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HomeMy WebLinkAboutSDP202200026 Plan - Revision 2022-07-29FINAL SITE DEVELOPMENT PLAN FOR LEGEND EXISTING NEW 10 10 1.00' ---310 -- 10 310 12 311.5 x!P,a x 311.5 TIC x TC 5701X 311.5 TW x 5781X 311.5 5W x o 0 578'Xw �_N /FN 0 I 0 X X m m RD RD - q O� - S S W -W WS WS o OWV 0 WV ^FDC A FDC eet♦a FHA Mt FHA DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE MFA/SFA BUILDING SETBACK SFA BUILDING SETBACK ACCESS EASEMENT DEMOLITION PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS RAILING BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS TREELINE FENCE UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY UNDERGROUND UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SANITARY SEWER PIPE SANITARY SEWER LATERAL WATER LINE WATER SERVICE LINE WATER METER WATER VALVE AND BOX FIRE DEPARTMENT CONNECTION FIRE HYDRANT ACSA EASEMENT GAS GAS GAS LINE NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. OWNER T5 Pantops, LLC 3201 Trevor St, Suite 200 Nashville, TN 37209 DEVELOPER TIC Ewing EB Partners LLC 215 Queens Road - Suite 200 Charlotte, NC 28204 (704) 562 - 8003 tc@ebpartnersllc.com PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING HC - Highway Commercial MAGISTERIAL DISTRICT Rivanna SOURCE OF TITLE DB 4358 PG 684 SETBACKS FRONT (MINIMUM): 10' from the ROW or the exterior edge of the sidewalk if the sidewalk is out of the ROW; for off-street parking or loading spaces, 10' from any public ROW FRONT (MAXIMUM): No maximum setback abutting a principal arterial highway SIDE/REAR (MINIMUM ADJ. TO COMMERCIAUINDUSTRIAL): Any primary structure shall be constructed and separated in accordance with the current edition of the Building Code SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary provided by: Field survey provided by Foresight Survey. on September 10, 2021. Topography provided by: Foresight Survey. on September 10, 2021. BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), this property is not located within a Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Upper Rivanna River Watershed. This site is not within a watershed of a public water supply. WATER & SANITARY SERVICES Site is served by ACSA public water and sewer. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer or designee it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. Al excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority inspectors. The Contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractors shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with the current edition of the general water and sewer construction specifications as adopted by the Albemarle County Service Authority. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 3.5 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. EXISTING USE Vacant Land PROPOSED USE Automobile Service Stations LAND USE SCHEDULE EXISTING Area % Building 0 SF 0.0% Pavement 10,031 SF 32.4% Sidewalk 1,597 SF 5.2% Open Space 19,299 SF 62.4% Total= 30,927 SF (0.71 ac.) PROPOSED Area % Building 1,465 SF 4.7% Pavement 21,308 SF 68.9% Sidewalk 1,733 SF 5.6% Open space 6,421 SF 20.8 % Total= 30,927 SF (0.71 ac.) BUILDING HEIGHT MAXIMUM: 65' PROPOSED: 28' PARKING SCHEDULE Automobile service stations: 1 space per each employee plus two spaces per each service stall 3 service stalls, 6 spaces required 5 employees per shift, 5 spaces required 11 spaces required, 11 spaces provided TAKE 5 PANTOPS SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. Contractor shall provide handicap signs as shown on plan. