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Home My WebLink AboutARB202100096 Plan - Approved 2022-03-02Khristopher Taggart, Digital Signature Approved Plan March 2, 2022 ALUMINUM TOP CAP. AT LOWER PARAPET COLOR TO MATCH METALLIC SILVER FINISH. REMAINDER OF METAL, INCLUDING DIAGONAL CANTILEVER, TO BE SILVER METALLIC FINISH 12" ILLUM. CHANNEL LETTERSET 18" ILLUM. CHANNEL LETTERSET NOTE: WINDOWS WILL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. AREAS OF GLAZING WILL BE REQUIRED TO MEET COUNTY ENTRANCE CORRIDOR REQUIREMENTS. THEREFORE, STANDARD WINDOW GLASS VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED EXISTING SOUTH ELEVATION 3/32" = 1' - 0" ALLUMINUM TOP CAP. COLOR TO MATCH METALLIC SILVER FINISH COMPOSITE METAL PANELS - SILVER METALLIC 53" SUBARU STAR CLUSTER SUBARU SLATE ICON TOWER PROPOSED SOUTH ELEVATION 3/32" = 1' - 0" H UMANSKY SUBARU EXISTING VS. PROPOSED ELEVATIONS ALBEMARLE COUNTY, VA 1 36" ILLUM. CHANNEL LETTERSET ALUMINUM TOP CAP. VERTICAL FACE TO BE OMS 280C BLUE. REMAINDER OF METAL, INCLUDING DIAGONAL CANTILEVER, TO BE SILVER METALLIC FINISH COMPOSITE METAL PANELS - SILVER METALLIC CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM ARB SUBMISSION 02/16/2022 ALUMINUM TOP CAP. COLOR TO MATCH SILVER METALLIC FINISH SUBARU STAR CLUSTER 24" ILLUM. CHANNEL LETTERSET CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM EXISTING EAST ELEVATION 3/32" = 1' - 0" COMPOSITE METAL PANELS - SILVER METALLIC ALUMINUM TOP CAP. VERTICAL FACE TO BE OMS 280C BLUE. REMAINDER OF METAL, INCLUDING DIAGONAL CANTILEVER, TO BE SILVER METALLIC FINISH ALUMINUM TOP CAP. COLOR TO MATCH METALLIC SILVER FINISH PROPOSED EAST ELEVATION 3/32" = 1' - 0" PAINT TO MATCH SHERWIN WILLIAMS SW7071 "GRAY SCREEN" EXISTING RED BRICK TO REMAIN NOTE: WINDOWS WILL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. AREAS OF GLAZING WILL BE REQUIRED TO MEET COUNTY ENTRANCE CORRIDOR REQUIREMENTS. THEREFORE, STANDARD WINDOW GLASS VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. UMANSKY SUBARU EXISTING VS. PROPOSED ELEVATIONS B SUBMISSION ALBEMARLE COUNTY, VA 2 02/16/2022 EXISTING WEST ELEVATION 3/32" = 1' - 0" ALUMINUM TOP CAP. AT LOWER PARAPET COLOR TO MATCH METALLIC SILVER FINISH. REMAINDER OF METAL. INCLUDING ALUMINUM TOP CAP. COLOR TO MATCH METALLIC SILVER FINISH ALUMINUM TOP CAP. VERTICAL FACE TO BE PMS 280C BLUE. REMAINDER OF PROPOSED BUILDING MOUNTED SEE LIGHTING CUT SHEETS FOR DETAILS PAINT TO MATCH SHERWIN WILLIAMS SW7071 "GRAY SCREEN" DIAGONALTO BE SILVER METALLIC FINISH METAL, INCLUDINGDIAGONAL TO BE SILVER METALLIC FINISH FOR ROOF DR COLORTO MATCH METALLIC COMPOSITE METAL PANELS - SILVER FINISH SILVER METALLIC Jim =ME= ml a■�1E.01w°: 11 1.0 ■■■■■I■■�■�' Mi... -■■■■I■■■■■I EXISTING RED BRICK TO REMAIN NOTE: WINDOWS WILL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. AREAS OF GLAZING WILL BE REQUIRED TO MEET COUNTY ENTRANCE CORRIDOR REQUIREMENTS. THEREFORE, STANDARD WINDOW GLASS VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. PROPOSED WEST ELEVATION 3/32" = 1' - 0" UMANSKY SUBARU EXISTING VS. PROPOSED ELEVATIONS CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM SUBARU SLATE ICON TOWER ARB SUBMISSION ALBEMARLE COUNTY, VA 3 02/16/2022 VICINITY MAP: 1" = 1,000' sOGrs,�o POLO') GROUNDs RD OCHRIDGE LN F 659 SITE P Q�ASOUK RIVANNA. OQ`F RIVET,H F RMESERVOIR i �O EyM 0 29 zi 1 o 854 ..G Khrietopher Taggart: Digital Signature Approved Plan March 2, 2022 STANDARDS AND SPECIFICATIONS UMANSKY OF CHARL 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGSAND FACILITIES, DATED 2009. SURVEYOR'S LEGEND BH BORE HOLE BM BENCH MARK CO CLEAN OUT DIP DUCTILE IRON PIPE E SANITARY SEWER MANHOLE IF IRON FOUND MF MONUMENT FOUND PF PIPE FOUND PKNS P-K NAIL SET S SIGN WM WATER METER WV WATER VALVE 240AK40 = 24" OAK W/ 40' CANOPY DIA. UTILITIES LEGEND GAS LINE —G— PHONE LINE UGT OVERHEAD ELECTRIC OHE SANITARY SEWER S UNDERGROUND ELECTRIC UGE WATER LINE W EX. STORM DRAIN LINE PROP. STORM DRAIN LINE DEMOLITION LEGEND TBS TO BE SAVED TBR TO BE REMOVED EX. EXISTING SITE ELEMENT TO BE REMOVED �X11 TREE TO BE REMOVED — x UTILITY LINE TO BE REMOVED OTTESVI LLE ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP 2021-00047) MAY 10, 2021 FINAL APPROVAL SITE DATA DEVELOPER: UMANSKY AUTOGROUP CONTACT: MIKE TIERNEY PROPERTY OWNER: UMANSKY PROPERTIES TOC, LLC 2611 RIDGEWAY ROAD MEMPHIS, TN 38119 TAX MAP / PARCEL #: 45-68D4 PROPERTY ADDRESS: 960 HILTON HEIGHTS ROAD PROPERTY SIZE: 6.161 ACRES ZONING: HC - HIGHWAY COMMERCIAL W/ SPECIAL PERMIT FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) &SPECIAL PERMIT FOR STRUCTURED PARKING (SP2002-65) ZONING OVERLAY DISTRICTS: ENTRANCE CORRIDOR; AIRPORT IMPACT AREA; STEEP SLOPES - MANAGED MAGISTERIAL: RIO COMPREHENSIVE PLAN: NEIGHBORHOOD 2 - PLACES 29 PROPOSED USE: AUTO CAR DEALERSHIP DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: NO AIRPORT IMPACT AREA: YES ENTRANCE CORRIDOR: YES TOTAL # OF UNITS / DENSITY: N/A DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: NONE SPECIAL EXCEPTIONS: NONE SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417 MARCH 30, 2021 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: SURVEY CONTROL POINT T-77000, PK NAIL FOUND AT BACK OF WALK AT THE INTERSECTION OF U.S. ROUTE 29 AND HILTON HEIGHTS RD. ELEVATION 423.18 MISS UTILITY TICKET NUMBER: B108101800-00B LAND -USE BREAKDOWN: LAND -USE SF AC % BUILDINGS: 73,385 1.685 27% PAVED AREA: 117,512 2.698 44% PERVIOUS/OPEN AREA: 77,476 1.779 29% TOTAL SITE ACREAGE: 268,373 6.161 100% TOTAL SITE IMPERVIOUS AREA = 190,897 SF BUILDING SQUARE FOOTAGE: 67,700 SF EXISTING + 5,685 SF PROPOSED = 73,385 SF TOTAL SETBACKS: 10' MINIMUM FRONT BUILDING SETBACK 0' SIDE AND REAR SETBACK ADJACENT TO COMMERCIAL MAX. HEIGHT OF STRUCTURE: 65ALLOWED BY CODE (15- STEPBACK REQUIRED FOR EACH STORY OVER 40') TALLEST EXISTING STRUCTURE = 49' NUMBER OF EMPLOYEES: 58 SERVICE EMPLOYEES RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: OVERFLOW SPACES FOR PARCEL 68133: 80 SPACES 61,251 SF VEHICLE DISPLAY PARKING / 1500: 41 SPACES 44 SERVICE BAYS @ 2 SPACES/BAY: 88 SPACES 58 SERVICE EMPLOYEES @ 1 SPACE/EMPLOYEE: 58 SPACES PARKING SPACES REQUIRED: 267 SPACES PARKING PROVIDED: 269 PARKING SPACES PROVIDED SITE NOTES: THE PROJECT PROPOSES EXPANSION OF THE SUBARU SALES/SERVICE BUILDING INTO THE PARKING/DISPLAY AREA TO THE WEST OF THE EXISTING BUILDING. 1. NO PORTION OF THE PROPERTY IS WITHIN THE 100-YEAR FLOODPLAIN. 2. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. 3. TRASH AND WASTE IS STORED AND COLLECTED IN DESIGNATED DUMPSTER LOCATIONS ON SITE. 4. 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. 5. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE 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 ROAD$. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR NO CHANGES TO EXISTING SITE LIGHTING ARE PROPOSED AND SITE LIGHTING REMAINS AS WAS APPROVED WITH SDP2003-67 SHEET INDEX SHEET # SHEET TITLE L100 COVER SHEET L101 NOTES 1_102 EXISTING OVERALL SITE PLAN L103 EXISTING CONDITIONS L104 LAYOUT PLAN L105 GRADING & UTILITY PLAN L106 LANDSCAPE PLAN L107 SITE DETAILS L108 FIRE CIRCULATION EXHIBIT L109 PHOTOMETRIC PLAN Ll 10 LIGHTING DETAILS Ll l l LIGHTING DETAILS APPROVALS: PLANNING/ZONING BUILDING OFFICIAL SPECIAL PERMIT CONDITIONS (APPROVED ON 04/16/2003 FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES). 3. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED FOR DISPLAY SHOWN ON ATTACHED DAGGETT & GRIGG PLANS FOR BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 4. REDUCE THE AMOUNT OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL REVIEW BOARD. 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE PHASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW FOR TRUE CLUSTERING OF TREES. CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EVERGREENS; AND 6. IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS WITH PHASE 2. FOR STRUCTURED PARKING (SP2002-65) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. MATERIALS FOR THE PARKING DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT LANES SHALL MATCH SHOWROOM MATERIALS. PAINTED AND RAW CONCRETE IS NOT APPROPRIATE. 3. THE DESIGN OF THE BUILDING SHALL BE REVISED SO THAT PARKED VEHICLES WILL NOT BE VISIBLE ON THE ROOFTOPS OF THE STRUCTURES OVER THE SERVICE EXIT LANES. 4. PROVIDE AN INFORMAL PLANTING OF MIXED EVERGREEN TREES ALONG THE NORTH SIDE OF THE PHASE 1 BUILDING. 5. FUTURE REDUCE THE IMPACTS OF LIGHTING, INCLUDING THE ROOFTOP POLE LIGHTS AND WALL MOUNTED LIGHTS ABOVE THE SHOWROOM. 6. THE DESIGN OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE 1 BUILDING, AS DETERMINED BY THE ARB; AND 7. ADJUST THE PARKING SCHEDULE TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, AS DESCRIBED IN THE MEMORANDUM, DATED MARCH 18, 2003. waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 TH OF' , t I,P cf �f v Alan G. Franklin Lic. No. 35326 w o JULY 26, 2021 4Q, vko�LI0NAL ��G~ NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.01.10.22 RFI #1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions COVER SHEET sheet title Ll 00 sheet number GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A S X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12' x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM l O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES w a t e r s t r e e t s t u d i o 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING landscape architecture I civil engineering THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 418 E Main Street 434.295.8177 Charlottesville, VA 22902 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 CONTRACTOR 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. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. / 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 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. / S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS NOT FOR CONSTRUCTION AS SPECIFIED LATEST EDITION CHECKLIST. professional seal ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE ALAN FRANKLIN OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (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. project manager 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO 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 project team 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 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 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. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. U M A N S KY S U BA R U 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. OF C H A R LOTT ES V I L L E 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE project name ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION UMANSKY AUTO GROUP OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. client 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 960 H ILTON HEIGHTS ROAD 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG CHARLOTTESVILLE, VA 22901 POINTS AS SHOWN ON THE ROAD PROFILES. project address 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT SDP2021 00047 OR COUNTY INSPECTOR PRESENT. project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions NOTES sheet title 46. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. L 10 1 sheet number .................... I anti. will .. .... ....... TO DO UBL E TRE2 own ......... Mom 11 HO TEL -------------- 01 W.— W-1 DO—(�& E �—R —A W 6§� 4 V50-FT. 