARKING: ROAD- CENTERLINE SOURCE OF BOUNDARY AND TOPOGRAPHY Hotel 1 space per room x122rooms =122spaces �w ROAD -FRONT OF CURB Boundary Information is created from Plat of Record prepared by Rivanna Engineering and Surveying, PLC last PARKING PROVIDED: 119 spaces (including 4 handicap spaces) 0 ROAD BACK OF CURB revised on November 5, 2004. LiDAR two -foot contour intervals are downloaded from www.vita.virginia.gov and topographic information is downloaded from Albemarle County GIS data. SIGNS additional and zoning CG-2 STANDARD 6" CURB BENCHMARK All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. CG-6 STANDARD 6" CURB AND GUTTER A sign permit must be issued in accordance with the Albermale County Sign Regulations prior to placement of any signs CG-12 STANDARD ACCESS RAMP Datum for topography is NAVD 1988 on -site. Contractor shall provide handicap signs as shown on plan. Monticello Q SIDEWALK FLOODZONE BIKE PARKING GENERAL NOTES FEMA flood insurance rate map (community panel 51003CO287D), effective date February 4, 2005 shows this "x" 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site Map provided by Google.com PARKING SURFACE property within zone and no portion of the property within the 100-year flood plain. are based on information and data furnished to the owner and engineer by the owners of such underground facilities or CROSSWALK RESERVOIR WATERSHED others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The HANDICAP ACCESSIBLE AISLE This site is not within the South Fork Rivanna River Watershed. 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 S H E ET I N D EX HANDICAP PARKING This site is not within a watershed of a public water supply. and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the "Miss C COVER SHEET SHIMP owner. The contractor shall contact Utilities" of Virginia at 1-800-552-7001 prior to the start of work. WATER & SANITARY SERVICES 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to C2 EXISTING CONDITIONS CONCRETEIPAVEMENT-SIDEWALK This project lies within the Albemarle County Service Authority Jurisdictional area for both water and sewer. An existing protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. �Nl7�NEER�N�7 J' RIPRAP sanitary sewer line is located on the property at the rear of the site and an existing waterline is located along Richmond Road at 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that from C3 SITE PLAN LAND PLANNING - PROJECT MANAGEMENT the front of the site. the owner can make necessary arrangements to modify/protect existing structures damages. 0 ASPHALT 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted 0 GRASS GENERAL CONSTRUCTION NOTES and the Virginia Department of Transportation prior to completing any off -site work. C4 GRADING & UTILITY PLAN 912 E. HIGH Sr. 434.227.5140 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the ------- --- i EC-3 MATTING 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained start of construction. C5 LANDSCAPE PLAN CHAR1o1TF_SVR.I.E VA, 22902 [USTIN@sHM-ENGINEMG.COM ---------------------------- _._. _._._._._._., 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 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner EC-2 MATTING permit.Where any discrepancies occur the requirements of the permit shall govern. and engineer. WETLAND 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include C6 LANDSCAPE DETAILS noted. shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and TREELINE 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. C7 LIGHTING PLAN X X FENCE installed prior to any clearing, grading or other construction. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. �a p,LTH OF 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. STREAM 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. UTILITY EASEMENT acheived. 11. Retaining walls require separate building Permits. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building O v a UTILITY POLE deemed necessary in order to stabilize a drainage channel. Department from the main to the structure. JIJS HIMP } } LIGHT POLE 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ICC ANSI At 17.1-09. .45183 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole 16 0 k� OVERHEAD UTILITY 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain horizontal branch fixtures. Plumbing fixtures having flood level rims the � �-Is m (D OVERHEAD UTILITY GUY or serving such above elevation of 81 j311" ONAL MANHOLE GENERAL WATER & SEWER NOTES 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. STORM LINE 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a ROOF DRAIN proper service authority officials at the start of the work. demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact RD RD 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 VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. q � O o DRAIN INLET 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 water and sewer construction specifications as adopted by ITE Trip Generation, 10th Edition general INITIAL SITE DEVELOPMENT PLAN DRAINAGE EASEMENT the Albemarle County Service Authority. STORM DRAINAGE EASEMENT 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). Trip Generation Manual, 10th Edition AM PM OVERLOOK HOTEL Use Description ITE Q Irl out Total Irl OUt Total S S SEWER LINE 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. Business Hotel 1 312 1122 roomsl 20 1 28 1 48 1 21 1 18 1 39 S S SANITARY EASEMENT 7. All water and sewer appurtenances are to be located outside of roadside ditches. Trip generation reflects AM and PM peak hour traffic. APPROVALS W W WATER LINE 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. 0 o WATER METER 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 ev WATER VALVE AND BOX which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. ALBEMARLE COUNTY, VIRGINIA ® ® FIRE HYDRANT 12. Backflow prevention is required for all connections to the water main. Current Development Planner Date SUBMISSION: WATER EASEMENT STEEP SLOPES 2021.05.03 GAS GAS GAS LINE Preserved slopes are not present on the property. Managed slopes are shown on Date REVISION: Current Development Engineer Sheet C3 with labels showing which slopes are to be disturbed. 2021.09.20 [ARB] FIRE PREVENTION An existing ACSA fire hydrant is located on Richmond Road approximately 270 ft Architectural Review Board Date west of the site. An additional hydrant is located at the intersection of Hansen Road and Abbey Road (approximately 230 ft east of the site). Fire Official Date Date FILE NO. Building Official 19.039 Albemarle County Service Authority Date COVER Date Virginia Department of Transportation SHEET C1 of C7 C1 SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH SL. CHARLOTTF_SVUE VA, 22902 434.227.5140 r�jp,LTH pF� y G U JUSTIIHIMP a 45183 w� INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] FILE NO. 19.039 EXLSTMG CONDITIONS SHEEP C2 of C7 120 C 2 STEPPED RETAINING WALLS 6' MAX HT. OVER MANAGED SLOPES 3'R / / '2 J . 