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will 9 P rY P PP not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. Al trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. Al water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Accessible parking spaces, access aisles, and accessible route shall be installed in accordance with ]CC ANSI A117.1-09. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve" 15. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. 16. Buildings or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a demolition permit. Asbestos removal permits are required if positive for such from Albemarle County and VDOLI. Contact VDOLI for their additional requirements and permits for demolition projects and 540-562-3580x131. ITE TRIP GENERATION AM PM Daily Use Description ITE Qty In Out Total In Out Total Total Quick Lubrication 941 3 Servicing Positions 6 3 9 8 7 15 120 Vehicle Shop SDP2021-00060 TAX MAP 78, PARCEL 513 ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE:1"=500' Crosslol Chwi0n"vllle Tractor Supply Cc Per-, 0© CVSQr,m�neuvnv M nea la.�w1�► 9 Gosw�Body S Saloon / Quarles Fleet Fueling Rrvann r Conservation Alaance OIron Will Gym / O Adamlc Emergency Solutions. OAuloZone AN A.P I.r. Vlrginla ABC ` on To Get A Better Haoine rnt Endodondcs 9 "'Aq°� Riverblmh aary __ .1 Coffee91 w ea.r 6% 4 Wlllon Farm Apartments F fi The - 6 ROUTE 20 o Part 4y�a % .%° Panlops Veterinary %•48 mHosollal f ;- .m rleum,ar MCDnnalds SITE Q IpypN • Mlrwrl • A `n Ezxon Flow Collision Center O Wa:: 1'rnartanesnlle m� O O'RMI1 Auto Pans . ROUTE 250 dal z _ Wendy s� Y O w4MT ala a \ ANtor°a,ore l , .Grlrwfa uelna, If Ban4M1 © QTmPleal Sir 'low Voftwagen _ -- D.irnmond Rd - Pnc ShgD Vnglnln Natlonal Bank - of ChandollesVdle.., xuo m e-p y © Q Vnll,weym MnM-�� MedExpress Urgent Care O BMW of Charlotlesvale Tern Bell emw,wnr Umansky Toyota m. a O la....,ol tvo-w,r QKNails 4 Spa 3 Q ® Mercedes-Benz Aloemarte County of Charlooesvllle Panlops Shopping Center Service Authority sropno, maa ® C % Virginia Land A Car O o,°A 0 Millennium Security rne,., 18, 1 uearm Bremo Auctions O 8o ® O Fo9Llon Sounhern Trust Advance Auto Pens V Mortgage Chadallesallle Tuesday Morning A-emra rime ® O Santana Care Se Homapves rime Abemade Coach Duller Tree odl.nlwe Poverbend Q ab rail -_------- .pb, (�5r�'�GrouP ,Fria° 0 SHEETINDEX C1 COVER C2 EXISTING CONDITIONS C3 SITE PLAN & LAYOUT C4 GRADING PLAN & UTILITY PLAN C5 LANDSCAPE PLAN C6 LIGHTING PLAN C7 SITE DETAILS IMAGE PROVIDED BY GOOGLE MAPS SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT il 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. COVER 21.043 C1 LEGEND TMP 78-5A REBKEE PARTNERS PANTOPS LLC C/O WAWA DB 5318 PG 355 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 1.77 AC 23B VARIABLE WIDTH CENTEL N I EASEMENT S DB 1129 PG 261 / DB 1216 PG 468 EX.SIGN DB 4751 PG 336 DB 4358 PG 684 HWPB XI PG 86-93 / DO a° �0 0 CO06 \ wv 0 N r \� L a 0 J \ z a � Q '.