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W,) I si I p -77 K" t1l, VIM .......... ...... ...... ....... ...... waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.09.30.21 CO. REVIEW COMM ENTSAIGHTI NG PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS reviisions EXISTING OVERALL SITE PLAN sheet title 0 15' 30' 60' Ll 02 sheet number TOPOGRAPHIC SURVEY OF ' o��Ep,LTH p/ Lu Pf A PORTION OF L INC L N 0 -DOU C E S EASEMENT LANE ��f TAX MAP 45 PARCEL 68D4 A a°o'.D999' ti 5�0D_ADOCILS�8MEMEN�� SURVEYING � T=48.02' I SDMH TOP:435.99 D.B. 763 P. 600, 602 PLAT o , 9 LOCATED ON HILTON HEIGHTS ROAD C=74.98' I OUT: 12" PIPE 435.85 (WEST) D.B. 761 P. 298 ALBEMARLE COUNTY VIRGINIA CB=NO6°20'07"W N32.20'06"E N32.20'06"E 4 20' WATERLINE EASEMENT CHRISTOPHER B. KEAN DELTA= 77 20'28" E9•67• 45.09' N D.B. 813 P. 655 Innovation. Integrity. Vision. I LIC. NO. 2378 447.88 632 BERKMAR CIRCLE DATE: MARCH 30, 2021 SCALE: 1" 20' 1 440'82 + CHARLOTTESVILLE, VIRGINIA 22901 i 03-30-20214 CONTOUR INTERVAL: 2' 434. 4 N 2°2 ' "E OFFICE; 434-97 VIRGINIA 1 V `�O � �li D SURVF NAVD '88 VERTICAL DATUM • • ! l•120AK30 •1zo�1/cso 584.91' FAX: 434-974-1776 8OAK35- •120AK30 80AK25 / 120AK30 AT-1977108 www.lincolnaurveying.com 103003507 TS21075.PR0 103-0035-07 / / 436. z - / \ 442.70 \ t' 446.12 P /BMAG26 \' \ •• �1 OTHEE25 40 BOAK 5 / SDMH-EXJ./ .. \ .' . • . \ BTREE20 / A //435:96- - aa7.3 \ • 434�88 \`ZAG25 \\. I - 1.. \' � • ' `- . . - I ' . / - s . w . ' ...v9''. \. - A. . / • \ : , ' '. -• ASPHA --T.. •. '\ '• •447.41. . W' . .. - SDMH-A6 TITLE REFERENCES: aM G25 ' . a38.82 m'.. ' TMP 45-68D4 SDM AN: + \ \ \' .+: ' . \ 446.66 UMANSKY PROPERTIES HOC, LLC �'(� \ • - - _ d3b.43' .' . / .' �.. - '.\. . \ : MAG25 .. : . . .. .. 0 0.. .k . . _ . a .. f 0 D.B. 4963 P. 495 \D diO�� 1 \. ... \ \ . .. - :. \ •: \ .. 1 D.B. 3290 P. 749 GPJgA , � 4 SDMH-A3' .. .. 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D.B. 1611 P. 346 B&S 3 \ LP - - - • y-��-�_-__._ .-_�� ___� _ *x _ -"_- = - - - - - - w •. ... --a01`VGR25 r^--'- _ BW BW _ -- W --* 45.1 D.B. 1470 P. 499 DEDICATION � 1 + - - IBw --- a3o.21 41 430.22 -- 434,23 I I aa5.13 D.B. 1402 P. 144 COMMONWEALTH OF VIRGINIA R E ! I___ T 43259 432,17. . \G D.B. 1336 P. 224 VEPCO ; CENTRAL TELEPHONE ; COMM. OF VA LP � - POST ' D.B. 1174 P. 336 AGREEMENT •� �' . - . . ... •. : BLOCK �.'i 431:08 : . \, D.B. 1174 P. 334 PLAT • BMA 25 � I ..' ; WALL '429:82, . . . . D.B. 1174 P. 307 COOPERATIVE PARKING EASEMENT OAKi6 r - i \ '� ' D.B. 835 P. 199 ACSA i . 430.98 . . 1 . t . - . :FIFE ....:: : �::.':::.::-::'. D.B. 813 P. 655 ACSA / 4G25 \ . w '• 2:5$ :43,42;:-::::::::':.::::: D.B. 763 P. 606 PLAT I QD . .. ,. \ . . ... ' D.B. 763 P. 600 MAINTENANCE AGREEMENT a AG26 - 31.78 .. - . - , 43 42A38 D.B. 761 P. 298 DRAINAGE EASEMENT 430.37 - •.' '. ' 6TREE2 - - . G ;ASPHALT ... .. .: ''I . . D.B. 711 P. 7 - ' 38 ... - . . 437.02 .. \ D.B. 307 P. 413 VEPCO ;CENTRAL TELEPHONE COMM. OF VA - /. 430.31 D.B. 307 P. 413 VEPCO/ ': .: .._ . ® ..' . '. -` ' - - - - - LP/ • r� - .. .. : . - '430� .. .. : . . .. . � r �. -:• TW GM ' 4TREE20 o - ASPHAL•T.. ' , '.i '� : : \a31.n . . 429.86 ' 429.24 .- , 428 . . .. - - _ - .. .• ' .. _ • ' . • . . _ . i / .. \ . .4�.. .. ........ .. . . 27. .•. i .' . . .. . . 20. ACSA WATERLINE .. ' ,S' EASEMENT. .. : �. . . , . . : .. .. It . a .. i. 429.93-.. _D.E.3266.' P.. 129 • 4 T.71. ' . '`• - N .i. .. 429.2'Z D 2$ / _ .. .. CONC. THIS TOPOGRAPHIC MAP WAS PREPARED FOR:. .. / , S S .t . UMAN KY PROPERTIES HOC LLC FT-G2B gz7.6s S S O i F7- Ba XT428.81 G2 3 TREE 0 . 4 28 83 ' .. .. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A v: .. ... ]. . . .. . . . . ..: ..... m ............... ... :.. . . �-. .. .. . .- -L, -1 � -,NJ 7.1 .. . . ' TITLE REPORT11 LT CO 7 I rim O _ =426� 4 . 2eao .'6RE10' - O OME EASEMENTS OTHER THAN THOSE SHOWN GM:':::.:::..... / S S S S S ':: 86 vq'•::•::':::::::'::: f f Q HEREON MAY EXIST. \ F • L H .iTREE15 s '30 MH- -r • , SD G2 � ': �[3 �'F1�' LE �.E �"::P:::F21F... H L L V C A 6 8 O 30 .4 ��..JJ�� TMP 45-68D4 I ZONED: HIGHWAY COMMERCIAL 8HOL30 290Q� ��`Y�� S 42.2 Q $8 '. . / . .8 3 :�::: G G .Q D A . UIW . O w 3 CS 1 az . TMP 45- D4 I IN THE RIO MAGISTERIAL DISTRICT 8 03 FE 68 S S S / -ca CONC. "�'�: a2� .3tl M EE26 E a 3 WMV • 4 - \ - 3 4 '. THIS PROPERTY LIE IN AN AREA DESIGNATED A Z NE X S O SS O 4z . � W 9 00 � . E UNSHADED AREAS DETERMINED TO BE OUTSIDE THE 1- I o (UNSHADED) N \ \ 42 O PT U A A A I i:' 0.2°. ANN L CH NCE FLOODPLAIN A SHOWN ON MAPS / I S 2 • • aza.ii / .. 1 F BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. a: a2a:1$' 3 �a. . • MAP 51 006 2 D DATED: FEBRUARY 4 2 5 / 1_ 0 0 80 00 a EE W / m 2 J l� \ . 8 0 / J 7 THIS TOPOGRAPHIC VEY A M W 2 T S SURVEY WAS COMPLETED •.azz.z.�•.' .. e , N i N45 25"W / 00 j , e '::. TMP 45-68D4 . I m UNDER THE DIRECT AND RESPONSIBLE CHARGE Z 11. a. /. O 105.1T ': }:•..1:;"�T"�: �.:}::�{:..::.i;:i?::, .:}::�rrrr.•::, :�r: } }: }:.; ::?; ; :..': ::::........ - a2a. 02 S Q 1� 2 - . _. OF CHRISTOPHER B. KEAN FROM AN ACTUAL � I - a Q I < PARCEL E :: • K >N GROUND SURVEY MADE UNDER MY SUPERVISION; HH 17 ••:.: :.'� ^i $ C S S S I T 15 4 REE THAT THE IMAGERY AND/OR ORIGINAL DATA A J GE O O G WAS 1 A I 6 39 C. LP : OBTAINED N MARCH 2 21• AND THAT THIS 1 O O C 30 0 S 2 c� rw 1 BRICK .. .. 422. 9 PLAT MAP OR DIGITAL GEOSPATIAL DATA INCLUDING I 3 WALL , L . :...... ; .::., i:':': ''i:' max. - - - METADATA MEET MINIMUM ACCURACY STANDARD , . 420.47+- S S / / UNLESS OTHERWISE NOTED. SS O S _ Q I • I LP IIM I / 2 I 6 Au25 i 4 I HEREBY RTIFY THAT THIS TOPOGRAPHIC URV Y T TH r CERTIFY S SURVEY, O E � I I 1 27. I / 4 54 PROFESSIONAL B I o' BEST OF MY ROFESSION L KNOWLEDGE AND BELIEF, S I 1 6 .8 I 4 CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURE � � ai4A is S S G a �*+ GRATE -Di -��: I t 1j AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE 3 s.� I I I aoa.7s BOARD FARCHITECTS,PROFESSIONAL ENGINEERS,LAND O O U hIII I CERTIFIED LANDSCAPE ARCHITECTSAN -. , :::::::::::- SURVEYORS,CE ED L NDSC E D T EE II 0 3b i. INTERIOR DESIGNERS.I AL ERTIFY THAT THE BOUNDARY R OSO C O �1 �' 1 I SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. / .. \' a27.s7 1._____________________ .... ' .-1____---- CD / - . 11g - \ / -% 1 41d.2s NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES \ '. ' ` -. CONC. --`___________________''� 2a- I I ,��^^, �Y I SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE i \ " ' + J�� `+�' 4 1 '"' / ' ' S S S /- 42 i 1 DMH-A2 17:39 S a a27.2a - 4 I . �' ' ' © . • 1 AT USING UTILITY COMPANY LOCATIONS, - i LOC ED S NG L CO N LOC ONS _ - s Q C� .t - 7 42 2 -8 REE25 b - UTILITY MAPS AND FIELD VERIFICATION.THE CONTRACTOR 1 CONC � 4� ,' I � - i BTRE�25 SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING a2s. _ a2g•3g TE - � _ g -\ - - / w - - - - i -- /, ' • : .' . i UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE V i , . - 7 _- "�_ _.. - - - �GGATE-G1 41 - . . . FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT I eT-77225 © ©� 'BTREE25- = --8 REE25 ' - 58 / 41530. / 1._,,,L - 420 - - 418.01 BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND 1 425.90 ® - - - - % / OO PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 425.07 r^, ,- ' :. CSW / EH HH CR ICV � / SIGN( � ^/ .. 422.88 / J 416.98 41 . 8 . - ' MISS UTILITY TICKET FOR THIS PROJECT: B108101800-00B v`2 : Q '�, g FJF" 15 / , • '/ ' 420.23 / 10TREE30 i / - • 411.81 / / \ ( . ..\ 42a.58'..-O \,-''� '/• 1 - %:. !. • a .:. N31639'50"W / \ . TREE25 �\ �/ / I. LEGEND: CO / `.l ' .- �... :. LP� ✓ ,LP . . 1 / . :' .... 7 ' .. :. / (per. - I'' AC = AIR CONDITIONER 1 / :ASPHALT.. .. _ 'I' /, .. . . I. a. / .. I BW = BOTTOM OF WALL / �' . \. . .. . 1: .. . ... . . .. . J. 1 . \: . .I. DMN=B2 CM =CREPE MYRTLE TREE 423.80 423.47. CMP = CORRUGATED METAL PIPE / / • ..: - . ' .. / I .. /' : aia.se _ 419.88' CSW =CONCRETE SIDEWALK . ' .. DRAINA..GE'EASIt NT +, './,' - . DIP =DUCTILE IRON PIPE \-..TREEIO . D:B. 2.. a... .. T ' /,.. _ 61e:Qz, , b:11 - - /. EB =ELECTRIC BOX N45°00'24"W / /...- ASFFIAI T :. .. y., . /' N EVGR =EVERGREEN TREE 21.93 4TRE aM1 „ /.. . I" a2o:27: PKNF /70, - / : FH =FIRE HYDRANT 2 A 42L31 I OV IM1 FT-F1 . . .. .423.$3 - .W .. / '-/ : FFE =FINISHED FLOOR ELEVATION 422.87 ` ' `a• ' ' /4 / ' FT = FILTERRA 1422.39, /' . • . . 417.04 ;/ : - . • 614:01 ' : 413.$2 6 s GV = GAS VALVE 2TREE5 * LP1. T-81332 FH I GM = GAS METER SDMH-EX3 TOP: 423.22 •� • ' .'.. • j T 0 ' f - 413.37 HDPE =HIGH DENSITY POLYETHYLENE OUT: ib" RCP 416.42 (EX2) , i2TREE3 "i. TREE2 /, . / / �, % % F _- - HH HAND HOLD PKN� SDMH-F1 HOL = HOLLY TREE - •6MAG 422.54 1OTIKE30 /" / I - T-770 .. L _IRON FOUND 423.18 / `6MAG30 •) 422.37. /• BTREE25 6TREE25 I .19:93 417.50 . '.. ' V. . .. • 1 SSMH-2 LP =LIGHT POLE / \ .. / : . • 8TREE26 L I 409.90 MAG =MAGNOLIA TREE I 0- - .,- - '- , . .. • • I 6TREE_25 -� -. /' 413.89 MAP =MAPLE TREE /bti \ /� .. A ! / -.-. _.._ _. _ _ A$PHACT �'.,. .. MNS =MAG NAIL SET I \ . . :., SD H=Ai a2 a7 �.; j - - - - N / \--- :. S OHO = OVERHEAD COMMUNICATION 0 0' DRAINAGE 1 : `AS�HALT•... 420.79 / -. .. ./SPHALT : \'. __ OHE = OVERHEAD ELECTRIC 'tl QHOL2= -5- I 30.`BSL' I � - ��' SDMH-EX2 EASEMENT , ' OAK =OAK TREE a 2.35 \ D.B. 761 P. 298 I )_- �- -r- �/' bE8PC0 ESMT:.. ' _ CO I--*b G2a 2 �� LJ' 1 . .. :' / ' ' - CO 10 35 3�-0�5= F. 66� dF1H-B1. . - - $DMH-HS/ 4 SP = SIGNAL POLE �c _ :.. 420.49 / 419.3 A76. I .' g T=41.45' \� 4i2.e % 1 _ _ _.. SSMH = SANITARY MANHOLE C=68,20' J _ - _.._ 20 ACS G \ .• '.. - - - d - 415:96 '�� .. •aMAG25 &NO _ RY SEWER - � _ _ - - 412.61 .. _.. _..-..- .._ SDMH =STORM DRAIN MANHOLE CB=N79°38'08"W \ N EA EtME(uvr \ _ 3.05LP -422se 3� LP Lp - 415.02.,-.,_ _..?x.gIREE1o. -.� - 5 "-" _ - TW = TOP OF WALL DELTA= 69°16'18" + SSMH-1 D.B. 2721 1? 45 PLAT �; _ \ -� - _- - -' _ _ _ .'j--*.--_.._..8MA_.._.._ - - 43H8B \ 1 479.08 ._..-.._.. _.. ._.. --��.- - - GrEPCO $ - I _ TCB =TRAFFIC CONTROL BOLLARD D.B. 2721 P. 15 �6MAP2g - -- -' _ - - _ ��PzS AG1s _ - - - - f,/aTR _ TOE =TRAFFIC CONTROL EQUIPMENT=T�982370 \ •_ _ - r''' `• 8MAP30 y. ; CENTRAL ) SMT: I - 8MAP25 - - ---- .P / , O EEiS .B'- 5641 P. 520 - , J ORATE-t - - l - i % , WM =WATER METER ® \ 419.20 - - - - _�<'_! 12TREE30 "\ • i; - 6MAP25 • W26 - - 30932\ -•- - • `_ •8MAP25 - z:r_ - j_" 1// WV =WATER VALVE _-_ _.._:. _.. _.. _..� • _ - -.,12Ta_ - - f - MAP O 8MAP25 /" - >> ~�- %' ;l •` VEP AW CENTRAL 'I' '"" _ S3,�11=51"W ,.c'- _ - - - - _,,,.� J<TREE 5 WMV =WATER METER VAULT O TELEdoHONEASEA4ENi.- - 159•N' '� 0 - - / '' -•/ ___.