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HomeMy WebLinkAboutSDP202100047 Plan - Approved Major Amendment, Final Site Plan 2022-06-01VICINITY MAP: 1 " = 1,000' OCiiRIDGE 1.�4 �� Wei ,�¢•J ��4 s F r = G`v O�p Q,p o�M EA�STC3Ftp o 7 STANDARDS AND SPECIFICATIONS 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 BUILDINGS AND 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 l TREE TO BE REMOVED - X - UTILITY LINE TO BE REMOVED ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP 2021-00047) MAY 10, 2021 FINAL APPROVAL: i 0II2o22- SITE DAITA 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) 974-141 7 MARCH 30, 2021 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: SURVEY CONTROL POINT T-7700Q 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: 13108101800-OOB LAND -USE BREAKDOWN: BLAND -USE SF AC % IBUILDINGS: 73,385 ; 1.685 27% _..F _... _ ......... ... .... _.. ........... .......:_.. ;PAVED AwR..E_A..,ti ' 117,512; 2 69_8. 44% __ I _.. _.. - (PERVIOUS/OPEN AREA: 77,476 1.779 29%Q ;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 O' SIDE AND REAR SETBACK ADJACENT TO COMMERCIAL MAX. HEIGHT OF STRUCTURE: 65' ALLOWED BY CODE (15' STEPBACK REQUIRED FOR EACH STORY OVER 40') TALLEST EXISTING STRUCTURE = 49' NUMBER OF EMPLOYEES: 58 SERVICE EMPLOYEES RECREATIONAL AREA: NIA LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: OVERFLOW SPACES FOR PARCEL 68D3: 80 SPACES 61,251 SF VEHICLE DISPLAY PARKING / 1500: 41 SPACES 44 SERVICE BAYS @ 2 SPACES/BAY: 88 SPACES 58 SERVICE EMPLOYEES @ 1 SPACEIEMPLOYEE: 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 ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 7. 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 Ll 01 NOTES L102 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 11 LIGHTING DETAILS ALS: PLANNING/ZONING Submittal Type Reviewed and Approved by the Communit DPL7 � 22 department Date 'f1 File# Q O D 0 Signature SPECIAL PERMIT CONDITIONS (APPROVED ON 04/16/2003) FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) l . 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. orate rst reet t U Clio landscape architecture I civil engineering 418E Main Street 434.295•8177 Charlottesville, VA 22902 Tx aF .� 1 r Alan G. Franklin Lie. No. 35326 p, MAY 6, 2022 W NAL professional seal ALAN FRANKLIN project manager project team q112ozz_ UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SD P202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5. 05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 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 sheet number 0 0 V) UJ 0 z 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: VERT] CAL). 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 2 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 5' X 18' PAINT -OUT AISLE OR A 8' X I a PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12 x 26 WITH A 24MINIMUM 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 24WIDE. 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 10' 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 PEDESTIALS 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. 46. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE 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. 8. 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 BYTHE 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 AS SPECIFIED LATEST EDITION CHECKLIST. 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 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. 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 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. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. 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. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE 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 OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 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. 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 POINTS AS SHOWN ON THE ROAD PROFILES. 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 OR COUNTY INSPECTOR PRESENT. C waterstreetstu d i o landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHAR LOTTESVIL;LE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5. 05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 01.10.22 RFI # 1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS 04TA WWAV NOTES sheet title L 10 1 sheet number w a t e r s t r e e t s t u d o landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA,22902 2C RAN TO now D 0 U-Ba E TRE2 now HO TE� protessional seal NE E TR, EE W 1 .1 ------ YY -'FT' A ALAN FRANKLIN SEIVIE� T awn project manager Sam IZZ ARM I WIN pro T ject team 7- L E� x'i co D' K \J LAY .... ...... . K A L Y QN.DEQK.3 ............. ff U- .. .......... 4 D[SPLA -7 D ell HITEI L YVQc FO 8 E A-R( \"TU � . Z ,T E �-SPACE F CK- 5­500 S-F" D IS LAY` Q -K 3 �P U U- N I L SUBARU PHASE 11 _J E UMANSKY SUBARU AT OF CHARLOTTESVILLE project name -------- SE PHA AREA UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address "7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date P A 5.05.06.22 PRINT FOR COUI\ff Y SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS Lu 3. 01.10.22 RFI #I 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS > 0 0 revisions Z Lu N L NES) SEMINOLE TRAIL (US. ROUFE 29 SOUTHBOUND t VA RIA 8,1 E WID TH R. 0. W EXISTING OVERALL U SITE PLAN < sheet title ,71 0 15' 30' 60' Lu 0 sheet number TOPOGRAPHIC SURVEY OF LIN+ LN OTH O �� A PORTION OF TAX MAP 45 PARCEL 68D4 SURVEYING LOCATED ON HILTON HEIGHTS ROAD U- ALBEMARLE COUNTY VIRGINIA Innovation. Integrity. Vision. CHRISTOPHER B. KEAN LIC. NO. 2378 632 BERKMAR CIRCLE 03-30-2021 DATE; MARCH 30, 2021 CONTOUR INTERVAL: CHARLOTTES VILLE, VIRGINIA 22901 OFFICE: 434-974-1417 `q�Ij SUR�1'�O� NAVD '88 VERTICAL DATUM FAX: 434-974-1776 www.lincolnsurveyiog.com 103003507-TS21075,PRO 103-0035-07 TITLE REFERENCES: TMP 45-68D4 UMANSKY PROPERTIES HOC, LLC D.B. 4963 P. 495 D.B. 3290 P. 749 D.B. 3266 P. 135 PLAT D.B. 3266 P. 129 ACSA D.B. 3125 P. 674 SWM/BMP AGREEMENT D.B. 3058 P. 667 VEPCO D.B. 2721 P. 152 ACSA D.B. 2721 P. 149 PLAT D.B. 2721 P. 145 PLAT D.B. 2445 P. 334 B&S D.B. 1611 P. 346 B&S D.B. 1470 P. 499 DEDICATION D.B. 1402 P. 144 COMMONWEALTH OF VIRGINIA D.B. 1336 P. 224 VEPCO ; CENTRAL TELEPHONE COMM. OF VA D,B. 1174 P. 336 AGREEMENT D.B. 1174 P. 334 PLAT D.B. 1174 P. 307 COOPERATIVE PARKING EASEMENT D.B. 835 P. 199 ACSA D.B. 813 P. 655 ACSA D.B. 763 P. 606 PLAT D.B. 763 P. 600 MAINTENANCE AGREEMENT D.B. 761 P. 298 DRAINAGE EASEMENT D.B. 711 P. 738 D.B. 564 P. 520 VEPCO : CENTRAL TELEPHONE ; COMM. OF VA D.B. 307 P. 413 VEPCO THIS TOPOGRAPHIC MAP WAS PREPARED FOR: UMANSKY PROPERTIES HOC, LLC THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. TMP 45-68D4 IS ZONED: HIGHWAY COMMERCIAL TMP 45-68D4 IS IN THE RIO MAGISTERIAL DISTRICT THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP 510006 0280 D DATED: FEBRUARY 4, 2005 THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 30, 2021; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED, I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY, NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MISS UTILITY TICKET FOR THIS PROJECT: B108101800-00B I (X W R=60,00' I A=80,99' T=48,02' I o C=74,98' I CB=N06*20'07"VV N32°20'06"E DELTA= 77°20'28' I 29.67' SDMH TOP:435,99 OUT: 12" PIPE 435.85 (WEST) / N32'20'06"E 45.09' 43 080AK35, J ! / ! 80AK25 / / 120AK30 DOUBLETREE LANE 50' ACCESS EASEMENT ANT I L IT"Y-"EASEMENT-^- D.B. 763 P. 600, 602 PLAT D.B. 761 P, 298 440.82 / 120AK30 6 12Q K30 q 20' WATERLINE EASEMENT O D.B. 813 P. 655 N 445.86 447.88 .! nroeoen•na"e I 120AK30 ` T-1977108 \� (� 440.12 j / 436. 2 / / 442.70 7T'aaCP /8MAG25 1 AKB 9DMH-EX 80AK 5 / /. p - 435,96` T-81822/ , JMAG25 65 fI / �10TRE 226 8TREE20 447.34 _ LEGEND:/4, LP ��ttty.\may-/ASPHALT..AC =AIR CONDITIONER : ' .. (. '..BW = BOTTOM OF WALL41623.47CMCREPE MYRTLE TREE) " SDMH-B2'CMP = CORRUGATED METAL PIPE 413.8CSW = CONCRETE SIDEWALK DRAINAGE 'EASE NF :aiaaDIP =DUCTILE IRON PIPE' 4TREE10 D'@, 2721' • P.'. 14fi :P T�420.27. . : 1g18.02. /4.14.91 j ASPHALT EB = ELECTRIC BOX N45°00'24"V,I EVGR =EVERGREEN TREE 21.93'PKNF/aTRE. FH = FIRE HYDRANT FT-F1 A23,83 FFE =FINISHED FLOOR ELEVATION I a22.87 _422.33, 417.04 /,.82 dFT = FILTERRA? 2TREE5 LP T-81332 FH GV = GAS VALVE 1 / • . / 1 GM = GAS METER SDMH-EX3 TOP: 423.22 r ) j2TREE'35 /. TREE2 TREE2.:, 413.37 HDPE = HIGH DENSITY POLYETHYLENE OUT: 15" RCP 415.a2 (EX2) I ) HH = HAND HOLD PKNF SDMH-Fi / •. /"-- HOL = HOLLY TREE � 6MAG30 422.54 10T�E3o / ---- T-770 4,22.37. 419:93 417.50 414.. -- IF =IRON FOUND 423,18 1 / \ 6MAG30 \ ! I 6TREE25 6TREE25 / :_^�' SSMH-2 LP = LIGHT POLE -L BTREE25 ` 409.90 , MAG MAGNOLIA TREE 6TREE25- ' I AT-7740 ( . T'. -. _/• ASPHALT MAP = MAPLE TREE \------- \ /• 420.57 f-'':.- : MNS = MAG NAIL SET \ OHC = OVERHEAD COMMUNICATION SDMH��1- --- /p \ 20' DRAINAGE '� p ASE�HALT . - -T �. 420.79 / I PfSPHALT T ^ OHE = OVERHEAD ELECTRIC EASEMENT � 30.' BSL I SD�M1H-EX2 6/HQL25 6� 7 ` OAK OAK TREE 4/2,35 \ D.B. 761 P. 298 I ) : '"-� •�' ; VEPCO ESMT,•. _ CO ItAG25 PVC = POLYVINYL CHLORIDE PIPE _ - - ) --� -- - �' / _ OO_ 10 E35 ' . '-'_ PT-H1A D.B.'•3058' • P. -667 I.. GEN --- PE = POLYETHYLENE -- -- -.' FT-ei' p _ _ v R=60.00' \ I ( 10" DIP / / L.. �_ _- - 1 . f bDMH-51' 413.i4 FrFf E / � PKNF P-K NAIL FOUND A-T2.54 / . -- S . 420.49 / 419.3 I T6 &0 _�- 42.697 � SP = SIGNAL POLE T=41.45 --'1 �' :---_��^ 412.69 % 20 ACSA' - --'' 4TR E5 415:95 SSMH SANITARY MANHOLE C=68,20' j � - l 8MAG25 �` RY VVER -- 0 _ 412.sM / CB=N79°38'08"W o 3.05 LP 422.6fi 4 0.36. LP I 415.02 OE �AGIB �_ .. _ .. 2X 6TREEJO. _ SDMH = STORM DRAIN MANHOLE \ �, EA EMEPIT _. _ . _ : LP _ _ - - - M ?5CPt TW =TOP OF WALL DELTA= 69°16'18,. �r SSMH-1 05 D.B. 2721 'F 1A5 PLAT ! -F- _.._..-..- ..- - :- .^4. _ . J .. .. _. -.._.._..-MAP - - P 413HB �4TREEiSTCB =TRAFFIC CONTROL BOLLARD D,B. 2721 P 15 -- sytlAP25 - - - �- - �� -- vEPCO & - 8 25 - COTCE =TRAFFIC CONTROL EGUIPMENT---AT198 70 -�'8MAP30 r CENTR_At�SMT IGRATE 8MAP25 - --------.__ '� \ WM = WATER METER �� \ 419,20 - - }`• _ - _.. ;',12TREE30 '� _- `a- �6MAP25 - 1 .E3" 5641 P. 520 6M&P25 l �00 2` ��-C� -- - J�8MAP25 WV =WATER VALVE _ .`�.��EP / - -` _• .