� °o I: .o Q iiwrr in—Ot N — PANTOPS WAY SELF STORA L C DB 5285 PG 587 w 24. r PANTOPS CORNER WAY \ n 0 ZONE: HIGHWAY COMME I • VARI`AQLE WIDTH PRIVATE STREET N D USE: INDUSTRIAL 6 • I EASEMEN-T�WIDTH PUBLIC ACCESS N\ N I 1.11 AC ��glogi N I DB �46 PG 148 APPROXIMATE LO ATION UTILITY \ a 7 • m s; DB 5267 -3 �3 TM 78-5B EASEMENT FO VEPCO & • DB 5373 PG 531N T5 PAN PS , LLC ALBEMARLE COU TY SERVICE • DB 5285 PG 570 DB 4358 PG 684 AUTHORI Y I L7a o ZONE: HIGHWAYXQOMMERCIAL DB 1129 PG 61 1 SOIL TYP USE: OPEN DB 4358 PG 84 I N b =I a r p, N 0.71 AC \ L0 o EX. EDGE OF I 8 DOMINION ENERGY/ Q SEX. C'ONCRftE-� AVCVEtiT \ z VEPCO E SEMENT clu b N \ DB 5244 G 485 I IF "b 8 N 4 Ln 00 Slopes (TYPE) N v v v v vvv Nv II Nvv, vv v v v v vNv v ---- � n �� �B I'll SOIL TYPE BOUNDARY (NOTE: ALL SOILS HSG S) SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS \\ \ N� IS N o1°04' E IS V A V A V A V A V A 1 \ UGE � ALBEMARLE COUNTY, VIRGINIA V A V A A 21.81' \ \ \ L A A\ V V A\ N N A� V a� SUBMISSION: \ \\ V A N N y\ \ \ \\ \\ \\ N \ \\ N\ \ N \ \ \V A \ NA A \ \ H P v vvvv Nvv vvv Nv HPNHPHP NNN �. N A A v\ V A v \ v A vv v v A \ v 2021.07.06 / � Ex wAi_� LL \\ ° REVISION: a. \ \\ \\ \ \\ \\ \ \ \ \ \ \ N 1.2022.04.13 SDP2021-60 Comments 2- 2.2022.05.25 ACSA Comments \ \\ \\ \ N\ N\ \ \ \ I 3.2022.07.28 SDP2021-60 Comments \ \\ \\ \ \\ V A \\ TMP 78 5 F ° z PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PC 476 ZONE: HIGHWAY COMMERCIAL I USE: COMMERCIAL FILE N0. 0.75 AC 21.043 \ EXISTING CONDITIONS \\ \\\ \ \ 10 0 10 20 30 � \ Scale: 1"=10' C2 b E I ASPHALT TMP 78-5E BPS %—, I , - T � . I , 24.10' DE JE: L U`. .SIGN REMAIN o 06 O 9.00' 0 0 O E -' 3R AUTOMOBILE SERVICE STATION 30,927 SF CG-2 Ln� 25 R a 0 a 2 N 0,p TMP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC v FFE 392.42 27.2 0 Ln w5 8" HDPE ROOFDRAIN F907*11107, 0 ° EW DI-7 II 0 a Mh EX.SIGN a I ° 90° A 3 8.35' pp ° ] N a° U � Z )45* 0 Y N D J Q w E u! 15° BEND _ 1 Q O O m� U '0 n G Z I O 3 LJ�m a 0 a 0 I Z a B PP Q HP ❑ �— `,NAL� EX EX. WALL 1 0 10 20 1 Eel SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS Ir LO N Lu ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 0 2021.07.06 Lu � REVISION: 1.2022.04.13 SDP2021-60 Comments �j w 0 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments o� ~ o c� z H 0 0 0 0 Ln FILE NO, 21.043 SITE PLAN & LAYOUT C3— ASPHALT rn/ TMP 78-5E ANTOPS 1 DE ZONE: F U`. 2 4.1 Ict IS IGN 1 RAIN 6 r 9074 o P. 00 3.51 % 8 �e \ 5 5 so 8� \ de 3.73% o0 89 7 2.0% 1 -- — — - — - o�oego _ 2 a \ x9202 12 / a 7 \\ 33% 9 2 32 I 9 2 32 2 32 x go 66 Q0 J 30• 0 00 5.98% '_9_22 — 00 1 00 % rg,X9170 9,5 5.18% USH CURB PAVEMENT 91 70 X9�70 9 Z 00 2 42 2 42 Inv in: ±390.00 FFE 392.42 I 200 \ X9242 \ �% TMP 78-5F PANTOPS LC C/O HENRY LISCIO COMPANY DB 2934 PG 476 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL 0.75 AC 61 ws 209315 52291 143.0% II 1 NEW DI-7 I off` OP: 391.52 ti I V OUT:387.52 8" HDPE ROOFDRAIN 45• ND Q Zi F 745* BEND � 2//60 