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Home My WebLink AboutSDP202100047 Plan - Revision Major Amendment, Final Site Plan 2022-05-06VICINITY MAP: 1" = 1,000' sOGrs,�o POLO') GROUNDs RD OCHRIDGE LN F 659 SITE P Q�ASOUK RIVANNA. 0Q_, RIVET,H F RMESERVOIR i �O EyM 0 29 zi 1 =o� v °R 85a �G STANDARDS AND SPECIFICATIONS UMANSKY OF CHARL 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGSAND FACILITIES, DATED 2009. SURVEYOR'S LEGEND BH BORE HOLE BM BENCH MARK CO CLEAN OUT DIP DUCTILE IRON PIPE E SANITARY SEWER MANHOLE IF IRON FOUND MF MONUMENT FOUND PF PIPE FOUND PKNS P-K NAIL SET S SIGN WM WATER METER WV WATER VALVE 240AK40 = 24" OAK W/ 40' CANOPY DIA. UTILITIES LEGEND GAS LINE G PHONE LINE UGT OVERHEAD ELECTRIC OHE SANITARY SEWER S UNDERGROUND ELECTRIC UGE WATER LINE W EX. STORM DRAIN LINE PROP. STORM DRAIN LINE DEMOLITION LEGEND TBS TO BE SAVED TBR TO BE REMOVED EX. EXISTING SITE ELEMENT TO BE REMOVED �X11 TREE TO BE REMOVED - x UTILITY LINE TO BE REMOVED OTTESVI LLE ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP 2021-00047) MAY 10, 2021 FINAL APPROVAL SITE DATA DEVELOPER: UMANSKY AUTOGROUP CONTACT: MIKE TIERNEY PROPERTY OWNER: UMANSKY PROPERTIES TOC, LLC 2611 RIDGEWAY ROAD MEMPHIS, TN 38119 TAX MAP / PARCEL #: 45-68D4 PROPERTY ADDRESS: 960 HILTON HEIGHTS ROAD PROPERTY SIZE: 6.161 ACRES ZONING: HC - HIGHWAY COMMERCIAL W/ SPECIAL PERMIT FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) &SPECIAL PERMIT FOR STRUCTURED PARKING (SP2002-65) ZONING OVERLAY DISTRICTS: ENTRANCE CORRIDOR; AIRPORT IMPACT AREA; STEEP SLOPES - MANAGED MAGISTERIAL: RIO COMPREHENSIVE PLAN: NEIGHBORHOOD 2 - PLACES 29 PROPOSED USE: AUTO CAR DEALERSHIP DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: NO AIRPORT IMPACT AREA: YES ENTRANCE CORRIDOR: YES TOTAL # OF UNITS / DENSITY: N/A DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: NONE SPECIAL EXCEPTIONS: NONE SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417 MARCH 30, 2021 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: SURVEY CONTROL POINT T-77000, PK NAIL FOUND AT BACK OF WALK AT THE INTERSECTION OF U.S. ROUTE 29 AND HILTON HEIGHTS RD. ELEVATION 423.18 MISS UTILITY TICKET NUMBER: B108101800-00B LAND -USE BREAKDOWN: LAND -USE SF AC % BUILDINGS: 73,385 1.685 27% PAVED AREA: 117,512 2.698 44% PERVIOUS/OPEN AREA: 77,476 1.779 29% TOTAL SITE ACREAGE: 268,373 6.161 100% TOTAL SITE IMPERVIOUS AREA = 190,897 SF BUILDING SQUARE FOOTAGE: 67,700 SF EXISTING + 5,685 SF PROPOSED = 73,385 SF TOTAL SETBACKS: 10' MINIMUM FRONT BUILDING SETBACK 0' SIDE AND REAR SETBACK ADJACENT TO COMMERCIAL MAX. HEIGHT OF STRUCTURE: 65ALLOWED BY CODE (15- STEPBACK REQUIRED FOR EACH STORY OVER 40') TALLEST EXISTING STRUCTURE = 49' NUMBER OF EMPLOYEES: 58 