______. © 8MAP2'�--,_,_ 101 q BTREE25�� • C) = B S = 12" TREE 25' CROWN SPREAD 420.82 D.B. 1 36 P. 224 / EM 2 1 - tOTREE30 \ - = 4 - - - - isi- ti - ' +420.80 = SPOT ELEVATION - - - - _ - / ----_____ S41"5' to' PARKING \\ = BUSH p n� / ' UP / FB - - 6 59" SETBACK '•V 1 S57°39'54"E '� � ' _ •r n.00' 1 = GUY WIRE OHE OHO ® m HH H \ a/ ® = SIGN \ � OHE OHC UP p = PIPE BOLLARD / CSW o / v o o \ TRAFFIC CONTROL G-= GAS LINE EASEMENT _ . CSW 1-1HH o6 ELECTRIC LINE D.B. 1402 P. 144 a = SEWER LINE SDMH-EX4 TOP: 414.39 SDMH-EX5 TOP: 409.52 \ - �= STORM DRAINAGE LINE U.S. ROUTE 29 (S.Ei, L.) IN: 12" RCP 409.97 (WEST) m IN: 12" RCP 405.27 (EX4) w -= WATERLINE OVERHEAD UTILITY SEMINOLE TRAIL OUT: 12" RCP 409.91 (EX5) O OUT: 18" RCP 405.17 (GRATE-1) -x x-= FENCE LINE VARIABLE WIDTH R/W 0 VICINITY MAP 1" = 2000' O o e o e Q� \ Lu �e 9 Y � t W Ov i .y J� POLO GRO ft S ROAD SI E Por JQ'a 00 CA Sego O,F O F SANITARY SCHEDULE SSMH-1 TOP: 419.05 IN: 10" DIP (SOUTH) OUT: 10" DIP 411.71411.64 (SSMH-2) SSMH-2 TOP: 409.90 IN: 10" DIP 401.49 (SSMH-1) OUT: 10" DIP 401.38 (NORTH) STORM SEWER SCHEDULE GRATE -El TOP: 444.53 IN: 4" PVC (FT -El) OUT: 15" HOPE 442.17 (A5) SDMH-A5 TOP: 446.66 IN: 15" HDPE 439.93 (EAST) IN: 15" HOPE 441.53 (E1) OUT: 15" HDPE 439.66 (A4) SDMH-A4 TOP: 435.43 IN: 15" HDPE 429.93 A5 1 ) OUT: 15" HDPE 423.58 A3 1 I SDMH-A3 TOP: 435.22 IN: 4" PVC 429.33 (FT-A3) IN: 15" HDPE 423.48 A4 I ) IN: 42" PIPE 399.46 EX1 1 I OUT: ASSUMED 42" PIPE 399.60 A2 ( ) SDMH-EX1 TOP: 435.96 IN: ASSUMED 42" PIPE 400.21 (EX1A) OUT: ASSUMED 42" PIPE 399.96 (A3 ) SDMH-EX1A TOP: 448.11 OUT: ASSUMED 42" PIPE 405.08 EXt I 1 SDMH-A2 TOP: 425.12 IN: 6" PVC 418.70 (FT) IN: 15" HDPE 416.12 (F11 IN: ASSUMED 42" PIPE 398.26 A3 ( ) OUT: ASSUMED 42" PIPE 398.19 (Al SDMH-F1 TOP: 422.54 IN: 4" PVC (FT-F1) OUT: 15" HDPE 418.69 A2 1 ) SDMH-Al TOP: 420.79 IN: ASSUMED 42" PIPE 386.31 A2 1 I IN: 48" PIPE 385.67 EX2 OUT: ASSUMED 48" PIPE 385.48 (GRATE-1 SDMH-EX2 TOP: 422.35 IN: 15" RCP 414.76 (EX3)) IN: 48" PIPE 402.35 (WEST) OUT: 48" PIPE 402.49 (Al GRATE-1 TOP: 409.52 IN: 18" RCP 401.40 (EX5) IN: 24" HDPE 393.46 (B1) IN: ASSUMED 48" PIPE 383.34 IA1) OUT: ASSUMED 48" PIPE 383.34 (7) UNKNOWN OUT DIRECTION SDMH-B1 TOP: 413.99 IN: 4" PVC 410.46 (FT-B1) IN: 24" HDPE 394.86 (1321 IN: 15" HDPE 406.52 I1-111 OUT: 24" HDPE 394.55 (GRATE-1) SDMH-HI TOP:412.69 IN: 4" PVC (FT-H1AI IN: 4" PVC (FT-H1B) OUT: 15" HDPE 408.47 (B1) SDMH-B2 TOP: 413.86 IN: 15" HDPE 406.29 IG1) IN: 15" HDPE 404.62 (01) IN: 24" HDPE 395.37 (EAST) OUT: 24" HDPE 395.10 (B1) GRATE-G1 TOP: 416.01 IN: 15" HDPE 408.15 IG2) OUT: 15" HDPE 408.13 (B2) GRATE-D1 TOP: 408.79 OUT: 15" HDPE 406.28 SDMH-G2 TOP: 425.40 IN: 4" PVC (FT-G2A) OUT: 15" HDPE 416.84 (G11 SURVEY CONTROL Q NAME NORTH EAST ELEVATION T-77000 3923148.74569 11493027.60484 423.18 T-77225 3923286.46138 11493033.58067 425.90 T-77409 3923301.25669 11493135.11916 420.57 T-81332 3923463.00356 11493210.31763 413.37 T-81532 3923579.80260 11493020.90814 431.08 T-B1822 3923391.96803 11492833.84795 434.65 T-1977108 3923551.75942 11492914.51679 442.70 T-1977302 3923371.64474 11492920.6432fi 431.02 T-1982370 3923152.00878 11493084.04232 419.20 SCALE IN FEET Xref .A.A..\1-Proiects\0-PROJECT FOLDER\CAD\02 Xrefs\Title Blocks\VVSS-TB-ARCH D XREF.dwa Z J a w w EXPANSION JOINT EX. OAK 00 R=60.' I I 1 EX. OAK DOUBLETREELANE 50'ACCESS EASEMENT w a t e r s t r e e t s t u d i o A=��2 T=7402' (10)EX. MAGNOLIAS AND-AND landscape architecture I civil engineering D.B.763P.600,602PLAT EX. OAK C8=N06°2007"W I N322006'E D.B. 761 P. 298 20'WATERLLNEEASEMENT 418 E Main Street 434.295.8177 Charlottesville, VA 22902 DELTA=77°2028' N32°2606'E I 29.67' 4.509' EX. OAK EX. OAK EX. OAK EX. OAK N D.B. 873 P. 655 EX. OAK N.a2°40' 6'EEX. DRAINAGE EASEMENT(D.B. 2721 P. 145 PLAT) c EX.EX. 77T— CURBMAPLETO REMAIN TCBC NC. RET. ALL G2 / HH I I (48 MAX HT) MODULAR CMU MILL EX. ASPHALT SURFACE TH TROWELED EDGE; o � I EX. QP ASP qLT AND ADJUST GRADES AS \L — _ _ _ WALL TO REMAIN — _ _ _ _ _ _ — — S`H9 W1TR GRA &-— - ------------- =INISH; TYP. NE V T MILL EX. ASPHALT SURFACE C -2 j/ EX. OP ASPHALT DYERS EX. DOGWOOD AK APPLICABLE Pam" AND ADJUST GRADES AS / - -Z77 NOT FOR CONSTRUCTION SHOWN WITH GRAVEL & / I IV �� P ZP x ALP professional seal Y2" EXPANSION JOINT W/Y2" RECESSED ASPHALT LAYERS I YT-g3 Y. cRATE-EI BACKER ROD AND CAULK, SPACED r.87 //0 444.53 EVERY 25' (MIN) O.C.; TYP. OR AS MET 1 11 /a" DEEP CONTRACTION/SCORE SHOWN PER PLANS -k- / II F E L ALAN FRANKLIN JOINT, SPACED EVERY 5' O.C.; TYP. 3 �2 " _� V LzP FrEI project manager OR AS SHOWN PER PLANS 5 ' 3000 PSI CONCRETE AT 28 EX. OAK / m r \ 445.13 DAYS, AIR -ENTRAINED I P POST TIE INTO EX. GAS 6 O W R a cK (4) EX. CEDAR .4. —x—aL— Pax—xz-x�xD 'x x— SERVICE / Q COLUMN, TYP. EX. CJ project team a— ° WWF6"X6"W1.4XW1.4W/2" I 6' COVERED / - - •40(+� - - MIN. COVER - ONLY WHEN / / / CONCRETE DRIVE` yADJUST / WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR ELEV. 428.30 G —EASEMENT G G G G G 91' LT EX. WAITER COMPACTED VDOT #21A STONE O :�ii.�ii.��i.��i.�ii.�ii.��i.�ii,�ii.�ii,��✓��i��i.�ii.�%��i.�%� .��BASE NEW VDOT I — SERVI E & METERLP G SECTION 95%COMPACTED SUBGRApE CG-2 R ASPHALr ROLL -UP O TOMAIN DOORS ------- _ / = ROLL -UP G� EASLCS 'WATERLINE EX. ELM ---- GAS BUILDING ADDITION^ D.B.3 P. 729 a • �ry ° CONC. FIFE 428.40 M DOORS I www' W CONC. EX. ELMSERVIC oo� W _-3 WALK �� EX. WATER 26 0 11 SERVICE & METER ------------ 0 1I TO REMAIN #960-A a" 2"R L / TRANSITION FROM I Q (3) EX. 4 u, — 8.8 ?8 6" CURB TO FLUSH J1 MULTILEVEL PARKING F ItNOTES: Q MAGNOLIAS csw ` I /_- ME ROLL -UP ° GARAGEANDBU/LDING 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. TIE p t° RE-ROUTE EX. / - DOOR 2. CONCRETE TO BE CLASS A31F CAST IN PLACE, e GAS SERVICE I TIE TO EX. 11 WV RE-ROUTE EX. 4000 PSI IF PRECAST. SEE SURFACE GAS SERVICE ///V�Z ro EX. Ul Er FILTERRA TO REMAIN 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE4 ,I` �O PARKRE-STRIPE NG I /Ia( { // 428.18 ADA RAMP -1I o FDC FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. / i TO REMAIN U MA NS KY S U BA R U O F �] EX. ELM 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" `l / �5G #960 1 r (15"DEPTHI ORINCREASED AS MUCH AS 3"(21"DEPTHI4 ° Q vi' I / j� CHARLOTTESVILLE ------------- IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE ° SUBBASE aADD 1 STORY WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. O,Q I HH l l EX. SHOWROOM/SERVICE BRICKBUILD/NG OTHERWISE THE DEPTH IS TO BE T8"AS SHOWN. NO ADJUSTMENT 6' �, LANDSCAPE ao IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN 111 / FIFE 428.40 TMP 45-68D4 LP INCREASE IN DEPTH. — ISLAND. I / / ::E / - BRICK 5. THIS CURB I$ TO BE USED WHEN DESIGN $PEED ° / / O� ,-3„ PARCEL E M _ - WALL IS 40 MPH OR OR E$$SS ON DEVRURAL ELOPED URBAN SA D MILL EX. ASPHALT SURFACE I/ / / TIE TO EX. 6.739AC. , 11 (2) EX. 45 MPHSUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE AND ADJUST GRADES AS x� ' I� MAGNOLIAS EXCEEDED STANDARD CG-3 IS REQUIRED. / SHOWN WITH GRAVEL & TRANSITION FROM I I ASPHALT LAYERS o 0 6" CURB TO FLUSH GRAT DI 2 VDOT STD CG-2 EX. MAGNOLIA 0 5'R ' EX. CV S Ll .04 SCALE : NTS RE-ROUTE ERLINE o I Q W �ONC. COVERED (2J EX. WATERLINE U MA N S KY S U BA R U 1{ / �' ALK ` CONC PATIO � 11 E S 1 SIDEWALK Ll .04 SCALE : NTS 3 ASPHALT PAVING Ll .04 SCALE : NTS o I ELEV.428.40 ii Q OF CHARLOTTESVILLE / M �� project name EX. UP 1.5" VDOTSM 9.5A 4 60EG1 ///o UMANSKY AUTO GROUP ASPHALT WEARING COURSE o/SQ/ \ I EX. CV cs. EB yy ® V client 2" VDOT IM-1 9 ASPHALT BASE COURSE EX. RAI AGE EASE ENT EX. UP / / 960 HILTON HEIGHTS ROAD N3103950"W ��/ `Of (D.B 2721 P. 1 5 PLAT) (PARKIN LO CHARLOTTESVILLE, VA 22901 6" COMPACTED VDOT 21A STONE BASE 52.00' / L �l �`; e N E 20' CSA LP 111I o T\ P4 WA ERLI E L� /j I project address COMPACTED SUBGRADE (J o / ASPHAI i � EASEMENT, TYP. �G0 � � � / �� 2 EX. X. UP EX. UP t7 DOGWOODS /GRKI G L TTRE� (PARKI G LOTTR ---- / t W W W W W W W W W W \ —_ — project number DRAT EEA _ — 1 D.B. 2721 P. 745PL \ Ci— N45°0024'W EX. �PLE G— G G G G G G G G G G G G G GtsPFr,4;c>< 4 G 27,P3' PKNF/ �F EX. EL/M �\ — — — — — — — — — — —�wv — — — \ /// MAJOR SITE PLAN AMENDMENT 42287 \ RE-ROUTE E GF / I project phase ....... I / CO C. ST IRS ASSERVICE// FH (8 R 6" E ) (3) E . R -RO TE 6" (3J X. / G EX. ELM _ MAY 10, 2021 PKNFI ELM A SA ATE LINE EL S / issue date 1 I REPAI ASPHALT (3) EX. M GNOLIAS INSTALLA IION, TYP. �� ASPHALTS—O�— _ _ _ _ _ �� ASPHALT �- ASPHALT .�— UGE$ UGE �y UGE UGE _ EASEMENT — — — — — — — —, ° 30' SETBA (r� $ VEPCO ESMT. — — — — D.B. 761 P. 298 —j'� S D.B. 3058 P. 667 Fyy74 GEN — R=6204' S $ 1 Dlp ETBA ee �s � � — 47374 A=72.54' S $ S U \ 41610 ---------- L— ------ T=41.45' C S S 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN C=68.20' o —®S S ARY"SEWER P — 1.07.26.21 COUNTY SITE REVIEW COMMENTS C8=N79°38'08"W EASEMENT LP LP DELTA= 69°7678" \ \ D.B. 2727 P. 745PLAT L HIB revisions D.B. 2727 P. 152 \ TCB P 1GE VEPCO AND CENTRAL V' TELEPHONE EASEMENT EM 52' Y 0 \ 0 P. D.B. 7336 224 p OHU p © ®FB I' II S 9TV SETBACK RKNG S57°3934'E HU OH OHU �OHU \ (7 EX. ELMS Hu OHU OHU OHU OH�— OHU - OHUWE�(. A&U 17.00' OHU OHE OHU HH HH ( ) OHU csw of I EX. MAGNOLIA (4JEX. ASI-p c OHu 6T�u OHU OP TRAFFIC CONTROL LAYOUT PLAN EASEMENT------------- ---- —X°% CSW o (� D HH sheet title D.B. 1402 P. 744 U.J. ROUTE27�7 (S•U•L.)-------- SEMINOLE TRAIL = VARIABLE WIDTH R/W O 0 10' 20' 40' Ll 04 O sheet number EX. OAK R=60,00' '1 I EX. OAK DOUBLETREELANE S0'ACC waterstreetstudio A=80.99' I (IO)EX. MAGNOLIAS 1TYEASEMENT AADonLIrrEASEMrENr T=4802' To SDMH TOP.'435.99 D.B. 763 P. 600, 602 PLA T EX. OAK landscape architecture I civil engineering C=74.98' OUT.• D.B.767 P.298 418 E Main Street 434.295.8177 Charlottesville, VA 22902 CB=N0602007W I N322006'E N322006'E EX. OAK EX. OAK EX. OAK EX. OAK 20'WATERUNEEASEMENT DEL TA=7702028' I 29.67' 45.09' ry D.S. 813 P. 655 EX. OAK 440.82 _ 44586 447M -,- EX. DRAINAGE EASEMENT 9 �/ ✓ 80 35� I -I' \ 720AK30\ 8OAK25 \ (D.B. 2721 P. 145 PLAT) 43.42 // / �� /� 120AK30\ 120AK30 120 K3011 446' I EX. 584.97' - - - - - - - - - - - - \ B c�5 I I J - - - IOTREq' MAPLE \ / EX. CURB , TO REMAIN KB My-EX7 �\ I 5,00 SIF LIMITS F DI TURB NC 8� �0 Bo ® '9J M1 G25 0 0�1 8" P C,FR nil IN M TC) \ WPO C' TO)R NC PR RFT CESS AI I D SE AR TEL \FNC' NE 44734 J DOT SDMH-A3 @ �V. a (48" MAX�T) HH , /7C MILL EX.' SPHALT SURFACE8M.9G25 436.62 426.00 m ASP q1T MODULAR AMU 4�SDMH-AS -A4 + E Q AND AD ST GRADES AS1 4 .4.3 WALL TO RE INNE \V FEX. \ 1 -_\_ �_________________-______-______SH T1 `GRAVEL-&- a s 31 1/- EX. Q� _ ASPHALT AYERS EX. DOGWOOD II ab^ MILL EX. ASPHALT SURFACE CC A Z 34_ 452 _ _ - _ `\_ EX. J EX. OAK b NOT FOR CONSTRUCTION AND ADJUST GRADES AS ; o T 432.3 - 431 0 - ` \_ SHOWN WITH GRAVEL & I {7A 43 VV 42 PL 44.0 GR25 I professional seal ASPHALT LAYERS 43213 I BC 433.01Y35 A3 \ 4 8 BeAx3� \ - b GRs GR2 rw G rEEI I I 3X6TREE75 �, a�� -ram" �7 AK33 Rock TIE TO EX. 6" ACSA 11 / 43587 + -. �434 R�EIS 438 2O" \0 p - V EVG 20,7 Bw Bw -44� 444.t1 SAN/TARYSCHEDULE J / J ( 1TW Ems- %vIET 440 �� 430.57 430,74 Tw ��-- GR25 740AyrK3� 2EtLGR V� 6_TREOE75 WATERLINE W/ 6" X 6" A 2$ 434 433 3 T� 9R �F - J 4 56' q4, _I~ - 4EV�R1 SSM0"DIP4 7.77(S ALAN FRANKLIN TAPPING SLEEVE & 5 �� LP - Bw • Bw B ' T4 5..1k h7-El OUT: 10'1D1P7417. 4LSSMHH-2/ project manager lh An P 430.21 430.22 \ 4 4.23 -� - 445,73 GATE SSMH 2 TOP: 409. 90 VALVE EX. OAK tb / + POST IN: 10"DIP 407.49/SSMH-1) TIE INTO EX. GAS I } / 8" ACO B CK OUT:10"DIP 401.38/NORTH/ SERVICE I , AK' 2� / / TRENCHDRAIN COLUMN, TYP. " A O 429.8 EX. GAS SER ICE (4) EX. CEDAR / project team MILL EX. ASPHALT SURFACE f�E HPRAIN- EX 429.38 & METERS TO STORM SEWER SCHEDULE � COVERED � 428.50 + FEE B g BC 431.00 REMAIN w 432.59 433.42 I CONCRETE DRIVE A 429.3E N GRATE -Er TOP.'444.53 AND ADJUST GRADES AS G2s° B 9.00 G G N.'4"PVC /FT EIJ SHOWN WITH GRAVEL 8 - G o -i ELEV. G Y� OUT.'PVC(FE442.17/AS/ ASPHALT LAYERS 037 160 6" PLUG - LT - - - - EX. WAJTER 7 430.31 \ ' } Os 1N:15"HDPE439.93/EAST/ NEW VDOT C428.00-------� SERVI E &METER - LP Tw G 4TRE OUT:15"HDPE439.66%A4/ CG-2 ASPHALT `5� / I �a3o ROLL -UP O TOR MAIN-aza- I / 428.00 DOORS 428.30 O 43,77 EX. ELM SDMH A4 TOP.' 43543 8" X 6" TAPPING 4 50- 6 PLUG 2&AL`S WATERLINE \ 42Z 63 IN: 15"HDPE429.93(A5) G___ ROLL -UP 0 EASL�VIE./4V�T G;� OUT.'75"HDPE4235B /A3/ + BUILDING ADDITION D.a.3' P. 729 a TIE INTO EX. GAS SLEEVE &VALVE 4 .93/ l 428. DOORS SDMH-VC429.33/FT2 FHA #1 ry' / / FIFE 428.40 �w�.�� SERVICE S.-4"PV TOP.'43522 CONIC. E 6 GCS W.L� conc. EX. ELM (Qzo = 2,904 GPM) I �® 1 / l WALK \ N 1s'HDPE4234e (A 4) J �l 42Z89 EX. WATER OUT: 42"FIFE399.60/A2J ADD 20' ACSA 7 p 4 . FTG2A 1 426 SERVICE & METER 426. 90 I S0MH-EX7 TOP.' 435.96 ° ° � TO REMAIN /N ASSUMED 42"P/PE400.27/EX/A/ EASEMENT 42 - 1 1.25 �!= - - - - - - - - - - - - - l0 I70 r #960-A OUT.ASSUMED 42"P/PE399.96 /A3J Hq jC BE�VITRANSITION FROM 41828 EX 428.28 R�EI 6" CURB TO FLUSHDMH G2 MULTI LEVEL PARKING S0MH-EX7A TOP: 448.71 Q (3) EX. 428.62 aH0130 dsHo[30 429.00 4254( OUT. -ASSUMED 42"P/PE 405.06 /EXIJ OQ MAGNOLIAS CS FLUME ROLL -UP / GARAGEANDBUILDING l 426..0 FFE S0MH-A2 TOP.' 425. 72 RE-ROUTE EX. DOOR 428.30 11 IN: 6"PVC418,70/FT/ \ 4 wM RE-ROUTE EX. IN: 15"HDPE416.12/FI/ GAS SERVICE 429.0o I TIE TO EX. 18,400 SF TYPE 3B BUILDING TIE 8" PVC FROM IN. -ASSUMED 42"P/PE398.26/43J Z ro 2. EX. U 4 „ FT FILTERRA TO REMAIN FIRE -FLOW REQ.