2 � HP HP HP HP HP / 1 I rot cb� s I a 1 I a EX.SIG�N� PP0 a Ia I � a e] \ I I Y J IF I d O � / U 93 xD\ 1\ \ \ I B I � 4 a; EX WALL EX. WALL 10 20 O C:) U-J N W H SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments FILE NO. 21.043 GRADING PLAN & UTILITY PLAN C4_ 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 SIF \\�, 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 PROVIDED: 3 LARGE SHADE TREES W/ 2 ORNAMENTAL INTERIOR PARKING AREA (SEC. 32.7.9.6): 5% OF THE PAVED PARKING AREA & 1 I Annr nn \Irnll l\I nl IAnr rnrr 1r Ill I.. 1. a n in --e --n TMP 78-5E PANTOPS WAY SELF STORAGE LLC DB 5285 PG 587 ZONE: HIGHWAY COMMERCIAL USE: INDUSTRIAL 1.11 AC PROPOSED LANDSCAPE SCHEDULE Plant Min. Total Canopy Symbol Planting Type Botanical Name Common Name Cal./Height Quantity He ght(ft) SF Caotoaply in 10 Yrs SF Large Deciduous Tree Ulmus americana cvs. American Elm 3.5" 3 25 397 1191 ,{O,, [7lG} Large Deciduous Tree 9 Gleditsio triaconthos inermis Thornless Honeylocust 2.5" 2 31 424 848 q Ornamental Tree Corpus florida Cherokee Princess 6-8' Ht. 2 17 124 248 t..J 'Cherokee Princess' Dogwood OOrnamental Tree Corpus Kousa Kousa Dogwood 6-8' Ht. 1 17 124 124 Ornamental Tree Magnolia stellate Star Magnolia 6-8' Ht. 2 12 49 98 O Broadleaved Evergreen Ilex glabra Inkberry Holly 2' Ht. 58 6 23 1334 Shrub +:f 0 Broadleaved Evergreen Pieris floribunda Mountain Pieris 2' Ht. 27 5 14 378 Shrub O Broadleaved Evergreen Rhododendron Rhododendron 24 Ht. 18 4 13 — Shrub catawbiense catawba / Deciduous Shrub Fothergilla gardenii Dwarf Fothergilla 12 " Ht. 6 2 3 — TOTAL SF 4221 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments 9111111IN►[6l LANDSCAPE PLAN 21.043 C5 Scale: 1 "=20 *Ores coIIte LTC-4RDW LITEISTRY 4' ROUND CYLINDER FEATURES • 4" architectural LED downlight and wall wash cylinder delivering 600-40001m • Five beam distributions from 0.3 to 1.2 Spacing Criteria • Quiet reflector appearance with 500 optical cutoff • 2700K-5000K, 80+and 90+CRI options • Available In Surface, Wall, Pendant, or Cable/Cord Mount configurations • Versatile canopy options for recessed and surface -mounted J-box applications • Variety of dimming protocol options including O-1OV, DALI, DMX, Forward Phase and Ecosystem 0 GO CUS (Select Models) se.asnm. ��CIIOO�NTROL TECHNOLOGY IYYC/ INITSELLIGENCE- SPECIFICATIONS CONSTRUCTION • Seamless heavy gauge aluminum cylinder body with a clean appearance • Available In Surface (S), Wall (W), Pendant (P), or Cable/Cord (CM) mounting types • Canopy options Include Conduit Canopy (CC), Power Canopy (PC), Power Conduit Canopy (PCC), or Recessed Mount Driver (RMD), (See Dimensions section for details) • For S, P, or CM mounting with CC or PCC canopy options, use 4" octagonal junction box (by others) • All Wall Mount: Die cast aluminum mounting arm allows direct mounting to standard 4" octagonal or square junction box • Pendant Mount canopy options allow sloped ceiling up to 35° (5" for RMD) • Select from 4 standard architectural painted finishes, Brushed Aluminum, or specified custom color OPTICS • Visually pleasing 50• cutoff to source and source Image • The light distribution is free of distracting bright