SERVICE EMPLOYEES RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: OVERFLOW SPACES FOR PARCEL 68133: 80 SPACES 61,251 SF VEHICLE DISPLAY PARKING / 1500: 41 SPACES 44 SERVICE BAYS @ 2 SPACES/BAY: 88 SPACES 58 SERVICE EMPLOYEES @ 1 SPACE/EMPLOYEE: 58 SPACES PARKING SPACES REQUIRED: 267 SPACES PARKING PROVIDED: 269 PARKING SPACES PROVIDED SITE NOTES: THE PROJECT PROPOSES EXPANSION OF THE SUBARU SALES/SERVICE BUILDING INTO THE PARKING/DISPLAY AREA TO THE WEST OF THE EXISTING BUILDING. 1. NO PORTION OF THE PROPERTY IS WITHIN THE 100-YEAR FLOODPLAIN. 2. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. 3. TRASH AND WASTE IS STORED AND COLLECTED IN DESIGNATED DUMPSTER LOCATIONS ON SITE. 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 5. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT 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 L101 NOTES 1_102 EXISTING OVERALL SITE PLAN L103 EXISTING CONDITIONS L104 LAYOUT PLAN L105 GRADING & UTILITY PLAN L106 LANDSCAPE PLAN L107 SITE DETAILS L108 FIRE CIRCULATION EXHIBIT L109 PHOTOMETRIC PLAN Ll 10 LIGHTING DETAILS Ll l l LIGHTING DETAILS APPROVALS: PLANNING/ZONING BUILDING OFFICIAL SPECIAL PERMIT CONDITIONS (APPROVED ON 04/16/2003 FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES). 3. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED FOR DISPLAY SHOWN ON ATTACHED DAGGETT & GRIGG PLANS FOR BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 4. REDUCE THE AMOUNT OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL REVIEW BOARD. 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE PHASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW FOR TRUE CLUSTERING OF TREES. CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EVERGREENS; AND 6. IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS WITH PHASE 2. FOR STRUCTURED PARKING (SP2002-65) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. MATERIALS FOR THE PARKING DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT LANES SHALL MATCH SHOWROOM MATERIALS. PAINTED AND RAW CONCRETE IS NOT APPROPRIATE. 3. THE DESIGN OF THE BUILDING SHALL BE REVISED SO THAT PARKED VEHICLES WILL NOT BE VISIBLE ON THE ROOFTOPS OF THE STRUCTURES OVER THE SERVICE EXIT LANES. 4. PROVIDE AN INFORMAL PLANTING OF MIXED EVERGREEN TREES ALONG THE NORTH SIDE OF THE PHASE 1 BUILDING. 5. FUTURE REDUCE THE IMPACTS OF LIGHTING, INCLUDING THE ROOFTOP POLE LIGHTS AND WALL MOUNTED LIGHTS ABOVE THE SHOWROOM. 