= 2,750 GPM GAS SERVICE OUT.'ASSUMED42"P/PE39B.79/AlJ s SDMH-F1 TOP: 42254 a RE -STRIPE \ / / P //B ADA RAMP TRENCHDRAIN TO 1 J F°c N'4"PVC /FrF7J lV PARKING \ / / I EX. SDMH-G2 @ T EX. ELM OUT:15"HDPE478.69/A2J / 3 TO REMAIN UMANSKY SUBARU OF #960 INV.423.00 -I c Q I FFF CHARLOTTESVILLE 4 f SDMH-AI TOP.' 420.79 Q ADD 802 8.40 1 STORY 4 2 r IN.ASSUMED 42"P/PE386.31 /A2J ,Q I yy� EX 428.40 EX. SHOWROOM/SERVICE BRICKBUILDING OUT. LANDSCAPE WREE,5 ISLAND / FIFE 428.40 TMP45-11 LP / / / Tw S0MH-EX2 TOP. 42235 o - 422.39 _i BRICK IN: 15"RCP 474.76 /EX3J/ PARCEL E M WALL IN: 48"PIPE 402.35 LWESTJ MILL EX. ASPHALT SURFACE I/ / 4 7.54 6.739AC. 420.47 X• TIE TO EX. , 1 � , \� (2) EX OUT.'4B"PIPE40249/A1J AND ADJUST GRADES AS REQUIRED KNOX BOXIOCATION TO BE 2sGRA 42 MAGNOLIAS IN:18" RCP 407.40(E SHOWN WITH GRAVEL & G / 42L TRANSITION FROM COORDINATED WITH THE FIRE MARSHAL'S OFFICE -�' 11 � /N:24"RCP 40T40/EXS) ASPHALT LAYERS 4 6" CURB TO FLUSH \ `6" I GRATE -DJ IN: ASSUMED E3 nl \ AG7 OUT: ASSUMED 48"PIPE PE383 a 4 EX. MAGNOLIA V 26� �l / EX. CV / w s / 408.79 ONKNOWNODIRECT/ON 34/al RE-ROUTE 6" It Of �I 7 2 SDMH-81 TOP: 41399 O 1C. COVERED �J 11 I I 29 E S IN:15"HDPE306.52( 2J TW 42 UMANSKY SUBARU \ 41a /N,- 4"PVC 410.46 (FT-81 J ACSA WATERLINE I _ EX 426.70 / ALK CONIC. PATIO BW 426.50 N.'15"HDPE406.52 /HlJ // OUT: /GRATE-7J BC 426.00 / / 617 TW 42 .50 I I EE35 + N // SDMH-HI TOP:4/2.69 /SD H- 2 Q2 I \ ELEV. 428.40 -42 � , 4,739 �- � / OF CHARLOTTESVILLE 6TR�E25 / S 8rRa 5 I /N:4"PVC/FT-H7A/ project name 6 / (., i E/y // /N:4"PVC /FT-H78) EX4I'� 5j d, y� - 7 OUT..-15"HDPE408.47/81/ TREE25 _ 420 - / y- �C 476A07 47530 // O SDMH-82 TOP: 41386 a2sm sTGN 11 I \ 6�X. C � csw IN: 75"HDPE406.29(G7) UMANSKY AUTO GROUP EBoo yy ICV �� X. V yy 4I6.98 J q16, N.'75"HDPE404.62/D7/ client Q\ v2 \ \ I \\ / 4n.87 /N.'24"HOPE395.37/EAST/ T 428.50 X. P.'°�i AGE EASE EN EX. UP EE3o s / / OUT: 24"HDPE39510/B7/ 960 HILTON HEIGHTS ROAD N37°3950'W 7 7 z� / '.58 \F pE25�/ T 428. 0 g 42 .00 (D.B 2721 P. 1 5 PL )� (PARKIN LO J Q /// I GRATE-GITOP:416.01 CHARLOTTESVILLE, VA 22901 52.00' // \ T/ \ r�,, �P \ - IN:75"HDPE408.15/G2J P4 BS 0 NEW 20' CSA 4 /� 50 \\ /// I OUT.'75"HDPE408.73/B2/ project address WA ERLI E ( \\ ' / ' GRATE -DI TOP: 408.79 G 416.25` B ND / N ASPHAL OUT.' 75"HDPE406.2B (2) EX. / . - X. UA1 00 \ EX. UP EASEMENT, TYP. / cF �W W 423.3 423.47 0 / SDMH-8 SDMH-G2 TOP.' 425.40 SDP 202100047 DOGWOODS Q ' KI � T TRE� \ (PARKI LOT THE 22. 414. \ //_a�386 I N-4"PVC/FT--G2AJ // ( W WW W+ W W WW W-W + - -_ our. !s"HOPEa16.84/G1J project number „_4TREEl / D.B. 2727 P. 745PL \ 420.27 418 2 , b EX. MMM�PLE G G G G G G GG G G GQ G G G Gs G N45 0024'W l \ � z // 27.93' PKNF 4TRhE10 ' EX. ELM - -nti - - �wv /- / J - 423.83 � � 42/.3/ � / / MAJOR SITE PLAN AMENDMENT 422.87 4 233 \ � N > / I project phase \ \ R -ROLITEE . / 4 704 RE OVE X. 9 ° C414.0? 413.82 2TREE5 SDMH-EX3 TOP:42322 I - i / \ CO C. STAIRS \ ' ASS RVIC 1 TR 2s 1 AN // FH OUT: IS" RCP 415.42 /EX2J ( i2/RE�35 7 \ �� \ i T FF25 J i I (8 R 6 E ) / \ (3) E R -R� TE b"MAY PKNF S,%MN-FI - ` \ r ; . -ELMS A S ATE LINE '- 'CE W/ issue dateo, 2021 � MAG 42254- L SOT 30TIFF II -` 6MAG/0 ' \ REP/ ASPHAL'2 \ 419.93 417.50 414.41 ( � \ ( R 25 TREE25 FTE LITY / \ \\ 1 I \ l br f25 (2) - 6" G.V. � ti'� ( X) �� 47369 (70 BTk�`25 409 02 (J EX. MAGNO\IAS INSTALLATION, TYP. \\ \� A_ S $ �- p - - \ �_D - AS HALT �- �4 0.7P #SPHALT $ s z - ------ EASENE7GT-- y- ----- -- ----- , C° l �-- UGE UGE UGE UGE Jam/ -- - - - -- /� ,'//' a SDMH-¢X2 - - - ` S VEPCO ESMT. ' / Co - a 4 35 D.B. 767 P. 298 / ' R=60.00' $ $ MIDIP �$ / - 10 35 D.B. 3058 P. 667 SDMH-81 47I314 0 6EEE7 A=72.54' �- _, - S (� FT-81 I -------- 4L�99 _ I ' St�i T=41.45' \ \ S $ 420.49 / 4FR35 / 476. , / / - - - �v 41M 9H 20ACSA' $ ��' , E£s - 415.95 / / ,� 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN C=68.20' O ( �� AG s _�.3 AR7$SEWER 42265- � 36 / � - 41502 2x6rREE1 412. 1. 07.26.21 COUNTY SITE REVIEW COMMENTS o C8=N79°3808"W \ ry EASEMENT ��- LPi LP - a DELTA= 69°7678" v S5MH-7 D.B. 2727 P�IdS PLAT , - L -H78 J - 479.05 D.B. 2727 P. 752 ( AP25 �-�_ -ram ' l dTREER�� 302.6Gr - revisions o 6MAP I/' S2 8 AP23 j �26' w -�� w \� GE VEPCO ANO CENTRAL . i- l .2�� i l C� �- I ,) 72 S 7 , �,W Al('15 , 1 \ �/` 1 / 4TR E, = C TCB SP 1 TELEP NEEA3Z79E, � 0' -i-� - � �' y �: ,� N 420.82 P 0 D.B. 1H,3V6 P. 224 EM52/'"-15 70rREE30 �- , , � ) 10'PARKING i o OHU OHU o OFtU OHU---�yU � OHU -� P FB I N SETBACK S57 3954 U OHE OHU HU OHU -� 0 (7)EX. ELMS a - OHU OH�- \g}{U o-L�_ OHU(-"&- & oH� OHU 1700 OHU ° I EX.t OHU ,� oH� UP GRADING &UTILITY (4JEX. ASI p PLAN m CSW v P �� PO TRAFFIC CONTROL ________ ________ ___ CSW EASEMENT - O H'y b sheet title D.B. 1402 P. 744 P� a SDMH-EX4 TOP.• 4/4.39 SDMH-EX5 TOP: 409.52 U.S. ROUTE2P (S. B. L.J N. 72"RCP 409.97 (WEST/ A IN:72"RCP405.27/EX4/ OUT:12"RCP 409.91 /EX5/ O OUT. 18"RCP405.77/GRATE--7J SEMINOLE TRAIL In ,U VAR/ABLEWIDTH R/W 0 10' 20' 40' h O6%m==6=mm� Ll 05 sheet number PLANT J SCHEDULE _- -- -- -- -- -- -- -- -- -- -- - QTY. SYMBOL Scientific Name Icommon Name Size ISpacing I Root INotes 110 Yr Canop Canopy Tota EXISTING SITE TREES TO REMAIN I I 8 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4-5' Ht. As Shown B&B Existing 123 984 I I w a t e r s t r e e t s t u d i o 4 CV Crataegus viridus 'Winter King' Winter King Hawthorn 6" Cal NA NA Existing 184 736 EX. OAK I landscape architecture I civil engineering 3 QP Quercus phellos Willow Oak 12"'-18" Cal. NA NA Existing 370 1,110 � DOUBLETREELANE 5 UP Ulmus parvfolia 'Athena' Athena Chinese Elm 12"-18" Cal. NA NA Existing 366 1,830 R=60.00' EX. OAK 50'ACCESS EASEMENT i8 E Main Street z Si Charlottesville, VA zz oz 4 434 95 77 9 Total = 4,660 A=80.99' T=48.02 (I0) EX. MAGNOLIAS _AND onury EAYE175W PROPOSED SITE TREES C=74.98' SDMH TOP.•435. 99 OUT.' 12"P1PE435.85(WEST) D.B. 763 P. 500, 602 PLAT D.B. 761 P. 298 EX. OAK 2 CF Corpus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 248 CB=N06020071W I N3220'06'E N322006'E EX. OAK EX. OAK EX. OAK EX. OAK 20'WATERLINEEASEMENT DELTA=772028' 29.67' 45.09' N D.B. 813 P. 555 2 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 45' Ht. As Shown B&B 123 246 I EX. OAK 44D.82 445B6 447..88 2 LS Liquidambarstyrociflua'Rotundiloba' Rotundiloba' Sweetgum 2.5" Cal. As Shown B&B Matched specimens 206 412 1 2 UP Ulmus parvfolia 'Athena' Athena Chinese Elm 2.5" Cal. As Shown B&B Matched specimens 366 732 ds4 O _O_ `- _O�-O ` O - 20 TO Thuja occidentalis 'Emerald' Emerald Green Arborvitae 6 T Ht. 3' O.C. Cont. 10 200 9 80 ` _ 720AK30\ / 'BOA \ _ / / - r \ 120AK30` 720AK30 / _ _ 720. K30\ I _ _2o06'E 584.91' / \ Total = 1,838 SHRUBS Ye c?5 35 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. 36 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. 3' O.C. Cont. BOTCB M9 117 IC I lex Crenata 'Green Luster' Japanese Holly'Green Luster' 3Gal. 3' O.C. Cont. ® MdG2s 15 FM Fother illa ma'or Witch Alder 3 Gal 3' O C Cant o 46. EX. OTREE�9\ MAPLE / 447.34 \ VDOT / CG-2 110 MP Myrica pusillal Dwarf Wax Myrtle 3Gal. 3' O.C. Cont. HH ,: I I y�� a (48" MAXt1T) a / $ \ MILL EX.' SPHALT SURFACE 35 VD -A Viburnum dentatum Arrowwood Viburnum 3 Gal. 3' O.C. Cont. \ � b ASP ALT MODULAR AMU 4,u.41 � SDMH-,a5 O BMrt G25 I SDMH-.A 436.62 EX. Q ( + + AND AD ST GRADES AS 446.66 36 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. 3' O.C. Cont. MdG25 ` I i 3s.43 _ _ _ _ _ _ _� WALL T_O REMAIN - � � - _ _ _ - NOT OT FOR CONSTRUCTION O I cTp I I �TI O --- _ IV I I R NSTRU I 29 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. 3' O.C. Cont. NE b T CJ EX. DOGWOOD NOTES: MILL EX. ASPHALT SURFACE / Cq� 4 sDM 31 1 / CIF CJ EX. Q�\ _ ASPHALT AYERS I I b professional seal A as 34 \ 435.22 _ - _ _ EX. J EX. OAK 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, AND ADJUST GRADES AS - MATURE HEIGHT. SHOWN WITH GRAVEL & A + 0 3 `� _ \ ` Gyz25 ~` ` J T IY ALAN FRANKLIN 2. THE TOPPING OF TREES IS PROHIBITED. ASPHALT LAYERS 432.13 433s 1) 3X6TREE1s \ 3 ` �, AKA\-4 �_ GR2s R �G I I ' r \ l lI T587 ./ i-. �434/ R�EIs �� 438 '20 30\ `t ) �-\ IiJE�'GRs Evc 20/ r' ZAr >.,GAAIA project manager 3. SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE SHRUB. T/ f 3 oE� R r BW 8W , GR25 ,40AKK3� � 3W 6TREE15 )rw E2 - �` T 440�Y 43057 430.74 TW 3 ,q� LP 3 / 434 433 3 `1, TRH �' / 90. J \f E� 4 .56 441 =i \ 2E11'GR 74EV�iR2 TW I FO LANDSCAPE CALCULATIONS 5/ 1 /� �� - Bw 0 BW 445116 �-E7 / } -�- 430.21 430.22 \ 4 423 - 44573 team EX. OAK /= GATE project Tree Canopy a/ o - _POST TIE INTO EX. GAS `L / Requirement: 10%of Total Site Area 8 2� Wl� B cK i 429.82 (4JEX.CEDAR SERVICE 7 AK COLUMN, TYP. NL EX. CJ \ COVERED \ I + FFE q 8 G2 w 43259 433.42 Total Site Area 45,590 Square feet , 1 � � Gross Site Area 45,590 Square feet l ~' c2s� / CONCRETE DRIVE _ ADJUST �429.3B N (J Rec. Areas 0 Square feet 430.37 ieo l /� ELEV. 428.30 - G G GT G oG G-{ (-) Pond Area 0 Square feet / _ �_ - EX. WPyTER 7 \ K, ' 1 0 O Wetland Area 0 Square feet NEW VDOT a / j - SERVI E & METER LP 430.3, G 4REE2 S CG-2 ASPHALT `5� / l ia3o ROLL -UP 7 \� TOR MA -426- 4'3 „ / /� DOORS \2 WATERLINE \ 2;63 EX. ELM Required: 4,559 Square feet G �/ ROLL -UP Gi �EASA44 T c= c� TIE INTO EX. GAS + / BUILDING ADDITION D.B. 729 w (+J Tree Save 4,660 Square feet o \ 4�.93/ DOORS (+J Canopy Bonus 1,165 Square feet / / CONIC. FFE 428.40 I I w� \\ SERVICE L \\ � 42z89coNc. EX. ELM (+J Proposed Trees 1,838 Square feet �a I®1 i WALK o 1� EX. WATER Provided: 7,663 Square feet = © 4 . FrG2A II ate SERVICE & METER 426..63 \ ° - ,T ---T! -- 1 : 426 o . - TO REMAIN #96o-A Street Trees J H q f� TRANSITION FROM FE28 Requirement: 1 Large Shade Tree 1 1/2" cal. per Linear Feet of Frontage (3) EX. dHOtX 1 6 OL30 429.00 - 6" CURB TO FLUSH O II 425,4 MH c2 ROE, MULTILEVEL PARKING q g ( I p g FLUME o GARA GEAND BUILDING OQ MAGNOLIAS " I -- ROLL UP / GST✓ / l- 428o UP (PARKING LOT TREE) FFE Street Frontage: 400 Linear Feet RE-ROUTE EX. DOOR 428.30 II 1 a WV RE-ROUTE EX. Required: 8 Large Shade Trees GAS SERVICE 429.00 o TIE TO EX. GAS SERVICE Provided: 127 Large Shade Trees Z ro 2. EX. U l 4 , FT r FILTERRA TO REMAIN h RE -STRIPE / 52818 "J 1 l FDC l� a PARKING / / ADA RAMP '� Interior Parking Lot Trees � 3 TO REMAIN UMANSKY SUBARU OF #960 / Ex. ELM Requirement: 1 Large Shade Tree per 10 Parking Spaces = �e aADD ( 02 4FTE 28.40 CHARLOTTESVILLE )STORY a2 / �Q ( HH� EX. SHOWROOM/SERVICE BRICKBuILDING (7) CS Subaru Site LANDSCAPE FFE428.40 TMP45--68D4 � krREE1s Parkin Spaces: 20 ISLAND I / / UP (PARKING LOT TREE) I� TW J BRICK Required: 2 Large Shade Trees / / / PARCEL E M 1 - wau Provided: 5 Large Shade Trees (3 Existing & 2 Proposed) MILL EX. ASPHALT SURFACE O I/ / / 6.13PAC. (11) IC 420.47 AND ADJUST GRADES AS TIE TO EX. (20) TO 36" O.C. (1 1) FG ' 11 / 42 � 2s (2J EX. REMOVE ALL 7 I MAGNOLIAS Interior Parking Lot Landscaping Area SHOWN WITH GRAVEL & O / 42z TRANSITION FROM (7) CS EX. SHRUBS O CS ' I 1 Requirement: 5% of Paved Parking and Vehicular Circulation Area ASPHALT LAYERS 4z6 / / / 6" CURB TO FLUSH (7) CS (7) CS ``6"'AG' GRATE-D1 UMANSKY S U BA R U shall be Landscaped with Trees and Shrubs EX. MAGNOLIA \ EX. CV s 40B.79� RE-ROUTE 6" �, (25) IC/�/ /11 as / / (2J OF CHARLOTTESVILLE Parking Area: 27,040 Square feet ACSA WATERLINE (26) MP / / 40 COVERED (5) FG (14) MP �� 1 JJ I 29 ELS project name Required: 1,352 Square feet / LK CONIC. PATIO (5) IC (14) FG - Provided: 12,056 Square feet (2) LS o ALTERNATING/ sD H 2 �26I ELEV. 428.40 EE3 �4139 f // 4W / L <� \42.72 �E2b T 25• /\ i BTR�E$s UMANSKY AUTO GROUP Screening 1�\\ (11G XAT 11 6/ / A// client Requirement: Parking ores consisting of fourspaces ormore shall be O // \ - TREE25 - -a2o- �Oc 476.01 SJ /�\ 47530 // 0 960 HILTON HEIGHTS ROAD screened from adjacent residential or rural districts. 