spots or pixelatlon and the perimeter has a smooth transition • Optical grade silicone lens Integral to light engine • High purity spun aluminum reflector, self -flanged • Large selection of anodized finishes and colors • Painted cones and flange options available Page V17 Rev. 05/N/21 LTe-4RDW Date: Project: Type: Astro 1 & 2 Order Code: DATE: I LOCATION: LITEISTRY" RELATED PRODUCTS 8 LTC-3RDW 8 LTC-3RDWPH SDectra5vnc PowerHUBB 3" LITEISTRY 8 4" LITEISTRY 8 6" LITEISTRY Family Family Family ELECTRICAL • Chipon-board (COB) LED with 2 SDCM • Multiple CCTs, 80+or 90+CRI • Long LED life: L90 at 55,000 (TM-21) • Universal voltage 120V-277V driver, 347V optional • UL Class 2, inherent short circuit and overload protection, RoHS compliant • Flicker free 0-10V dimming with 1% or n%performance • DALI, DMX, and Lutron Forward Phase and Ecosystem options INSTALLATION • Light Engine/Trim assembly Is mechanically secured with torsion springs for ease of Installation • A quick connect Is provided for easy maintenance or upgrade • Recessed Mount Driver (RMD) is accessible from above or below ceiling; assembly mounts with 114-20 threaded rod (by others) and requires 6' plenum clearance • Conduit Canopy options (CC or PCC) allow field selectable conduit entry (up to 40 901 (See Dimensions section) • Conduit Canopies utilize a patent pending mounting yoke to secure cylinder to the ceiling surface • Cable/Cord can be cut In the field to custom length • Standard and Custom Pendant lengths available (specify when ordering) CERTIFICATIONS • cCSAus certified to UL 1598 • Wall Mount up to 30L (except CC and PCC): Suitable for wet locations • Pendant Mount up to 30L (except CC or PCC): Suitable for wet locations under covered ceiling • Surface, Cable/Cord Mount, all Wall Wash, and all 35L-40L and all CC and PCC: Suitable for damp locations • This product qualifies as a"designated country construction material" per FAR 52.225-11 Buy Amercan-Construction. Materials under Trade Agreements effective 6/6/2020. See Buy American Solutions. WARRANTY • 5 year warranty • See HU Standard WamanN for additional information KEY DATA Lumen Range 600-4000 Wattage Range 8-52 Efficacy Range (LP" 9D-99' Reported Life (Hours) L90 / 55 000 Input Current(mA) 67-433020V) 0 2021 Prescolfte, a division of Hubbell LlgIndng, Inc Speciflca8ons subject to change wfthotd notce. 701 Millennium BW • Greenville, SC 29607 / Tel 864678.100 / Websfte wwwpresmlfte.com Customer: Gty: AST 1 AST 2 'i},sed on Specula,. 351(. 80 CRI HUBBELL HUBBELL -__._ Lighting AST2 - R1 - 1 - 5G105 - 0 (3000F - 18' (20' - BIL - - Pole Order Code: - - - - T30 Series Height Finish Options selux AST2 Series AST1 AST2 AstroI Astro2 R7 Optics R1 R2 R3 R3W R4 RSR RSS R5Q Type Type 11 Type III (Wide) Type1V (Round) (Square) (Rectangular) Type III Type TypeV Type 1 Mounting 1 1A 2 W Single Single Arm Double Ann Wall Mourn Mount Mount 5G105 Lightan En g me 5G350 5G530 5G700 5G105 5G140 Baud ' Baan RI dartdbutionat 3000K CCr 32W/34441m 49W/50471m 64W/63361m 95w/87401m 121W/110301m 30 3000K CCT 2700K 301 40 'Farot and I 00K 00K OCT0K pl.aDAapprwed 'Far other CT please m nwk factory 18'(20'height) Power Cord 8 10 12 14 16 18 XX ' For l mounting use the pie height •2'. Length 8' 10, 12' 14' 16! 