6. THE DESIGN OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE 1 BUILDING, AS DETERMINED BY THE ARB; AND 7. ADJUST THE PARKING SCHEDULE TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, AS DESCRIBED IN THE MEMORANDUM, DATED MARCH 18, 2003. waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 TH OF' , t I,P cf �f v Alan G. Franklin Lic. No. 35326 w �p MAY 6, 2022 cp, �IPISIIONAL �� professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 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 Ll 00 sheet number GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A S X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12' x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM I O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES w a t e r s t r e e t s t u d i o 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING landscape architecture i civil engineering THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 418 E Main Street 434.295.8177 Charlottesville, VA 22902 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). / \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS I I INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. \ I 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 BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. professional seal ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE ALAN FRANKLIN OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. project manager 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE project team INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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. U M A N S KY S U BA R U 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. OF C H A R LOTT ES V I L L E 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE project name ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION U MANSKY AUTO GROUP OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. client 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 960 H ILTON HEIGHTS ROAD 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG CHARLOTTESVILLE, VA 22901 POINTS AS SHOWN ON THE ROAD PROFILES. project address 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT SDP2021 00047 OR COUNTY INSPECTOR PRESENT. project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 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 NOTES sheet title 46. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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REVIEW COMM ENTSAIGHTI NG PLAN COUNTY SITE REVIEW COMMENTS revisions EXISTING OVERALL SITE PLAN sheet title 0 15' 30' 60' Ll 02 sheet number R=60.00' A=80.99' T=48.02' C=74.98' CB=N06°20'07"W DELTA= 77°20'28" N32.20'06"E 29.67' TOP:435.99 12" PIPE 435.85 IWEST) N32°20'06"E 45.09' DOUBLETREE LANE 50' ACCESS EASEMENT AND UTRRP-EASEMERT- D.B. 763 P. 600, 602 PLAT D.B. 761 P. 298 445,86 447.88 t 20' WATERLINE EASEMENT D.B. 813 P. 655 SDMH-A5 446.66 ----------------------- 432.13 8MAG 6 •.• • +433.64. 3X BTREEI5 `-_ -�!