� •�12IREE r - n 6MAP 0 8MAP25 - --- T �'%./ _�,•' WMV = WATER METER VAULT ^TCB SP CENTRAL _ _ 27' `� " S35 11�51"W -- - ERS>=1SAEN�. BEM 527 '20 f Q 8MAP25 '-`' _-r-. ,4TREE 5 12TREE25 = 12" TREE 25' CROWN SPREAD 420.82 - r - tOTREE30� '� ------------- - _ _ BTREE25 ` P D.B. 1a36 P. 224 / r - 101,Q4 _ ,- _ � -� ------ --- - 41 �8' � ; S 57 o 3 9, 5A„E Q r w / J UP / FB 59„W SETBACK ._ / 10' PARKING \ +420.80 = SPOT ELEVATION Q � _ 1r� ' 17.00 I� = GUYWIREOHE OHO O tb HH HH \ / ) \ O OHE OHC ®= SIGN -*' UP ©= PIPE BOLLARD / CSW / �o o TRAFFIC CONTROL i CSW GAS LINE EASEMENT CIHH 0�O ---E--- = ELECTRIC LINE D.B. 1402 P. 144 SEWER LINE SDMH-EX4 TOP: 414.39 O SDMH-EX5 TOP: 409.62 fl = STORM DRAINAGE LINE U.S. ROUTE 29 (S.B.L.) IN: 12" RCP 409.97 (WEST) m IN: 12" RCP 406.27 (EX4) ^; = OVERHEAD UTILITY OUT: 12" RGP 409.91 (EX5) O OUT: 18" RCP 405.17 (GRATE-11 Tit = WATERLINE SEMINOLE TRAIL s -x x- = FENCE LINE VARIABLE WIDTH R/W VICINITY MAP 1" = 2000' 0 Q ti. POLO GROv NO `s ROAD SITE A� Q,O J�,ea ooe O CA RSS 0 O 2 F SANITARY SCHEDULE SSMH-1 TOP: 419.05 IN: 10" DIP 411.71 (SOUTH) OUT: 10" DIP 411.64 (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-Ei) OUT: 15" HDPE 442,17 (A5) SDMH-A5 TOP: 446.66 IN: 15" HDPE 439,93 (EAST) IN: 16" HDPE 441.53 (El) OUT: 15" HDPE 439.66 (A4) SDMH-A4 TOP: 435,43 IN: 15" HDPE 429.93 (A6) OUT: 15" HDPE 423.58 (A3) SDMH-A3 TOP! 435.22 IN: 4" PVC 429.33 (FT-A3) IN: 15" HDPE 423.48 (A4) IN; 42" PIPE 399.46 (EX1) 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 405.06 (EX1) SDMH-A2 TOP: 425.12 IN: 6" PVC 418.70 (FT) IN: 15" HDPE 416,12 (F1) IN: ASSUMED 42" PIPE 398.26 (A3) OUT: ASSUMED 42" PIPE 398.19 [Al) SDMH-F1 TOP: 422.54 IN: 4" PVC (FT-Fi) - OUT: 15" HDPE 418,69 (A2) SDMH-Al TOP: 420.79 IN: ASSUMED 42" PIPE 386.31 (A2) IN: 48" PIPE 385.67 (EX2) OUT: ASSUMED 48" PIPE 385.48 (GRATE-1) SDMH-EX2 TOP: 422.35 IN: 16" RCP 414.76 (EX3)) IN: 48" PIPE 402.35 (WEST) OUT: 48" PIPE 402.49 (Al) GRATE-1 TOP: 409.62 IN: 18" RCP 401.40 (EX5) IN: 24" HDPE 393.46 (131) IN: ASSUMED 48" PIPE 383.34 (Al) 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 (132) IN: 16" HDPE 406.52 (H1) OUT: 24" HDPE 394.65 (GRATE-1) SDMH-H1 TOP:412.69 IN: 4" PVC (FT-HiA) IN: 4" PVC (FT-H1B) OUT: 15" HDPE 408.47 (131) SDMH-B2 TOP: 413.86 IN: 16" HDPE 406.29 (G1) IN: 15" HDPE 404.62 (Di) IN: 24" HDPE 395.37 (EAST) OUT: 24" HDPE 395.10 (81) GRATE-Gi TOP: 416.01 IN: 16" HDPE 408.15 (G2) OUT: 15" HDPE 408.13 (132) GRATE -DI TOP: 408.79 OUT: 15" HDPE 406.28 SDMH-G2 TOP: 425.40 IN: 4" PVC (FT-G2A) OUT: 15" HDPE 416.84 (GI) SURVEY CONTROL A NAME NORTH EAST ELEVATION T-77000 3923148.74569 11493027.60484 423.18 T-77225 3923286.46138 11493033.56067 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-81822 3923391.96803 11492833.84795 434.65 T-1977108 3923551.75942 11492914.51679 442.70 T-1977302 3923371.64474 11492920.64326 431.02 T-1982370 3923152.00878 11493084.04232 419.20 SCALE IN FEET 0 10 20 30 40 80 Z Q J n UJ LU U) WHERE V `--J PLAN APPLICABLE 1 4' DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS p p A SECTION 1 SIDEWALK Ll .04 SCALE: NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. ('2' VDOT STD CG-2 L1.04 SCALE: NTS VY— SIGN JOINT )OTH TROWELED EDGE; NAL I FINISH; TYP. %2" EXPANSION JOINT W/XY RECESSED BACKER ROD AND CAULK, SPACED EVERY 25' (MIN) O.C.; TYP. OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN. COVER - ONLY WHEN / WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM-25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE ('3" ASPHALT PAVING L1.04 SCALE: NTS EX. DRAINAGE EASEMENT (D.B. 2721 P. 145 PLAT) EX. CURB TO REMAIN MILL EX. ASPHALT SURFACE AND ADJUST GRADES AS SHOWN WITH GRAVEL & ASPHALT LAYERS TIE INTO EX. GAS SERVICE NEW VDOT C G-2 Q Q� +� RE-ROUTE EX. GAS SERVICE O RE -STRIPE — PARKING 4� °ADD LANDSCAPE ISLAND / MILL EX. ASPHALT SURFACE AND ADJUST GRADES AS SHOWN WITH GRAVEL & ASPHALT LAYERS RE-ROUTE 6" ACSA WATERLINE ASPHALT PATCH LIMITS (HATCHED) N31 °395'0"W 52.00' N45°0024'W 21.93' \ R=60.00` A=72.54' T=41.45' C=68.20' C8=N79038 08"W DEL TA= 6P°7678" OHU --- o"E `U OHu R=6a00` A=80.99' T=48.02' C-74.98' C8=N0602007`W DEL TA= 77 120 28 " i I II II I 1 I I N32°20'061- 1 29.67' DOUBLETREE LANE 50'ACCESS EASEMENT AND UfflffYEA-SEMENT D.B.7,53 P. 600, 602PLAT D.B. 767 A 298 20'WATERLINEEASEMENT D.B, 813 A 655 584.9I' CG-2 MILL EX. ASPHALT SURFACE AND ADJUST GRADES AS _=SHOWWWl-TR GFAVEP&- _ _ _ = T ASPHALT LAYERS i I CO t� FH TIE INTO EX. GAS SERVICE EX. WATER SERVICE & METER TO REMAIN #960A MULTI LEVEL PARKING GARAGEAND BUILDING RE-ROUTE EX. GAS SERVICE FDC \ CRATE-i- I, 40.9.52 - S35°II S�N _��--- OHt7P - OHU — ® + `4 85'{y �' SETBARKNG OHU CHU OHU-��..�., \Y OHU _ -- CK oHu _ �OHu p OHU OHt�P--- OHUF�-�-� -.. \\ HU O HH Ht1 O� + OHU — OHU OHU OHU — OHU OHU�` I OHE OHC D.8.2721 P. 152 VEPCO & I CENTRAL �FSMT. D.B. 564520 \TCB S 1G�Y YEPCOAND CENTRAL i 159,27' �r TELEPHONEEASEMENT / r-_ "�2 f 5`� � �' D B 1336 P 224 / EM -- TRAFFIC CONTROL EASEMENT D.B. 1402 A 144 ASPHALT PATCH LIMITS ( HATCHED) S57°39'S4'E 1700` HU — UP Wate rstreetst dm landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville,'VA 22902 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 S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5. 05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 01.10.22 RFI # 1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions LAYOUT PLAN sheet title U.J. KUUIt ZY (J.D.L./ o _- SEM/NOLE TRAIL VARIABLE WIDTH RIW � � 0 10' 20' 40' O 0 Li 04 1ZL c sheet number R=60 DO' A=80.99' T=48.02' if I I a C=7498' I OUT' 12"PlPE435,85[WEST] D.8, 7eI A 298 C8=N06°20'07"W I N32 2006'E I N32W 06'E 20' WATERLINEEASEMENT DELTA= 77°2028" f 29.67' I 4509, D.B. 813 P. 655 44tI82 _ 44586 447.88 \ ' EX. DRAINAGE EASEMENT `� ��BOA�x3s f' / r2oAx3o� �r2o x3o?� 5349J'- -� 120AX30 / 80AX25 / 120Ax30 `\ (D B 2721 P 145 PLAT) 1 43.42 /- -- / / I �, ( �446.12 DOUBLETREE LANE 50'ACCESS EASEMENT AADTUTILITYEASEMENT - D e 763 P 600 602 PLAT �5f EX. CURB REMAIN aOAxDMd EXI fI c� f . \ TI \ 8 P ENC C FR DR.,IIN M TOWPO \ \ 5,00 (-.nNC'_ \ SFLIMITS TO PR i?FT_ F DI CESS WAI I J TURB D SE NC AR TELY, TN IO'REF25� s / 8rPF�aTO 447.34C68MAG25 UDOT 3u1v1r-I-Aj �_q, �v. V - - - �- -- CG-2 (48" MAXI) HH 426.00 144�1 MILL EX.�SPHALT SURFACE0 `>'� ���;: �<: ` I ZASP Acr MODULAR C M U <=;`st"`'-A4 436.62SDMH-A5 TAND AD ST GRADES AS 44666 \ WALL TO REly� INt , 43G S - ��+{�-y�I��-<y-,L;{4-(L1I,`SL-�` }LEI I�-y- ��}-{/.�y SI-_/�::::';:ks::: #3Si`','.Sv��,�,'".''n' �::�:�:�J 1 1 \/Y Y 1 V Y�1 1 �1 1 �1 \/ \�LNEVE! V OTQ 11MILL EX. ASPHALT SURFACE Cyr r 31 i ASPHALT LAYERSAND ADJUST GRADES AS / $ / F '; f o .. .... ` r -TW 431 0 431.0SHOWN WITH GRAVEL & - �y 7fk'_rTW�432.3 - ef X a , i J4\tP BW 4�8.3 raoAx \ l \�20JAk3;6�\ W 42862Q �W 42 .0 ASPHALT LAYERS 432.13 %4 v . , A3 3X6TREE75 j `�` 1`0 `GR5 ` J A1�33 , - 6TR� , ? 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GAS SERVICE /w 29 Z u 1 COLUMN TYP. V CE _.. ar.� ...,. s.......».,.��s.k�..<t.:r. r....... .<, f............... [. a:., SER I TRENCHDRAIN 1QUAK "'�tw �aa, fi2J ;�.h, I `r?.: R & METERS TO t z ' ,> .::\,+� = EX 429.38 T STORM SEWER SCHEDULE w a:>5:> w+;:..',µ7 COVERED 4�x,, .4,+F k,. 4�.' � l `���., 4�r ,� ;�'�r`:.r u5^ `is%aw »rf,z>f"�s:,. c.,,t;i<r' � FFE MILL EX. ASPHALT SURFACE > >:.k.,f , � �4 �< �:x� ,�� f :<�,�.• `':��. REMAIN J <Y:� �\Q , i + .S eifr'h, s z J; r o;s,'..'.'r'' a CONCRETE DRIVE GRATE-E1 TOP, 444 53 „\, 4E � y , AND ADJUST GRADES AS 5 s,` n ::�4a :,ir:9 c;� � s' r� �4. S'a w�fr s ,z'r`,: G /N' 4"PVC. jFT-EIJ k` Q�' �"< r `u` rl: ELEV . 428.30 OUT- 2. IT A5 xi F.. Y o-u,. M' yx�' ` r r :' ri , T. TS'HDPE44 f I SHOWN WITH GRAVEL >:. ':p ,ak. \ xr :44.:.<. .,k r '�o `�0Q .� +..`�" `M1. M'�a `r�\":kf:i'.`r"::.«k ,. 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WATER (Q2o 2,904 GPM � ,� ; . � ,::<; .<,;< � � ';, �",f:4>';;'s;.;, � , �;� _- _ ;1 ; OUT. -ASSUMED 42"PTPE399.60 /A2J t,t,''k t_i_ M o �d:: `. ar•<r? 42a 7 Q` 4 Il 111 % SERVICE & METER ADD 20 ACSA Y . �, u,.. ,.: z WM- 426; 4 - r -f 428. % s ;4 EASEMENT _ _ _ °`_. - SDMHEXI TOP, 435.96 \ m s m z ' + ' - - _ - ---`-_°- - - _ _ _ _ _ f � 6T(Z,y� �` � t TO R Elvl A I N lNUT- SUMED D 42-PE40D.21 e (A3) S J ~ f '�kE' a TRANSITION FROM UM f-r� �jx1l` s % #96C�A OUr.ASSUMED42"P/PE399.96(A3J H?�q - L 4 , ,� �z� ' �' � ar 42a2s EX 428.28 t,{SL7MH ..,= - _T ` Rc�Er Q 5 ' ry " z �- 4' r 1 IwiUL T/LEVEL PARKING SDMH-EXIA TOP.- 448. I 1 6HOL3O } 6N0t30 ; [, u 6 CURB TO FLUSH t'425 428.62 a ASPHALT cl, f - DUT.ASSUMED42"P/PE40506(EXIJ v3 - FLUME ROLL -UP °E �: 11 GARAGEANDBUILDING CS 11 . PATCH LIMITS • ") / SDMH-A2 TOP. 425.12 a 428. FFE �: r IN: 6"PVC418.70 (FrJ DOOR \ rr RE-ROUTE EX. r . 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Y --- - \ \ r i B7R E25 1 F FT E-R �1T L ITY / \ \ \ 1 _ _ 6r EE25 _.__.__._' qS 4M A ( X) / / 413.69 ° _�- ll / \ INSTALLA ION, TYP. \ � fps=-t~ ��-- 5-� �' _ - \ r - �- 4. �- ASPHALT �-- o --- �--------- �--2D'DRA//YAG�-�-� 1 � AS HALT � 420.79 Y $ z -- ------------ _ _-_ __ __ I -- - ---� / �' UGE UGE UGE UGE, SDMH- EASEMENT- -�- H¢� ----------- O `� % f-� / - 422.35 \ D.B. 761 P. 298) �_` / t �� ,5� --' S ` S VEPCO ESMT, // CO rG 5- n_ -- ` S �} D.B. 3058 P, 667 1 __ -- FTWIA OEN r - R=60.aar `._ `�Y - `- S_ -- S -" S ll" DIP S` ' \ FTBI IOTR 5 - - -�--- - - -Y \4L3,99DMHB1 413.14 ®2X6TREE7 1= C y = A-72.54 1.45'/ \.; ` -- S_ - S ` 420 4P l 4tA35 /-416.8� i J 7` . - - T=48.2 1DACSA' ---= 5--" S----_ J� = / ` `�� C7� JTREE5 - 415.95 'f -` 41269 GJ5 O ..., � c=6 2a jj r-- F11T.4R SEWER --- _ _ LP `- -- 4,2 J r`"' � z CB=N79°38'06W �t S "- r ` 423.05 LP J 422115- - d /� _ x - r �� 4r502 2X67REE1 - ,7--�..---- o N EASEMELT _ �-- Lfz E } LP - - \ ,--_ - - 1 +� MAG'25 Q DELTA= 69'16`I8" �r S5MH-1 D.B.2721 F.-T45FLAT �_ �� '� - - �"- , 1-� -->� = - �� ��! � - yLP FTH18 419.05_� T"S ` - r ( 8MAP25 �- LP>;. r - \ 4/3.16 C f 4TREE75 _` �-- �16 O D.B. 2721 P. 75- 2 { 6MAP25 �- -_� ' "' J r = Y �V VEPCC & -=_ �1: _ � - 1 { G15 -- -�- _ ---- --- I ( CENTRAL T - ! 8MAP25 y r ®� -"� ` { 8MAP30 ` ' r r GR fF 3� oS�1�1 - � ( - 6MAP2 F D 8 364 /? 520 t _ y� i2TREE30�- d0 .52 8MAP25' N\\� �_ - r -� \�- f /2TREE23' `�"^-AP 1 _ if+JS J \ { r BtitAP25 r, ^ r� \ v E VEP�OAND CENTRAL, t _ - 1 -- ,-� W rcB sP fG /� �� T,59.27' 7-� r - ( ; rS333�131'WY "� i~ �- ' ' _ _"-- -' �7i �-- J `r4TREE1 l .... w (; \ EPH,ONEEASEMENT / �7�1� =- C eMAP25 87REE25 ) S 42082 P D.B. 1 6 F. _ / �. �JZ/- 5�" IOTREE30��� /7��` r r '" i +• ,,.. j r r -- t __ �� ) z� o \, HH OHU UNU -ON ' OHU Ot�IU ' 1 OHU = P © FB J f r - 'S�8 w ` -.