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HomeMy WebLinkAboutARB202100117 Plan - Revision 2021-12-22LEGEND 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 .�� Towe Park - - - - ADJACENT PROPERTY LINE 3600 Pacific Avenue r� -------------- - ------------- VACATED PROPERTY LINE Virginia Beach, VA23451 PROPOSED USE BUILDING SETBACK ZONING 4-Story Hotel (122 rooms) a PARKING SETBACK PDMC - Planned Development Mixed Commercial BUILDING HEIGHT QD s ZMA199800020 (Pantops PD-MC) was approved on October21, 1998 <FONTANA o o04 � ACCESS EASEMENT ZMA200200008 (South Pantops Office) was approved on February 12, 2003 The maximum building height is 65 feet. 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% �,,� 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% Open Space 57,886 SF 49.5/0 �� 1m 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 ST. 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 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.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. C8 SITE DETAILSp�� 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. JUS 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 �Fs81 T (D OVERHEAD UTILITY GUY or serving such above elevation of ONAL j311" 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 0� 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 Qty in out Total in 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 312 122 rooms 20 28 48 21 18 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 Engineer Development En P 9 Sheet C3 with labels showing which slopes are to be disturbed. 2021.09.20 [ARB] FIRE PREVENTION 2021..2[ARB] 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 C8 C1 ...... --- --�TMF 78-:�E-IA- A ASSOCIAWN 1,4 0 CR 6NOE. X T, L C OM USE: /RESIDENTIAL C NDOMIJUm( ........ --A ................. V ....... ................ .... ...... ................ ............ SHIMP ENGINEERING2 2 LAND PLANNING - PROJECT MANAGIEMIENTA 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM jpLTH y O"t k JusTahviump 5 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARBI 2021.12.27 [ARBI FILE NO. 19.039 EXISTING CONDITIONS SHEET C2 of C8 120 C 2 x STEPPED RETAINING WALLS 6' MAX HT. OVER MANAGED SLOPES AD 3'R / O / i 3R A,) / } 30' U< PLANTE J BOX a d< / d /\ a a q / \ \ JI\ d $pp '1\ J / 0Qp $pp 'i Jt- 0 p0 Cf Q / 3 R�\�k pj�P 4—STORY / sod 122 ROOM HOTEL FFE 493 t \ / 3'R -4 6 R 3'R OOP dJ m q m d q. J.a ? J lJ• SECOND FLOOR PATIO ENTRANCE FFE 503 4 J / ( J 4 4// aC »CC d a 4111limps III v all ENGINEERING !A LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r�jp,LTH pF� o G kA, JUSTIHIMP a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] 2021.12.27 [ARB] FILE NO. SITE PLAN 19.039 x MATCHLINE TREE ° SHEET C3 of C8 PROTECTION \f 20 0 20 40 60 40 0 40 80 120 C 3 FENCING \ Scale: 1 "=20' Scale: 1 "=40' \ \ V A CONINEC7 WATER .TO EXISTIWG ACSA \\ A V A V A LIT ITY-ON RICHMOND-ROAID %�.- - -�- - - - - - --- - - - -- - i a- i" i o0 ffoTW /� ° la �, ( \ s 4—STORY " / / \ /� �� 4 122 ROOM HOTEL / / 0 / / / / . / - ° / I /� _ - ���� j m a d /J' 00/ / U / / 40 0 40 80 120 \ o \ \ � \ \ / CP / - \ \ \ \ HL E__ Scale: 1 "=40' V \ V ... 7. �.. / �� / O / 1 (J9 / < i i" ///C-1-1-1—J. �.. y X. SIDEWX,�L II � /// / r .