_ LP--_�____��_____�-� B� S_�__ _` \ _____ _ v �`_�.�_� L `______• ` �•1801('K36 0.50 _��_ �- -� \-BTAEE� 12EVGRZ6 _ . -Y"- - r "a 'i'- L / • ' - :.. •- ' 43 87 - - - - ._ - - - .436^ �4 N. �438 • ` GR 1� `RS EVQR eW` 1,81 \ 1- � 44- 3 1S T A3 / • _ E TW _ GRATE' \ TREE15 12Q{1K30� _ -. 5' \ 10EV 5 \ 8 2�•/ eW a4 •12EVGR26J K 4445 3X BTREE 3 • / • - TW TREE25 - - METAL440- T 43os7 430.�- - - - - - - - - .,. BMA 26 - - - 10EVOR - 434- - _ a 39 90 FENCE 439.5� i 1441. �s_- 3 m 12 GR25 \�, O 26 TW EV \ LP - _ _ �Ol`v R26 ^43+13 _� -Y-,K X _ ._�__ K _�X �x �I 8W 7 - - - w yew - 0 2 •----------J---- -i T-El G BW a3 1 GATE '�/ 434.23 i I 446.13 �.-- __-__ 432.59 ..432A7 '� • -,-\ LP ' _ T-81532 - POST S • 8MA 25 i. \ 431.08 : �. '. i' w ' 429:82 BLO. +. '.FFE........... :.':...-.-... 8 G25 \ ."r w $ .'433.42: ;•::.; ; .'.:':.':.'::: 432 S • ® \\ I :• }. 8MAG26 431.76 .. '.. • : .'-t • 17 �.' 430.37 '- 6TREE2 431. 0 .G T-1911302 / . L .' - .. 431.02 - 4,30.31LP \ - .. ../ - - A eoduaA.r ': .r430� �.� ., 429.88' 429.24 GNI '.,4TREE20 .-.. -.. -.. TW 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 LEGEND AC = AIR CONDITIONER BW = BOTTOM OF WALL CM = CREPE MYRTLE TREE CMP = CORRUGATED METAL PIPE CSW = CONCRETE SIDEWALK DIP = DUCTILE IRON PIPE EB = ELECTRIC BOX EVGR = EVERGREEN TREE FH = FIRE HYDRANT FFE = FINISHED FLOOR ELEVATION FT = FILTERRA GV = GAS VALVE GM = GAS METER HDPE = HIGH DENSITY POLYETHYLENE HH = HAND HOLD HOL = HOLLY TREE IF = IRON FOUND LP LIGHT POLE MAG = MAGNOLIA TREE MAP = MAPLE TREE MNS = MAG NAIL SET OHC = OVERHEAD COMMUNICATION OHE = OVERHEAD ELECTRIC OAK = OAK TREE PVC = POLYVINYL CHLORIDE PIPE PE = POLYETHYLENE PKNF = P-K NAIL FOUND SP = SIGNAL POLE SSMH = SANITARY MANHOLE SDMH = STORM DRAIN MANHOLE TW = TOP OF WALL TCB = TRAFFIC CONTROL BOLLARD TOE = TRAFFIC CONTROL EQUIPMENT WM = WATER METER WV = WATER VALVE WMV = WATER METER VAULT 12TREE25 = 12" TREE 25' CROWN SPREAD a420.80 = SPOT ELEVATION = BUSH 1 = GUY WIRE ® = SIGN ® = PIPE BOLLARD = GAS LINE ELECTRIC LINE SEWER LINE 1 = STORM DRAINAGE LINE ---W, = OVERHEAD UTILITY W WATERLINE -xx- = FENCE LINE N31°39'50"W� 52.00' CO N45000'24"W 21.93' � SDMH-EX3 TOP: 423.22 ' II", OUT: 15" RCP 415.42 (EX2) T-770ld -8MAG_ 422.54 ,o: t3o .- - - 423.18 / / `,,`.` �6MAG30 \•) 422.37. •'!• ._ BTREE26 BTREE26 ) 410:93 417.50 -:414A41 ' ''7: �-T .- • I SSMH-2 _ • • .. •/ • ..= STREE25 I 409.90 - - / 9I .. •. / 6TREE25 -� /' 413.89� / e420.67 I .T"T ",':.,'/. _.. _.._. _ - - - - ASPHALT :%' ,S'• ' / \ .. •AS�HALT•. 12MK- l- / ... PHA ,. :.. .. - - - - a D ' DRAINAGE LT SDpAA X2 \ EASEMENT lAD gL25 �r . _ -� _ ' �- . 30'' B ..VEPCO ESMT:.. .' �.. - CO 4�'2.36 D.B. 76=P. 298 > .�_� . .. �T-H1A GE ✓oMy . 1 . ' �� ; "-• .$'I . :' ;/ - il0 b.8.'