�� SEIBACxNG �� , t", S57°39'S4` HUB OHU �� \ OH�1700, - �_ ---- OHU ---o " ?�fiu ---- OHU � O �CO HH HH \� f U OS j OHU OHU OHU OHU OHE OOHHUC OHU0MU---�OHU ~ UP m CsW a TRAFFIC CONTROL >• EASEMENT- V) 7 D.B. 1402 P. 144 S0MH-EX4 TOP,' 414,39 > U.S. ROUTE29 jS B.L, j /N. 12"RCP409.97(WEST) SEMINOLE TRAIL our 12 RCP 409.91(EXS) U VARIABLE WIDTH R/W LU ti S0MH-EX5 TOP.• 409.52 Cin IN: 12"RCP405.27(EX4) O OUT.• 18"RCP405.17(GRATE-I) n Q CSw ED HH waterstreetstud io landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 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 S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5. 05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 01.10.22 RFI # 1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions GRADING & UTILITY PLAN sheet title 0 10' 20' 40' 1 sheet number Q u 0 z ¢ b 0 i LU w w co 0 i O v 64 rn z ¢ i U w af PLANT SCHEDULE T I-'-' QTY. I SYMBOL ISCientific Name Icommon Name ISize I Spacing Root Notes I 10 Yr Canop Canopy Tota I ! EXISTING SiTE TREES TO REMAIN J i 8 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4-5' Ht. As Shown B&B Existing 123 984 I I 4 CV Crataegus viridus 'Winter King' Winter King Hawthorn 6" Cal NA NA Existing 184 736 3 QP Quercus phellos Willow Oak 12"-18" Cat. NA NA Existing 370 1,110 EX. OAK 5 UP Ulmus pawfolia 'Athena' Athena Chinese Elm 12"-18" Cal. NA NA Existing 366 1,830 R=60.00' Total = 4,660 A=80. PP'T=48:02' PROPOSED SITE TREES C=74,98' 2 CF Corpus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 248 CB=N06°2007'W DELTA= 77°2028' 2 CJ Cryptorneriataponica 'Yoshino' Yoshino Japanese Cryptomeria 4-5 Ht. As Shown B&B 123 246 2 LS Liquidambar styraciflua 'Rotundiloba' Rotundiloba' Sweetgum 2.5" Cal. As Shown B&B Matched specimens 206 412 2 UP Ulmus parvf olia 'Athena' Athena Chinese Elm 2.5" Cal. As Shown B&B Matched specimens 366 732 ' 20 TO fhuia occidentalis 'Emerald' Emerald Green Arborvitae 6-7 Ht. 3' O.C. Cont. 10 200 Total = 1,838 SHRUBS ' 35 CS Corpus sericea 'Cardinal' Red Twig Dogwood 3 Gal. N O.C. Cont. - } 36 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. 3' O.C. Cont, i 8aAkB ' �My 117 1 C I lex Crenata 'Green Luster' Japanese Holly 'Green Luster' 3 Gal. 3' O.C. Cont. t r 2 15 FM Fothergilla major Witch Alder 3 Gal. 3' O.C. Cont. 1O / 110 MP Myrica pusilla Dwarf Wax Myrtle 3 Gal. 3' O.C. Cont. / 35 VD -A Viburnum dentatum Arrowwood Viburnum 3 Gal. 3' O.C. Cont. �JH /, ' / 8M�G25 \ 36 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. 3' O.C. Cont. �/ ' �`} �, 29 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. 3' O.C. Cont. NE\,J,V O T NOTES: MILL EX. ASPHALT SURFACE C -. sD 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, AND ADJUST GRADES AS } } 43 MATURE HEIGHT. SHOWN WITH GRAVEL & J11A 4- 2. THE TOPPING OF TREES IS PROHIBITED. ASPHALT LAYERS 432,13 ), 1 3. SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE SHRUB. t LANDSCAPE CALCULATIONS EX. OAK , ' � �-�- Tree Canopy TIE INTO EX. GAS �P f Requirement: 10% of Total Site Area 23 f SERVICE 0A 1QOAK Total Site Area 45,590 Square feel - � G2 } , \ f IOC MAPLE 447..34 �VDOT !! ! , ` (48" MAX T) CG-2 \ � MILL EX. SPHALT SURFACE I ! 436.62 � � ASP ALT MODULAR CMU ,�41 sDMHAS \ SDMH-A4 f EX. QQ + AND A D J ST GRADES AS 446.66 ! 1 435:43 WALL TO REivl IN iJ M 3( I �CJ CF CJ EX. QP ASPHALT'AYERS EX. DOGWOOD 522 " ~ � EX. OAK b �, S II ` P I80skK3 t ; 1 --i7l tp, s �' y l�GR2 7LVFVGY25-; I I 3X6TREE15 / -�-, �-I A 35 .- i3TREE�£f _ G/�ATEEl A3 / Of VGRS - I TLY � ) f )f r / -- I -� d�Y- EEIS '� 120 30_ `C / = k _ 5.87 � 488 r r 444 } OE h1 `' ~ Y r � BYY 140A K3.3 T-f ( lOEVG 5 / BW t GR25 3X 6TREE15 - l } L, _- �TW 6TR�E225�-- J Mi?AL 44QJ-i` 143057 430.T4 Tyy (' V / E�GR2 \ 14E1R2 (o CCO rYY l 3 - rRB 5 9Q �F J E 56 x.: ] L 1 - } LP _ % r�.. _ L r;TW 16� - ,. B bT a)f 430.21 @ 430.22 B .23 ff Iii' 445.13 It t / -----, \Pose f COLUMN, TYP. LEX. C1 _ - --" 429.8.2 _ (4) EX. CEDAR COVERED -' L ~`�. -f FFE 432.59 43 42 CONCRETE DRIVE --- ADJUST /42938 Gross Site Area 45,590 Square feet } G25 j d ELEV. 428.30 --- G G--� G G ,0�G G--- N Rec. Areas 0 Square feet 430.37 \ - i f E ElvTE�II� (-) Pond Area 0 Square feet f f -- �"`f �PH Lr 430.31 \ .-�` ...,-- -'�`" � EX. WAITER � P ' r NEW VDOT \ f / SERVI E & METER LP (-J Wetland Area 0 Square feet \ ___-- 7 CG-2 ASPHALT �`3� l f ` ° ROLL -UP \\ TO R M)� 428- 4rn�1.77 4TRE ��\ ' ' DOORS \ 20M�ACS 1NATERUNE 42763 EX. ELM 559 Square feet - 'T f BUILDING ADDITION ROLL -UP o - OBEZEB P 129 ` c� ~ TIE INTO EX. GAS Required: 4, q - _ __ -\ ' P. (+) Tree Save 4,660 Square feet �S. ``- �� / °`p�3/ f FFE 428.40 DOORS (,y�P- Vt W-� SERVICE (+) Canopy Bonus 1,165 Square feet `� f CONC. ( / EX. ELM .� CONC. r 42r89 EX. WATER -� f f v WALK o (+) Proposed Trees 1,838 Square feel h ---__ `�'� Fr-G2.�'�j 42a � SERVICE &METER Provided: 7,663 Square feet oZ \, a� a 4281! _ 426. 428.63 , _� �� _-==--------------_ r \ 6TR 10 ' TO REMAIN Street Trees 11 H Ii «,, I TRANSITION FROM 4228.28 � I I } /; #460-A Requirement: 1 Large Shade Tree 1 1 2" cal. per Linear Feet f Fr 3 EX. } ¢ f f . 6" CURB TO FLUSH ! SDMHG2 O REEI MULTILEVEL PARK/N q g ( / J p 50 ea ee o outage () 428.62 a1�ac3O 7 611o13O 42vc o ��j\( r a FLUME ASPHALT o 42s4 GARAGEAND BUILDING X MAGNOLIAS _ as I f f- UP (PARKING LOT TREE) ROLL -UP PATCH LIMITSFFEL - Street Frontage: 400 Linear Feet `` 415 g RE-ROUTE EX. � ��� '-- DOOR (HATCHED) 4283° � I I11 Required: 8 Large Shade Trees GAS SERVICE 429� I o r iC]� ` TIE TO EX. J ! -4 - wM RE-ROUTE EX. Provided: 127 Large Shade Trees w -42: EX. U FI I - GAS SERVICE g ry RE -STRIPE _ ' f 4 7 / 4m.IB LTERRA TO REMAIN ,� ! \ `a° PARKING -_ f f %' ADA RAMP '9I a O }' 4T,E F°c Interior Parking Lot Trees, 1 l� f- 4 3 TO REMAIN UMANSKY SU BARU OF #g80 I i Ex. ELM Requirement: 1 Large Shade Tree per 10 Parking Spaces w i-� �i�� FFE CHARLOTTESVILLE I 4 [} `ADD r1 (� --�f f a.02 42&� EX. SHOWROOM SERVICE BRiCKBDRY CS ( _ 2 } Subaru Site LANDSCAPE HH � i U/LD/NG (7) I O e,� 1 FFE 428.40 TMP 45-63D4 I LP 47I`EE75 Parking Spaces: 20 ISLAND f I I UP (PARKING LOT TREE) rn CK Required: 2 Large Shade Trees f I PARCEL E ! \ 4V. J ` BRILL Provided: 5 Large Shade Trees (3 Existing & 2 Proposed) MILL EX. ASPHALT SURFACE -- o If f / TIE TO EX. 6.13PAC. (10) IC I ' of } (2) EX. AND ADJUST GRADES AS / (20) TO 36" O.C. (1 1) FG I \` Interior Parkin Lot Landscaping Area SHOWN WITH GRAVEL & f 42T, TRANSITION FROM 7 CS REMOVE ALL (7) CS I I 1 MAGNOLIAS g g O f () EX. SHRUBS J I Requirement: 5% of Paved Parking and Vehicular Circulation Area ASPHALT LAYERS 1 �� f / �. 6" CURB TO FLUSH (7) CS I ! \ o GRATE -DI shall be Landscaped with Trees and Shrubs EX. MAGNOLIA f EX. CV (7) CS iff i i 4oa.79 RE-ROUTE 6" c> (25) IC -/`i I I / \ s , & Parking Area: 27,040 Square feet ACSA WATERLINE \' ' COVERED (5) FG (14) MP �l j AA$ - t2� (26) MP ; / I �J - 4M Required: 1,352 Square feet f' f ` - LK CONC. PATIO (5) IC (14) FG i29 E $ (2) LS ` ^ ALTERNATING/i ...� \ ELEV. 428.40 J �2 • • �I V ' N Provided: 12,056 Square feet G} f\4o .121 26 ,� - IEE I \ 41739 r // 611�L (. BTREf25 /G� } \ BF25 8TR 5 G7 r (5?� L / Screening ASPHALT PATCH // -- • w . _• - . _ _ , EX. t� ! Requirement: Parking ores consisting of four spaces or more shall be O / \ �' - , ; _- rREE2s _ f� a - - --~ Y_ - c (11) FG -G TEGL 141659 LIMITS �./ \ \ \._._-- i �-�. 42 c� 12 CC 41601 o screened from adjacent residential or rural districts. (HATCHED) 4250' srGN \ I \ F �.- r � 422.66EX. C CSW X• V EaHH HH( icv • F4Y.9a 41636�'" Provided: Not Applicable 7 �- . �\�\ o \ 4 - r / / 411.81 } NSE1� EX. UP / r 7 i // ,.I �44- �\ } EX. AI A 9 EASEMENT PA K11V L REE30 �s \ ASPHALT N31 3P50'W ,® \ f E 5 I (D. . 2721 P. 1415 PLAT) / ( O / ) 52.00` / L = l \ '�� �� rLP /\ //---� PATCH LIMITS �O\ P >E 20 CSA WATERLINE/ RLIN % \� (HATCHED) Gl ASPHAL z�;-- - EAS MEN TYP -`- �G .25` f // (2) EX. X. Up \• EX. UP (INSTR. #202200004907) �F W o\ '/'/f�-W '� // / 11 'I,\ // 425 423.47 SDMH-B DOGWOODS � ' (�RKt G L TRE� \ (PARK! G LOT FREE) � ( �\ / f UP OHU ------ OHU --� OHU __�---- OHU - N45°0024'W 21. P3' \ SDMH-EX3 TOP.- 423.22 OUT.- 15'RCP 415.42 (W) R=60.00' A=72.54' 7141.45' -- C-68.20' CB=N7903808"W DEL TA= 6,9'1678" 1 EX. OAK DOUBLETREE LA11/E (10) EX. MAGNOLIAS _ 5X"7&1SSEASEMENT �NITUTIL iT r EA-3`EMEI�11' %SDMHTOP.435.99 D.A 763 P 6Gi�1, 602PMT EX. OAK Y OUT.' 12"PIPE435.851WEST) D.A 761 P 298 J N32°20'06F I N32TOO61F EX. OAK EX. OAK EX. OAK EX. OAK S 20'WATERUNEEASEMENT J 29.67' I 45.0.9 N D.B. 813 P. 655 1 �(_ EX. OAK 440.82 _ 445:86 NTH 0 } 351 I 120AK3ON 120AK3O� 120 0& 7 7-- 584 9T ` 43 .42 120AK& t 80AK25 / / I / ' i / c y 1 1446 EX G�5 -EX1 5 I SI E�R�A r R LANDSCAPE V IN ERIO PAR ING LQT j I I LCOLATI NS (45,590 SF) LA DSC PIN AR�A \\ (S ADE ) (12 056 ()NC RPT ALL �� NE ` /l/ 1 bR�TI-OES� `� W `� W� W W W W W W W- +�' 414 6 l� 413.86 ' 41REE1 EX. AMPLE D.B. 2721 P. 145P T \10 '' r l /�' 13 I C G Gam- G 7 G G 420,2G G G G-�41BUp2 G G /'�-- G GtS �- G PKNF 4TRb�ETo EX. ELM - �) -�- FEE/- ' - 4 .83 (13) M P y 421.317 WV 422.87 ALTE NAT`NG 4 .33 \\ \ 'r 1 I RE-ROL TE E J 4704 j r C l { ' r6MA1GY; O I 72 R, f414.0,/ 413.82 O 21REE5 AINTERRKJG LO -FH CONC. STAIRS 6eE) -RCAPIGREA(8 R „ EX. ELM SOMIJF1 PKNF 2ELM A LINE EL S SHA ED),� J" SF) 42AND _54 _ --- 6MAG ; t y REPAIP\ASPHAL� \ \ { 5 ITREE25 d/9.93 / ( 417.5v 414,41 _ 7 L `- it SSMH-2 `` - -t FT ER U I L ITY \ ' j �\ ! L s E2s _ _ _ - l // / 4t 69 , C1c BTR�E25 J 409 90 EX. MAGNOL"!AS _ - INSTALLATION, TYP. ASPHALT- 1 , r �_ _SD I— S r --jS ` c S-- ? ` =_�,,r----------- 2O'DRA ----- AS HALT - --- \42079 ASPHALT s_�- / cv 1 SD/ytH- X2 - - - - - - - - - EASEMENT ` H�t2 - ` _- ' _ = _ - _ _ = - _ Q / (7) V D-A U GE - >L/ U G E U GE , CO ,------- 4 2.35 D.B. 761 P. 298 ~� J 5----- S S VEPCO ESMT, // - 19 r �. ) - (28) VD�A S s --~--- '` D.B.3058 P. 667 -- T�HIA c�F 6AMAG?5 _ / C "�. -- --- 1w, (1 0) V D-B t -- 10 R€E35 �- - �_ _ _ -�-�/L SDMH-Bl 4J3.14 - S S 1 SIP 2]r6TREE1 rs----�.._ s�� s 420.49 f 35 (17) V�_C 416 ' - 1w�/D=� SDMHH 0 �,20`ACSA' r-- - 5 -"-_ s- - - C� 1 EE5 415P � � � -- l 2) VD -C � 41269 G J5 , I aE�NITARSEWER - - EAS0115iT LP 4226 \ �12036 LP- '� 415.02 _ r/ .__ 2Y6TREf1 SSMH- D,B.272T 0-145PLAT41P�' - - - - - r - HIB 25 f \ \ 05 �i �. -'_\ ! �`{ `- i � C N A' .',. - it ! � 8MAP25 •-h-- :'#- \� - �� -�-- - 12T €3O-i �� y `� l 4f1 .