3R 13 %00 r��p,LTH pF� o G U JUSTINiviu P a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] FILE NO. SITE PLAN SHEET C3 of C7 19.039 C3 \/\ Qi A I\�/ �� t... ... .. /.. .. / i r i ONNLCTS ..... ��� ... .. . EX. SIDEbAp,LK . . / / i>� / / V' / AXhI /A '! / 1 / --� r /i, / / i v / � t ivy 1 / 1 � � x y vv N 250 v . o x I / I W X/ % // /� � /® I n v CONNECT SANITARY TO /�?' / \� 1 / r \ / \ \ I /' ✓ v / EXISTING ACSA UTILITY ` ... THROUGH ADJOINING PARCEL A — / / / ��,� / � 4 l \ \ i vvv y�i '� 7 i iv \ . J / j� / /i /� ; i I i vv v� \��� i/ / / v I 11 \\ \'� \I \ .., // \✓ / / .. 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J 13 \ .. a.. - �- a cf r��p,LTH pF� o G o J40f U JUSTINiviu P a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] FILE NO. LANDSCAPE PLAN SHEET C5 of C7 19.039 C 5 ....................................... . . .. .. .. ... ......1 LANDSCAPE SCHEDULE Plant Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF Large Deciduous Tree Quercus phellos Willow Oak 2.5" 3 31 370 1110 • Large Deciduous Tree g Ulmus americans 'Princeton' American Elm 'Princeton' 3.5" 4 25 397 1588 Large Deciduous Tree Celtis x occidentalis Hackberry 2.5" 10 30 572 5720 O Lar a Deciduous Tree g Acer rubrum "Armstrong" "Armstrong" Red 2.5" 3 30 44 132 Maple �'�y t 9 Ornamental Tree Corpus kousa Kouso Dogwood 5-8' Ht. 3 15 128 384 Ornamental Tree Corpus Florida Flowering Dogwood 6-8' Ht. 4 17 124 496 Ornamental Tree Magnolia grandiflora Southern Magnolia 6-8' Ht. 4 17 82 328 Broadleaved Evergreen Myrice ensl anica p Northern Bayberry Yb Y 24" Ht. 30 3 18 — Shrub Broodleaved Evergreen Kalmia latifolia Mountain Laurel 24" Ht. 10 6 24 240 Shrub Broadleaved Evergreen Ilex glabra Inkberry Holly 24" Ht. 47 6 24 1128 Shrub TOTAL SF: 11126 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 12% CANOPY REQUIRED. SITE AREA: 3.687 AC (160,606 SF) 160,606 SF x 10% = 16,061 SF CANOPY REQUIRED: 16,061 SF EXISTING CANOPY TO REMAIN: 11,000 SF CANOPY PROVIDED: 11,126 + 11,000 = 22,126 SF ENTRANCE CORRIDOR STREETS: LARGE SHADE TREES (2.5" CAL.) - 35' O.C. WITH INTERSPERSED ORNAMENTAL TREES, 40 LF OF FRONTAGE (LESS ENTRY TRAVELWAY) REQUIRED: 1 LARGE SHADE TREES PROVIDED: 2 LARGE SHADE TREES W/ 4 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES 40,783 SF x 5% = 2,039 SF REQUIRED: 2,039 SF PROVIDED: 2,129 SF 122 PARKING SPACES PROVIDED REQUIRED: 12 LARGE SHADE TREES PROVIDED: 13 LARGE SHADE TREES NOTES: 1. 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. 2. All landscaping and screening shall be maintained 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. 3. All new planting shown on the plan will be completed after building and road construction to avoid tree planting damage. 4. All disturbed slopes 3:1 or steeper to have low maintenance ground cover. 5. Any existing tree proposed to remain shall be replaced in kind if negatively impacted by improvements associated with this project. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH SL. CHARLOTTESVILLE VA, 22902 434.227.5140 r��p,LTH pF� o G U JUSTINJ01-u P a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] FILE NO. LANDSCAPE DETAILS 19.039 0 40 60 SHEET C6 of C7 C6 Prepare F. 