.3068'' P. 867• /. R=60.00 : • . . _ 36 ��• _�. 1. .131f .•10" DIP / /L :�- 4:A=72.54' / \ S jFT-81' n:...-::::•DMH-H.420.49 /419.3 ��: 41289%T=41.45' \\\ _C=68.20' ) 20ACS G \ #768;- 416:96 _�.. •8MAG2 CB=N79°38'08"W o Y SEWER \ 3.06 �422.86- -� .3§� - 416.02 _ 2X, BIAEEfO. _ 412.81 _.._.., .._.._.._.. ...... \ a EA EMF,LJTLP _ _ LP I LP .._.._. - - -"_ '- 5 a SSMH-1 'i - _ -.. �. _ _.. f-. .._.._ - �P FT-H18 JJ I DELTA= 69°16'18" D.B. 2721 Y' 46 PLAT ^1- - - 8MAP25 - 0 TREE)5 \ 1 419.05 - ._.. _.._ - - - �_- D.B. 2721 P. 16 -glpA 26 ._.. .. _:. _.. _.. _.._.. _. I dl+•� AG16 ^ / "•' ��"� 8MAP30 r" --� CENTRAL; 98MT- I 8MAP2 _ -------- - T-1�370 • - • r \ -""� J ORATE-1 - r/ , , • J • �BMAP25 .B� 5�41 P. 520 - ® \ 419.20 _ - - -�.- �.'_- 12TREE30 \ • it - - • MAP26 2:0932� -••- -r 18MAP25 - VEP AidLZCENTRAL r ..�_ rr �,•-'� ��.� _ - ;/•'^.t12TR ri_^ - S3 °1 F - BMAP26',r. - - - -� .,/� %4TREE 5, pp �� •� TCB` SP IC' TELEFAiONE EA'SEMEW-� - - - - -r 158 _ • •.-= - _ - -'� 1=51"W / eMAP2'� -. - '� - _ BTREE25-_- 420.82 - / EM 1 - 10TREE30---__.__--- ® - - -RH�_. - • z D.B. 1�36 P. 224 - - --._� _ 101 nn '9 _ - - - - / - -- S41°5 . 1 5 - 10, PARKING.'- C3 - ® �FB Up ti 15 10, SETBACK �`� S57°39'S4"E o / ORE OHC ® HH H s ) = 17.00' \ w / CSW OHE OHO \,UP TRAFFIC CONTROL EASEMENT D.B. 1402 P. 144 ec SDMH-EX4 TOP: 414.39 O SDMH-EX5 TOP: 409.52 U.S. ROUTE 29 (S.B.L.) IN: 12" RCP 409.97 (WEST) m N: 12" RCP 405.27 (EX4) SEMINOLE TRAIL OUT: 12" RCP 409.91 (EX5) C OUT: 18" RCP 405,17 (GRATE-1) x VARIABLE WIDTH R/W �? VICINITY MAP 1" = 2000' O O e � i Y � c 0� ti• J� '60LO GRO `S ROAD SI E PDr JQ,d 0 CA 8 O"F O rL 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 (SSMH4 OUT: 10" DIP 401.38 (NORTH) STORM SEWER SCHEDULE GRATE -El TOP: 444.53 IN: 4" PVC (FT -El) OUT: 15" HOPE 442.17 (AW SDMH-A5 TOP: 446.66 IN: 15" HDPE 439.93 (EAST) IN: 15" HDPE 441.53 (E1) OUT: 15" HDPE 439.66 (A4) SDMH-A4 TOP: 435.43 IN: 15" HDPE 429.93 (A5) 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 (EX11 OUT: ASSUMED 42" PIPE 399.60 (A2) SDMH-EX1 TOP: 435.96 IN: ASSUMED 42" PIPE 400.21 IEX1A) OUT: ASSUMED 42" PIPE 399.96 IA3) SDMH-EX1A TOP: 448.11 OUT: ASSUMED 42" PIPE 405.06 IEX1) SDMH-A2 TOP: 425.12 IN: 6" PVC 418.70 (FT) IN: 15" HDPE 416.12 (F11 IN: ASSUMED 42" PIPE 398.26 (A31 OUT: ASSUMED 42" PIPE 398.19 (Al SDMH-F1 TOP: 422.54 IN: 4" PVC (FT-F1) OUT: 15" HDPE 418.69 (A2) SDMH-Al TOP: 420.79 IN: ASSUMED 42" PIPE 386.31 (A21 IN: 48" PIPE 385.67 (EX2) OUT: ASSUMED 48" PIPE 385.48 (GRATE-1) SDMH-EX2 TOP: 422.35 IN: 15" RCP 414.76 (EX31) IN: 48" PIPE 402.35 (WEST) OUT: 48" PIPE 402.49 (Al GRATE-1 TOP: 409.52 IN: 18" RCP 401.40 (EX5) IN: 24" HDPE 393.46 (81) IN: ASSUMED 48" PIPE 383.34 (A1) 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 (821 IN: 15" HDPE 406.52 I1111 OUT: 24" HDPE 394.55 (GRATE-1) SDMH-H1 TOP:412.69 IN: 4" PVC (FT-H1A1 IN: 4" PVC (FT-H1B) OUT: 15" HDPE 408.47 (61) SDMH-32 TOP: 413.86 IN: 15" HDPE 406.29 (G1) IN: 15" HDPE 404.62 (D1) IN: 24" HDPE 395.37 (EAST) OUT: 24" HDPE 395.10 (B1) GRATE-G1 TOP: 416.01 IN: 15" HDPE 408.15 IG2) OUT: 15" HDPE 408.13 (82) GRATE-D1 TOP: 408.79 OUT: 15' HDPE 406.28 SDMH-G2 TOP: 425.40 IN: 4" PVC (FT-G2A) OUT: 15" HDPE 416.84 (G11 SURVEY CONTROL Q NAME NORTH EAST ELEVATION T-77000 392314B.74569 11493027.60484 423.18 T-77225 3923286.45135 11493033.55067 425.90 T-77409 3923301.25669 11493135.11916 420.57 T-B1332 3923463.00356 11493210.31763 413.37 T-B1532 3923579.60260 11493020.90814 431.08 T-B1822 3923391.96BO3 11492B33.B4795 434.65 T-197710B 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 Xref .A.A.A1-Proiects\0-PROJECT FOLDER\CAD\02 Xrefs\Title Blocks\WSS-TB-ARCH D XREF.dwa Z a a w w WHEREv �i PLAN APPLICABLE 1 4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS SECTION 1 SIDEWALK Ll .04 SCALE : NITS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. z TD_=z 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 19 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 A$ 3" r5" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE13- WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE711 . 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 VID STD CG-2 Ll .04 SCALE : NITS JOINT TROWELED EDGE; SH; TYP. Y2" EXPANSION JOINT W/Yi' 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 WWF6"X6"W1.4XWIAW/2" MIN. COVER - ONLY WHEN / WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE 4" ��2" R 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM-25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE 3 ASPHALT PAVING Ll .04 SCALE : NITS 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 CG-2 Q Q� RE-ROUTE EX. — GAS SERVICE r a RE -STRIPE h PARKING 144 >� Q\ Q 4j. Q Q q'ADD LANDSCAPE / ISLAND MILL EX. ASPHALT SURFACE O °/ AND ADJUST GRADES AS SHOWN WITH GRAVEL & O ASPHALT LAYERS / �� V N RE-ROUTE 6" O ACSA WATERLINE ASPHALT PATCH LIMITS % (HATCHED) 1 w DOUBLETREE LANE R=60.00' I 50'ACCESS EASEMENT A=80.99' -AND-MLITYEASEMENT T=48.02 D.B.763 P. 600, 602PLAT C=74.98' I D.B. 76/ P. 298 CB=NO6°20'07' I N3220'06'E N322006'E 20'WATERLINEEASEMENT DELTA=77°2028" I 29.67' 4509' ry D.B. 813 P. 655 9 I I 5849r II II II 0 C NC. RET. ALL NE 2 DOT (48" MAX HT) I I ASP ALT MODULAR CMU MILL EX. ASPHALT SURFACE I WALL TO REMAIN — — —AND ADJUST GRADES AS _______------ - ________ ---sFlsw>rsR&-____ ASPHALT LAYERS II 41 LP �I <C0 / s 5 R FT IOC" / 428.18 _4400 '1 COLUMN, TYP. COVERED CONCRETE DRIVE`' ELEV. 428.30 91, ROLL -UP DOORS BUILDING ADDITION S ROLL -UP FIFE 428.40 