`52 ^ j t l ` P25 S VEF a AND CENTRAL . % L 5 .27`-` �- 1 i ! r.. �1( , J 12FR `S35°11 1 "W k15 t f \�. rCB P TELEPHONE E4SZMEN� - 5�� �'"'. IOTREOO 420.82 O'` P D.B. 13J�36 P. %f�--H_i��2/ % / l " -> `/ ` ` -' } r 1 lam• J j s \� 1�-OH�R 52) IC j OHU --- �- OHU OHU OH(( -- �F1U --a OHU r�"- P / FB Hu OHU �\� (7J EX. ELMS (52) M P oHU �\� OHU OH�---- (tU o- 1_�C OHU �5}€X AEU --� HU oHu -- - `� �`� HH HH ` ALTERNATING ! ! EX. MAGNOLIA oHu HOt- CSW �ry 43 1 (4) EX. ASf p TRAFFIC CONTROL EASEMENT D.B. 1402 P. 144 U.S. ROUTE 29 i'S B.L.) SEMINOLE TRAIL VARIABLE WIDTH R/W SDMHEX4 TOP.• 414.39 IN: 12"RCP 409,97(WEST) OUP 12"RCP409.91(EX5) SDMH-EX5 TOP: 409.52 IN: 12"RCP 405.27 (EX4) OUP 18"RCP 405.17 (GRATE IJ M CSW J 141R El , J } 10'PARKING SETBACK J `' S57°3P'54�E OHUU' C3]`(i U OHU UP 0 HH b 0 10' 20' 40' waterstreetstUd.O landscape architecture I civil engineering 4i8 E Main Street 434.295.8177 Charlottesville, VA 229o2 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 S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5.05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 01.10.22 RFI # 1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions LANDSCAPE PLAN sheet title sheet number PLACE 5' GALVANIZED " WITNESS " POST WITH a /CAPPED ENDS PAINTED BLUE IN REMOTE AREAS -AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ¢ TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE I I ADJUSTABLE TRAFFIC RATED 11 VALVE BOX W/ LID II U Z N M.J. GATE VALVE WATER -d W h I I d N b" LINE 2500 P.S.I. CONCRETE k' 4 2'x 2' BEARING AREA. 'THRUST BLOCK q d a Q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W--5 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10, (270') 7 CU. FT, 18"-22" VALVE BOX #68 STONE 42"MIN " • 6" GATE ' • VALVE 81X6" TEE 2500 P.S.I. CONCRETE ±"i , A. BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT 1S NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, 'THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 1I, ,IIIImll ► 1 � 1 SECTION NOT •: 1. AIL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. , 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED 501E FOR THE MINIMUM DIME�ISION 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. 1 CROSS ANCHOR RESTRAINTS FOR VALVES j NTS I Fig. W-3c 430 420 MCI 390 TO-8 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 UNSTA SOIL INITIAL BACKFILL 4') r B. 8.. MIN MIN' #68 STONE ILAR FILL AS t <,0:• COVED BY ACSA j� 'I `-1''<'- STABLE SOIL OR ROC 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" LIFTS. 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 8c BEDDING NTS FIG. W-2 TD- 2 45' za) FOR ALL BENDS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD, BEND L H T L H T 90 2,50 2.50 3.01 0.24 4» 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 OA 5 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 1 0.10 90 3.66 3.16 3.21 0.4B 8' 45 221/2 2.66 1.66 2.06 2,16 2.77 2.69 0.2E 0.13 3.1E 2.91 2.6E 0.32 11 1/4 1,66 2,16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2,33 2.58 2.86 0.24 11 1/4 1 1.83 2.33 2.84 0.18 1, THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES, 2. USE 2500 P.S.I. CONCRETE, 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TO-3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.. VARIES I s 11 �. _ I I 1 5, 1 F V WATER SEWER iu C7 � a; £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETCJ EASEMENT WIDTHSt WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90` TO THE RIGHT OF WAY, UTILITY LOCATIONS 8c EASEMENT WIDTHS NTS FIG. W-I. TD-1 EX. 6" WATERLINE -- _ EX. GRADE T_ _ -, , _ ~ 3.S MIN. CC VER, TYP. EX. 6" WATER INE ~ 6" C ASS 52 DIP WA ERLINE � � 9" Q Z > w C°6w S LIJ > Q w w UJ m 0 U LI 10 00, _ LU 1�0 O z � w U o y Q w LU > < ��wo< Dw wL _U N - X 0_ L40 0 LL, X I , Q �C? t- o o w 01 LU - N N Q dS 0 ECG 10+00 10+40 WATERLINE IA' PROFILE SCALE: 1 "=20' H; 1 "=10' V 11+20 1 1 +60 12+00 12+40 12+80 1:3+20 1:3+6U 430 i waterstreetstu d i landscape architecture I civil engineering 418E Main Street 434.2-95.8177 Charlottesville, VA 22902 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 S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5.05.06.22 PRINT FOR COUNTY SIGNATURE 400 4.02.25.22 CONSTRUCTION DOCUMENTS 3.01,10.22RFI#1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions 390 SITE DETAILS sheet title i sheet number FIRE FLOW CALCULATION WORK SHEET R=60.00' A=80.9R' T=48.02' C=74.R8' C8=N06°20`07'W DEL TA= 77'2028" M � I I I II I I I I N32`20'061- I 29.67' DOUBLETREE LANE 50'ACCESS EASEMENT ANL7 UMITYEiSEMENT D.B.763 A 600, 602PLAT D.B. 761 A 298 i ( ASPHALT -------------------------- \ ©.8.2721 P. 152 ___ — - — ~r- ` -- `-J�� CENTRALIESMT. � D.B. 564 T . 520 OHU OHU ---- oFIE (dAU------_ TRAFFIC CONTROL EASEMENT D.E. 1402 A 144 VEPCO AND CENTRAL J59.27' TELEPHONEEASEMENT �. D.B. 1336 P .224 �- j OHU ----- -r OHU rgOHU — OH l7 OHU OHU OHU - OHU — OHU ® H11 HH 20' WATERLINEEASEMENT D.S. 813 P. 655 11?°20'06'E _ — _ 584.91 ' #960-A MULTI LEVEL PARKING GARAGEAND BUILDING EXISTING FIRE LANE STRIPING W1- T 7 -� EX. FHA (EX) (Q20 = 1,808 GPM) \` GRATE -I WY.52 S35°1157 "W7- ..,, a - 1 j P z FB j s`47` 97rY "'-----�;;;�. SETBACxNG S57°3954'E OHF---- OHU —�- OHU — 77.00` OHU OHU ---- OHU - �) OH?OFIC OHU- CmU, - OHU UP U.S ROUTE29 (S B.L.) SEMINOLE TRAIL VAR/ABLE WIDTH R/W ?� � 0 10' 20' 40' O s C wate rst reetst u d i o landscape architecture I civil engineering 418 E Main Street 434.295-8177 Charlottesville, VA 22902 professional seal ALAN FRANKLIN project manager project team UMANSKY SU BARU 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 5. 05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 01.10.22 RFI # 1 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 7V i Z 4 d off �C G 0 0 Luminaire Schedule Symbol Qty Label Arrangement Description LLF WATTAGE (Q 2 D1 SINGLE LAD4-LED-I4L-UNV-DIM1-30-FL-TR4R-SF-HAZ (12.8' MH) 1.000 14 Q 18 D SINGLE LAD6-LED-32L-UNV-DIM1-30-WF-TR6R-SF-HAZ (12.8' MH) 1.000 32 5 W SINGLE XWM-FT-LED-6L-30-UE-MSV (13.6' MH) 1.000 21 2 wl SINGLE XWM-FT-LED-6L-30-UE-MSV (14.1' MH) 1.000 21 Calculation Summar Label CalcTVpe 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 17.6 12.3 1.17 3:��:] SERVICE DRIVE AISLEI Illuminance Fc 1 11.20 1 17.7 1 0.7 1 16.00 1 25.29 " 0.0 „ V.V Ox0 0.0 k 0.0 010 V.V k 0.0 % 0.0 X 0.0 0.0 x 0.0 0.0 k 0.0 k k 0.0 X 0.0 X 0.0 X " 0.0 x 0.0 0.0 k 0.0 k 0.0 0.0 k 0.0 X 0.0 0.0 X 0.0 X o . o 0.0 0.0 k 0.0 0.0 0.0 0.0 k 0.0 0.0 L��.;rtTBLETREE LANE 0.0 0.0 o .0 0.0 0.0 0.0 x 0 .C1 k 0.0 k 0.0 k 0.0 X 0.0 X X 0. 0 0. 0 x 0.&-- �� 0. 0 -_ -0.0 - - -fl . 0 50'ACCESSEhS&ENl k 0.0 X 0 rQ 0. 0 - 0. 0 x 0' 0 1 0. 0 k k 0.0 k 0.0 k AND -UM ffYEA-SEMENT �0 k 0.0 X N " 0. 0 x 0. 0 k 0. 0 k 0. 0 0' 0 k 0.0 X 0. O L7 B, T603 600 802 PLAT 0. 0 k 0. 0 0.0 k 0.0 0.0 X 0 n 0.0 k 0.0 DA &/ P,298 0•0 X 0.0 k 0.0 0.0 x 0 0 k 0.0 x 0.0 X 0.0 k 0.0 . 0.0 k 0. 0 x 0. 0 x 0. 0 0.0 k 0. 0 0. 0 0.0 h 0.0 k 0.0 0. 0 k 0.0 0. 0 0. 0 0.0 k 0 k 0. 0 X 0. 0 X 0.0 X ° x °0.0 . X k k 0.0 " n 0 n n 0.0 X 0. 0 % k 0. 0 40 0 --- 0 -0- k 0 .0 x k X -E} 0- X 0. 0 X 0-0 - 0.0 x 0.0 k 0.0 0.0 \\ 0.0 0.0 0. 0 X 0. 0 /0. O .► x O. 0 k O. 0 O. O 0. 0 k 0. 0 O. O X o• k 0.0 x k� k.0 0. 0 X 0. 0 0. 0 0.0 x 0. 0 k 0. 0 k 0. 0 X 0.0 k 0. 0 X 0.0 0.0 k 0.0 0 0.0 k 0.0 X 0.0 ° 0.0 0.0 TCB o.o % x NOTES: X o ° • O� " 0.0 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS 0.0 X 0. 0.0 X o " 0.0 X SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY 0.0 0.0 0 0 0.0 X 0.0 0.0 X .0 X 0.0 x 0.0 X 0.0 " 0.0 X 0.0 X 0.0 0.0 FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER LIGHTING FROM X o. o k 0.0 . o, o k °' ° X o. o k o.o k o. o X o. o X o. o k LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTSO O x o, 0 0.0 •0 °' ° ° 0.0 0.0 0.0 0.0 0.0 k °' ° 0.0 0. 0 k o. 0 0.0 X o.0 0.0 0. o . o. o SHALL NOT EXCEED ONE-HALF FOOTCANDLE . 0.0 X 0 0 �� x 0.0 N `0. 0 " o o °' 0 k o. o k o o °' 0 k o o k 0.0 °' O X 2. 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O X --__ 0.0 X 0. 0 k OU.S ROU J,9 (S �LQj k 0' 0 " 0.0 �" 0. 0 0.0 0.0 k o 0 0.0 SEMAVLE TRAIL o.0 °'0 0.0 -k o.o X 09) o.o 0.0 0.0 k 0 Y6 R/ABLE WIDTH A' 'W 0.0 X 0.0 0.0 �) 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.o 0.0 O 0.0 0 10' 20' 40' 0.0 c 0.0 0.0 0 k .0 k 0 0.0 0. 0 X .0 k 0.0 k 0.0 k 0.0 0 X 0.0 0.0 k .0 0.0 .o ° X " 0 0.0 3.0 x 0.0 0.0 X 0.0 0. '0 0 0.0 0.0 X0.0 0. k 0.0 „ 0.0 k k °' k O. k X 0.0 k Waterstreetstu d. i o landscape architecture I civil engineering 418E Main Street 434.295.8177 Charlottesville, VA 22902 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 S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5. 05.06.22 PRINT FOR COUNTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 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 • �rl`l sheet number w a t e r s t r e e t s t u d i o landscape architecture I civil engineering :! o ' :1 11 4­8 E Main Street 434295877 Charlottesville,VI A. 229. 02EEEEEEEE, T1,_ffi== ' LADE LADE LADE I . 5" LED Architectural Downlight 6" LED Architectural Downlight . 6" LED Architectural Downlight LADE: I � IMEN= IM � MEMENEEM 6" LED Architectural Downlight Features & Specifications (cont.) � Performance Luminaire Ordering Guide Photometry ,-- - ----- I - - " TYPICAL LA06�LED-25L-35-SP-TR6R-SF-HAZ 0 - 0 0 00 a New Construction Housing/Plaster Frame Electrical Data (Amps)' LAD6 LED 25L UNV DIM1 35 NF TRQR HAZ L..­ 2,560 / �\ . ,vans � ... . ���; ;::,�,:..., :�. 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I , 1�1�, ...... black -painted SF HAZ Haze semi- diffused . - ­ - - _,9 , ou '' *Electrical Data at 25C 177FV Actual Wallace may differ 4-10% � : 016k, ',;� 1 " J.91 L!i [ � :�:� .:; �:� , .;/ Sell-Farige __ . , W � ii� ,;:�2�,W",�:�:;Il�����IW,o�4�� ���::���������]��i���&,q��.,�;���]����! :� 0�;: ,, 2,1*: - Universal mounting brackets provide up to 5" vertical adjustment and Reflector i: 19,_,1109'�� �: I �� ,',:�!!*:',.�': \ . THORT Open Refle .,I - M V.t$P­a;IaX -.1 1,�, ; 55 �:!!! 14 : accepts 1/2" EMT conduit. SF SPG-Specularcledr v'T W a 0 � ,� �����������ii���O,���ii�]�����i��! 1�1�1::�X4; `_� 1-11, 1 �.� DELIVERED LUMENS' 13 TH = H.flrsw, 18.s' �,�.. *�%,��: .1 1. I . .... �.�: �,,'�" -Additional channel bar, nailer bar and suspended ceiling accessories IR6RWW -Wall Was -_ ---- Ii: % � �::::::::: , 111 � 1 - In' SF HAZ -Haze semi -diffused �.;::: ,:::!::;. � 65 :X:: : ; 3 "I rrr 2100K cc 30009 eel 1 350ax CCT 4000KCCT - - , �. � �i �i � ��� 1�11 -I , �, �.,.