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III compliant with 3000K color exceptional coverage and uniformity in device meets a minimum Category C Low bempeetureselection. distribution types 2, 3. SW FT. FTA and AM. operation (per ANSI/IEEE C62.41.2). • Title 24 Compliant we local ordinance for • Silicone optical materlal does not yellow or .High -efficacy, LEDs mounted to metal -core qualification information. crack with age and provides a typical light circuit beco rd to maximize heat dissipation • Suiable for wet locations. transmittance of 93%. IP66 rated Luminaires per IEC 60598-1. •Zero upllght • Dever Is fully encased In petting material . 3G noted Beer ANSI 036.31 high vibration for moisture resistance and complies with applicldlomapplicationsara qualified. • Available in SOOOK, 4000K and 3000K FCC standards. Driver and key electronic . IKOB awed Iumlrdare per IEC 66262 color temperatures per ANSI C78.377. Also components can easily be accessl mechanical impact code. available in phosphors ned amber with Controls • DesignUghts Cemescum•(DLC)qualified peak intensity A 610nm. product Not all versions of this product • Minimum CRI of ]0 • Optional integral passive infrared Bluetool motion and photocell sensor, may be DLC qualified. Please check the DLC Fixtureso resteinde ndentlyandcen Opalified Products List at www.desigrellghts. TYPO: Slice Medium Outdoor LED Area Light ORDERING GUIDE Backe Qu rrifts IrIIMY! 1pM rmM LiAM Par Sri® Petlmas Dumm dmbelbe n11MMene• r®a OIMm elM-RumMdiun M Ill a OL-Bilimn 2-1gn2 (Nldd-sadN(mmron) M-UI llvft. 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Number mgmwnn9(12np saddeve. °reps Pudea R,M DAm RslnoPM..24M) mmh Rd,A(4W mils r..g m Mounting ACE9mdW oamption Other Number Rmr pw Awn la. n6f wmws6 fart 4p¢am aalM Pobr4LTe'Igad RM) AWa1AlA Rmr 9NMKmp' Reed beer) fIMOeGm MM,W aamteavH ma1rA ae}mnernrrR-RSTLaO mnYcu addx.ae9werrdm(ammlr) M]prsm sea rows Me amber is uuua Poo) mamC1A hpukk Mwnr PdP amrM 150u1n Pok) mmmCLR E16T l akk Mwnr Pde avM IMEdial MmMGA WMlu.umaasw aanaxu Worn Poke a aM W Mnlmun Pk OWm o 75iRIe.1La Shielding & Mlerlli ne n s Acwmdo omwiptlan Order Number ITpla unusuakk "12 1 he lopmemkq 743414 1P LFwelN spa Dn'Paypmatlm MrLummwl nim �U.0 +.0 0.0 0.0 +.0 +0.1 +0.2 .8 +8.6 + 8 2. 0. 0.3 +0.1 0.0 +.0 0.0 +.0 + 2- +.0 +.0 +.0 +.0 +.0 +.0 +0.1 +3.7 6 11.8 +1 1 +8.3 +3.6 +1.8 +.0 +.0 0.0 +.0 + + .0 + .0 +0.1 +0.1 +0.1 + .1 + .1 7.6 + .1 +16.5 +8.5 +7.7 +5.5 2. +0. +0., + .0 .0 + .0 + .0 + +.0 0.0 0.0 +0.1 +0.2 0. +0. 2.7 +6.9 +9.1 +9.7 +14.3 +1 6 5 8.5 +0. + ., +. 0.0 0.0 +.0 + +.0 +.0 +.0 +.0 +.0 +0.1 + .4 + .6 +1.3 +0.9 +2.7 +8.6 +13. + 7.2 16. .1 +2.1 0.3 +0.1 0.0 0.0 +.0 0.0 + .5 • recagal louver (IL) and house -side shield Pe Per crgal to corm which versions are (IH) options available for Improved be commissioned via iOS or Andmid FoolKolee sAmemodee emsnipods.mnatmyam rwm metal.d. lzackli ht control without sacrificing street g qualified. z chasm Rem.. and wetlage ydwgaawadal-11 rawerv. velum am wlfm dMuw➢ ,. From mu mudrlaaded In hand here of pea. 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 8.3 ,13.9 1 2 4.8 2.6 5.5 12.6 18.2 1 2 .6 1.0 .2 0.1 0.0 0.0 0.0 0.0 0.0 g ng configuration sp0. . Patented Silicone Optics(US Patent NO. dwdaf Resonances hart Res DLc rased. S.