DOOR CONC. c+� WALK 0 %a --------------- TRANSITION FROM 6" CURB TO FLUSH ME ROLL DOC TIE TO EX. FILTERRA TO REMAIN ADA RAMP TO REMAIN UMANSKY SUBARU OF #960 CHARLOTTESVILLE 1sroRr EX. SHOWROOM/SERVICE BRICKBUILDING FIFE 428.40 TMP 45-68D4 PARCEL E TIE TO EX. TRANSITION FROM / 6" CURB TO FLUSH w 0 5R U W/loe m 4ON COVERED lu O ` Vj ALK CONC. PATIO �� `O I ELEV. 428.40 N 0 LP • \GATE POST BLOCK WALL ADJUST / G EASEM_EN G- EX. WMER =0 — =7\\ SERVI E & METER O TO R MAIN 0 SO4S4 E WATEGRLLINE D.B. 3 C �IW�Vib ��W � FT M 426. cJ .... 426. 0 O I G) ASPHALT PATCH LIMITS (HATCHED) O �I 11 qCS1 O I waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I I 11 professional seal GRATE E7 444.53 ALAN FRANKLIN FT-EI project manager 445.73 J TIE INTO EX. GAS coNc. SERVICE EX. WATER SERVICE & METER TO REMAIN #37 0-A MULTILEVEL PARKING GARAGEAND BUILDING WV RE-ROUTE EX. GAS SERVICE FOC 1 LP J BRICK WALL m II / 40B79 11 s R, I I / GRA EG1 /o ASPHALT N3� "W / / L \r� EB (D.B 2721 P. 145 PLAT) LP g \ / PATCH LIMITS \ NEW 20' CSA WATERLINE / / LP� � �� I (HATCHED) l ASPHACq (INSTR. #202200004907) �OCF IN "Z�—W //� � W: \ / // I O ORAIX!I7 EEA W W W W W W W W— /l D.B. 2721 P. 745 FL \ N4500024'W // \ G G G G G G G G G G G G G- 27.93' PKNF / ll WV \ // FT-FI \ I 422.87 \ R -RO TEE . / 0 / LP CO C. STAIRS \ ASS RVIC // FH (8 R 6" E ) \ RI:- RO TE 6" PKNFI \ AC SA ATE LINE // U I REPAIR ASPHALT \\ INSTTY ALL A LION, TYP. \\ \ ASPHALT // — S GCR $ $—�— _ _ _ _ _ _ _ _ ASPHALT — — ASPHALT �- UGE UGE �j UGE UGE --- — — — --EASEMENT---- — -- — — — — — ---- °�� 30'S' ETBA{cl�S �— VEPCO ESMT.— D.B.767 P. 298 — — — — J �_ — — — S_,� $ D.B. 30.58 P. 667 FT-HIA GEN — R=60.00' ETBA $ $ ]�, DIP C — 47374 A=72.54' S S \��\ 476.1 ----— __ T=41.45' � S S S C=68.20 �+ $ ARISSEWER CP C8=N79°38'08"W —� $ LP EASEMENT LP LP �— DELTA=69°167B" \ D.B. 2727 P. 145PLAT LP FT H7B D.B. 2727 P. 152 VEPCO & �� i C� 47376 C\ CENTRAL SMT. — GRATE-7 = — A/F D.B. 564 . 520 409.52 TCB P 1GE VEPC AO ND CENTRAL 159.2T — �— S35°7131"W \ C TELEPHONE EASEMENT EM Sy°a15' 0"W _ \ P D.B.224 i� ® j j S— 70'PARKING y ° UU �/p SETBACK .2 S57 3954'E OHU OHU o OHU OHU OHU OHU OHU OHU OHtY— OHUFOS1�- OHU OHU OHU OHU ((C�HII'' 17.00' OHU OHE OHU HU p HH HH OHEONC OHU OHU UP CSW TRAFFIC CONTROL------------- --- - EASEMENT _CS HH D.B. 1402 P. 144 CSW `oh EX.l AGE EASEI ENT project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address SDP202100047 project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 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.S. ROUTE29 (S.B.L.) SEMINOLE TRAIL VARIABLE WIDTH R/W °J 0 10' 20' 40' Ll 04 sheet number iI R=60.00' DOUBLETREELANE 50'ACCESSEASEMENT w a t e r s t r e e t s t u d i o A=80.99' _A7VD_ lL1TYLA3EMENT T=48.02' h SDMHTOP.