� --- - - - r / .. .. CONNECT SANITARY TO i / / / / / / / / i ��= ( / / / -_ EXISTING ACSA UTILITY / �/ / / ZC b < / - - -_- - .... A THROUGH ADJOINING PARCEL / / // // // / / / / / / F / / / �V � .�.�. 06 � � / i � ......... . �0„ - - - - - - - / 4/ PLN; / ..........�/// —� // /Gr �/ SECOND FLOOR / PATIO ENTRANCE G / ,- . P, . a / �SERS / ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST 434 227 5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM ��ALTH o� ,O f�J`� � v NSHIMP O�TT �o 45S183 w� A �`rSlnrrnT E�� INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL j / RGROUND STS}RMWATER/ / 15 / �,,�j / T ATM -ENT & DETENTIONi � �` .. .. ._ i / 895 / y \VAA -- - --- -- rR�rcruRES� � / ALBEMARLE COUNTY VIRGINIA SUBMISSION: / 2021.05.03 / / / / �'/ / / ✓ / � / / / / ,� / / / / / // / / � \ \ � �� � \ 1 � REVISION: \ CONNECT. WATER. T.O. EXISTIId /� / / i / /,� y\ UTI ITY ON RfCHMOND R0 � hb 2021.09.20 [ARB] 2021.12.27 [ARB] m / -- ---- / nv' w � FILE NO. � J 19.039 p (Yq /goo / / / / // , — _ < > '/ ; GRADING & UTILITY PLAN MATCH SHEET C4 of C8 20 0 20 40 60 c4j Scale: 1"=20' ................................. ................. .... ..../ ............... i I f LANDSCAPE SCHEDULE Plant Min. Total Canopy Total Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Height(ft) SF Canopy in 10 Yrs SF • Lar a Deciduous Tree g Ulmus americans 'Princeton' American Elm 'Princeton' 3.5" 9 25 397 3573 fm Large Deciduous Tree Celtis x occidentalis Hackberry 2.5" 19 30 572 10868 O Lar e Deciduous Tree 9 Acer rubrum "Armstrong" "Armstrong" Red 2.5 3 30 44 132 Maple 0 Medium Deciduous Tree Carpinus betulus European Hornbeam 2.5" 6 20 177 1062 Ornamental Tree Corpus kouso Kousa Dogwood 6-8' Ht. 4 15 128 512 Ornamental Tree Magnolia grandifloro Southern Magnolia 5-8' Ht. 8 17 82 656 Broadleaved Evergreen Cryptomeria japonica Cryptomeria 4-5' Ht. 21 25 123 2583 Tree O Broadleaved Evergreen Myrica penslyvanica Northern Bayberry 24" Ht. 87 3 18 — Shrub Broadleaved Evergreen Kalmia latifolia Mountain Laurel 24" Ht. 17 6 24 408 Shrub ® Broadleaved Evergreen Ilex glabra Inkberry Holly 24" Ht. 87 6 24 2088 Shrub Broadleaved Evergreen Cotoneaster salicifolius Willowleaf 24" Ht. 24 7 22 528 Shrub Cotoneaster ® Broadleaved Evergreen Rhododendron Azalea 12" Ht. 12 4 10 — Shrub Deciduous Shrub Buddleia davidii Butterfly Bush 12" Ht. 5 7 16 80 ODeciduous Shrub Viburnum plicatum Snowball Viburnum 12" Ht. 7 8 50 350 TOTAL SF: 22490 LANDSCAPE SCHEDULE PER APPROVED SDP2003-79 Plant Symbol Planting Type Botanical Name Common Name Cal./Height Quantity Total Height(ft) Canopy SF Total Canopy n 10 Yrs SF AC Ornamental Tree Amelanchier Shadblow Serviceberry 6-8' Ht. 7 19 130 910 conadensis JV E Broadleaved Evergreen Tree Juniperus virginiona Eastern Redcedar 4-5' Ht. 8 14 16 128 Broadleaved Evergreen Myrica cerifera Southern Wax 24" Ht. 2 10 44 88 Shrub Myrtle TOTAL SF: 1126 LANDSCAPING REQUIRED: SITE REQUIREMENT (SEC. 32.7.9.8): 10% 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: 20,978 + 11,000 = 31,978 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: 2,355 SF 122 PARKING SPACES PROVIDED REQUIRED: 12 LARGE SHADE TREES PROVIDED: 15 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 ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r��p,LTH pF� o G JUSTIHIMP