� "�...�...��..�.,f�..",.,�"I"...".","�, available. See accessories. Lumen Delivered Delivered Delivered Delivered 75 1 !I; 1 PkIl. Illstribullon Lumarot EtIlMy LumenS Etftlof [Auti I Efficacy Lumens Efficacy Wattage Flangeless RAz - Haze seml-diffused, white trim ring FTFZ7777KW I I 1:�, ,� 11�� ... �::� .: �.:% .� '. , TRGR -Op.. Reflector Installation I �: 4!Vi i��i:��:.R.::�i!i!�!��:� i��:qt�11�i 5"'s%. .; �.:.: . ' ....�'.,. � ,;. ,.� . .. ... I I. d w/white .. . �..._`_; I : . .1 * plastic trim ring) dear, I.,;.::,�;1:�.:1 .... ;.. ... . - ,...., . I 1. . .. ..... I .... � ���:�iE�i�� RF 82.6 1156 - 6 1132 102.3 1432 IOL3 14 I. - Additional channel bar. nailer bar and suspended ceiling accessories :116 �­L4� ... " - ... #1 10 I/ L_ , HAZ - Haze semi -diffused Reflector wl Frosted Floating Lens, wl integrated LAD6-LED-25L-35-NF-TR6R-SF-HAZ !,�?:�:�!� ,, ,,:,I,:, I ... : : �i�!::���i��- i!��i�.F.I, : :.. , . J, ..r : i :� ;..:.:: - X. !�J:i!i�:i�!iiijij W77UTW�:: #�. professionalsea R6 .�.............�� - - __ :::I. , white metal trim ring (optional trim ring not compatible) Lo­.Z4 9 - , 0, rigin s el HS O available to accommodate a variety of ceiling types. .: ��ii��!i:��!�!i�i 1���:Trl::j �:�;:: �' .�I:: �: �:A � : . ::;: .;! . I I.. ":1 .... - .O.IX: : :..:X� � . 95.5 14 - wAtozzl 4, % c ON u 11@ CONIPLWIT ::::i:: :�: � WF 1079 77.1 1079 77.1 1337 95.5 1337 TR6f1FL- Frosted Floating � Intertek Dimmable ,:..,:.�.,;.:.:.: ; , �`:::; �' 1. "'.. ..""""'I.__�­510 `,p..'..,�"­.I,:::,. �':� � .� :: � ,, ;:., � � � - Features & Specifications din,p location Warranty a5L : ,: ,. :::: � Lens' SPC - Speculat Clear Reflector w/ Frosted Floating Lens, wl integrated EftkaW. 11 3 ,:� . If " 1"��:4,:.�!::� � f�i, !:::i �:��, - .,�r� I !,.,. ­...P� ­­­­ I ­11 - I -_ 1:� . P �,.�� , 0 ' ".11 � "- white metal trim r(ng (optional ring not compatible) GndelaPmver Oh6ibution 2°pal Lumen Sununary Candela Table Dimensions - L,51 LED Fixtures carry a 5-year warranty. NF 2017 91.7 2017 91.7 2499 113.6 2499 113.6 22 ,a ­ I'.. ­ LUMENS % ha- V,s­V,,tkA Urd']. �;; r, .... J­ 1. - ". "Pr, 11 . I M ; I.- ; � : L, : I, � � 1: � 1 I :: %:;vwl ,,: I i .��201��: ,qI :: lx� r ; �;r:r:::� : .: ! Optical System . :�! P : i �: �ft::: .:: 1;� 3W TRORWW -Wall Wash' HAZ - Haze send -diffused wall wash reflector, white trim ring Coneoftight i� ZONE �: :�� ;::! � 5 1 ­4 XA - � " i�#!W��i�� ����Aiti!��� ��::t:::� ���::� 1�5.233I- -, ALAN FRANKLIN - I Year warranty on optional Emergency Battery. Test regularly in Wr:g:qqp:� I C� ,. : ::, :;:: :.: �W��I#i��!�! 4,­ - Illumnance at4 Distince �� 777�77 �I , , ,1� .tl 10-20 831 _33.2% 5 4,982 1 315 IX,l/ :3 o�"t - LED source provides superior lumen output with maximum visual comfort. accordance With local codes. WF 1883 85.6 1883 85,6 2333 106.0 633 106.0 22 1 WH -White baffle and white trim ring .1.3 2. �, U­ f, U"'iWidih - I -Tailored spot, narrow flood, flood arid wide flood beam optics designed for �:: , � 11 . . 7�7­_�, 7�7= .. T, �_.,,.. 7.7� IIAZ - Haze semi -diffused reflector 7i�W5 •7_N�w project manager :: �;:, ; :.: P : � . �.57.7,7 ,,V 1.306f, J ix IT ��4N!�i��Jo��!i��i�� �ii��4*�,�!� i , , ;,.. _­ � TROD - Baffle �� 30-40 375 15 io% 15 2,98,4 1 i:.;� � I , i.. �1­sll: 1.767 : : �� �� �': .. ,� P � ; Dor ::,' �.: : ?�:11:L, - - :�! . � :�:11 BL - Black Baffle and white trim ring air '. - ?I ..- ,,,.-,.L : : � :�il: : � : � , � ��i ...... :, �:: I :�� * ,...' Yi W T?0A �! i��1�44�� ��00 I � , �i .. .� , ­ ­ I. �, 2_-V zj5 ­ h�l - 7777W77 775�� glare free illumination. � :: � .. : A � , : I / __L_ % .,,, 7 0 . � , ,f.,.' I Listing : i NF 2602 81.3 2602 81.3 3224 100.8 3224 100.8 32 - 0 _ � , ­ � _ , 75iW7 T i:�iii�i�l�� �:!i��!�..215 ;!�ji� I I : ,._ -_ ,�s N - Choice of flanged or flangeless spun reflector utilizing heavy gauge highly I �� - 11 1�, �K_ I . 1, -_ _1 I � 1. N,A___�. _.:I�f_ 5o_6Q 17 . . 25 1,607 �� i , fiE , . I __ ,", ... :. HAZ - Hazed send -diffused WH -White baffle and white trim ring \ ,§ . � i - . "I I I a ��il - ., c i iIiU:;�: ::��*; , L :: :::�� �:� 'i ;�: 1 !N!1��:X�:�; � ........ :�; �� ...... ��! i�A,!�::ffiq-�!��. 1.167 : ,,.L� _*��;�.i'­�i *:;;, ; .� .: 777Z77 : :1.,�� ��:: � : i PT Y: 1 , , i �.: . : 1 � � - cETLus Listed to UL 1598 and UL 8750 standards for 2W Ambient � i : 1� � : �w W 75�7 TROBL - Baffle wl Regressed �, .. . ::: � 'J,�,�� �i��i,, reflective diffuse anodized aluminum to deliver low glare, even illumination I I � : , _1111 � I _s ago '. , 7o, . : �!!!,A� ox 6.1. 70-80 1 0.1% 35 493 . . applications :: ::: WF 2429 � 94PI , 32 Lens' SPC pecular clear BIL - Black baffle and white trim ring , �.' , I I X I I : 75.9 2429 750 3010 04.1 3010 � i.13i ­ �1 :. I:!��,:,�:,ffig'r , of the space. 11 � I �� !IS � �:,�::::;� !i:",:��l����������.i�,���!���:;�r�.: ;: : �; 1: � I 7: .;i ,:;16 � . ,�'� 7.Y 7A - ��: , :::::!: ,; 1, ��� -, - ._� ....:-!, �., x: � . ! �� � �w I'll. . I n: . . I , I 1. � �!:�i ,� : ;: �: 1 �:�! � 1 249% � � .1 HAZ - H aze sem i-difla sed reflector wl s pecul ar clear regressed lens ,u - 50 �_ � � : . �� ..". �O',, , - ROHS Compliant. 41L i: �.s ,: f r 7w_�:�17 7T7 - :: 15W ',',`,'0 i p_ 7P7 ,,- - 90-ICO 0 0.0% 45 82 - Reflectors are retained with three retention clips holding the flange fight to a. I a ) r1i 3328 ., �i� . ,. . -;. � 1". project team - . - EMI/RFI compliant with FCC 47CFR Part 15 Class B Consumer limits and fIF 79.2 332H 79-2 4123 982 4123 98-2 42 and white trim ring ­ .� � �.' - = V­S;,��33.3* ,:4 :; ,:�: I 00.0 .: :; .. 9'.. I.:..". i! i ,� :� " ,., 184i':"::.,� �:,'2.490,'��.,: ,': 00.0, ::: .:: ': .: : the finished ceiling surface. (204mm) I f ) Class A Commercial & Industrial. 77W7 7W ;�i.�j . �D�,:� ,.,�];� �]��,�� ,���j :OA�"�'! ����0�0 ���,l',g�:g�� TRORL - Regressed Lens' mom H M �.Sp­&At' .., _....�, 55 "' . .. '.I.. 16 , It C� "T "�L'� 7 �Ifi�k�1,�� to.�.i SPC Specular clear reflector wl speculdn clear regressed lens and . . � , , ;,.. - Minimum CRI of 80. - _::;�:, . WF 3107 74.0 3107 3a49 91.6 M41 - i . 1 3849 1 91.6 1 white trim ring 65 , ., 3 - - Damp location rated L I I I M� : .. . . ... :�:.'­, ..... X ".. ! . . 7msr:.�50­ 17", ;.::.:!;_ I . 110-f - Title 24 Compliant. 'LED Chips are frequently updated therefore values may change. 75 1 ..... N Data is based on Haze Reflector. I ....... ­._ 6 ........ I j,,.,.�:j;�j�:�,,,, jr�: I .0 I ... I ... .. � 8 . , , " , " Electrical - ;:!:,: � 0 ._P:�..� - High-performance driver features over -voltage, under voltage, short-circuit I Accessory Ordering Information (Accassuflasare field installed) i � Mp u., 41� -, -, I �: x;: i �1' and over temperature protection. / \ - _­ - --- ­­­­ ______ -------- - .____._______,____.______ -------- -- __ NOTES: - 0-10 volt dimming (1% - 100%) standard, 12'(10pi'lloi _____� Description Order Number 1. Regressed lens trims are wet location listed. All other trims are rated for damp location. LAE)6-LED-25L-35-FL-TRGFt-SF-HAZ -------- Wit -White metal trim ring (only compatible willangeless trims) 616106 2. TRGRWW wall wash reflector comes with 401 Integrated optic; additional beam optics not Wr­ 2A92 - Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. - EM - - _._____________.__­­_ _.1­____.______ ------- ____.._____.__­ 1_____._.______ ------- - compatible %WU.222 - , Emergency � Battery- 658633 3. TF16RFL frosted floating lens comes with integrated while metal trim; accessory white metal Effi°aw. 11 2 Zonal Limon S­uy Candelo`raloie - - L70 Calculated Life: > 50k Hours projected @ 25°C per I ESNA TM-21 -1 1. _U0 U C27 - 27'channel bars (pair) 205599 trim ring not required) LUMENS­V­11 - Camlela P .er Dist,ilb.ti.n �� �� I ;:: . . � - total harmonic distortion: <20% � 11 4. Housing can ship ahead of the light engine and reflector O� ­ 1W ­' - �� :::2 11 . C52 - 52'channel bars (pair) -!87522 11 !�:iilgrz,4::� � U77U7� 75w- , - 10-20 773 31.0% 5 3.236 :� �: ,o 4". I., C.1.8­k ft- ffift - -�, a4`,p`,,,�,` - � �,o` ....".1.1 _ 6. Refer to IES Files for Bearn Spread. / -],,,, � ,. - ' - Power factor: >.90 i 0- I NB -Natter I e . r , hark[ (set of 4) � � . - . � 345-989 5. 90 CRI req uires 55 day leadtime & 1 00 MOO; Consult Factory �. Q7 ConeofLight - I . -T , I V-�z � Illuminance it a Distance �: *�d������,.,�i:"84��-,,,��,��, -... .,..,..�,.,��."f.�,.�.�,��,�..,.�, �;:,',-. - Input power stays constant over life. 1. 8 SCIK - Suspended ceiling installation kit (set of 4 channel bafs &4T-gridclips) 234508 I..'o � " i- ___1_____ 30-40 4Z 17.11% 15 2.780 (152.4mm)� I ­1 ­­­ .,----.. ___­ - - ­­ ___ ----.----"-,.-- .__.__.._. ., __ ___ � �0X_ , ',J I Ir 418fi, ___,_A_,_�'____'1.'1u:_,* ...... _�.�._ .� i ,.I. - ­ -.1 ­ 7553i7 7557 7T� 777ZT:�.T� �1­1 : ,. ::::: �,:?;�j.� ... , 2­ic­_' ­,�% 4.1' 4.1' - - , ," ! ,,, � ... - Compatible with Triac (forward -phase or leading -edge), ELV (reverse -phase ;V___>�_��, I M I'll, , - ------ T., 04 � -60 or trailing edge) dimming only at 120 VaG. , --� 50 19 0.81. 25 1.812 , , � 1 :�:� I:. . ,_-� I " 1 90.9 f, 6.1. 62 �,'.' X'-..'-A',..*-..'.�4 �:�,M ,�,,..., I "', Mo 1W : i 4, . m, : :x: �: . ..,: : .. , Q_ ,,, " : ::: x � qU,: ::�4M,5�:�:;: . ::::; . :: ,:*:,:".! X�: : .::�. : �;; � i .:::::�:;:;::, 4 .: .. . , P 55. IT � op : 0 ,�, - Driver can be accessed from below plenum for servicing. Actumodales lot I IM'ceillou thidoeras : 51.1 fi, , I X I, . 7 8; 1 2 . '. 35 I 624 � ------- 4,., �J� : � :::: - .. .,":: �::� _..... � : , � �� , . . X:.:.4d.:,. .; .10 - �i::�:jii 11 �� .11. , D'v , P ;::: � ; , I - L, � �:;::::� � . , ; .;"`:�. �.�5o 32.7 k : ;.. ::�i;:�i. I' 10.4 :; �:%,:.;: .. ::1 �� :` 2e, ,: - High efficacy LEDs with integrated circuit board mount directly to an . :; !�:i��;�, 0 1 4ai - �� 11 ::. .01, � 2?_? 11 4 � . , . ..; � 1. 12.X )2.4' . 45 20 , 1 " I I ,: :� �: : : , �:.%'; . : � extruded aluminum heatsink to maximize heat dissipation and promote long z­ ." :: -1101, * :� [ � QQ,fp� , .',,.��ii���: :.:.:::::.% :: I �.: � [l4l :14�Z.1:,!' � ��!i�i,��!�o . . :4:::.::,. I ,A. . life. ­ 11 � - 1r M V­Sp­dS4.O* 55 la ��.."",..,, ... &;...._., ­__..,........., 4711*(123.82mm) = H..SP­dS4,r :::.: ­.,X. 11 :1z: 11.. 5_ I im=lmllmllllll a � : . . ; 'I [It -I j= - Rernote Emergency Battery (120-277V) field installed is available to meet Al a-H .�.: � �1:��:,!�::,i , :.:.:.1'z: ; I'— I . ..... 