18, XX' For or 2 mounting use the pole hagim H' BL Finish WH BK BL BZ SV SP• 'cammro1orsoreauvft4 White Block Semi -Matte Bronco Sihmr Specify Premium Color Fkasoronsa@/ionay Black Voltage UNV 120 240 277 347z3 480" 'NrnavailableviMHLxxopton 120-27N 120V 240V 27N 34N 480V s Siry down ams(ormer pmbded v4M 53350and53531011gManginet. Options DM" HL305A HL505.6 ROR4 ROL4 HS9 TLR6 TLRP6 475Tlonly Dimming Hi-Lo HI-Lo Rotate Rotate House Side 7-pin NEMA Twist Lack s121N,240V,2/Non1y PAM Switching Switching Optics Optics Shield(160°) socket Photocell ^DM, HDK ornR only. Omnat be combined. Low Output Low Output Mght(90") Left(90°) 'oniycnllobiewilh 120/23040' .. 30% 50% Comuftfoemyfor 2OW34A400V erci °ser fuRdelmermp FO TLRLL6 REC8 REC2e REC38 REC4e M57 and Fauor mode ImenUmils [Ground Fouit xi Twist Lock 120V 15A 120V 15A 120V 15A 120V 15A duplex Motion sensor poteat<d receptacles. babe GFCI Receptacle GFG GFCI duplex"' receptacle with Meets Tide 24 uiremems ) brash circaextemd protetted branch circuits. 7-Pin with protected protected ceptade with USB charge See page code p g -Type I, 11, III, and Manly Lutmn duplex duplex USa charge points. Limelight receptacle. receptacle, paints. With Sensor with With With lockable weatherproof lockable weatherproof weatherproof cover. weatherproof cover. cover. cover. 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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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 . m.0 0.7 0.7 1. 1.8 2.3 1.7 1.1 0.6 0.7 1.2 1.9 2.4 1.0 0.7 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0 0.0 + + + + + + + + + + + -1-9 + + + + + + + + + + + + + + + + + + + + + + + + + - +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0-0 0.0 0.0 0.0 0.0 +0.0 + .0 0.1 +0.1 +0.1 +02 +0.2 +0.3 + . + .4 +0.7 +1 2 + 1.1 0.7 5 0.5 0.8 1. .5 +1.0 + . +02 +0.2 +0.1 +0.1 +0.1 +0.0 +0.0 + . +0. 0.0 +0.0 +0 0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 O.1 0.1 0.2 0.2 0. 0.2 0.8 1.0 0.7 0.4 0.3 0. 0.5 0.8 0.9 0.6 6-4 0. 0. 2 02 0.1 1 01 0.0 0.0 0.0 0. 0.0 0. 0.0 + + t + + t + t + t + + + t + t t t + _SH t t 5t + t t t t t + + + + + + + + + - +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0. +0.6 +0.6 +0.4 +0.3 +02 +0.2 +0. +0.6 +0. +0.4 - + + t 5 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.3 +0.4 +0.4 +0.3 +0.2 +0.1 +0.2 +02 +0.4 +0. +0. +0.1 +0.1 +0.1 .1 0.1 0.0 0.0 0.0 +0.0 +0.0 +0.0 + + + + + + + + + + + + + + + + + + + + + + + t t +' 0.3 +0.1 +0.1 +0.1 +0. +0.0+0.0 0.0 0.0 0.0 0.0+0.0+0.0+0.0+0.0+0.0+0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. .1 0. 2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.1 +0.1 +0.1 +0.1 +0.1 +0.0+0.0+0.1 +0.1 +0.1 +0.1+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.1 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CALCULATIONS AVERAGE: 0.5 fc MAXIMUM: 18.8 fc MINIMUM: 0.0 fc SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments 9111110111►[6l LIGHTING PLAN 21.043 WEy,T sJL IP66 ME Alo Selux Corporation02021,T845-834-1400, 800-735-8927, Fa45-8344401, www.selux.us Page of 13 In a continuing