a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] 2021.12.27 [ARB] FILE NO. LANDSCAPE DETAILS 19.039 0 40 60 SHEET C6 of C8 C6 cowo Pmpa F. mpMed By Slice Medium (SLM) Outdoor LED Area Light 0 ffi IP66 =@fitp� IK08 Type: Lumen Package 9,000-4431000 Wattage Range 63-401 QUICK LINKS EYnwcy Rerge(LPLary llz.lsa Wepht lboadi 3003.6) Ordering Guide Performance Photometrks Dimensions FEATURES A SPECIFICATIONS Construction Electrical Installation • Rugge l the -cast aluminum housing High-performance driver features • A single fastener secures the hinged door, contains factory, prewired driver and optical cap rveltage, under-vehag•, short-circuit undemeath the housing and provides unit. Cast aluminum wiring access tloor and over temperature protection. quick Is easy access to the electrical located underneath. • Bolger dimming OStanStandard.O%- l00%) Standard. compartment. • Fat ores are finished wish "I's DUrAgrip• • Standard Unhrersal Voltage 020-2T/ VAC) Included terminal block accepts up to 12 ga. treatfinishingprocess. pdyes�rDapara Input 50/60 Hz or optimal High Voltage wire. The Der finish fins extreme (34]-480 VAC). • Utlliies L51's taditlonal B3 drill pattern. char thous cratls weather changes without cmtlAlrg or (Sea dawirlg on page 9) peeling. Other standard LEN flnishes LBO Calculated LBe: NOOk Hours (See available. Consult factory. Lumen Maintenance on Page 5) Warranty • Shipping weight: 371bs In carton. Total harmonic distortion: ai •"I luminaires carry, a 5-year limited Optical System Operating temperature:-40°C to-50°C warranty. Rehr to hops://www.lsiindustrles. (-40°F to-M-F). 42L and 48L lumen com/resources/firms-and-.r.ntyaspx •State -of -the -Art one piece silicone optic packages mx to 440ei for more information. sheet delivers Industry leading optical Listings control with an integrated gasket to provide Powr. Pioneer factode.90 IP66 rated seal. Input Power stays constant over life Listed to UL 1598 and UL 8750. •ProprietarysIIltOne refractor optics provide • Field mplaceable 1I surge protection Meets BuyA H. n Act requirements. • IDA complianb with 3000K color exceptional coverage and un'rformhy in device meets a minimum Category C Low hmpemtumwil tion. distribution types 2.3. 5W FT. HA and AM. operation (per ANSI/IEEE C62.41.2). • Title 24 Compledi see local ordinance for •Slllcon, optical material does not yellow or .High -efficacy LEDs mounted to metal -core qualification informations crack with age and provides a typical light circuit board to maximize heat dissipation • Suitable for wet locations. transmittance of 93%. •IP66 rated Lumlrealre par DEC 60599-1. •Zero uplight • Driver Is fully encased In potting material . 3G rated for ANSI 036.31 high vibration for moisture resistance and complies with applieatioraapplidatiomam qualified. • Available in 5001 10001C, and 3000K FCC standards. Driver and key electronic . IBM mhtl Duminlam per DEC 66262 color temperatures Per ANSI C78.377. Also compensate can easily be accessed. mechanical impact code. available in phosphor converted amber with Controls • Desigrelights Consortium°(DLC) quaiifietf Peak intensity A 610nm. proGuet Net all versions of this product • Minimum CRI of 70 Optional integral passive infrared Bluetooth^ motlon and photocell sensor. may be DI qualified. Please check the DLC Fixtureso ra[sinde ndemlyandcan Oaallfied Products List at w designllghM. Type: Slice Medium Outdoor LED Area Light ORDERING GUIDE seek re n,Hk oast woMM BVAMPLF: SLM LED 36L SIL FTA UNY DIM 50 70CRI ALSCSO4 III IL Wminin m Pddr Nuly PetYaR glares ntlaRY YRYR pemr ant-Slrehblian IID 11-9.O(01m; EL-SiR 2-11 (Mail-saNN(R IµFOn) IMp-DdkelRn by pY-a1w DYrmhg FBI 2.000IIM S�T pe3 LDpt.rdMmw (120-Zhan pin) tat000Ims NL-24,OM fad 01-Tym5Wide R OptlEsdmmdrBMW LN-ligh Wage IT. 