425.07 /l \ 42266EX. Cy CSW X. v EB., HH �Icv 476.9E , 476. CHARLOTTESVILLE, VA 22901 Provided: Not Applicable / SrGIV �9 I o\\QF CF o� X. AGE EASE HH EN EX. UP EE30 4187 project address N31°3950"W G7 7 / \ ti�l 458 \`Ot RE 51� ]3 (D.B 2721 P. 1 5 PIL )� (PARKING LO 52,00' / \ \ \� / LP / P+ WA ERLI ESA \ \ /i I SDP202100047 Ol P G a 2s ' // project number ASPHAL (2) EX. / - �ll X. UP \ EX. UP EASEMENT, TYP. cF w �i�I wf�w DOGWOODS 4233q ' 42347 p KI G L�T TRE� \ (PARKI LOT THE / N 4 4 \ J /a�3s 82 ' W W W W W W W W W W / = project hose x TREE/1 . l OBA2721 P.�45 \ �- f / _- MAJOR SITE PLAN AMENDMENT . EX. MAPLE a2a.v 478 2 ° � �7Q G G � G G G G�G G G GP G G G� �-.�G 1 p 27.93' PKNF 4TRBE70 * EX. EJ1M - � I J) ia- �9� 421.37 MAY 10, 2021 .83 (13) MP y a wv / 422.87 , I ' ALTE NAT NG 4 233 \ \ � R -ROJRTEE r 4 zoo `, j �,, / 474.O1r / 41382 issue date 2NEE5 0 s /, \ ; ( / NTERI RIB G LO FH CO C. ST IRS ASSVIC AND CAP REA EX. ELM SDMH-EX3 TOP. 42322 \ TR 25 OUT: 15"RCP 415,42(EX2) � ( iRE� 7 � rr \ i T EE25 l _ i I (8 R 6 E ) / \ (3) E . R R� TE 6" (3) X. PKNF / sdMl�`fl ` \ r = LM A SA ATE LINE - ' EL S SH ED) 12, SF) ` 11 ' (6MAG�0 42254-' L 'fOT 30 6MAG�0 \ REPAI ASPHAL'2 \ \\ ( R s ��TREE25619.93 \ / ( 47T50 / 414.41 / 11( l SSMH-2 \ 1 / 84 E25 i 409. 90 1 FTE ILITY / \ r I / 6T E25 // 413.69 GC i J EX. MAGNOO\IAS INSTALLA ION, TYP. ASPHALT AS HALT �- \420.79 SPHALT S S I ��-_--- \--20� __-�- ----- ---------� %(7) VD -A �- UGE UGE��j UGE- S UGE \ SD HX2 EASEMENT ----------- ' S VEPCO ESMT. / CO l 4 35 D.B.761 P.29B 28 VD AisS S / ' MAG s 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN ( ) D.B. 30.5E P. 667jA aEN r r Ste- 1 VD-B - 10 3s-7/�//1 SDMH-81 41314 /- r I 1. 07.26.21 COUNTY SITE REVIEW COMMENTS R=60.00' S S DIP ( 0) / _ ( 4Z399 6T Efl A=7254'- S 17 V�C Fr -a - ��_ _ Sb�MH-H S 420.49 ( 4 35 II - - - -{�- �-.. qy 69 ` revisions T=47.45' / \ �- ) 1 ) � 476. 'r �6� - - C=68.20' I 20ACSA' '$� S �' EES 47595 / 12 V�� - AG?, ` C8=N79°3808"W \ o AR SSEWER LP 472 -� S 42243- 36 41502 2X 6TREE _ c� EASEMMENT ��- LP i' DELTA= 69°l6'78" v SSMH-7 D.B. 2727 Py45 PLAT , LP- 479.05- (,l - 1_ - 6MAP�✓T/ "�- J \ p .(GE VEPGi7 /TN9 CENTRAL 2- -/ ,� �� ( =72r /S.i�J' „W P25 r` �/` / �4TR E1 - C TELEP ONEEAS3E'MENZ- O'W «� ]OTREE30 l{ i' ,t AP25r/c i- i 8TR �_ ) 42082 TCB�. ` - - EM r 52/"�5 _ P D.B. 7 6 P. 224 't_I / l , 707 - OHU �OH OPfu J OHv<52) IC�HU �- / FB I i S¢Zas859'{I SETBACKNG R S57°39' OHU OHU (] 7 EX. ELMS ��i M-P OHU - OHU O ,u -L I _ _ F \ 770 LANDSCAPE PLAN OHU oHE OHU HU s HH (I v o OHu(3}E�(. 4u UP OHU OHU OHU o /1 csw HH p` ALTERNATING o i i �U OHU OHU ASI-P c OHU- UP sheet title EX. MA�L �u OHu OHU TRAFFIC CONTROL �' _� EASEMENT CSW HH O b D.B. 7402 P. 744 SDMH-EX4 TOP., 474.39 SDMH-EX5 TOP.' 409.52 _ _ _ _ _o 1 �, 2I), 40, IN- 12" RCP 409.97 (WEST) IN: 72"RCP 405.27 (EX4) U.S. ROUTE29 �S.B.L.J OUT: 12"RCP 409.91 (EX5) O OUT: 78"RCP 405.77(GRA TE--1/ �� SEMINOLE TRAIL X VARIABLE WIDTH R/W sheet number / 4 I SI E AR A F_ R LA DSC PE IN ERIO PAR ING LOT I I LC TI NS (45,590 SF) LA DSC PIN AREA °r7 (S ADE ) (12 056 S) CONIC. RET. ALL NE ED ENDS PAINTED BLUE IN REMOTE All MARKER LOCA71ON MAY BE SUBJECT AS , DEPARTMENT HIGHWAY FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W1 LID l M.J. GATE VALVE IRGtiT:L��!17��i�7 2500 P.S.I. CONCRETE B n 2'x 2' BEARING AREA. THRUST BLOCK d a. c A 4. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 III, I D HP< NUT 1 1 EARTH UNDISTURBED 1SOIL (TYP) ' 1 •.1 �i ��ri>ry 4�r� II,V_ Ilil�ll� VALVE UNDISTURBED I SWI1ON NOT 1. ALL RODS AND FASTENERS SHALL BE GIVEN IWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGNNSr UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NITS Fig. W-3C 430 420 410 w 771 1 7= 390 CO CC I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4"MI - INITIAL BACKFILL 4'I UNSTABLE a" a" IS 6" SOIL MIN. MIN. MISTONE N MIN. >- _GRANULAR FILL AS i'c O'< APPROVED BY ACSA ":"' S . ,.,.,I '. CK' � STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ,e Will i..v///. �\�\min\\\�I � � �♦ �. « ♦ ��%�%��% I� PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. CU.YD. BEND L H T L H T 90 250 2.50 3.01 0.24 4" & 6" 45 200 2.25 280 0.15 2.00 2.25 250 0.15 221/2 1.50 2� 252 0.10 11 1/4 1.50 200 250 0.10 90 3.88 3.18 3.21 0.48 45 2.88 288 277 0.28 e., 221/2 1.66 2.16 269 0.13 3.16 291 266 0.32 11 1/4 1.66 2.18 287 0.13 90 4.83 3.83 3.42 0.63 10" 8t 12" '9'S 3.33 3.56 295 0.43 3.63 4.00 2.83 0.52 221/2 2.33 2.58 2B6 0.24 11 1/4 1.83 2.33 284 0.18 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NDT BE LOCATED WITHIN THE RIGHT OF WAY. = VARIES s• t l l ._. III _ s• _ I I F WATER SEWER G LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER &SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH Dr SEPARATION DF WATER &SEWER SYSTEMS. UTILITIES CTmSSING A WATER OR SEWER EASEMENT SF13ULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS &EASEMENT WIDTHS NTS FIG• W-1 EX. 6" WATERL NE ---- 1 \ - - - - - - - - EX. RADE - ---- ---- 3.5'MIN. C VER,TYP. _ --- ---- SS 52 DIP WA --- ERLINE EX. 6"WATER - - - INE �-1.2'_ 1 6" C r 1 t 1 r 1 > W ¢°3w J � 3 w � >¢ w ¢ N U J _ v>�o o ax w �o Z w � � 1 � w U a z O O X_U W W O H O O N 10+00 10+40 WATERLINE 'A' PROFILE SCALE: 1"=20' H; 1"=10' V [111511100 11 +20 11 +60 12+00 12+40 601 7 13+20 19 430 420 410 390 waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I i NOT FOR CONSTRUCTION professional seal ALAI FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions SITE DETAILS sheet title Ll 07 sheet number I Flow Hydrant l Static Residual Hydrant 108i p ^C Q Legend CSA Hydrant s j nService, Ownership C) Not In Service, ACSA Owned o- Not In Service, Private Ownershi 1083 / ♦ In Service, Private Ownership In Service, ACSA Owned a� ACSA Fire Line WSA Water Main /Utility Type --- Potable Water j Raw Water UbM treres lat Firea, ard all ndicated on firs map are intended for general laym andold lacer Nana l>rhmaulls ra thI tledfalv ely maaareraeemano Morerm . ///rrr On 'ng Eg rtare,atipl Popver ses. Tre,eya M1 IMe, v. p enl , data Eea Me trnv recent ut.ArtDderani[aanNftoeo epiryor may M1oranydeparonco i. Mpita timevMn. pipt Mytlaterminaa ofkrgememliormnbn or anydapImndpM1ysi®I C improvemante Dmon, or nes uvadon of rn is krgeneral rearmalperty ly arM shell rmt lots. br ge E Service Authority desgn, modlfiptlon, or mnmualionofi lP yforntstoreal Dmpecaarforfloatl plain detertnmatign. Cabled ACSA ad MaGary cllyforaperfiautiLdMra4ons. aorwriaagary®corty d reva[MComt dAlairy o 90 180 270 360 "til Lo rnny Plen'vnetrk Data Property of covlN afNbmnarle FfM Ac3N3tan MMN02ori FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From ACSA) Location: Hilton Heights Rd across from Subaru (Hyd #10634) Test Hydrant Elevation: 430 ft. Residual Pressure: 80 psi Static Pressure: 90 psi Flow. 1106 gpm Test Q 20= 3163 gpm HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 8" A Pipe Diameter (in) 8 6 Pipe "C" Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) 95 1 15 Total Pipe Loss 2.41 1 1.55 PROPOSED HYDRANT INFORMATION (FHA#1) Location: At comer of Subaru Elevation: 430 ft. Residual Losses (ft): 3.96 ft Residual Losses (psi): 1.72 psi Total Residual Pressure: 78 psi Total Static Pressure: 90 psi Proposed 020= 2904 gpm FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From A CSA) \ 1 i Location: Hilton Heights Rd across from Subaru (Hyd #10834) Test Hydrant Elevation: 430 It. Residual Pressure: 80 psi Static Pressure: 90 psi Flow. 1106 gpm Test Q 20= 3163 gpm HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 87 A Pipe Diameter (in) 8 6 Pipe "C" Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) 110 445 Total Pipe Loss 1 2.80 1 1 45.91 PROPOSED HYDRANT INFORMATION (FHA EX) I Location: Existing FHA in parking lot between Subaru & Honda Elevation: 413,35 ft. Residual Losses (ft): 48.71 ft Residual Losses (psi): - 21.09 psi Total Residual Pressure: 66 psi Total Static Pressure: 97 psi I R=60.00' A=80.99' T=4B.02' C=74.98' C8=N06020 07'W DEL TA= 77°2028" J I � TCB / HH I 0 O ` DOUBLETREELANE 1 50'ACCESS EASEMENT —ANDT TLLIT r EASEMENT D.B.763 P. 6X,, 602PLAT I � D.B. 761 P. 298 N32°2006'E N322006'E 20'WA TERLLNE EASEMENT 29.67' 45.09' D.B. 873 P. 655 N M^I `?_ `J _�"i_ "� J _ J �J _ _ _ _ N,3N°2006'E — _ _ "J JA 9 n 584.91' I I I I I I ASPHALT \\ I I / I I LF l/ I LP P x II l R35.87 GRATEFI 444.53 / METAL F CE L 3 .. FTE7 \\� CP AT \ 44513 / / I / l BLOCK W WALL / / COVERED CONCRETE DRIVE / O ELEV.428.30 �_ G G G— l G G G G G � / SPHALT / LP P Os ASPHALT l ll � A V / 24r G 1 O / N / U8. 3-%Q6 P. <- f JERLINE ya G BUILDING ADDITION G 06A2E3t6 a. 129 FFE 428.40 WW�4W—F� CON FT G2A 1 FHA #1 G2 \ I / -426.90 (Q2o = 2,904 GPM) \ / O II I � � d a I #960-A Q / MULTILEVEL PARKING O� csW \ o GARAGEAND BUILDING ()_� -i� WMV EXISTING FIRE LANE STRIPING L113 0 18,400 SF TYPE 3B BUILDING 24 . / / FT 4z8.18 FIRE -FLOW REQ.= 2,750 GPM o FDC / UMANSKY SUBARU OF #960 CHARLOTTESVILLE 1#960 �l HH\ I / EX. SHOWROOM/SERVICE BR/CKBUILD/NG FFE 428.40 7MP45--68D4 LP PARCEL E EM r-oT-JWALI / to 6.I39AC. REQUIRED KNOX BOX LOCATION TO BE o• II I COORDINATED WITH THE FIRE MARSHAL'S OFFICE 81I GRATE -DI / I /N,�/ / I s 408.79 COVERED I CONC. PATIO ELEV. FIRE/RESCUE ACCESS ROUTE o G / I II d I (NO PARKIQ�(D 75' j / / \ GRA EGI i /A / CSW EB /°,y HH sQ\ / 1 \\�\ \ \\ \ z N3W 52.00 / / \\ EB LP ASPHALT 1 \P\\\\�W �TXt/a EEA E\ \ W W W W W vv W W W W W \\ // ll 2721 P. 145PLA N G �G� G G G G G G G G G G G G PKNF / FT-FI ll \ \ ®WV J I 422.87 — PKNFIEX. FHA (EX) \ (Q2o = 1,808 GPM) ASPHALT /$ S--�--- -------— S ASPHALT ASPHALT -0DRAUJAG� --— — — — — — EASEMENT — — — —— S VEPCO ESMTD.B.767 P298 - - - ----- ----- -- / D.B. 3058 P. 667 /, FT-HIA GEN $ qq _ — — — — — —47374 S $ lU" DIP\ \ r°T-Bl i �— $ 20ACSA' $ � _S $ AR7SSEWER LP \ \� \ / C \ \ EASEMENT LP LP� 473.76 D.8. 2727 P. 745PLAJ / — D.B. 2727 P. 152 \® ..IF D.B. 564 P 1GE VEPCO AND CENTRAL 159.2T �— S3501I 35 "W— V' TC6 TELEPHONE EASEMENT EM $27a5' 0"W \ P. D.B. 1336 224 't_I I CHU _NG©MFB SS;W SETBACK—�I IS,, S57°3934'ECHUOHU p 1700 U OHU OHS OHU HU OHU OHU 01 oHE OHU HH OHU OHU OHUCHU OH OHU(c OHU�U OHU UP #12135) TRAFFIC CONTROL CSW EASEMENT —------------- ---- —XO% CSW OHH D.a.74o2 P 144 U.S. ROUTE29 �S.B°L.)------__ SEMINOLE TRAIL = VARIABLE WIDTH R/W n 0 10' 20' 40' Deed 1132a= 1808 Igpm N4500074"W 21. 93' R=60.00' A=72.54' T=47.45' — C=68.20' C8=N7R038'08"W DEL TA= 69076'18" waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions FIRE CIRCULATION EXHIBIT sheet title Ll 08 sheet number Luminaire Schedule Symbol Qty Label Arrangement Description ILLF IWATTAGE Q 2 D1 SINGLE LAD4-LED-I4L-UNV-DIM1-30-FL-TR4R-SF-HAZ (12.8' MH) 1.000 14 Q 18 D SINGLE LADE-LED-32L-UNV-DIM1-30-WF-TR6R-SF-HAZ (12.8' MH) 1.000 32 Q 5 W SINGLE XWM-FT-LED-6L-30-UE-MSV (13.6' MH) 1.000 21 Q 2 W1 SINGLE XWM-FT-LED-6L-30-UE-MSV (14.1' MH) 1.000 21 Calculation Summar Label CalcType Units Avg Max Min Av /Min Max/Min CALCULATIONS Illuminance Fc 0.15 12.7 0.0 N.A. N.A. COVERED CONC PATIO Illuminance Fc 10.86 18.0 3.5 3.10 5.14 ENTRANCE PATIO Illuminance Fc 14.38 1 SERVICE DRIVE AISLE Illuminance Fc 11.20 1 V.V 0.0 + --- U.0 0.0 " u.0 0.0 + 0.0 0 0 + 0.0 0.0 0.0 0 *0 0.0 + 0.0 0 0 " + 0.0 I + 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 o DOUBLETREELANE 0.0 ° 0 0.0 + ° ° 0.0 + o.o 0.0 0.0 0.0 + 0.01 ° 0.0 0.0 + 0.0 p * O -0.0 O * 50'ACCESS EAS£RIENT * 0.0 0 0 0.0 + . • 0 SAD DTKITYEASEMEAT �� 0. 0 + 0.0 0.0 0.0 I-N 0 0.0 0. 0 + o . 0 0.0 0' 0 * D.B. 7P3 �. 600, 602PLAT 0. 