-0-in dwmLes Inds see Flnleh wlmm. + + + + + + + + + -1 @2 + + + + + + + + + + + + + + + side Performance. See page 3for ewe LSI's Airl-inial wireless control em 10,815.165 B2) S. coneui� factroayn%y�sbilsor busim. to my musts wet. 1. heandc f-..I a or pore sx c,.eno Ac• . details. 4, shall is n el cmtnce code As me to sop met can heMxec fed from your smsonne l 1L inner Shall meL are 12L omen ladaea[. alit raRov he r lead time and ersolnal�. options retluce a lung and maintenance lily 24ce costs while L7p[Imlzing light quality 24/7. 5. cen� maavie c'rbmmna cm feat Ore see m Mnnaka ssexwwy ofeHro .5 Investment. 00 00 00 0, 02 04 0 , 93 67 152 64 40 56 12 62 6 6 44 13 1, 6 0, 0 00 00 00 00 00 Ill LSIInduMdnlr1a10 OMIIMrce Rd ClllcinnaU.OH45242-www.kkom.com FW (513) 372-32W - 02020 LSI IMustmR Inc. All Rights Rosemead Sp.dif swa s jl W dlelge without notice. L' cO nk TYPE PROTECT CATALOGA WD1340 - 411 ROUND 1-DIRECTION WALL MOUNT (IP65)-1000LM/150OLM SURFACE 1-DIRECTION WALL MOUNT SIT 1-5/S' 5-7/B' Q �6' j•o-\ SPEOFITATION Application: This WDI Sales diredimal Wall locations can be wed in baih im w and outdoor satiio9s ca n n be poireed up or down. Typical locations are in coastal old rota l informed Mar crnbln walls and/or columns that require directorial lighting. Con be used downli ht for direct illumtndm or o uplighh for initial 'llumtndm of archnearre face as. Hwrsirg: Constructed from a round me piece high grade aluminum avvsien wdh a redarg lar mariner n am, and Rep, i- lore and a mounting plain wish a awMer coot IIncludes COB LED, reRw r and LED driver. Mmnfin9 plme ie secured ra am a ilh No (2) fast herd Phillips minim Ml will Mounting pink installs arms an meddcel Junction bass. Carl briery few Junaon bn mounfin, sizes. Mmmirg: Future includes a recording deal far indollallon diredly to 4- ectagwml Oleactried junationa x Facepidhe Round me piece extruded aluminum with powder coat finish, dear kmp and glass lane, and silicone o-dng. Frnplrr le served ta ma hmain9 by lhreods Rdi w Coffeehouse: One piece, heavy -gauge aluminum ledecker prevefs ugly deft dwlrg shipping and installation.Oeeply naunkd angular LED Ppddes 5D degree vbml Mon for A glare -bee appearance. When Mainlwenn: Minimum 50,000 hen L70 life based on ANSI TM-21 cokulaibm ham LM80 smndardised rem meaty. Sao arderg guide for del reed lumina. Dimming: (-DUN) patch is a chira l dimming system that works with most 3-Whe ELY, 2. Wire hometowns! and 5-Wre 0-1 W dimmers Ebddnl: AC 50/60Hz Electronic Direr Curet Claw 2 all inkgnllY unled. P., weatherPoster> 0.90. For cold weather applications (-22-C and cloves) can -Dl1N deal option. Ems beg Op: : Ema cy LED Briery Back-up available, forma ly model odic nt uphousing by installer. an AC cows kite, ma dwics immedbkly awikhes ta the e leery mode, ape Win t�h�e�IEDs for a minimum d 90 minuLaz. ROmaie Refer swtich and plink ooror tnduded. (-umt-) b isolated board, mkd, and mug be mend in a swap. Outside: UPON racdmmmds use of surge pretadors on the power entering LED Housings. s. Surge damage is not covered by wmaray. page U9I 09,441:k may =sl lMuetrW Rep. 10000 Miami Re. Cincinnati, OH 15242• w lsilam..mm Pan. us feaa.09/awn + + + + + + + + + + + + + + + + + + + + + + + + $W.1o23.A.a a (513) 372-32a0 • 02= LSI Y ue W Ina All N9hts Rmerved. Sp..Iffmtlons wbjed W ch.nW wlUput nWm. aPacaouw.pam Wantonly Covered by a 5 Year Wormmy m lea has of darkness in mrterbls and =o onship. Pdure should not de installed in Dpclictions wMl ambient kmperore iuclew. 