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F.I. mud be ramped d nand hole at pale. 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 8.3 e13.9 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 ap0. • Patented Silicone Optics (US Patent NO. zsdixo:olaoieoncerva.scot Into lessdianbut. acey�Ramaalle uish See Finish cabonsol options. + + + + + + + + + -1 @2 + + + + + + + + + + + + + + + side performance. see page 3for rrlore LSI's AirLinkd^ wireless comrol system 10,m6.165 Ell 3. wn.wuaamry for aVnllamuty. let Fundd meat theloeanamhand note ofno sal n.Mn A�-aar Mae. for cam.mblia details. options reduce energy and maintenance 4. RseTls field c°naemffilevla me Lsl sop and m m dmJa aom Woe smv ns IL only avananled 9L and ML Lumen pleasure C° ft M1[Wy Mr li done add miUMM costs whip optimizing light quality 24/7. didn"sop store. s. Cdneal sank¢ ar enaainn cap muuwdaeed nwdd+M snM der 0<dalro .5 I= 00 00 00 01 02 04 to 1 93 67 152 64 40 56 12 62 6 6 44 13 11 ed 01 0 tore tore tore tore 00 MMnpc10000AIllanca Rd GrKiOH4o (1-3)372-320 • 02020 L51rtlus[ri. Inc. All Rights Burundi SpiffWms sublectto clwrga without Macke. L' cO n® TYPE PROJECT CATALOG# WD1340 4" ROUND 1-DIRECfRON WALL MOUNT (IP65) - l000LM/1500LM SURFACE 1-DIRECTION WALL MOUNT \5-3/161 JIIIt1-5/8' 5-7/Be G461 Pace deny aa...1/foret Lal Industries Done. 10000 Allbrnn Rd andnm[t OH 4sz12. P•n•sn Aw. aym/xa Sort - 12 o'. �: (513) 372-3200 • 02020 tSl Musbpo Inc All Rigbts Rnerved. Speelflntlons wbJed to ehanoo x4alout notlw. Appiinfim: This WDl Seri. dindimal Well lumina nd con be and I. boat imwem and Womanly Cnvered by a 5 Yev Wormmy ro be h. d defeat in outdoor Benin and can be poiMad up or down. Typical loovtio. on In canmembl and .tall as at eomdin sells and/or columns Mat mquim dim oral Iiill Can be materials and =a unship. Fbdum should not be studied in ppllco0ons with ambient tampered. ahwe 60 degrees C. aws used s downright for dsmd illumedm or an apiighN her kdired'llu fie m of orchitecI dcagdas. Doing so will each in nd lamp lib and voided mammy. pfoud : Cenatvcted round me ie high vda aluminum musian with o Note: Darks com fern when a 'nfin daemaard. Sky p PN g a arm, and cop, fanpl�re and a mounting plate with a pwhom m, n re ull, to ar and COB a -root slash. Includes COB LED, LED date.. Mmnan is secured in ttn with Lisiin9p ER / rER OMed. SuikMe for wee bcaM1'on. Auembled in USA. inim and plate Iwo RI But head Phillip fnl.s deed Mounting pure installs one an eleddcol `IP651. oult q beakdecrease.mounting M.Or bate. Conauh brmryfat lundan hat moundg ors.. Austan eedmrroac,mlymeror proNd.ahone that MohicedjFialumdcdud.a mooring bm<ket pr intollotlon dindlydo4'odagarl deliveranti -aging, to delivers outstanding UD- durabiliganduty, superiorami- rdedd abandoned Whit., - and UV -degradation Standard 