65 4 critical life safety lighting requirements. The 90 minute battery provides 7D, ��q,��R �11:::;11;1::�! �; ,� _,1,1�.!.: 7.8watts constant power to the LED system, ensuring code compliance.To 4I calculate light output during emergency mode(EM battery 7.8 watts x LPW 60��:������l��i�i���������������l•: E : of fixture being powered - see Spec sheet). Detailed wiring diagram and t;::�::::::::::; 0:::::::::�:::��li�:,!:::,::"(::::::::::::: . installation instructions located on websile. M - J ::::,: : : . " rhornas Harris & Co., Litic. LSI Industries Inc. 10000 AJIlance Rd. Cincinnati, CH 452112 - www.lsl-lndustries.com - (513) 372-3200 - ® Industries Inc. AJI Rights Reserved. 8505 Bell Creek Road, Suite B LSI Industries Inc- =00 AAance Rd. Cincinnati, OH 415242 - www-lsi-industries.com - (513) 372-32DO •- vLSI Industries Inc All Rights Reserved. U09/20 LSI Industries Inc. 10000 AJIlonce Rd Cincinnati, CH 45242 - wwwJsi-lndustrie5.corn .(513) 372-3200 - oLSI Industries Inc- Ad Rights Reserved. L51 Industries Inc� 10000 Alliance Rd. Cincinnati. OH 45242 - www.isi-in(jusvies.corn .(513) 372-3200. cl-51 Industries Inc All Rights Reserved. 0109/20 � rylechaniesvifle, Vl'� 23 1 1.6 , , - � 9 , I I I I I I I I # M11 J,I'll ��,::: ,. , , .. . ,:; :::: :::: : ::�;: - ­ ,:::::::i :::%��:..:::: : �:!:: i � : 11, .:�::�:�: :::: : : ..: 0, s... IM1, � I -::��:i:�i� :,� Up AR - , " , 11 , ''. � ... 1: :� ., ..... . .. :. : .'s. ..... I �� 9. ....."!�,. W " _.`.11.NTR5: 1:::: � ... ..R IN '�'7%491.,. ,C:,N:::::EN4: :::_ �j,,�".,,, ' ' " 4 : �;;;; :.�::: 1 " .�1:0::;::X.:;:�:;: .: N:�::::�. x:: y . r:.,,;::;:::;; � �: �1�1: 1:1::; i; � IN: I I I ;:i ::,;;�:i � , . I :!�� !i����!�i��i�i�:���i��ji����������������,.��� .1. .,; ..... '' :::::::,::; :; !;: 1 X: : �i��ii�����iii�:� . , . . , §: : � 1:1 Q%! �g: . ... �C, 1., � :111� ,.i �,:�;::: , ::,::::: . :X 1 i � 1 , 7­:..,:101:1_`1 �: I 11:1 I �: � : , � l�: ::;: 1 i; 1: 1� I:: � ��:� ��� ,..... �: - � �: i � ] 1 � :�: �; ��,: 1 ; ; ,: : z. i�:��,I; : � '! :::::!, , I �:,�� 1:1 i, :11� �1:1: i:i: , , '! � " ." . : 1= , ...... . � I ,, 1 5 �� �: �: X LAD6 . I LADZI LADZ4 LADZI OF C H A R L OTT ES V I L L E I 5" LED Architectural Downlight . I I 4' LED Architectural Downlight 4' LED Architectural Downlight . 4" LED Architectural Downlight project name . I wimiimmmmmgmmnmmmmm I � moloommolm 0 ------------------ = . - . I . I _. I __ � Photometry (cont.) I . 11 - - 0- a 0- 0 9 Features & Specifications (cont.) I Performance . Luminaire Or ' dering Guide UMANSKY AUTO GROUP - , - - - - - - - - - New Construction Housing/Plaster Frame Electrical Data (Amps)* I I TYPICAL ORDER EXAMPLE LAD4 LED 24L UNV DIM1 35 NF TR4R HAZ client LAE)6-LED-25L-35-WF-TR6R-SF-HAZ Lumens:2,333 -Designed for use in non -insulated ceiling where Insulation must be kept a .''!�,..�,'��I]ojnn!P , 0!!11�11.1..','..� r .... : : �.�*� 0 � p.i:,:;::� ,�i ::;:� � � ,:�::x� �� .0,r., �: i, I ...;;,�:Vp ... � Y11 I I I . 11 I Luirien Witu:22.2 . minimum of 3" from the fixture. 14L 0.12 1 ow 0.06 0.05 Faimily[Size LED Gan Package Voltage Driver Color Temperature CRI Beam optice 960 HILTON HEIGHTS ROAD Efficacy: 105• . ., 11. - Junction box listed for (8) #12 AING (four Ili, four out) 90°C conductors ;MVi��I��i� �: �::�� ,. � WI: 1'.: iml: , '��:Z.:!�,77�:Ij l�! _- GO FURV I 120-277V DIMI- imstol% [_afl COOK 1K.-Il 80 CRI Ni �lB,::.,.��!!:!�F"!,'.�-��.,.*,!��!�����. !���771 , O,,Q ���i��ii�: FLA041 4" New Construction' E] Fi4L114 th SP-Spot Zonal Lumen summary Candela Table and thru branch wiring. .. -Z4C- •2 00 1w, mming) 35 - 35OCK ' I arrow Flood CHARLOTTESVILLE, VA 22901 1 Candela Power Distribution - *Electrical Data at 25C (77F)/ Actual Wattage may differ *10% 40 -4000K FL- cod 11.1 ,so' M, ­' Cone of Light ZONE I LUMENS 'AfL,tu,a 0e9­ Vern.[ Candela •- Junction box contains (5) 1/2" knockouts with trade pry -out slots and (4) Itude Flood project address 2,300 - -i --- i .-/ :i�_ - , I ­ , I I , I j I r I ':-�:' 8, , 1:: _x; ::;;� 1: , , , 4 , . , i, 7,;,�� ::::,:�: q : I - i:::� A ��_G;�.: !:::::; ::�::;::::�2P ;�! �11,1�:::_ � �N::�:;:� ­:i��:�:::: - �1111:.;:;.; �. ... .. . I Romex cable clamp knockouts. - - � . I ". . , 1,911 - I! � 1'� 130' Illuwinance at a Distance � ,:::;:; ,: ,� .. .:;:.: 'i .... ... Ir I .... I DELIVERED M I ./ /1" , No' Center Beam ic goa. Width 10-20 532 22.8% 5 2,176 -Deep collar accommodates ceiling thickness up to 1-1/2". - Gr ! 35OUK ECT 1 4GOOK CCT I'll, I/,, , �, 7N�� I 111­1 ' '' '­­­',-$ -i � ..... �­­r 1 I... - - 2700KCCT I 3000K C li: " ; �: X:: �: �� �::: il::: � 1; 11 !:: � !�:� 9�4::;�::::. __ , � �:!�:�%�! �Ii:�]!�,il, �:l 1 1 ,., i . 1,150 -11 / 515 I`C ,t 2.6' 2.6' �::�:::::::::��:�;:I�7�,::��l;:.� ,.:,�:1U. k:1� � 7700_1.� , steel, Luffien a Me a Me � - . --- - - - - •I -gauge tolled rolled ! Delivered -1 110, I . , . , , , , 76� ff- , ,1< -11-1 .• Lly 30-40 558 23.9% 15 1,885 I - 6 aster frame collar is esigne W istribution 'I acy Delivered lumens J W.U,Ille Reflector Finish - I :: ,.:;� ... �,,::::;:,,� ZQ�11:-::!:�..:� �;:;;::J,.z 4 �: . . �.j 4,14,! � � � : Ix : ,:Selr-Ilanyed aze sern - 3& 13 5.3' 5.3' : � I I - I 11 ..:: ., : ..."", , ,1 : I 4 � - 0 black-painte �!� �� . ��:.: ,:� X 1 4:1. ... :_ :diffused . .,_" a •a ... �' i!i ,��::�:!�� :;�� .: ... ...'. ': � r ... : _, �'. ;. . '.. .. ,.:, : ­ 1.11 .11. � I . a ic ' 1��Acr�c� li�:�i�?IW��i�i�i�i� N.­.1,0%�1 1, �;, ", � , , , ',�!; , I , 6. ...�o -.7. ., , 11�1�_: • - Universal mounting brackets provide up to G" vertical adjustment and i NF � . �Z - , I . 4 �. ' : �:,:,�,, -a" , , :� ��, �.� � . 1 �!,::� _ I I or , 4" I �:�:i:�: ��:� �. . - - .�.,.. . I ... �, � . CD1. 0 W 2 1C �'�.,� .R 7.9! 7.. . - L.1- - il - .., . .,�_� . ,.%, i:, X'.::;;*X1`:$1 " 1, �$�!��;: 100.1 1401 100.1 - . , 38� &,, - - - ----- ��-,*.-,l 50-60 53 , 2�3% 25 1,642 gli!!�!;1147 81.9 1 1146 1 81.9 :I I 101 14 - Specular clear .. , " ,X,*,.. " *, �(: ., Mi*:**:: 1.11�.....­,.-,; I'll......",., 111,�­.,. project number :: .1 . , W i`IAIc 11 - " ��,�i��i�.: 105, toy . . ;:,"..'. ", SF SPG �� .. � :: _:� : �:: ,'.'.� ." :::: : , 0 8 accepts IJ2" EMT conduit. �1i�ii� :�,'..:.�:::: , ..., t , .. ir �.*,., : ; , . � �:� ., ., . :: : ,::. , - ., n I ::; .., ,:: . � ., � -V . . :! ,;., , . .".,: ; I 1 767 74�W; ".. � -!.T1::i�!!i:, � ,; .". . � - .. ., 757 . . " S., , " �:: , . 7TiT I ..", .�:; :... .... . ..��._!..,,..9.""', I . .:,: -o, �ii��, ,66� - , M...- :.'..,; �: 10' air �-�2zorc,��, ��i �i�-�i�i, . .m... - ... I �..... . , , 1 - . ., 1, ., ��.g I -WallWash SF HAZ - Haze seml-diffused . , *X:::,X:�!j,l:�.:j:� : . , R4R ISO W ­ ,431- 13 1' 70-80 . - . 4 ., � ., 0.2% 35 820 -Additional channel bar, nailer bar and suspended ceiling accessories .. WF 1067 762 W 76-2 1304 93.1 1 1304 ... 93.1 14 1,533 1. , I , 11.".­ ... ­;..... ..... ;:..:;..!. : q � :,;:r . 11: - - �,: I . '. :, 3W : I' , , ... , . �:�: :;1 1: I , Jff'$i4i�!,' ���!� �i� . .j:: i Z Tw�'. 0 2 ::.:.:::,1..1..:..:.:...,:. .• I - ,: �:��..'Il ...." lgiWT 277;57M 79WKM available. See accessories. 24L ZW �W i".AL4 ,:::.. � ..... .. : I '%.,11�,. � . . '. .8! Is, �.'�;AO;N,��.* I 11,�:11: �; �� :�;s�:��A.,Q% ::��i:�i . r . ! ': t: ­:�� 1,11 7 W I � 90-100 0 1 0.0% 45 277 #1 0 V. NE 1989 9041 1949 90.4 � 2432 . I 110,5 1 2432,. JIU.5 22 HAZ - Haze semi -di ffused, white trim ring 2,300 ;, I � _.. , i!i 1: �,..�.. ii � � � : 1 ,%:., - " - - Flangeless .. , - - - ; ...: :1. I VA.T 10' 20r 30' 40' W vert5veaj:60.o, :: :: � " i 1: :i %x M ..,X, Figin 1116111S O Installation , , ,.. , , ': , - Open Reflector � :: i:,0,-�Ja ��, �, :�,:;�,.�.O � 0" M, � .. , 8., ": I �. , I ;.1 :� .. , - . " W1114111 - w - - ., - r�. � 9.,� , .� .,. . �.,:i,�����!���?;n�.��'ll.���lI I ..." 7, :1 .. . _. - UWMM,:1: lu.,_9. I., " , WqW W (Ship standard w/ white MAJOR SITE PLAN AMENDMENT M Ho6z.$Preid:(,6.6* % c(UP .3 "?C_0� COMPUAN'r I 1.1'.. � SFC - Specular clear, white trim ring iii 1 55 48 Intertek Dimmable d­P locid." •- Additional channel bar, nailer bar arid suspended ceiling accessories WF 1852 84.2 1 1852 1 84-2 � 2264 102.9 1 2264 1027 22 plastic trim ring) .. d.12;1� I I � i:i�i�:!��i�i�! !::��:�:;�::: ::;�:�::r,'.�� project phase ��0:l� ":::.�:::: :,,;�� ,� F Features & Specifications available to accommodate a variety of ceiling types. 'LED Clips are lfaquavly ii,dM Lh..fue,&,is mri ciarqe. HAZ - Haze semn-diffased Reflector wl Frosted Floating Lens, w/ integrated p 65 9 Data is based on lima htlector. : � Dimensions white metal trim ring (optional trim ring not compatible) I : �: 1: 1. : : i � ` :�, _..:�....Xl Frosted floating Jvi M�� : �::: �: 1: � : ,;::::: 75 . . . 3 , X I Optical System Warranty Lens' - $PC - Specular Clear Reflector wl Frosted Floating Lens, w1untegrated i white metal trim ring (optional ring not compatible) 7W 66:1�:�j:::::::1:; i 1: - LED source provides superior lumen output with maximum visual comfort. -year warranty. : , ! :111: _1 .:;: ��;::��i�:� !I,! i: - LSI LED Fixtures carry a 5 . ,.� � i.,..::;; I J _�!�:!, - .. 85 1 1 -Tailored spot, narrow flood, flood and wide flood beam optics designed for - 1 Year warranty on optional Emergency Battery. Test regularly in TR4RWW -Wall Wash' HAZ - [laze semi -diffused wall wash feffector,white trim ring MAY 10, 2021 7­.�����#,,' ����j ___­___ ,. glare free illumination. 00a accordance with local codes. issue date - Choice of flanged or flangeless spun reflector utilizing heavy gauge highly TR4B - Baffle HAZ -Haze semi -diffused reflector WH - White baffle and white trim ring : reflective diffuse anodized aluminum to deliver low glare, even illumination . 0 Listing I BLK - Black Baffle and white trim ring of the space. - . . - cETLus Listed to UL 1598 and UL 8750 standards for 25°C Ambient - aze S III - I I -White baffle and white trim ring - Reflectors are retained with three retention clips holding the flange light to nP-0-, applications TR48L-Bafflw/Regre5sed the finished ceg surface. 11, � a Q3, .0. •Lens,e SPC-Specular clear BLK - Black baffle and white trim ring 6" Recessed Downlight Reflectors - Minimum CRI of 80, 1204mmil I U - RGHS Compliant. - - EMI/RFI compliant with FCC 47CFR Part 15 Class B Consumer limits and HAZ - Haze seml-diffused reflector w/specular clear regressed lens - 0 Class A Commercial & Industrial. and white trim ring . � I ,-�-:�i.��,,�,.� , - = , ,.......'