effort to offer the best product possible, we reserve the right to change, without notice, specifications or materials that in our opinion will not (Rev. 07/2021) alter the function of the product. Specification sheets found at www.selux.us arc the most recent mmiam and superoade all other printed or electronic versions. AST -SS v2.1 20 0 20 / 60 C 6 PULL POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SOIL SURFACE ROUGHENED TO BIND NEW SOIL PREPARE SUBSOIL TO WITH MOUND TO PREVENT SETTLING Note: Inlet shaping should be provided per VDOT detail IS-1 in all manholes. 69'+80 10+00 10+50 11 +00 4) STORM SEWER Al TO A3 C7 Scale: HORIZA:30 VERTAJO SET TOP OF ROOT CROWN 2" ABOVE FINISHED GRADE 3" DOUBLE -SHREDDED HARDWOOD MULCH. WATERING BERM SHAPE SOIL SURFACE TO PROVIDE 3' DIA. WATERING RING FINISHED GRADE TREE PIT DEPTH EQUALS ROOTBALL DEPTH. MEASURE BEFORE DIGGING 2X ROOTBALL DIAMETER DOA 1. SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. IF SPACING NEEDS ADJUSTING CONTACT LANDSCAPE ARCHITECT. 2. PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. 11+50 )SHRUB PLANTING - SECTION C7 Not To Scale IcI31: 390 385 380 12+�075 TAKE 5 PANTOPS Id)-204 Stormwater Inlet Computations We, w trade ONv Sal hkn Only .. .e 3 g ;9 's o .9 a, a .v B m .NN O b b "e _ F m ❑ b OEiV C 1 3 5 6 8 9 10 11 12 13 - 16 17 l8 19 20 21 A 13 23 () (ac) (m)hr) (cfa) (ch) cfa) C'1 f')C (R) (R) (ds) (c6) (to (a) (R) A3 ➢I-7 DI-7 0.19 0.65 0.12 4.00 0.49 0.000 0.49 0.015 0.033 0.017 0.000 0.10 - - 4A8 6.5 0.80 0.000 0.80 0.14 6.118 EX Al 8' DI-39 8' DI-3B 031 Obi 020 4.40 0.78 0000 0.73 0.015 0.0340 0.037 0.000 2.43 0955 100.0•� 0.78 0.000 6.5 127 0.000 1.27 12.92 1147 TWO% 127 0.000 LD-204 STORMWATER INLET COMPUTATION Not Scale TAKE 5 PANTOPS LD-229 STORM DRAIN DESIGN COMPUTATIONS From To Catch. Runoff Inc Accum ToC Total Total UP Dn Pipe Inv Pipe Pie Velocity Flow time Point Point Area Coef AC AC Intensity Flow cfs invert Invert Length slope Diameter Capacity Inc ac mm inlhr El El ft % m ds) (ff)s) (min I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 A3 A2 0.19 065 0.12 0.12 500 5.17 0.64 387.52 386.60 46.10 2.00% 15 9.897 4.537 0.06 A2 EX.Al 0.19 0.12 5.06 5.16 0.63 386.40 382.00 137.71 3.211% ]5 ]2.519 5.327 0.05 EXAlEXAILA 1 031 1 063 1 0.20 1 032 1 505 5-16 164 1 381.80 1 381.22 92.75 1 0.70P/ 1 15 1 5.855 1 4.093 1 006 SET TRUNK PLUMB, SEE PLANS FOR EXACT LAYOUT AND SPACING ONE CENTRAL LEADER (NO CODOMINANT LEADERS UNLESS SPECIFIED) ARBOR TIES, OR EQUIV. 2"X2" SQ. OAK STAKES SET 180 DEGREES APART OUTSIDE ROOT PACKAGE TOP OF ROOT BALL SHALL BE 2" ABOVE FINISHED GRADE 4" LAYER OF WOOD CHIPS. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. REMOVE BURLAP, STRING, AND WRE FROM TOP 2/3 OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL TO PREVENT SETTLING SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL, 375 1 375 RESERVED 5. PARKING-- AG an .75 ,4 2 2C , 2c G 1,5 25 L I 3X ROOTBALL DIAMETER DIM. 2�)TREE PLANTING DETAIL C7 Not To Scale oR7.8 NO PARKING _I LEGEND- GREEN (RETROREFL), WHITE SYMBOL ON BLUE (RETROREFL) BACKGROUND - WHITE (RETROREFL) 'Reduce spacing 50%. "See page 6-31. '"'See page 6-2 for arrow design. RM