4iniahee ore White, elenrinl IunMon-foal. Silve�aeas�c Bnmre, wrack 5padal costar (inid,m oat UpMShen Fanppte: Round one piece a eroded aluminum with powder incest finish, dear Mmpemd Dark Gory, Medllic gold and M ilic Black. glass lam, and abcone o-ring. Faceplate Is s.dmd to the horsing by thread& Rochester goomyminlrLpasdwSm.00ddiu�s2Faoh° Ioippinand imBXDeeplymenti� guaEDpmmWm n fa BloodFromappwdmce. Sa,SpotFll, wwWhand Trials 1V(orrdT)). Wmm Wall te Minimum 50p00 hours V0 life based MCI TM-21 LED: Energy efliciam ChipOn-Bound (Cl Singular LED UggN Source proved. for smooth uniform light oubut,.imihouni pMe e: on calculations hem LM80 mndordimd tat m h. Sao ordedng guido for dolhemd lumen. maple shadow eg.t dean by multiple LEDs Sours yroduds. Firmed wen 4- MorPdom ellippsit as mcwnmended by ANSI Dimming: (-DUN) option is a mida l dimming system that works whin most 3-Wit ELV, 2- Weld lnconducan and 5-Wit0-1 W dimmed Swapped. Avulla a in 4000K, C0K•, 2]DOK, 2]00K (9]Cm); 300130DOK (9]Cml•, 350011 add 5000K. Ebddcol: AC 50/61 Eleclmnic Dimd Current Cie. 2 do., incleg7 YDllN unlad. Pioneer�tnt,, Fasten 0.90. For drive cold weather applimgon(-22•C and abwel use - option. •Un'itam, lax glom illuminotim P, hTu y Opfimn: Ema edy LED Barney Bad -up available, mmotely mounted adionm ro houaire by instiller. `�/llan AC pvxe fails, the dice immediolely avikh. to the • Durable, c..nn led finch ' E'"^dg "q brad up and¢ lebie SingularCOB UghtSmu Sa rgan, mode, opemsingg f�e'r���a far a minimum d 90 .inure°. RemMe ten switch andpeakcover included.(-umt.L 6 no eel keoficn dW,and could be mounted in a dry ow. ' 5 yea lDmired wodmmy U 13 R ADg I9., 22 R O.C. Sparing (1000 Lumen Pockoge) Caugon: LITON mdpdn mmda can OF surge pr.w:lom an the pounde„remg LED Housings. 25 F Meg IN., 22 Ft O.G Sped, (I SOO Lumen Package) 4. Some damage es nth covered by wormal U.0m'vopNm dimminp wig 2-WmhmalesmM, 3.Wm, ELV or O-1W C«moH lss FEATURE: ®®®®M E SISN C3®®® ORDERING FIIIIAPIE : hill 340B-L15-BM-UTEMAC '(emnq Igoalm new) color semPemwre is WCRI minimum, anti is am °wilable in eo plus Ed.l -Ll sit some t22m is 90CRI minimum word °phenol Masi. 'Shaid wen M dinimmla uen, etlmtletl Sri Sol cons, al eomull habit. press.mld ty mu oSo pieminim. coal week Sim lead on ••(.Sao ohadit dander I. ba]av inlwS only. 347V Damon won o.lov emmine noonable, census fntlmnb lead lime, Tel 323.904.0200 Pm uct specifications subject to charge without needs. waw.11pn.com LEI Walll Luminaire rrro. Ire° s HRMs T<kyamwr•awtldepyb w M bfmxdwMenwlk. S4• Capable Luminaire This item is an A+ Capable luminaire, which has been designed and tested to provide consistert color appearance and system -level imeropembilKy. Specifications • All configurations of this luminaire meet the Acuity fig,; 14^ Brands' specification for chromaticcosiste nncy " WMM. 12 L • This luminaire is A+ Certified when ordered with DTLo po w controls marked by a (shaded background. DTL DLL Haight. 