�. .1 I .. �.fv ;, - o SFC - Specular clear reflector wl specular clear regressed lens and 5. 05.06.22 PRINT FOR COUNTY SIGNATURE m,� 2 I . - - Damp location rated 1114RIL-Regressed Lens' � *1" . , . M1111 4!�� Electrical - . •-Title 24 Compliant. white trim ring 4. 02.25.22 CONSTRUCTION DOCUMENTS lR6R - Open Reflector TRORFL -Frosted floating lens TH6BL - Baffle w/ regressed lens - High-performarice driver features over -voltage, under voltage, short-circuit Self -flange or Flangetess Flangeless Flangeless and over temperature protection. 3. 01.10.22 RFI #I I HAZ - Haze somi-diffused HAZ - Haze semi -diffused HAZ - Haze seml-diffused Accessory iOrdering Information (Aco.,orles are field Installed) 2.09.30.21 CO. REVIEW COMM ENTSAIGHTING PLAN SPC - Specular clear SPG - Specular clear $PC - Specular clear - 0-10 volt dimming (I % - I 00%) standard. I NOTES: Integrated white metal trim ring Choice of white or black baffle - Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. I -.flr- _J I Description Order Number 1. Regressed lens films are vvet location listed. All other trims are rated for damp location. 1. 07.26.21 COUNTY SITE REVIEW COMMENTS Wet Location listed . WH - White metal[ trim ring (only compatible wt 616105 2. Self -flanged TR4RWW wall wash reflector comes with 401 integrated optic; additional beam - L70 Calculated Life: > 50k Hours projected 0 25°C per IESNA TM-21 -1 1. 1344.8mail I flangeless trims) - Total harmonic distortion: <20% I optics not compatible revisions � Em - Emergency eartary 658633 3. Flangeless TRIRFL frosted floating lens comes with integrated white metal trim; accessory . - Power factor: >.90 1 while metal trim ring not required i C27 - 2T charind bars (pair) 2055W 4. Housing call ship ahead of the light engine and reflector . :�?� I-'-- --'- ­ --'-- r--'----------- -- ­­­ ­­-- , - Input power stays constant over life. J�� --, -,Z;L�, I C-52--_ 5-2n-han-flel bars (pair) ­ - 287522 5. 90 CRI requires 55 day leadiline & 100 MOO; Consult Factory 4190 Amns�l 44M -Compatible with Triac (forwardphaseor leading edge), ELV (reversephase 0 1 6. Refer to IES Fifes for Beam Spread I TR6B -Baffle THOU -Regressed lens wispecular clear reflector Il I NB-Na lerbar kt (set of 4) M989 TR6RWW - Wall wash w/ Kick reflector or trailing edge) dimming only at 120 Vac. 11 . I Self -Flange or Flangeless Flangeless FlangelessSuspended ceiling installation kit (set of 4 '234808 q HAZ - Haze senti-diffused HAZ - Haze semi -diffused reflector HAZ - Haze ser6diffused - Driver can be accessed from below plenum for servicing. 0- 15,13. ; channel bars & 4 T-grid clips) � Choice of white or black battle SPC - Specular clear - High -efficacy LEDs with integrated circuit board mount directly to an 1142.dl mml Wet Location Listed i extruded aluminum heatsink to maximize treat dissipation and promote long : life. - Remote Emergency Battery (120-277V) 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 Actonufflates 1 1/2" Ceiling thickness calculate light output during emergency mude(EM battery 7.8 watts x LPW I I of fixture being powered - see Spec sheet). Detailed wiring diagram arid 41MIr' LIGHTING DETAILS installation instructions located on websita. i127 23=1 Thomas flarris ''- sheet title LSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 452,12 - www.isi-industries.com .(513) 372-3200 - *LSI Industries Inc All Rights Reserved. �8505 L1101 Creek ilt I".ite, . Mechanicsville, VA 231 16 LSI Industries Inc- I0000 Alliance Rd. Cincinnati. OH 452142 - www.isi-industriE?s.com - (513) 372-3200 - OLSI Industries Inc All Rights Reserved, 03/09120 LSI Industries Inc 10000 Alliance Rd. Cincinnati. OH 45242 - wW,,vJsI­IndustrIescQnn - (513) 372-3200 - oLSI Industries Inc. All Rights Reserved 0109120 LSI Industries Inc, 10000 Alliance Rd. Cincinnati, OH 45242 - www.si-Industriesconn - (513) 372-3200 - 01-St Industries Inc All Rights Reserved. I % sheet number oN- �, Photometry LAD4 LED-24L-35-5P- rR4R-SF HAZ lumens: z4s5 watts; 22.2 Efficacy: 111 Candela Fosv Disoibution 2ao J?-fj.?.�. cane of light 2000 -Y--i-'_ 's0' Illuminance at a Distance aAoo !"" tTY Cenfe3t' re a-hidth nV z%o r Im a cna ] ! I ? no' a°eu 21853 fc aT a7' Hilt 14 la• 318 rc 2.t' 2.1' 179(c 2.a' 2 a' ._.Hart E_- 1.5'^ 2.5' as 79.4 (c I..,7 4.r 4.2' LAD4 4' LED Architectural Downlight o wJ 2'000 1°' M a0 IM Vert 5preaa 19.9' Hodn spread zo.l' 'J!64 ',f 5, - All'o'n LA04-LED-24 L-35-NF-TR4 R-5F-HAZ Lome .2A32 ;ZZI 1t0 Candela Fond DUVihuuon 'i0'SP 1sv Iw Coneof Light W 7 % 4,a3s 4.t, fur Illuminance ataDistance 3,67 f-% 1rJ' (enter Eeam rt aaam 5'4dth co:0 a'r 2.9°a 3as] �� yr 1a Irt39 fc 13' I.J' 899k 5.1' i.0' 40or, " 76• 7.5 s: w° 1r a Sw Vert SPread:3s.r millHa1L 5pr ,1349" LAD4-LED-24L-35-FL=f R4R-SF-HAZ lumens:2,407 walls 222 Efflwcr. lUa Gndela Power D!,Wbution o- 1w• uo• Iw- Coneof Ught �13r Illuminance at a Distance a°oo 1 2p Censer Beam rc eamwldtn 1,9sW a -- F cue t55w /J(71-,1 z5:3 _: Iw• 1a 17a 3soo 2-- -- ,zr 1r <r av m Ven. Swvalka>.9' S5 I 17 � D'H Horlcspreaay.a" .:b0 - I> 6 951 fc D Ls, t.a' ._._5986f, S TV 7.0' 36-3f FC :. 3 8.7 as, LSI Industries Inc. 10000 Alliance Rd. Cincinnati. OH L152U2 • www1si-Industnes.com • (513) 372-3200, *LSI Industries Inc. All Rights Reserved. WALL SCONCE STATIC WHITE PERFORMANCE - 3000K - SOFT FOCUS LENS M.. l,U 5 k5 OP.71G 2 5 OPTIC.% AQ OPTIG . ....... ba .OPTIp wArf E Aq C E F21 4 l(P � !) E V RE i LL 0 LPYtf L-, EL ERE F'7f P 0 19 t DE I E L LIVE 0 OEI-VER LP�'f,. .P I"N . � � 1 l : DOWNLIGHT ''BOC12A 10 _ BI3 ` 81 764 76 - 706 - 70 739_ 78 1 1 57 L 2 "OG4 7 74 7 182 49 1 092 -- 64 - 1 22 1 72 ;.@QQ23A 21 1539 73 1448 68 1337 63 1495 71. r 1:9QG2aA 23 I f3J< 62 :T236 :58 t14¢ XX. 54.i 1275 �' (+D I :,•.97p14? 17 I', 941 j ¢7 I ;Ia4 , Ik3 ' 85 1 Kl 4p i, 19p4'I �56 •'94Wk1A ]6 - ,:,@0a ..�Q 724 /t` 825, ; 1 @2 is 9DWt3q tb , t3 t 4t1 UPLIGHT -;tOC12A iR 922 92 - 881 88 919 92 9aCl0A 70 793 79 - - 757 76 790 %9 z47C09A 1R 709 71 - - 677 63 70'J 71 o�lrPUTi MULTIPI;IER O0T C T C S E r� O Al- 22QOK (Consult factory for JAB 0.800 details] 2700K 0.957 3000K 1.000 35OCK 1.019 4000K 1.030 I No Lens 1.05 COL 1.05 � SFL 1.00 FGL FSFL 0.90 '----.__-,_.__.----- 0.87 ---FLSL------ -- - --- 0.83 ------ Photometry (cont.) LAD4R-LED-241.-35-W F-TR4R-SF-HAZ Lumens, 2,264 .. _ Watts: 22.2 Effi cy: 102 Candela Power Distribution 17r 16V uo' 140' Cone of Light Z600 2167 j7 //t3o- Illuminance at a Distance 1733 { 1 ap- Center Beam fc Be- Width t 300 t no 367 1.0' 433 -' 100- CP O 4.0' _r 433 ! Br fi'0 667 70' 1 ]33 b0' 10.0' 60' 633 k 1` 2.1' 2.1' 158 fc 4.3' 4.3' 70.4 fc '� 6A' 6.4' 39.fi fc 25.3k 8.6' 8.5 ,tO.T 10.7' 17.6Ir1 u.o z 600 V S d' S6 3' vto to za 3o w er4 prea . -0' H In Horia Spread:56.1' 4" Recessed Downlight Reflectors fdo TR411 - Open Reflector Self -Flange or Flangeless HAZ- Haze semi -diffused SPC - Specular clear TR4RWW- Wall wash wl Kick reflector Self -Flange or Flangeless HAZ - Haze semi -diffused LAD4 4' LED Architectural Downlight 185 9A 0 0 TR4RFL- Frosted Heeling lens TR48L- Baffle w/regressed lens Flangeless Flangeless HAZ- Haze semi -diffused HAZ - Haze semi -diffused SPC - Specular clear SPC - Specular clear Integrated white metal trim ring Choice of white or black baffle Wet Location listed TR48 • Baffle TR4RL - Regressed lens w/specufar clear reflector Flangeless Flangeless HAZ -Haze semi diffused reflector HAZ - Haze semi -diffused Choice of white or black baffle SPC - Specular clear Wet Location Listed 03/09/20 LSI Industries Inc: 10000 Nilance Rd. Cincinnati. OH 45ZU • www.15i-industries.com - (513) 372-3200 • CLSI Industries Inc All Rights Reserved. *NOTE: To determine total performance for up / downlight (UD) fixture, add delivered Lumens of Up and Down configurations and divide by total system wattage (20W=1 OW Up + LOW Down). WARM DIM PERFORMANCE - SOFT FOCUS LENS - 40° OPTIC 0 MIRROR INCANDESCENT DIMMING PROFILE WARM DIM T M WARM DIM TO MIRROR HALOGEN DIMMING PROFILE R ( 0 9 Ful'�h nw1aA 1.,o pmttn-' t 4tml ped`i 4 urnned iponmed '4imme 4 pu;utled CCT IKI 3200 1 3150 3100 3000 2700 2200 1800 Light Output (Lrn) 767 614 537 3B3 153 77 15 PoweriWl 16 13 11 8 3 1.7 0.3 Efficacy ILPNI 48 48 48 48 48 48 48 j ccr iKi DIMMING % 7o4#,lA ay2744f( 0, pK o q,-m 4 t,409'r , 1 8p`Ya mm1 PT: k 4m : t 4 ,h,; mins..,:R to Z 11 CCT IKI 2700 2650 2620 2520 21BU 1950 1800 Light Output(Lm) 729 583 510 364 I 146 73 14 Power (WI 16 13 11 a 3 1.7 0.3 Efficacy(LP'NI 45 45 45 1 45 1 45 45 45 !i CCT IKI DIMMING % U�C'FG�® tuciferlighting.corn 02021 Lucifer-4 Lighting Company [PH] +1-210-22'7-7329 pg.3 rG As part of its policy of continuous research and product devalopment, the company [FAX]+1-210-227-4967 L_Irat--1HTIN01=0MI`ANY reserves the right to change or withdraw specifications without prior notice. [DATE OF REV: 050420211 WALL SCONCE WALLSCONCE PROJECT NAME: UMANSKYSUBARU TYPE: SW2 CYLINDER & SQUILINDER° ) 4 Exceptional adaptability and performance in classic and modern silhouettes that mount seamlessly and invisibly to the wall. ORDERING INFORMATION A8,.,2019:INRJGATEP„BX s-N.A4! "N2 Ly(nder OF flawn0ght 21 Wet IWH While WH White ➢OWNLIGHT(DFI 2 42(JOEG" J5 1,5Q 00 DFOf#ili OOWNUGHT(OF) iW2 SquitinderUO Up/Downbght 11P651 SK Black BK Black STATICWHITE 1!Q"iy atuAhl#tpr 25 2 ttr4Wr�4wl4tw oFfj4tvie) INTEGRAL AB Architectural IAB Architectural 81>C1?A +CRI,OeGveredLumeris 70b 44tfk40 4Q'4A Pt 1$0.Y 1°ia Bronze I Bronze 8OC19A 80+CRi ➢eh4eredLumenS 1092;7 , 700K �0 �, � F YiTRjAG G Satin Silver AI-0 Satin Silver 80123A 80+CRI Delivered Lumens 1337 30 3OQgK y or I20 277Y+1 All Cashmere All Cashmere 4004 90,+C[if+[ (ve)�dLu ells f¢}i �S 3��0K 0"aO�MOj48 I 4 Gold Gold 4oFl4+i 9U+1i�4elhetGdL4t1)eP 937 4Q '91�4K.IpgantiltIc BB Burnt Bronze BBB BurntBronza y0E20A 90FE fD r@t{LUt?ROf, REMOTEl120Y1 CF Custom Finish'`CF Custom Finish y11ApA ry+ Deb glefli pains 54? TR2 2f)p5j2ri( fi '[C od1Fadarf 1 'IfunsuO Fxmryl renrA m, riotrW M.11 ,,,, o•7e1 :.Tray v�fn.a•r `, DOWNLIGftT(DF) R5 25 �0¢ i)POni UPIDOWNLIGHTNO) WARM DIM 4a .2nD 1R yuuea�tn' INTEGRAL UP/DOWNLIGHT(UD) 222200K` 15 15' 15 15° DOWNLIGHTIOFI& UP r DOWN LIGHT Ill STATICWHITE linty ayafta'atekr 25 25° 40 40° REMOTE1120Y) BOC12A 80+ CRI, 12W Source Lumens (Delivered-1,58T) nClcil 40 40° 60 601 L23 kiUop HI lump::`: 27 2700K 60 601 1ge2it!m 90CIOA 9U+CRI. 1000source Lumens (Delivered-1,3611 30 3000K REMOTE(120.277Y 97C09A 97+CRI, 900Source Lumens 15 3500K Ljil' fit[too a�4De (Delivered -17201 lY9 ECo6}�tetP 40 4000K IWHI (BK) WBI (AG) IAUI IBBI Mte Powder-CoatBlack Archilectura(Bronze Satin Silver Cashmere Gold Burnt Bronze Powder Coat Powder Coat Powder -Coat Powder Coat Powder Coat E01 eldeLED,SOtOdd're 0.I%OALI,LOG QOWNLIGHTIDF) I SPECIFICATION NOTES • Wall Sconce (ex.) CW2-DF2-WHBK-9OC2OA2-30-RP1-40 • Wall Sconce (ex.) SW2-U D2-WHBK-80C 1 2A2-33-RMT-49 • Up / Downlight (UDI fixtures require two remote drivers • Remote driver(s) ships as (ex.) PS- RMT-80C12A-1 L23 UI 1CI�C�® Luciferlighling-corn ©2021 Lucifer4 Lighting Company [PH) +1-210-227-7329 pg. 1 Vj rrr As part of its policy of continuous research and product development, the company [FAX) +1-210-227.4967 LIGHTING =MFOANY reserves the right to change orwithdraw specifications without prior notice. Thontas ftauis & Co., Inc. [DATE OF REV: 050420211 8505 Bell Creek Road, Suite ft 03/09/20 Mccha3icsville, VA 23116 CYLINDER DIMENSIONS DRAWINGS Q LUMINAIRE Machined aluminum hod with inte rated heat sink Y 9 and LE owes, su t ma be inte rat or remote D,P PPY Y 9 CYLINDER SQUILINDER mount. Q LOWER OPTIC �(3313"_I Q (79mm1 3.13" ,I 17 mm) Sq. Proprietary optics available in 15°, 25°, 40' & 60' beams. LOWER EFFECTS DEVICES Cylinder baffle lens assembly can accept i lens sealed in place. Soft focus lens included as standard for lens. Suction tool provided for removal b 70 of baffle tens assembly. 