0 0.0 0.0 0.0 0.0 0.0 + 0.0 0.0 + * 0.0 0.0 0.0 * 0.0 0.0 V.B.767 P.298 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 + 0.0 0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 0*0 ' 0.0 + .0 0.0 + 0.0 + " �0 + �.0 0.0 n 0 0.0 + 0.0 - �' .0 - 4.O -4.r- - - - -0 -*- 0.0 0.0 - O.0_ - - - �. - �-Q - - - - - o.o 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 * o. + 0.0 7.6 12.3 1.17 1.43 0.0 * 00 sly 0.0 00 00 00 0.0 7.7 0.7 16.00 25.29 0.0 0 ".0 0.0 oo 0.0 V V V V V V V V V V V V V V V V V V V v v v v v v V 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 ADJACENT ROADS. THE SPILLOVER LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTSO-` % SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 2. NO CHANGES TO EXISTING SITE LIGHTING ARE PROPOSED AND SITE LIGHTING REMAINS AS WAS APPROVED WITH SDP2003-67. + 0.0 + 0 TCB 0.0 + 0.0 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 + :o .o o.0 0.0 0.0 0.0 0.0 + 0.0 0.0 •O * .0 .0 O .0 0.0 0.0 0.0 ° 0. + 0. 0. + 0.0 0.0 + 0.0 0.0 + •O 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. \ W 0.0 W * �!� W+ O.OW O.OW W 0.0 + 0.0 + 0.0 + 0.0 0.0 0.0 * 0.0 .0 0.0 0.0 0.0 0.0� \ o o.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 0.0 � + 0.0 * 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0.0 + 0.0 0 0.0 0.0 \ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0 0.0 ,�, a.o 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 + 0.0 �LP * 0.0 + * o 0 0.o 0.0 0.0 x 0.0 0.0 0.0 + 0.0 / • y�O.l + 0.0 + 0.0 0.0 + 0.0 0.1 + 0.0 + o.0 0.0 0.1 0.l o.o '.0 o.o " 0.1 + 0 1 0.0 o.o o.o 0 0.0 .1 °� ° 0.2 °111 0.1 o.00.z o.1 0.1 0.1 0.l 0.1 0 0 1 ° 1 0.l ° o ° o L o.o 0.0 ❑ 0.0 + o.o LP 0.0 0.0 " 0.2 \ 0.3 + 0.4 0.6 0.2 L 0.0 0.0 + ,:;;'- 0.0 + 0 0.1 + 413 + \\ + 0.0 0.0 / 0.1 + LP 0.6 0.7 ,:�•2 7. s.e 6.9 5.5 0.4 * .1 + + 0.0 6.3 9.2 9 0.2 * 0.0 0.0 0.0 * 0.0 0. + 0.3 + .7 2.67.0D '1.7 10.3 1'2 333�� 12.1D, 10.4 2.1 13. 10.7 14.i 2. 1.9 0.5 0.9 0.1 * 0.0 0.0 + 0.0 0.0 " 0.0 + /0.0 0.7 13 ( 4. 2 �/•y7 . 1' 0.0 + * �.2 + 1" + .1 15.7 D• 19.8 11$"5/� 15 �1 19. D19.z n 5 8 1s.s 1. " / o.l + o.o + 0.0 0.0 7.7 15. 0 ' 1 1..1.4V'6R 7 5. 9 13. 7 19." 15. 2 9 * 0.3 LL 0.1 0.0 + .0 + " 0.6 1.3 1.8 12.9 11.6 19.1 11.5 11.5 * 0.9 + U.1 * 0.0 + 0.0 s 0.1 + * e.e ('� 6 11.9 10.6 1.7 + 0.5 + / " 0.0 + 0.0 * 0.0 + 1.5 10.4 11. C2d. 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EX. SHOWROOM/SERVICE 0. ON ° •� 0.0 o O 0' 0 0 . o 0.1 + TMP 45-68D4 0.1 LP 0.0 o.0 0.0 0.0 * 0.1 " °'1 0.2 PARCEL E EM ° 0. J o.o o.o " 0.0 0.0 o.o 0.0 o �O 0 0.0 0.0 0.1 6.139 A C. 0 1 0.0 0.0 0.0 0 0.0 + / O.p LP 0.0 + •p + .0 0.0 * 0.0 + 0.0 0.0 * 0.0 / : 0.0 + 0.0 +ru R --- 0.0 0 0. + 0.0 0.0 + ° 0 ° ° o.0 0.0 * 0.0 COVERED 0.0 ° ° 0.0 0.0 0.0 .0 * 0.0 °'0 0. 0.0 °o., CONC. PATIO °'0 o s o.0 0.0 .0 0.0 0.0 0.0 .0 * 0.0 ( 0. + 7.9 0.0 + 0.0 * ❑ 0.0 + 0.0 0.0 0.0 0.0 °1° 0.0 0.0 .9 6'6 10 LJ12.9 2 0.0 + 0.0 0.0 ° 0.0 .0 0.0 0.0 0.0 0.0 + ° / 0.0 + 0.0 1 0.0 12.9D • 11.2 16.7 • 0.8 + 0.0 + + * 0.0 * . 0.0 0.0 0.0 0.0 + 0.0 0.0 0.2 17.851' 2.9 1e.o1.o4 + 0.0 0.0 + 0.0 + 0.0 + 0.0 0.0 * .0 + ° 0.0 0.0 + / 0.0 + 1 + 10.0 14 x 0.0 + 0.0 .0 0.0 0.0 + 0.0 + 0 . +Oo 0.01 + 0.0 . 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Oo° - Oo° 0.0 0.0 + 0.0 + * + 0.0 + 0.0 0.0 0.0 + 0.0 0.0 + 0.0 0.0 0.0 0.0 OU'5. ROUTL�'y9 fs. &L) 0.0 0.0 0. o a o. o + 0.0 0.0 + 0.0 °'0 0.0 SEM#vt)LETR,A�1iZ 0.0 °'0 0.0 0.0 0.0 0 o.o 0.0 + 0.0 0 y/ RIABLE WIDTH ci y O 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 O 0.0 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.01.10.22 RFI #1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions PHOTOMETRIC PLAN sheet title Ll 09 sheet number ICatalog#: LAD6-LED-32L-UNV-DIM1-30-WF-TR6RSH-HAZ Project: UMANSKY SUBARU Prepared By : TYPE D originm Features & Specifications Optical System • LED source provides superior lumen output with maximum visual comfort. •Tailored spot, narrow flood, flood and wide flood beam optics designed for glare free illumination. • Choice of flanged or flangeless spun reflector utilizing heavy gauge highly reflective diffuse anodized aluminum to deliver low glare, even illumination of the space. • Reflectors are retained with three retention clips holding the flange tight to the finished ceiling surface. • Minimum CRI of 80. tQm 1 1 R HS O kotuhskc Dimmable m,np lncalb, Dimensions r IMermi Electrical • High-performance driver features over -voltage, under voltage, short-cimun and over temperature protection. • 0-10 volt dimming (1 %-100%) standard. 1r GGIA m) • Standard Universal Voeage (120-277 Vac) Input 50/60 Hz. • L70 Calculated Life: > 50k Hours projected 0 25•C per IESNA TM-21-11. -Total harmonic distortion: <20% °u • Power factor: >.90 • Input power stays constant over life.e° /0/-� V • Compatible with Triad (forward -phase or leading -edge), ELV (reverse -phase 0M'� or trailing edge) dimming only at 120 Vac. • Driver can be accessed from below plenum for servicing. awdnNrM for l 1A."ON alK • Highcfficacy LEDs with integrated circuit board mount directly to an extruded aluminum heatsink to maximize heat dissipation and promote long life. • Remote Emergency Battery (120-277V) field installed is available to meet 41A"ItMW"m) critical life safety lighting requirements. The 90-minute battery provides 7.8watts constant power to the LED system, ensuring code compliance.To calculate light output during emergency mode(EM battery 7.8 watts x LPW of fixture being powered - see spec sheet). Detailed wiring diagram and Installation Instructions located on website. Thomas Harris & Co., Inc. LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • ww mHrldustrieacom • (510) 372-3200 • aLSI Industries Inc NI Rights Reserved 8505 Bell Creek Road, Suite B MmhamcsviRe, VA 23116 Photometry (cont.) LAD6-LED-25L-35-WF-TR6R-SF-HAZ wrnern 3 Watt nl Emcala,105 Candela Power Distribution Ire- lav IW IW ran ConeofUght Illuminance eaDisbalce xm 1917 15. 13P cmMaeamk aBmwMMI 1". 515k Z.b' Zb' P 3n an 1311k 5.3' 53' me w ° 61.2& ].Y ].Y 3m MAk ION to.5. ]P as 1tm p2Ak 3.1' 13.V uaa w 1. 1,917 SP I 153r .6 15.8' Same Its Vatspinenew IV W W W I�d'H Its Hmlaspneaeaur 6" Recessed Downlight Reflectors LAD6 6" LED Architectural Downlight Zonal Lumen Summary Zorn wit %Fmure 0.10 203 8.7% 10-20 532 22.8% 20.30 754 32.3% 3040 558 23.9% 40-50 218 9.4% 50.60 53 2.3% 60-70 10 0.4% 70-80 4 0.2% 80-90 1 0.0% 90.100 0 0.0% 0-180 2,333 10 d% Candela Table aeyee'/wrd Candela 0 2,204 5 2,176 10 2,044 15 1,885 20 1,752 25 1,642 30 1,502 35 on 40 473 45 277 50 135 55 48 fit 18 65 9 70 5 75 3 80 2 85 1 90 0 ®� 0o TRBR - Open Reflector TRBRFL - Frosted flo ding Iona TRIM - Baffle w/ repressed lens Self -Flange or Flangeless Flangeless Flangeless HAZ - Haze semi -defused HAZ - Haze semi -diffused HAZ- Haze sere -diffused SPC - Spectator clear SPC - Specular clear SPC - Specular clam Integrated white metal trim ring Choice of when or black baffle Wet Location listed tl444-1100 ill TB6BWW-Wall man w/Kick refiecor TR50-Baffle TR6RL-Regressed lens w/specolar clear reflector Self -Flange or Rangeless Flangeless Flangeless HAZ - Haze semi -diffused HAZ - Haze semi -diffused reflector HAZ - Haze semi -diffused Choice of white or black baffle SPC -Specular clear We Location Listed New Construction Housing/Plaster Frame • Designed for use in non -insulated ceiling where insulation must be kept a minimum of 3" from the fbdure. • Junction box listed for (8) #12 AWG (four in, four out) 901 conductors and third branch Wiring. • Junction box contains (5)1/2" knockouts with trade pry -out slots and (4) Romex cable clamp knockouts. -Deep collar accommodates ceiling thickness up to 1-112". • Plaster frame with collar is designed with 20-gauge coiled rolled steel, black -painted • Universal mounting brackets provide up to 5" vertical adjustment and accepts 1/2" EMT conduit. -Additional channel bar, nailer bar and suspended ceiling accessories available. See accessories. Installation • Additional channel bar, nailer bar and suspended ceiling accessories available to accommodate a variety of ceiling types. Warranty • LSI LED Fixtures carry a 5-year warranty. • 1 Year warranty on optional Emergency Battery. Test regularly in accordance with local codes. Listing • cETLus Listed to UL 1598 and UL 8750 standards for 25•C Ambient applications • ROHS Compliant. • EMI/RFI compliant with FCC 47CFR Part 15 Class B Consumer limits and Class A Commercial & Industrial. • Damp location rated • Title 24 Compliant. LSI Industries Inc 10Wo Nllance Rd Cincinnati OH Catalog#: LAD4-LED-14L-UNV-DIMi-30-FL-TR4R-SH-HAZ Prepared By LAD6 6" LED Architectural Downlight Performance Electrical Data (Amps)' Lumen Package 120V 209V 240V Z77V 14L 0.12 0.07 0.06 0.05 25L 0.18 0.11 0.09 0.08 32L 0.27 0.15 0.13 0.12 41 L 0.35 0.20 0.18 0.15 'Electrical Data at 25C (77n/Actual Wallace may differ +/-10% DELIVERED LUMENS' 3MM cm MaOK tcT 4MM car Worth mg. 01Mbnunlnry MMmd Lumen EMM Bananas waleln EMM galirm•d hntm ENn moo, 14L SP 846 11M ".a 1467 INS 1467 love 14 NF ab 1156 as ll3 102.3 1432 102.3 14 FL JM791.7 2.3 1152 823 1428 1020 1428 1020 14 WF 7.1 torn 77.1 1337 M.s 13m M5 10 25L SP 3.9 20% 93.9 aced 116.4 2560 116A Z? m 1A M17 91.7 2499 113.6 2499 113.8 V R 1A 2011 91.4 2492 1133 2492 1133 22 WT .a IBM Me 2M3 heat 2333 less 22 32L SP 2655 833 20% 83.3 3302 103.2 3302 103.2 32 NF 26M 81Z 26M 813 322d late 3224 INS 32 FL 25M ell 25N 81.1 3215 100.5 3215 1015 32 WF 2429 769 2429 759 W10 9C1 3010 9LI 32 41L SP 3409 812 SIN 812 4224 100.6 4224 1016 42 NF me 79.2 W28 79.2 4123 M2 4123 98.2 42 R 3318 79.0 3318 no 4112 974 d112 9>B d2 wF 31m led 3107 744 3849 91.6 3819 91S 42 Data bead of Ham Rai mddedtberefon Wuesmmcbmpe. dam.q hrsed m Ham Ranhapr. LAD6 6" LED Architectural Downlight Luminaire Ordering Guide TYPICAL ORDER EXAMPLE: LAD6 LED 25L UNV DIM1 35 NF TR6R HAZ Lumen Family/She LED Gen Package Voltage Driver Color Temperature CHI Beam BOB& LA06 6"New COnslmttiorY LEo 14L-HIM 2500 32L 32DO -4100 M1 12Uzriv oIM1 Dimsto l% (0-10vdimming) 30 3DOOK 3500K 40-4000K Blank 00 CNI 5P-5p01 NF-Ndrmw Food B0ait WF Wde Flood Reflector Finish Self -Fangs SF NAZ Haze seml-diffused TR6e Open Reflector SF SPc-Specular<lear TRSRWW-Wall Wash' SFHM Hescommi-dieused Accessary Ordering IMorm rtion (Acrmsodn ant ed Installed) Description Order Number WH- White metal trim used only mmmble vummgdm, Vine) 618108 EM- Emergency Battery 658M3 C37- 37' chanrwl here Loan 205598 C52-5T channel has (pain 2m522 N8 -Nailer bar H hat of 4) 3M9B9 SCIK- Suspended ceiling installation m(mt d 4 chancel tare & 4 TIN dlts) 231MB NOTES: 1. Regressed Ions trims are we location listed. All other films am rated for damp location. 