5- equipped luminaires meet the A+Spec ification for fin. luminaire to photocomrol imeroperabilityi Wei9M 197IW (yg•y; p,r • This luminaire is part of an A+ Certified sal cation for ROAM- orXPoIntTM Wimless control networks, H providing out-of-the-bwt comrol mmpatibikity, J with simple Commissioning, when ordered with drivers W and control options marked by a To learn mom about APP, visit 1. See ordering tree for details. MGabkopneadend. W brMMrdrkaNranne. EXAMPLE' KAXW LED P3 40K R3 MVOLT DDBXD Mimi MK 300oK Fit MRLT' Mbpd Md Shipped Installed MlppNlnrdid DORM Ddkma 4m 4MOK N 7yye4 14' Bathe 9Aha NR NFMARadle kricand mnlY� g grr99kfiRI1R, MUD Blast SM MK land °-ntg (wri ordered Smog P" PIgWilr DM4KD Nawnl add testa MRS me am ewasideonly DF Dag Rae aluminum I1)' INmNBdmorellpaerpa 20AMy gW XD Won MR7 SEamaennmpellier, is Naees(Ae U55XD solver, Immmhdrvaedsevonl" ;shwa" 9R' MR I8VnmioopmbkmllgM ID MgAt MBIMD Toned At Lreisilghl" Flag" bane SR Held aqumble output' KD RISdI M MMKD Forced park ME 3, 1", Boy^ pW1XD Ieduradamal 153ammnnng neighs, armed aluminum embledion- dldppd.*.@q gaiISlO Demonstrate frPoradleveeemppblentanm6 MMK BI-15 Msea.BYd-0ssen oOMlp Tried FI 8-rmed fill s• Mmsne (m,amw ' rKd b A,g MMIMV B'PILweLmotioNamblemseag Awl' 1530cmoun ehdphtambmt suclemblmalik f Nora ] wand iaWe Miss PERE"r Pare option, Acrossori" 1 NWtT doer 'Prater de say line Persona Ram 1a327 Na 2 hers,loth PS peAoemenot'sivers 0 maySpc'nut]. mea]Vmp�nn. I Made specify dre l<n, ale uvdp.,on, o_' ,saLumens4saManM 3 goo,wailablewih ROAMF. See PEAS 11 PERT option. 10 plat wadable as a we..me anowerM',...Pcceas"nn inbmusbv mists, ML-SYM1Yitlrybt]Ma 4 Each mdnMand erg se, repeat led-M1mm Aa4y 11 andred ammmeme.PPdadla'E TnintigrvlMmq lap M1Ws.rbYi•La1N1 corm¢- Seconds e-dre-et.n 12 bp,m luminaire n be spaded wnd PER Fee o1 PER 15NLIY ...."pare 5 OROPMm Mateo mpul,.a. 11 a wonsconami Fred a.. -deed he ern fir, PairyRun tle Conr ale Consumer end dlPPi a we minrc ltemlmmnmro NaaY . GIµ n AmgY u e Spears- the Son,,, wat,,M1 nw0O? NP unit, e l.D aereJMr ,in dean Gemming'd deeds. Net sound won PERS m PER]. Mon speeity I AV or P]V Requires PER or uspredu e deal Rd harramA as Remo N..ade4de '. L/n/OAOA On. 11ae^I•we a (advisers Gdxgia aging • Phut:ReAme 41.-INeahe.mm tA%w.LFD ,19 gPe,p 0 OdepIMyMirye L4hft line At romtawvai 11of3 +.0 0.0 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 0.0 +.0 0.0 + .5 +.0 +.0 +0.1 +0.1 +0.1 +0.1 0. +9.7 + .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 L_ kV @ +.0 +.0 +.0 +0.1 +0.1 +0.3 0 +3.1 + 4 14.8 + .3 +11.8 +4.8 +1.8 0-3 0' 1. A-9 @ 10' 8.1 0.1 0.1 0.0 0.0 . + + "�- + t t + 0.0 r -8@1' 0.0 0.0 0.0 0.0 0.1 0.1 4.7 .6 4. 9.6 10.8 8.0 24 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 +0.1 +0 +4.1 + 0.1 +4.8 +5.4 +7.2 5.1 + 5 1.8 + . + 5 .1 + .2 + .1 +.0 � 0 - 20' A-6 @ 10' Scale: 1 "=30' LO +.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 Del @ 10' + + .3 1 +0.1 +.0 +.0 pp SHIMP 1.0+.0 +.0 +.0 +.0 +0.1 +0.1 0.5 13.2 +11.7 +5.0 +7.0 +11. + .4 1 -g 2 .+ .1 + .3 6 + .1 +0.1 +.0 ENGINEERING .5 LAND PLANNING - PROJECT MANAGEMENT LO +.0 +.0 +.0 +.0 +0.1 +0. .5 +18.1 +7.0 +8.2 +12.8 + . 2. 5.1 1 @ 10' + 8 .0 +1.5 0 +.0 +.0 +.0 +.0 912 E. HIGH ST. 434.227.5140 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 p + + + + + + + � + + + � + + + + � + + + + + + - CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 4 0' -2@10 5 1.0 -4 +.0 +.0 +.0 +0.1 .2 6.7 +10.7 +4.9 10.1 +1 1 +12.7 +5.6 +1 +1 AA_ 2 +2.0 +.1 +.1 +0.0 +.0 +.0 1.0 +.0 +.0 +0.1 +0.1 +0.1 .3 + . +4.7 +3. + .9 +6.5 +12.5 +10.1 +11.3 15. + 2.6 +9.1 +0.1 +.1 0.0 0.0 0.0 10 P 1 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 1.0 0.0 0.1 0.2 .4 .9 .0 3 17.4 14.9 7.5 3.1 8 2.1 1.5 0. 