60 diagram C. oing Re will all in reduced lamp life and voided wammy. Nde: Darks complaint when Allure is ktin downward. Sky P W g LinunqQ ETL / cETL Usled. Suitable for cal local Assembled in USA (1965). Hnbh:A 7-sage eledrodonc, polymer process pmvldes d Be mot delivers outstanding durability, superior smai-agine, resistance 10 and UV -degradation Standard finishes are White Dark Grah, Brame, Nock. Special a,rier finNra ore UpMSlwc Dads Gmy, Metallic Gold and Memllb Black. Boom Spread- Avalbbm in Wide Fklod, 2' Nadi Boom, No. Spot, Spoil Flood, Wall Wish, and Type N (Forward Throw), LED: Energy Efficient Chip On4kwrd (COB) Singular LED Ugis Source provides for smooth uniform light a,am Sao Hie ulHple shadow °Bed seen ybvv ulHple A Source 2. do Or ... I wtBn 4-stepp Mevldam tiltpsee as mcammere by ANSI Standard. Avodable In 40117DOS', 27WK, 2700K (97CRg; 3000K, 30DOK (97CRI(•, Ell and 500K. BmMN • Uniform, low glom illuennearm • Durable, comnken red finkh • Emerrgg bas4 up available • Skgulier COB Ugh! Sour® • 5 year Banned wamfy • 13 Ft Mlg H., 22 R O.C. Spillover (1 WO Lumen Model • 25 R BOB ter., 22 if O.C. Spe drug (1500 Lumen Package) • UaDlmn'opNm dimmfnp Bath 2-Wre hscerrdescef, 3.Wm, ELVor0-10VC 6 FFATURE: ®® I M M E S-8M C ®®® OROEMNG EXM - WD1340B-L75-B02-T27-EMAC ykknkaMom (ISM Morwmgmum is ONRI standards, mdkna RanWa In 90 plus or. (I I"m lit Isl Tl minrumwm edonal 9,CRI. Said sax. Minimum dean, Wxida Iwo dress may yrl9. Canada &ddd .I Mspasm 50 pia mninwn. la-12••ink leadHixl •-(-Sao Sol Snmr is far I low anden -ds. aary ape cote o- l w o:nmine a-i ahl.. can.ax rpry aw lw6 ap. Tel 323.904.0200 PP/maduhl sspeclR ns subject to change without notes. wxw.lito fern KA Z yka P= LED Wall Luminaire Rama Ira W.,e bey m merp Rem a. pow m e.. ad wepdrva awnmra QA+ Capable Luminaires This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system-14avel iMempembilKy. SpecN,wtiom a All configurations of this luminaire meet the Acuity Lague 14^ Brands' specification for chromatic consistency posse a This luminaire is A+ Certifed when ordered with DTLR WMthIL meal controls marked by a flMded:hedtgmle, DTL DLL 5- equipped luminaires meet the A+ specification for Height no, luminaire to photocornrol intemperabilityi wmNM 191 y a This luminaire is part of an A+ Certified at Orion FI for ROAM- or)(Poin-b Wireless control networks, provi Hof -the -box corderol ordered wit J ample with simple commissioning, when ordered with driLrea g, when W and control options marked by a To learn more about A+, Visit wwW scut hbands.mm/solos. 1. See ordering tree for details. •••ra»eu -:ire EXAMPLE- KAXW LED IRS 40K R3 MVOLT DDBXD W b0ak 'u �1 I INOW gypMhdro d MlppedlnnaW 9dppollndld MD Wdbrma 40K 40M m TyR4 in, R l stairs Re MRAt6e4mmwumady g F19kfineox w7mm i1 salt m00K 2M' resong kMrsmleMwan'• i7ye311VN DNs1O mtaml M, uxNn Pas Bna-pe MfpnkWr m 0.1rMrhlslOR ttla4m0° aluminum pomnbndandmpYSMN' D'MOm am, � , mil= re, �'1N6 Nrun OSW Mnmmle w3' %A lm°rMonlandimukft I[E DDMIm rbadmn mldsom1gu 1"11 Fdryn' raw MO Ftld adN9arou9ul' BE RgMmmM r6m Taxpayers %r Inedmescounaust smmc gy4nr DN02o elmnndmwnl lSwm tlingkghLmmblmt semaayeadal5h' 9dppd-*.. 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AAMFYJJrM gammIloal Ranks uslaran Ind. Rervmanwl Russell1 +.0 +.0 +.0 +.0 +0.1 +0.2 1. 2. + ., .4 +2. 5.6 +8.5 +6.9 +2.1 1.0 +2. 