2. TR6RWW wall wash reflector comes with 40' integrated optic; additional beam optics not compatible 3. THERE frostad floating lens comes with integrated white metal trim; accessory white metal trim ring net required) 4. Housing can ship ahMd of the light engine and reflector 5.90 CRI requires 55 day Ieadtlme & 100 MOD; Consult Factory 6. Refer to IES Film for Beam Spread. (513) 372-3200 • aLSI Industries Inc NI Rights Reserved 0a419/•20 LSI Indlmtrles Inc 10000 Alliance Rd. ancinnatl OH 45242 • W W M-Industhrescom • (513) 3T 3200 • •LSI Industries Inc All Flghtn Ressxrvsxd. Project: UMANSKYSUBARU TYPE D7 �rigmm OIL rHs btertek Dimmable lawslom[un Optical System • LED source provides superior lumen output with maximum visual comfort. • Tailored spot, narrow flood, flood and wide flood beam optics designed for glare free illumination. • Choice of flanged or flangeless spun reflector utilizing heavy gauge highly reflective diffuse anodized aluminum to deliver low glare, even illumination of the space. • Reflectors are retained with three retention clips holding the flange tight to the finished ceiling surface. • Minimum CRI of 80. Electrical • High-performance driver features over -voltage, under voltage, short-circuit and over temperature protection. • 0-10 von dimming (1 %-100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. • L70 Calculated Life: > 50k Hours projected as 25'C per IESNA TM-21-11. -Total harmonic distortion: <20% • Power factor: >.90 • Input power stays constant over life. • Compatible with Tdac (forward -phase or leading -edge), ELV (reverse -phase or trailing edge) dimming only at 120 Vac. • Driver can be accessed from below plenum for servicing. • Hlgh-efficacy LEDs with Integrated circuit board mount directly to an extruded aluminum heatsink to maximize heat dissipation and promote long life. • Remote Emergency Battery (120-27711) field Installed Is available to meet critical life safety lighting requirements. The 90-minute battery provides 7.8watts constant power to the LED system, ensuring code compliance.To calculate light output during emergency mode(EM battery 7.8 watts x LPW at fixture being powered - see spec sheet). Detailed wiring diagram and installation instructions located an websne. LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • wavwhan-lnclustilescorr, Dimensions tr parmml 0 0- 0- Bell- 4 DY.mnml Amomodees l l/a"calling this man 41MS' nM2am.1 Thomas Harris & Co., Inc. • (513) 372-32M - •LSI Industries Inc AS Rights Reserved 8505 Bell Creek Road, Suite B Mechanicsville, VA 23116 Features & Specifications (cont. Now Construction Housing/Plaster Frame • Designed for use in non -insulated ceiling where insulation must be kept minimum of 3" from the fixture. • Junction box listed for (8) #12 AWG (four in, four out) 90"C conductors and then branch wiring. • Junction box contains (5)1/2" knockouts with trade pry -out slots and (4) Rounder cable clamp knockouts. -Deep collar accommodates ceiling thickness up to 1-1/2". • Plaster frame with collar is designed with 20-gauge coiled rolled steel, black -painted • Universal mounting brackets provide up to 5" vertical adjustment and accepts 1/2" EMT conduit. -Additional channel bar, nailer bar and suspended ceiling accessories available. See accessories. Installation • Additional channel bar, nailer bar and suspended ceiling accessories available to accommodate a variety of ceiling types. Warranty • LSI LED Fixtures carry a 5-year warranty. • 1 Year warranty on optional Emergency Battery. Test regularly in accordance with local codes. Listing • cETLus Listed to UL 1598 and UL 8750 standards for 25•C Ambient applications • ROHS Compliant. • EMI/RFI compliant with FCC 47CFR Part 15 Class B Consumer limns and Class A Commercial & Industrial. • Damp location rated • Title 24 Compliant. LAD4 4" LED Architectural Downlight Performance Elecmul Dab (Amps)• Lumen Package 120V 208V 240V 27N 14L 0.12 1 0.07 0.06 0.05 24L 0.18 0.11 a.D9 OOB 'Electrical Dab at 25C (77Fu Actual Wattage may differ 4-10% DELIVERED LONERS- rred cm MmKcm aMMcm 4mMC6T worth DWWI n gellmred Lumen, Mlmry onmamfi wmw M., ulMmd wmem Mlmry be..Fla. Lamen ml wman 14L SP 1157 Safi 1157 ue 1414 loin 1414 into 14 NF 81.9 101 100.1 1401 lost 1d R 131 e10 1386 99.0 19M 99.0 14 WF im7 ]62 tan4 flat 1m4 891 tat 24L SP *11171,Ml.114e 0m 91.3 24M 111.fi 2M5 1116 n NF 9m 9rd 1A92 110.5 2192 tm5 2z R 19ro me 24m 1nn4 24n] 1n3.4 22 WFim e42 2Md 102.9 2264 Iran n 'tE0C6ipmennm4y upMdderebnW,orm4emeam. Om i, bawd on litre flee W or LAD6tE0.25L-35-SP-TR611-SF-HAZ m.,mxAW �raa ns OMda1 P far lv b w, and lobe Illuminarcerta psgrce - m2esnk bmmM aur lw LAD6 6" LED Architectural Downlight 4nddaTade M D.yavelke .1. 0 "XI 5 1n123M 10 6 15 267e 20 I'M3W M 1 an091 3512 40 8 0n rem 50 32 a v W sspas wtsPwa:les M tat pp-0'h o xvb. assaher a9 6 [Rkacy.113 uhxla Ia9moI4d51dm ctnemuyt car dwm,wartamgm,re itUca, cmM&mkIV a®nMNN m as an an I an 336k 3.5' uk r 6r aim 363k ]3' 1,4 M' Sm•V A W w o wR59 1:aac M4H o IMRal.ear worm. eamsy lux UMda PPxwniseiWrgn s4m cwgefught 11gvenwminagtrtaolrrarce saw1w Orauammk &mnMM lir it 3Wk m9k 61' 6x' 31.Ik 83' vs4 W , o wnsavans4u' ■.Ga n..sMall Zmgl Lumen Summary cont ... Mrblue 0-10 797 31.2% law me am 20-M 611 23.0n, Wan 315 12.9% 4050 51 20% 500 14 OS% 6o-70 3 01% 70a0 1 am B090 1 O.m WIN 0 0.0% 0180 2,560 10110% Zonalwmen Summem zoos wmaxs mnm"• 0-10 445 178% 10.2a Sall 33.2% 20ao 7M 302% Wall 375 150% 4odo 71 9% Mao 17 DIM 60-70 4 01% 70,10 1 0.1% M90 1 o.m WIN 0 04% 0-180 2.499 100.0% zwwummsmglwy 0_10 sell 3M 10-0 10.a1 7I3 2030 ran 9r-90 493 N d 50W 19 W70 4 MW 2 M 90 1 WIN a 04M 2,492 ISI Industries Inc 11000 Alllance Rd Clnclnnott OH 45242 • www.IsHndustrleacom • (50) 372-3200 • aLSI Industries Inc All Rights Reserved u rYn'-I LAD4 4" LED Architectural Downlight Luminaire Ordering Guide 1vRcnLORDER EXAMPLE: LA04 LED 24L UNV DIM1 35 NF 1040 HAZ Lumen F4mIRA9be LED Gen Isckeoe Voltage Driver COIm Temperature CHI Beam OMkY 4" New Cons'trucaam LEO i14L 1400 Z7C 2400 UNV 120.27N Bell -Dims to l% tlinnnin9l 30 IONK Blank BO CRI SP- act "H� 35 - 3500K R- ON 40-4000K Wine occal Reflector Finish SeH-ilanped Tfl4R Open Reflector SFHAZ HazettmHelffused 8F SPC- Specular clear TR4flWW-Wall Wash' SFMAZ-HattsucHtiffused Flmngaine (ship standard w/white plastic trim ring) MAIN -Open Reflector HAZ-Hatt samFdiffused whitetmn ring SPC-Specular clear, white ring TR4RFL-Frosted floating Lens' HAZ- Haze semi -diffused eeflecmrw/ Frosted Floating wns,w/ integmted white metal trim ring (optional trim ring not compatible) SPC-SpecularCWar ROedorw/rmsedrio inglens,w/l"mhW white metal trim ring (optional ring not compatible) MOW -Wall Wash' HAZ-Hue semi-0IRused wall an renedon white trim ring TR411-Berne HAZ - Haze semi -diffused reflector WH- White baffle and white trim ring BILK - Black Baffle and white trim ring TR4BL- Bame w/ Regressed Lenz' HAZ-Hazed semiCiHused WON - WhM bane and white trim ring SPC- Specular clear BILK- Black baffle and white him ring ROL-Regressed lens' RACE - Haze semi -diffused reflector w/spemlar clear regressed lens and white trim ring clear refledorw/speculardear regressed lens and SPC -Spntring white Vim ring Accessory Ordering Information (AmenamsareeewlnMWd) OMRlpdon Order Number WH- MAIN metal trim ring(mly lempadM W 9angalmstdms) 616105 EM-EaremumV Bwbry am C27- 2T cbnnd bars can 205503 C52-52°chmndbam(pelr) 287522 NB - solar bar M(ut of 4) 3459M SCIK- suspended hill., lnetalletion kited of 4 cbnndbam&4TIMclips) Makes NOTES: 1. Regressed lens trims are wet location listed. All other trims are mind for damp location. 2. Seff-flanged TR4RWW wall wash reflector comes with 40' integrated optic; additional beam optics not compatible 3. Flangeless TR4RFL frosted floating lens comes with Integrated white metal trim; accessory whre metal trim ring not required 4. lousing can ship ahead of the light engine and reflector 5. 90 CRI requires 55 day Ieadtime & 100 MOO: Consuh Factory 6. Rorer to IES Fires for Beam Spread waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 i I NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions LIGHTING DETAILS sheet title LSI Industries Inc 10000 Alliance Rd Cincinnati OH (St31372-3200 • aLSI Industries Inc NI Rights Reserved 03/09/20 LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • w• IsHndustriescom • (50) 372-3200 • aLSI Industries Inc NI Rights Reserved 03/09/'LO LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • wwwlsHndustriescom • (5W 372-3200 • aLSI Indl4etres Inc All Rights Reserved L I 1 0 sheet number Zaml Lamensummary axe uma6 %rw,m 010 359 14N lo-w ae4 wa% 20-30 792 ate% slash 2m 110% 40-w 85 35% fal fio-w 18 4 OJ% 0.1% 1 woo 81 90-100 0 o a N O soxm o-tw zam lodes% Ph cant v3 asm<F III OnhhPmverOMnbWan _ CmaofigM um Illuminamerta OWanre we Ten ..k wamN lod, lie oe m m v n ,v WLSPert'19.Y 1A04-LED-24L-35-NF-TIMIl -HAZ unman 32 »n C ndw Pace DhaOlGldm Careeftlght IlMminaartaa4allce 3Yrno(v,pmn,k PaImaNN lor on. er on at 1. xele 9 navwo lir or an or u wu9leaazr LAD4 4" LED Architectural Downlight 2amlwmensummad, .a wMaa %7mm 010 am 32.7% torso w2 363% 20-30 56) zs.2% 30-10 in 5.2% 401 0 1.T6 SING 14 Ise all-ro 3 0.1% 7orw 1 0.1% Mi 0 00% earned 0 0.0% o-led 2,4se 100.0% rrtltlaTable oe9reewnce rmM 0 5,756 5 Sue 10 4.611 5 3473 an 2,446 25 1.M an 655 as 275 4e 1an 45 n an w ■a.,, IlmksPmaa4r �? 1e 1A044ED-24L-35-FL-1R4R-SFHAZ wmm uo7 wwc aza BP<xy:ln9 Candela Power onalaman asoo Caedrught sywle, 111whinyKeata WYnce �/4J rmbWmh bmwYN 93]f< 18' IB' eta U9k IMh 5.3' 5 3' am 7.r xa R 3&3k re, ae' LW r I 766k tOx 105' saw , zonediu a rnSinhmny zam . :rw.e 0_10 497 29.4% 10-w M9 39.0% o-w no an 3orw IN an 403la 60 2.5% 5040 /6 0.6% man 3 0.1% 7ew 1 on 80-90 0 0.ox motion o Do% aimo 2,432 eadeh]abte divele um den 0 3.826 5 3844 to also 15 3182 an 2,513 2s na 30 852 45 4e Zed 4s 1M m w as v Ira x v a � WeSnxaO.T 55 1] �tlX � Nxi9peeau,r w B U31 Industries Inc 10000 Alliance Rd Cincinnati OH 45292 • www.isFindusmeacom • (513)372-3200 • a l Industries Inc All Rights Reserved WALLSCONCE STATIC WHITE PERFORMANCE - 3000K - SOFT FOCUS LENS WHEN 15°OPTIC 25°OPTIC 60°OPTIC Ago OPTIC iACNAOE WATTAGE DEIfvERm lWl DELIVERED lPN OEl1VERE0 WN D¢rvmm LPN OOWNUIHT Sri 10 813 1 81 7" 76 706 70 M 98 8OC19A 1 17 1 1257 1 74 1102 69 1092 64 1221 72 MCMA 21 15" T! 1445 68 1337 63 1495 71 90CIOA 10 6" 69 654 65 6" 60 675 68 "1 17 1078 63 1014 59 1 55 1047 61 "1 21 1313 62 1236 as 1140 54 12M 60 97Cil 10 625 62 508 w 50 54 60 60 "Cl" 17 961 57 904 as 835 49 9M 55 99C18A 21 1180 1 file 52 1025 f0 it" Sa 9OW11A 16 - - 003 w 729 65 on 52 90WIU 16 - - 045 52 767 4e 80 56 UPLIOHT 81 10 922 1 92 - - 881 08 919 92 90C10A" 10 793 in - - 757 1 76 790 T9 97C09A' 10 709 71 - - 677 60 T09 Tl -NOTE: To determine total performance for up / dawought (UDI fixture, add delivered lumens of Up and Down configurations and divide by total system wattage (2GW =10W Up+ law Down). WARM DIM PERFORMANCE - SOFT FOCUS LENS - 40° OPTIC WARM DIM TO MIRROR HALOGEN DIMMING PROFILE 90W13A 3200K-1BOOK pool lm Dimmed mw46 0lmmed tom Dimmed to50% Dimmed tom Dimmed to10% dimmed to 2% ca IKi 3200 310 3100 3000 "an 2200 IWO Light Output(Lml 767 614 537 Us In 77 IS PoadrhW 16 13 11 8 3 1.7 Oa ENIacy ILPWI f8 48 de 48 f8 68 48 CUT IKI DIMMING % OUTPUT MULTIPLIER Cm CCT SCALE 2wDK IC9nsitthctoryfor JAB aerosol) D.Bw 27ODK o.957 30ODK loan 3MOK 1.019 4000K loan LIGHT LO SFACTOR No Lens 1.05 COL 1.05 SFL 1.00 roL 0.90 FSFL Oily FiSL 0A3 Photometry (cont.) LADeIR-LED-24L-35-WF-1141il-SF-HAZ wmem ;26a wool Effice 2 Candela Power Distribution 11 Tao le' rm Coneofllght 2ex aim lax IIIumlmrKeMaDlstania 1Jfl tap CederBnmk BramWWM ,sac 633k 2.1 23' M7 nv w ya lab' 158k 43 4.3' Me 0 701 6.4' ores' w ppr ae fl6' fly' don39.6k or ea 1 253k O.T Io.T ,;'M � se n ;16) y 1 176f .8' 133 Zam wiv Ir & W er VaL5Paa1553 �irH � HodzSpreaa:56.1• 4" Recessed Downlight Reflectors LAD4 4" LED Architectural Downlight Zonal lumen Summary ZONE LUMENS .11m. 0-10 237 10.5% 10-20 617 27.2% 20-30 722 31.9% 3040 405 17.9% 40-50 219 9.7% 5060 53 2.3% 60-70 9 0.4% 70-M 2 0.1% 80-90 0 0.0% 90.100 0 0.0% 0-180 2264 100.0% Candela Table Downe"emi ranaen 0 3,826 5 3,844 10 3,654 15 3,182 20 2,513 25 1,770 30 852 35 391 40 206 45 104 50 45 55 17 60 6 65 3 70 2 75 1 80 1 85 0 90 0 TIM R - Open Reflector TR4RFL - Frosted floating lens TR4BL - Baffle w/ momssed lens Seff-Flange or Rangeless Hangeless Rangeless HAZ- Haze semi -diffused HAZ - Haze semi -disused HAZ- Haze semi-dmuwd SPC- Specular clear SPC - Specular clear SPC - Specular Gear Integrated white metal ttlm ring Choirs of whim or black baffle Wet location listed TR4RWW-Wall rash w/Kick reflector R1411-Baffle TR4RL- Regressed lens womecular clear reflector Self -Flange or Fangeless Fangeless Flangehi s HAZ-Man semi-mRU6ed HAZ- Hale sml-diffused reflector HAZ - Hale semi -diffused Choice of white or black baffle SPC - Slcecular clear Wet Location Listed WALL SCONCE PROJECT NAME: TYPE: UMANSKYSSKYSUBARU SW2 CYLINDER & SQUILINDER® .p'I Exceptional adaptabilityand performance in classic and modern silhouettes that mount seamlessly and invisibly to the wall. f 1 I ORDERING INFORMATION JA8-2019 INDICATED BY SHADING' SHAPE TYPE RATING BOOM BAFFLE LUMEN QA LOWER UPPER DRIVER LOWER UPPER FINISH FINISH PACKAGE OPTIC OPTIC LENS LENS SW2 OF 2 AG AG BOC23A 30 60 00 111 4 DID Cylinder DF Oownght 2 Wet AN While WX While DOWNUGHT(DF) 22220OV 15 IF EO]DFOnyl DOWNLIGHTIOF) 3 Clear Glass 9 Oiffusico Lens' SW2 SquiOM DID UplDomGgN IIP65 INK Black BK Black - STATICWHITE Mona 25 25° "Al.)iinedo INTEGRAL Lens' lb9drddw uD AB Wrhilenuml AB Arthilectuat W2A ®ACRI,Ddbered Lumens-706 arnwwe forms 40 40° Inum RP1 120V,1% 'INdrwiMwkr wlmmN iders) BMW Brome HC79A 83+CRIDdbeedidmens-ID9i 27 2700K 0 60° ELV/TRIAD SoKFONs IfAVEBIANKFOR DDWNLMHTIDFI Satinsher Satin Silver 93+CRLDeOAved lumens-1337 03000K or 12011% Lens AU Cashmere AU Cashmere MOA 904RIDebavedLumens-604 35 3500K 0-10VAnalog 5 Frosted Glass Gold Gold 9005A 90+CRIDe isha Lumem-937 40 4000K Logarithmic Lens BE BumtBrontt BB Burnt Brontt gpQryT 911+13RI,DeSn:redLumem-1160 REMOTE 1120W CF Custom Rnish'rF n F Custanhh'9AO9A 97+CRIDefraredLem-563 um TR2 Phife,2%Leadiiry 6 Fronted Soft soCoer dmd 97CIIA 97+CRILDeHered Lumens-835 Trolllriaz" Focus Lens 9197+CRIDebearedlumens-1025 `I v 9A 7 Frosted Linear Spread lens' OOWNUGNT (tin 25 25" 00 DFOrly- UP/DOWNUGHTIUDI Manuel `SOWde SWunam ) WARM DIM 40 60° MNplwmdN INTEGRAL 9WlA 90r01RI,DeOWadi-nesi -&4 W. 2701K- 60 60° of mu l CA2 120-277V InrwdescemProfile 1800K 0-10VAnalog - ____-- --- - Logarithmic 9MM90rCR,DOWred Lumens 0 WO3200K- CE2129VElectmnic HalogenProfild 1870( ELY ard SEE PAGE 3FOR DETAILED WARM DIM River Phan Rivers Phase PROFILE COMPARISON. UP/DOWNLIGHT IUD) 2222OW 15 15' 15 15' DOWNUGHTIDFI& opar UP/DOWNLIBHTIUD) STATICWHITE swism9M 25 25° 40 401 REMOTE 1120VI SOC12A 80+ Cl 1200 Source Lumens Debeered-1,5B7 1WNN 40 400 6D 60' U3 Lmmn,10-1-une 27 270K 1%2-Wire 9OC10A 90«CRI, 1000Source Lumens 60 60' REMOTE 1120-277V) (Gathered - 1,3611 303000K 97019A 97.CRI, 900 Source Lumens 35 35DOK LH1 Lmron, Hi-Lume [Originated -1,220 1%Ecosystem 40 6000K AM PhupsXilanium 'ALoiLOG AND DELIVERED LUMEN OUTPUTS O T24 COMPLIANCE REFLECT dw 3G 40° 3000KPAIRED A 0 MID INoL 0.1%0-IW, TOG RENCAND SOFT ENS. REFERENCE ENS. 3FOCUS FORA LPoTCONFIGURA E01 eWolID,501Ddme COMPLIANT COMPLIANT CONFIGURATIONS. CONFIGURATIONS. cilianil SPECIFICATION NOTES Wall Sconce (ex.) CW2-DF2-WHBK-90C20A2-30-RP1-40 Might laq LAB) UGI Owl lest " Wall Sconce (ex.) SW2-UD2-WHBK-80C12A2-33-RMT-49 White Black Amh'dmmlmtemme Sahnsiher Castellani BumtBmme UPI DownLight IUD) fixtures require two remote drivers Pawdeecoat Pawder-Coat POwderCom Po„der-Coat Powdeecoat Pewde-coat . Remote drivers) ships as (ex.) PS-RMT-80C12A-1 L23 LUCIFER® lucifertighting.com 02021 Lucite "Ugh[ing Company [PH].1-210-227-7329 pg.1 As part of IN pony of conOnumle research and product aewlopmem, the compart, I [FAX]+1-210-227-4967 LIGI-RING COMPANY reserves the right to change or withdraw Wecisrauons without ormrnmm". Thomas; Harda A co., roc. 03709/M U31 Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • caw MWustileacom • (543) 3 3200 • ease Industries Inc All Rights Reserved 034N20 IDATE OF REV: 050420211 8505 Bell Creek Road, Sunk B Mechm .Alle,VA23116 WARM DIM TO MIRROR INCANDESCENT DIMMING PROFILE 9OW11A 2700K-1800K Fulton 1w% Dimmed taw% Olmmed tom Dimmed ww Dimmed tonal Dimmed. 010% Dimmed to 2% CCT DO van 2650 200 man 2180 19510 law Used Output fuel TO m SID 3" 14 73 16 Powerwill 16 13 11 6 3 1.7 Oa Eekacy(LPM 65 65 f5 45 65 f5 as CUT (KI DIMMING % WALLSCONCE CYLINDER DIMENSIONS / DRAWINGS ® LUMINAIRE Machined aluminum body with integrated heat sink and LED; power supply may be integral or remote CYLINDER SQUILINDER mount. I 3.13" ®LOWER OPTIC O ~(79mmi II7?mm15. Proprietary optics available in 150, 250, 40' & 60' r beams. ® LOWER EFFECTS DEVICES Cylinder baffle tens assembly can accept Pti lens sealed in place. yak focus lens included as standard for lens. Suction toot provided for removal 670' 6.70' of baffle lens assembly. 1170mm) 1170m 1 IQ UPPER EFFECTS DEVICES Cylinder assembly can accept 1 tens seated in place. Diffusion lens included as standard for tens. © UPPER OPTIC Proprietary field -changeable optics available in 150, 400 & 600 beams. MOUNTING MOUNTING PLATE Mounting plate (concealed) with factory supplied hidden screws after wall is fully, finished. Single - gang junction box required for mounting. Fixture to mount flush with minimalist transition to wall. REMOTE POWER SUPPLY ® PS-RMT ^ . Remote power supply provides additional driver options. Consult installation guide for maximum allowable secondary run lengths between PS-RMT _ and fixture. Must be installed in an accessible location. D aggli I 11 / I II _ ., IL� 1 1 1 1 1 1102mm) O T T3.16' (25mml OPS-RMT weight -1.40 HIS i 6D" 0 ? I tam) 1167mm) 3.20' 181mm) 1102mm) " Single-gangjunction box provided by others WALLSCONCE TECHNICAL CONSTRUCTION Cylinder/ Squilinder:Machined aluminum body; extruded aluminum internal heat -sink; painted finishes are granulated powder coat. Remote Power Supply: 22 Gauge galvanized steel. STATIC WHITE LED 2-step MacAdam ellipse LED module available in 80+, 90+and 97+CRI configurations in color temperatures of 2200K 2700K 3000 3500K and 9 P K 4000K. Average rated lam life: 50 000 hours. LED and driveraeblies v ssm arefield-replaceable. WARM DIM LED 3-step MacAdam ellipse warm dim LED module available in 90+CRI configuration. 3200K or 2700K at full brightness, warming to 1800K at full dim. Average rated lamp life of 11,110 hours. LED and driver assemblies arefield-replaceable. POWER SUPPLY PERFORMANCE AND DIMMING INFORMATION Fa'essupW Coo C62 "I M Let No ANd FAY cat Milani -20°C -w°C -10°C -X-C Cie PC -20°C -X-C -20C Modde L M.0 w°C able MIT able MT W-C OT 40°C mlMm% 21n6 2m6 i nor 20% in in IN 00.1% Note: For TR2, L23, LHi, AN4 and EA2 drivers consult chart on page 6 to confirm appropriate dimming curve for compatibility with selected control. MOUNTING Cylinder is supplied with a mounting adaptor plate providing a minimalist transition accommodating well thicknesses of 0.44" (7/16", 12mm1 to 0.75" (3/4", 19m il. DPERATING TEMPERATURE own Light: 1040E (400C1. LISTING cTUVus listed to UL1598 standard for Dry/ Damp and Wet IIP651 Locations. Title 24 JAB-2019 Listed. WARRANTY Manufacturer's 1-year warranty guarantees productls] Listed to he free from defects in material and workmanship under normal use and service. 5-year warranty on LED and power supply to operate with 70% of the original flux and remain within a range of 3 Cleve 10-year Lutron Advantage limited warranty available an Lutron equipped systems. Warranty period begins from the date of shipment by Seller and conditional upon the use of manufacturer -supplied power supply. Consult website for full warranty terms and conditions. CHANGE LOG 1.9/19/2019: WALL SCONCE NOW AVAILABLE IN UP / DOWN LIGHT CONFIGURATION. 2.9/19/2019: NEW CONSOLIDATED SPEC SHEET WITH SINGLE NOMENCLATURE FOR SPECIFICATION. 3.11/19/2019: UPDATED 9gC16A LUMEN PACKAGE TO 90C15A. 4.3/31/2020: UPDATED SQUILINDER RBA PART NUMBERS. 5.01 12/ 2021: ADDED 2200K 270OK-1800K WARM DIM OFFERINGS. / 6.05 04/ 2021; REMOVED EMB OFFERINGS. / WALLSCONCE ACCESSORIES CYLINDER ALTERNATE BAFFLE AND EFFECTS DEVICE Includes baffle with seated lens. Must specify baffle finish. ❑ RBA-CY2-^-COL Clear Glass Lens' 'INotavaitabte forWarm Dim) ❑ RBA-CY2-"-SFL Soft Focus Lens ❑ RBA-CY2-**-FOL Frosted Glass Lens ❑ RBA-CY2-""-FSFL Frosted Soft Focus Lens ❑ RBA-CY2-4"-FLSL Frosted Linear Spread Lens -*Baffle finish: Specify WH for white, Big for black, AG for satin silver, AB for architectural bronze, AU for Cashmere gold, or BB for burnt bronze. LOWER REPLACEMENT OPTIC ❑ RO-70-15-1 15°optic ❑ RO-70-25-1 250 optic ❑ RO-70-40-1 40° optic ❑ RO-70-60-1 600 optic REPLACEMENT SUCTION TOOL Included with each order 11 per 10 fixtures). ❑ CY-SO-TOOL-SUCTION Baffle assembly removal toot SQUILINDER ALTERNATE BAFFLE AND EFFECTS DEVICE Includes baffle with sealed lens. Must specify baffle finish. ❑ RBA-S02-**-CGL-2 Clear Glass Lens- -Not available for Warm Dim) ❑ RBA-5Q2-`l Soft Focus Lens ❑ RBA-SQ2-**-FGL-2 Frosted Glass Lens ❑ RBA-SQ2--**-FSFL-2 Frosted Soft Focus Lens ** Baffle finish: Specify WH for white, BK far black, AG for satin silver, AR for architectural bronze, AU for cashmere gold, or BB for burnt bronze. UPPER REPLACEMENT OPTIC ❑ RO-50-15-1 15 c-lic ❑RO-50-40-1 hO=oJlr ❑ RO-50-60-1 60'o,hr LUCIFER® luciferlighting.com 02021 Lucill Lighting Company [PH].1-210-227-7329 p,.2 Ae period its Paul continuous research and produc[development, thecompany [FAX].1-210-227-4967 LIGI-RING CdNPANY reserves the right to change orwithdraw specifications without prior notice. [DATE OF REV: 050420211 WALLSCONCE DIMMING COMPATIBILITY PHILIPS DRIVER COMPATIBILITY Power supply TR2 F811dtyMadetI Lutron Electronics DV-600P Lutron Electronics DVELV-303P Lutron Electronics NTELV-600 Lutron Electronics MAELV-600 Lutron Electronics SELV-300P Lutmn Electmmes 6VLV-600P Lutron Electronics NFTU-5A Lutron Electronics CTCL-153P Lutron Electronics GL-bODH Lutron Electronics 5-600P Lutron Electronics PHPM Power supply AN4 Family/ModelA Lutron Electronics OVIV lus PP -DV Lutron Electronics DVSCTV plus PP -DV Lutron Electronics DVSN Lutron Electronics IDVSCSTV Lutron Electronics QSGRJ-XP plus GRX-NI Lutron Electronics QSGRJ-XE plus GRX-TVI Lutron Electronics QSGR-XE plus GRX-1Vf Lutron Electronics NFTV plus PP -DV Lutron Electronics NTSW Lutron Electronics RMJ-5T Lutron Electronics RMJS-aT Lutron Electronics FWS-010 Leviton IUumal IP7 series Philips Sunrise-SR7200ZTUNV LUTRON DRIVER COMPATIBILITY Power supply L23 Part No. Maestro WirelessR 600 W dimmer MRF2-6ND-120- MaestroWinelessR 1000 W dimmer MRF2-IOND-120- Caseta0 Wireless Pm 1000 W dimmer PD-IONXD- GRAFIKTire CL®dimmer GT-25OM- GTJ-250W HomeWorks® OS adaptive dimmer HORD-6NA- HomeWorksOOS600Wdimmer HORD-6ND- HomeWorks® QS 1000 W dimmer HORD-IOND- RadioRAW2adaptivedimmer RRD-6NA- RadmRA021000 W dimmer RRD-10NO myRoorthe DIN Power module MOSE-4A1-0 HomeWorks® QS DIN power module LOSE-4A1-0 Hodule s0 module 05 wa1lbox power HQRJ-WPM-6D-120 HomeWorks® wallbox power module HWI-WPM-6D-120 GRARK Eye@ QS control unit OSGR-,QSGRJ- GRAFIK Eye03000 control unit GRX-3100- GRX-3500- RPM-4U module ILCP. 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REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions ® hadfemighting.com 02021 Lucifer• Lighting Company [PH].1-210-227-7329 pg.3 LUCIFER ® luciferlighting.com 02021 Lucifer" Lighting Company [PH].1-210-227-7329 pg.4 LUCIFER ® ludferlighting.com 02021 Lucifer" Lighting Company [PH].1-210-227-7329 pg. LUCIFER 0 lucifemighting.com 02021 Lucifer" Lighting Company [PH].1-210-227-7329 pg.6 LUCIFER As part of its policy of continuous research and product davetopment, the compete, [FAX] .1 -210-227-4967 LILaI•HTiNG CGBAYaNV reserves the dghtmchange arwi0drew zpecilimtionswrthnd Ddar nonce. As art of its of confidence research and product deeLo Lthe cote p policy p pmen pant] IFAxj+i-270-227-4967 LILaI••1TiNG COBA4WV reserves the right to change orwrtMrew specidicationswithout prior notice. As its pi sandpreomewitekpmem, the rompam] [FAxjN-270-227-4967 LILaI••1TiNG COBA4WV reserves the debt to change arwrtMrewsPecidicati0nswitnom priarnatice. h of orwideseamhand reanswithl0 moot, the clams p poq p D prw [FAX] +1 -210-227-4967 As reservesthe LILaI•HTiNG COBAmANY reserves the dghtmahange nrwithdmv zpeninmtlnnawithnd Ddnr notice. LIGHTING DETAILS [DATE OF REV: 050420211 [DATE OF REV: 050420211 [DATE OF REV: 050420211 [DATE OF REV: 050420211 sheet title sheet number