0.2 0.1 0.0 0.0 U JUS HIMP + + + + + + + + + + + + + + + + 45183 1.6 LO 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 , D. �SSIONAl, �1yG 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 1.0 +.0 +0.1 + 12.2 + +0.6 +0. +0.2 +0.1 +0.1 +.0 +.0 +.0 INITIAL SITE DEVELOPMENT PLAN .5 OVERLOOK HOTEL LO +0.0 +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 , 0, .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: 1.0 +0.0 +0.0 +0.0 +0.7 +0.2 +0.1 +0.1 +.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 Pat 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 1 On. 3. "C" fixtures shall be mounted at a height of 20' from finished grade which includes the pole base. 4. "A", "B" & "C" fixtures shall have a black finish. 5. "A", "B" & "C" fixtures shall have a CCT of 3000K. CALCULATIONS AVERAGE: 2.5 fc MAXIMUM: 19.9 fc MINIMUM: 0.0 fc REVISION: 2021.09.20 [ARB] 2021.12.27 [ARB] FILE NO. LIGHTING PLAN SHEET 07 of C8 19.039 1 C7 Virginia Department of Transportation Details 201.01 Standard 6" Curb (CG-2) 201.03 Combination 6" Curb & Gutter (CG-6) 203.04 Method of Treatment CG-12 Detectable Warning Surface 204.01 (General Notes) 506.04 Midwest Guardrail System* 506.05 Midwest Guardrail System* The Standard Drawings contained in the VDOT Road & Bridge Standards are signed and sealed engineering drawings that are copyrighted materials of VDOT and the Commonwealth of Virginia. VDOT's policy is to offer the Standard Drawings in a secure electronic format and each Standard is available on this website. hftp://www.virginiadot.org/business/iocdes/vdot—road—and—bridgE_standards. asp 'Finish of guardrail system shall have a corten (rustic brown) finish See anchorwall.com for installation instructions. 1,b 0060 Units Stretcher Cap Corner Approximate Dimensions' B" x 18" x 12" Front, 4" x 171/4" x 10%" Back, 4" x 12" x 103/e" B" x 18" x 9" 8" x 18" x 9" Approximate Weight* 77lbs. 47lbs. 101 lbs. Coverage 1.00 sq. ft. 1.22 lin. ft. 1.50 sp. ft. Setback/System Batter 1"/7.1" 'Product dimensions are height by face length by depth. Actual dimensions and weights may vary from these approximate values due to variations in manufacturing processes. Specifications may change without notice. See your Anchor representative for details, color options. block dimensions and additional information. ® 2011 Anchor Wall Systems, Inc. The Diamond Pro Stone Cut- retaining wall system is manufactured under license from Anchor Wall Systems. Inc. (AWS). The "AnchorX and "Anchor Build Something Beautiful" logos, "Anchorplex" and "Diamond Pro Stone Cut" are trademarks of AWS. The wall system blocks are covered by the AWS Limited Warranty. For a complete copy, visit your local dealer or see anchorwall.com. Anchor Wall Systems, Inc., 5959 Baker Road, Suite 390, Minnetonka, MN 55345. A&B0810 73Z067.108/n 4015 Finish of retaining wall to be coordinated with arch. drawings SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM r��p,LTH pF� o G JUSTIN&A-Ump a 45183 INITIAL SITE DEVELOPMENT PLAN OVERLOOK HOTEL ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.05.03 REVISION: 2021.09.20 [ARB] 2021.12.27 [ARB] FILE NO. SITE DETAILS 19.039 SHEET C8 of C8 m