5.4 .8 @ 0. + . +0.2 +0.1 +.0 +.0 +.0 +.0 +.0 +.0 + .5 +.0 +.0 +0.1 +0.1 +0.1 +0.1 0. +9.7 _8 20' + 2 +8. +3.3 +2.7 +2.7 0.7 3.0 A-10 @ 10. + . 1 +0.1 +0.1 +0. +.0 +.0 +.0 +.0 +.0 +.0 10.0 @ 0n +.0 +.0 +.0 +0., +0., +0.3 0 +3., + 4 14.8 + .3 +11.8 +4.8 +1.8 0-3 0' 1. A-9 @ 10' 8.1 "�-., . + + + 0., t 0.0 t 0.0 + 0.0 -8@1' 0.0 0.0 0.0 0.0 0.1 0.1 4.7 .6 4. 3.6 10.8 8.0 2.4 2 8.4 0.2 0.1 0.0 0.0 + + + + + + + + + + + + + 7 1 + + + 5 30 0 30 60 90 +.0 +.0 +.0 +.0 +.0 +.0 +0., +0 +4., + 0.1 +4.8 +5.4 +7.2 5.1 + 5 1.8 + . + 5 .1 + .2 + ., +.0 � 0 - 20' A-6 @ 10' Scale: 1 "=30' 1.0 +.0 0.0 0.0 +.0 0.0 0.0 +0.1 +0.1 1 +4.3 3. +1 5 +16.0 +8.3 +8.9 +15. 13.9 +9. + . + .7 .4 + .3 +0.1 0.0 LO +.0 +.0 +.0 +.0 +.0 +0.1 +0.2 .9 1.0 +15. +14.3 +7.9 +10. 16. + .9 + .8 + .0 A-4 @ 10- + + .3 1 +0.1 0.0 0.0 I.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0., + 0., 0.5 13.2 + 11.7 + 5.0 + 7.0 + 11. .4 1 -6 .9 1 .36 SHIMP + , 0., 0.0 ENGINEERING + .5 // JJ / LAND PLANNING - PROJECT MANAGEMENT 1.0 +.0 +.0 +.0 +.0 +0.1 +0. .5 +18.1 +7.0 + +8.2 +12.8 +" 2. 5.1 I @ 10, + 8 .0 +1.5 0 +.0 +.0 +.0 +.0 912 E. HIGH Sf. 1.0 0.0 0.0 0.0 0.0 0.0 0.1 11.3 2. 15.8 3.1 1.4 1 3 4 2.0 0.1 0.0 0.0 0.0 + + + + + + + � + + + � + + + 2 @ 10' + � + + + + + + - CHARLOTI'ESVH.LE VA, 22902 JUSTA]@SHA,P-ENG 4 0 .5 1.0 +.0 +.0 +.0 +.0 +0.1 .2 6.7 +10.7 +4.9 10.1 +1 1 +12.7 +5.6 +1 +1 .IA-1 2 +2.0 0.1 +.1 +.0 +.0 +.0 1.0 + + + + + + + + + + o + 0.0 0.0 0., 0.1 0.1 .3 4.7 3. 9 6.5 12.5 10.1 11.3 15. 2.6 9+ + + + + ., 0., 0.1 0.0 0.0 0.0 or + + + 5 ���p,LTH pF G 1.0 0.0 0.1 0.1 0.2 .7 1.3 3.8 7.6 7.0 3.6 4.3 7.5 5. 6.5 7. 0.1 0.1 0.0 0.0 0.0 .5 ).0 0.0 0., 0.2 .4 .9 .0 3 17.4 14.9 7.5 3.1 8 2., 1.5 0. 0.2 0., 0.0 0.0 U JUS I-timp '> + + + + + + + + + + + + + + + + 45183 1.0 0.1 0.1 .5 19.9 17.5 12.0 3.8 1. 0 0.2 0.2 0.2 0.1 0.0 �SSIONAL �1yG - @ 20 1.0 +0.1 +0.2 +0.9 3. 19.1 +12.6 +9. + .6 1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 .5 C-1 @ .5 ).0 + .0 +0.1 .4 15.4 +18.3 +5.2 1 + . +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 434.227.5140 ).o + .o +o., + 1z.z + +o.s +o. +o.z +o., +o., + .o + .o + .o INITIAL SITE DEVELOPMENT PLAN .5 OVERLOOK HOTEL LO + .0 +1.3 +4.7 +8.0 +3.3 0.4 +0.1 +0.1 +0.1 + .0 + .0 r . 1.0 + .0 +0.1 0.5 +1.9 +2 +0.9 +0.3 +0.1 + .0 + .0 , Or, .5 .5 1.0 0.0 +0.0 +0.1 0.5 +0.8 0.3 +0.2 +0.1 +0.0 ALBEMARLE COUNTY, VIRGINIA .5 SUBMISSION: LO +0.0 +0.0 +0.0 +., +0.2 +., +., +.0 2021.05.03 Lighting Schedule Symbol Label Quantity Manufacturer Catalog Number Description Filename Number of Lamps Lumens Per Lamp Light Loss Factor Wattage KAXW LED, PERFORMANCE KAXW LED A 10 Lithonia Lighting KAXW LED P1 30K R3 MVOLT EGS PACKAGE 1, 3000K, TYPE 3, _P1_30K_R3_MVOLT EGS.ies 1 Absolute 1.00 29.0 120-277V, HOUSE -SIDE SHIELD - ❑ B 4 Liton Lighting Inc WD1340B-Ll5-1345UE-DUN 4" ROUND 1-DIRECTION WALL MOUNT (IP65) - 1500LM WD1340B-Ll5-645UE.ies 1 Absolute 1.00 20.1 ❑ LSI INDUSTRIES, C 12 INC. SLM-LED-42L-SIL-3-30-70CRI SLM-LED-42L-SIL-3-30-70CRI.ies 1 Absolute 1.00 352.0 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" & "Be fixtures shall be mounted at a height of 10'. 3. "C" fixtures shall be mounted at a height of 20'. 4. "A", "Be & "C" fixtures shall have a black finish. 5. "A", "Be & "C" fixtures shall have a CCT of 3000K. CALCULATIONS AVERAGE: 2.5 fc MAXIMUM: 19.9 fc MINIMUM: 0.0 fc REVLSION: 2021.09.20 [ARB] FILE NO. LIGHTING PLAN SHEET C7 of C7 19.039 1 C7