c V.111 Jl)�1NE R7♦ 1a VANKOESSAILE 5 1 G C n E f G H J [ L li 9 313 1'!B 15 I5G S 10 UB11 i� 15 Ia G ant 19G E3 zo 1 ISG 1490 1 &W 1 13 PNWW~km GMECIMNIMRGIId mLORS IFHm -MEN Itrace L[CIM.Im RL MORS IfCENO -mat aframmrcmn KNOMMIMLI-WARE IPEi trace ) &COaCKAU-BLUE IREIRmEELECINE) 5 HC PARKING SIGNAGE C7 NOT TO SCALE X 6" BOLLARD CMU STRUCTURE SEE TREE PLANTING DETAIL FOR STAKING ROOT BALL MODIFIED AS REQUIRED ROUND -TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CENTERED ON THE DOWNHILL SIDE OF THE ROOT BALL FOR 240, BERM SHALL BEGIN AT ROOT BALL PERIPHERY. 4" LAYER OF MULCH. NO MORE THAN 1" OF ON TOP OF R001 FINISHED GRADE EXISTING GRADE J ° r112�J9 8' TALL CMU DUMPSTER ENCLOSURE CLAD IN GLEN-GERY THIN BRICK "FELDHAUS e 800 CLASSIC GRAY SMOOTH" WITH WORKRITE MORTAR IN "WR-2055 GRAVEL" o - 1°. s .. DU R °.. P X 14" P P A X 4" STEEL COLUMNS FOR GATES P ° HORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED SHERWIN 8TALL CMU DUMPSTER ENCLOSURE CLAD IN WILLIAMS 9175 "DEEP FOREST BROWN" GLEN-GERY THIN BRICK "FELDHAUS 800 TO MATCH BUILDING TRIM AND CLASSIC GRAY SMOOTH" WITH WORKRITE °b - INSTALLED ON STEEL POST HINGES MORTAR IN "WR-2055 GRAVEL" - - 4' X 4' STEEL COLUMNS FOR GATES HORIZONTAL, COMPOSITE BOARD DOORS N. b TO BE PAINTED SHERWIN WILLIAMS 9175 ° PA{) "DEEP FOREST BROWN" TO MATCH CONCRETE . ° 8 BUILDING TRIM AND INSTALLED ON ° P LbP.x. 20°: STEEL POST HINGES r'. 2" X 4" RAIL (TYP) 4 D° D o- CONCRETE PAD 10�DUMPSTER PAD DETAIL C7 NOT TO SCALE I TO BE COORDINATED WITH ARCH. DETAILS �iillli��lll - 3X WIDEST DIMENSION OF ROOT BALL TREE ON SLOPE @ 25% (4: 1 Not To Scale 4 4. 000� 000000000000 o_o_o_o_o_o_o_o_ 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE it lil lil lil lil lil lil lil lil lil= COMPACTED SU B GR AD E MIN. CBR=6.0 TO BE FIELD VERIFIED b \TYPICAL SIDEWALK SECTION C7 ) NOT TO SCALE 1.5" OF SM-9.5A 2" OF BM-25 -6" - VDOT #21 A BASESTONE ;OMPACTED SUBGRADE TYPICAL PAVEMENT SECTION NOT TO SCALE ,' CCNPRFSSIW ..1/J' VI(j flPF C(M1IPMRC OP uPR0VG1 COueL 0 Fl-.Y 5vm u EGN IPSE Dx °nusurge P. D fa.A[pn°l spMCES OR PNL EpCE4.n.L ERu N9cPIw 3AMEE5 OI irrNROa 2' DUVL SERVCE IL 1' Cpfti69KM "ME M. C"tRl�aC eP °PPMJ'1E5 nuu r rroe x• sar eePPa O Lr EW LY W .CH. 9.. E.xRv Rev .-L WIKE NNENE xN IR.a�RNON NEW,, xcr P"oxlcm. SINCLE SERVICE fj &aal 5 sw. Re Nlb Iw Nvc MPB. uu '/a Bpa CWPMNS IRON eD as va 1 �co�"am. snip BMW WN `eo"�r4rC. rP1 no. er °u"aGR.E TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS nC. W-SA 11 )TYPICAL SERVICE LATERAL INSTALLATION C] NOT TO SCALE ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK BASE MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED. POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. LOOSENED SOIL. DIG AND TURN THE SOIIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN. SLOPE AND ROUGHEN SIDES OF LOOSENED SOIL. ORIGINAL GRADE EXISTING SOIL to 50% (2: 1 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM FINAL SITE DEVELOPMENT PLAN TAKE 5 PANTOPS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2021.07.06 REVISION: 1.2022.04.13 SDP2021-60 Comments 2.2022.05.25 ACSA Comments 3.2022.07.28 SDP2021-60 Comments SITE DETAILS 21.043 C7