1170mm) 0 1170m I 0 UPPER EFFECTS DEVICES Cylinder assembly can accept 1 lens sealed in place. Diffusion lens included as standard for Lens. © UPPER OPTIC Proprietary Field -changeable optics available in 15°, 40° & 60' beams. MOUNTING © MOUNTING PLATE 0.70" 0.21" (18mm) F (5mml ^ 0.70" i 0.21" 118mm1 �I� 15mm) Mounting plate (concealed) with factory supplied hidden screws after watt is fully finished. Single - gang junction box required for mounting. Fixture to d ,� © 2.75" mount flush with minimalist transition to watt- 2.75" 170mm) (70mm) REMOTE POWER SUPPLY o 1 1 0 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. 4.00" 4.00" (102mm) 1102mm) * Single -gang junction box provided by others u (25mm) OPS-RMT weight - 1.40 lbs ' 0 ( imm) 6.60" (167mm1� 3.,20" (e 1 mm) ® luciferlighting-corn ©2021 Lucifer"* Lighting Company lPH1 +1-210-227-7329 pg. 4 CC As art of its olic of continuous research and product develo ment the tom an !_UC�FEFi FAX +1- 10-227-4967 P P Y P P P Y I ] 2 r' r withdraw specifications without prior notice. reserves the right to change o w l s I TINO CC3M�'ANY L_'�i'"( I4 9 9 P I (DATE OF REV: 050420211 WALL SCONCE TECHNICAL CONSTRUCTION CHANGE LOG t hinder• ach'n d alu x ud i C finder S u . M t r morn od a tr e alum Hum n Y 1 Y. • N! SCO C 1.9 19 2019. ALL N E NOW AVAILABLE IN UP DOWNLIGHT i t r aI hea -sink• aimed finishes are ranulated owder coat. Hen t , P 9 P CONFIGURATION. Remote Power Supoty: 22 Gauge galvanized steel. 2.9/19/2019: NEW CONSOLIDATED SPEC SHEET WITH SINGLE STATIC WHITE LED NOMENCLATURE FOR SPECIFICATION. 2-step MaCAdam ethpse LED module available in 80+, 90+ and 97+ CRI 3.11/19/2019: UPDATED 90C16A LUMEN PACKAGE TO 90C15A. configurations in color temperatures of 2200K, 2700K, HOOK. 3500K and 4.3/31/2020: UPDATED SQUILINDER RBA PART NUMBERS, 4000K. Average rated lamp life: 50,000 hours. LED and driver assemblies 5.01/12/2021: ADDED 2200K, 270OK-1800K WARM DIM OFFERINGS. are field -replaceable. 6.05/04/2021: REMOVED EMB OFFERINGS. WARM DIM LED 3-step MacAdam ellipse warm dim LED module available in 90+ CRI configuration. 3200K or 2700K at full brightness, warming to i800K at full dim. Average rated Lamp life of 50.000 hours. LED and driver assemblies are field -replaceable. POWER SUPPLY PERFORMANCE AND DIMMING INFORMATION Paxrt/ Cd2 CE2, RP] T1+2'': 1�1 Utt;j Atl4 FA2'.IF-0) IM(yemum O -n3 C -2o c to L rJ°c o°c a°c -zo°C -dJ°D -ze c Madttvxp,Ci 40'C 40°C 40°C 40'C 40°C 40°C 40°C 40°C 40'0 RarurenQ%„ 2.C"/a ZIA, 10, tlMt IN I.U% ik4 0.1% 0.11% Note: For TR2, L23, LH1. 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 watt thicknesses of 0.44- 17/16-, 12rnml to 0.75" (3/4", 19mm), OPERATING TEMPERATURE Down Light: 104T (40°C). LISTING cTUVus listed to UL1598 standard for Dry / Damp and Wet (IP651 locations. 'Title 24 JA8-2019 Listed. WARRANTY Manufacturer's 1- ear warrant guarantees product(s) s listed to be Y Y P 1) U 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 duv. 10-year Lutron Advantage limited warranty available on Lutron equipped systems. Warranty period begins from the date of shipment by Setter and conditional upon the use of manufacturer -supplied power supply. Consult website for full warranty terms and conditions. I..UCIFER° I tuciferlighting.com I ©202t Lucifer• Lighting Company IPHI +1-210-227-7329 pg.5 I( As part of its policy of continuous research and product development, the company [FAXI+1-210-227-4967 L10HTIN3 COMP2ANY reserves the right to change or withdraw specifications without prior notice. [DATE OF REV: 050420211 WALL SCONCE ACCESSORIES CYLINDER ALTERNATE BAFFLE AND EFFECTS DEVICE SQU ILI NOER ALTERNATE BAFFLE AND EFFECTS DEVICE Includes baffle with sealed tens. Includes baffle with sealed lens. Must specify baffle finish. Must specify baffle finish, ❑ RBA-CY2-**-CGL Clear Glass Lens' ❑ RBA-S02-0*-COL-2 Clear Glass Lets' '(Not available for Warm Dim) '(Not available for Warm Dim) ❑ RBA Soft Focus Lens ❑RBA-S02-**-SFL-2 Solt Focus Lens ❑ RBA-CY2-**-FGL Frosted. Glass Lens ❑ RBA-S02-**-FOL-2 Frosted Glass Lens ❑ RBA-CY2-**-FSFL Frosted Soft Focus Lens 11RBA-SQ2-**-FSFL-2 Frosted Soft Focus lens ❑ RBA-CY2-**-ELSE Frosted Linear Spread Lens ** Baffle finish: Specify WH for white, BK for black. AG for satin silver, ** Baffle finish: Specify WH for white, BK for black, AG for satin silver, AB for architectural bronze, AU for cashmere gold, or BB for burnt bronze. AB for architectural bronze, AU for cashmere gold, or BB for burnt bronze. LOWER REPLACEMENT OPTIC UPPER REPLACEMENT OPTIC ❑ RO-70-15-1 15' optic ❑ RO-50-15-1 15'optic ❑ RO-70-25-1 25' optic ❑ RO-50-40-1 40' optic ElRO-70-40-1 40' optic ❑ RO-50-60-1 60° optic ❑ RO-70-60-1 60' optic REPLACEMENT SUCTION TOOL Included with each order (1 per 10 fixtures). ❑ CY-SQ-TOOL-SUCTION Baffle assembly removal tool `UC1F`F90 Luciferlighting.com ©2021 Lucifer'Lighting Company (PH) +1-210-227-7329 pg.2 As part of its policy of continuous research and product development, the company [FAX] +I-210-227-4967 L..II""HTINOCOMPANY I reserves the right to change or withdraw specifications without prior notice. [DATE OF REV: 050420211 WALL SCONCE DIMMING COMPATIBILITY PHILIPS DRIVER COMPATIBILITY LUTRON DRIVER COMPATIBILITY eldoLED DRIVER COMPATIBILITY Lutrun Electronics OV-600P Lutran Electronics DVELV-303P Lutron Electronics NTELV-690 Lutron Electronics MAELV-600 Lutron Electronics SELV-300P Lutron Electronics DVLV-600P Lutron Electronics NFTU-5A Lutron Electronics CTCL-153P Lutron Electronics GL-600H Lutron Electronics S-600P Lutron Electronics PFIPM Lutron Electronics DVN plus PP -DV _ Lutron Electronics DVSCTV plus PP -DV Lutron Electronics_ DVSTV Lutron Electronics DVSCSTV Lutron Electronics QSGRJ-XP plus GRX-NI Lutron Electronics QSGRJ-XE plus GRX-TVI Lutron Electronics QSGR-XE plus GRX-TVI Lutron Electronics NFFV plus PP-DV- Lutron Electronics NTST7 _ Lutron Electronics RMJ-5T Lutron Electronics RMJS-BT Lutron Electronics FCJS-010 Leviton IllumaTch IP7 series Philips Sunrise -SRI 200ZTUNV i Po es, s P F•^+ PY P I Maestro WirelessR 600 W dltnmer MRF2-6N0-1'10- Maestro WirelessR 1000 W dimmer MRF2-10ND-120- Casela0 Wireless Pro 1000 W dimmer PD-IONXD- GRAFIK T"' CL(& dimmer GT-250M- GTJ-250M- HorneWorksO Q5 adaptive dimmer HQR0-6NA- HomeWorks® QS 600 W dimmer HARD-bMD- HomeWorks© QS 1000 W dimmer HARD-iOND- RadioRA� 2 adaptive dimmer RRD-6NA- RadiaRAOO 2 1000 W dimmer RRD-10ND rnyRoom"' DIN power module MQSE-4A1-D HomeWorks® QS DIN power module LASE-4Ai-Q HomeWorks© QS wallbox power module HQRJ-WPM-60-120 HomeWorks© wallbox power module HWI-WPM-0-120 GRAFIK EyeO QS control unit QSGR-, QSGRJ- GRAFIK Eye© 3000 contra[ unit 6RX-3100• GRX-3500- RPM-4U module ILCP, FlomeWork5 QS, GRARKSysterns", QuantumOp) HW-RPM-4U-120 LP-RPM-4U-1;0 RPM-4A module (LCP, HomeWorks® 05, GRARKSyslems'", QuanturnO HW-RPM-4A-120, LP-RPM-4A-120 GP dimming panels Various Ariadni CL 250W dimmer AYCL-253P- Diva CL 25OW dimmer DVCL-253P- OCSCCL-253P- Nova T CL 25OW dimmer NTCL-250 t: PowPak Dimming Modules RMJ-ECD32-DV-8 PowPak Dimming Modules FCJ/FCJS-ECO Energi Savr Nudes QSN-IECO-S GRAFIK Eye QS control unit Homeworks QS control unit QSN-2EC0-5 GRAFIK Eye OS control unit Homeworks QS control unit QSGRJ _E (wireless) QSGR-_E Quantum Hub QP2- 2C Quantum Hub QP2-_ _ 4C Quantum Hub QP2- _ 6C Quantum Hub OP2-_ _ 8C Homeworks QS power module myRoorn Plus power module LASE-2ECO-D LDIRON �w ,acaaa, 4 w r C 1EA2 L �- Fa M t # / e l ' Busch -Jaeger 2112U-101 Jun - - t 240 -10:_ Levilon Lighting Controls IP710-DLX LightolierControls ZP600FAM120 Lutron Electronics Nova TO - NTFTV Lutron Electronics _ FDiv. - DVTV -� Lutran Electronics Nova® - NFTV Marian 15729 Pass &Seymour CD4F6!N The Watt Stopper DCLVI Sensor Switch niQEZ Synergy , ISD 8C Lutron Electronics 1 GrafixEye®GRX-N{ w GRX3503 Lutron Electronics IEnen)y5avrNode'"-QSN-/+f16-S Lutron Electronics NM2 Module CrestronCw IGLX-DIM1IFLVB Crestron® GLXP-0IMFLVB Crestron G1_PAC-0IMFLV4-' Crestron0 GLPAC-DIMFLV8-1 G Feslrarl� GLPP-OIMFLVEX-PM CrestronOO GLPP-1DIMFLV2EX-PM Crestron� OLRP-1DIMFLV3EX-PM Crestron0 DIN-A08 Creslronf& )DIN-4DIMFLV4 CrestronD CLS-EXP-DIMFLV CrestronQ CLCI-1DIMFLV2EX ABB SD75 2.16_1--_ r 'f rl' C + - - - . b ® tuu e I h m .corn 02021 Lucifer^* Lighting Company PH 1 210 227 7324 9 g 9 9 P Y l ] Pg U IF6Fi As art of policy of continuous esearcha d product development, the company U C v u r n F +- P P P P P Y AX 1 210-227-4967 v f I reserves h right change or withdraw specifications without prior notice. I C•iCC]MPA Y s sl a ttvch w r s c L.IG1-lT N N I I 9 9 P [ DATE OF REV: 050420211 waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARL TTE VILLE O S project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address S D P20210004 7 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 5. 05.06.22 PRINT FOR COU NTY SIGNATURE 4.02.25.22 CONSTRUCTION DOCUMENTS 3. 01.10.22 RFI # 1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions LIGHTING DETAILS sheet title i vi sheet number `� v