•435.99 D.B.763 P. 600, 602PLAT architecture I CIVI engineering landscapeg g C=74.98' I OUT: 72"PIPE 435.85(WESTJ D.B.767 P.298 418 E Main Street 434.295.8177 Charlottesville, VA 22902 CB=N0602007"W I N32°20'06'E N322006'E 20'WATERLINEEASEMENT DEL TA=77°2028" I 29.6T 45.09' ry D.B. 813 P. 655 440.82 _ 4458e 447.88 _ n EX. DRAINAGE EASEMENT 9 • fr-G BO aK35 �� ✓ ®120AK30 ®80AK25 ®720AK30 /®120AK30 �r- �[ - 5849r - - - - - - ®720 K30 - - - - - - (D.B. 2727 P. 145 PLAT) 43 .42 / / 7 / ( 446.12 EX. CURB _ \ ;( 8MA�Z?5 TO REMAIN 80AKBOMy-Exl / \ M.1G25 r J 34 / �\ I I ;.� T a (48" MAX�T) g CG-2 HH I I 426.00 w \ MILL EX.' SPHALT SURFACE I �i~[� •SM.�1G25 I I 436.62 ASP ALT MODULAR 44341 S0MH-A5 1 SD H3-A4 f + AND AD ST GRADES AS 446.66 6/ WALL TO REMAIN / NE \V • FG25 EX. % I -_---_ _-____--__ _-_______ ___ ____ =---5�81 11T SI 4xXE � 434 s 31 I - J _ \ ASPHALT IIAYERS I I bab^ MILL EX. ASPHALT SURFACE C � \ - - \ AND ADJUST GRADES AS • o T 432.3J -TW 431 0 `"L� - _ \_ _ I� SHOWN WITH GRAVEL & I � - , 1 4 .0 1-790 14E`VGR25 S ��A 35 IY \ 43 P BW 4 8. r 'W 42 .10 GR25 �vG I I ASPHALT LAYERS 432.13 / BC 433.0( 3x6JREE1s �, _ �, AK35 • T professional seal t /T-A3 I a34 / • T,PAEIS ®20 k30� y �iZ lil GRS r / _ JWR\ �i r T • ),GRATE-E7 TIE TO EX. 6' ACSA ` '�35B7 ` 438 \ •IOE� EVGg20 • gy - ti •12EItiGR25•I40AKK3� ��-`r 444.3,� 3X6TREE15 SAN/TARYSCHEDULE l' \ � ' J ( ` 1TW E2'r- %T 440 TTW 43057 430.74 TW (� y_/ 12E11'GR75 • O WATERLINE W/ 6" X 6" 8MA 434 6Th� J �� P - J `a s6' qq, - 4EVV�R2 F SSMH I TOP:477IS ALAN FRANKLIN Q-- - � /N.' 10"D/P 411.71 /SOUTH/ TAPPING SLEEVE & 5 • LP gw ew 445.1k OUT: 471.64(SSMH-2/ project manager lti \\ P -..: 430.27 430.22 ew 5T-E7 g \ 43423 - - 445.13 VALVE \GATE SSMH 2 TOP: 409.90 _ POST IN.- 10"DII 407.49 /SSMH-1/ TIE INTO EX. GAS I y • TL l 8" ACO BLOCK OUT.' 10"D1P 407.38/NORTH) l AJ2� f lu l / TRENCHDRAIN COLUMN, TYP. 8" ACO wALt 429E EX. GAS SER ICE SERVICE / �O� / project team MILL EX. ASPHALT SURFACE I ' TRENCHD Nd' EX 429.38 & METERS TO I STORM SEWER SCHEDULE COVERED 428.50 + FEE B A g BC 431.00 / REMAIN N 43259 433.42 GRATE El TOP. 444.53 AND ADJUST GRADES AS I ~' p CONCRETE DRIVE A� 4 rsa 08M G25 B 9.00 G G G /N'4"PVC(FT--El) SHOWN WITH GRAVEL 8 - G ELEV. 428.30 LT '� OUT.' IS"HDPE442.17 /AS/ ASPHALT LAYERS Osl 1..60 6' PLUG / / / EX. W A/T E R 7 430.31 \ ' y IN.-75"HDPE439.93 (EAST/ NEW VDOT C 428.00 �- - - - � \ SERVI E &METER. LP • ) /N'IS"HDPE447.53 /ElJ / 430 DOORS - Tw G 4TREE20 OUT..-15"HDPE439.66(A4) CG-2 n ASPHALT `5 / l �a3o� ROLL -UP O TOR MAIN-aza- 8" X 6" TAPPING 428.30 431.77 SLEEVE &VALVE 4 6" PLUG 21R "WATERLINE SDMH-A4 TOP. 435.43 42763 /N' 15" HDPE 429, R3 (A5) �EAS�bI_E%%�T Ca \ OUT.'IS"HOPE4235B /A3/ G + BUILDING ADDITION ROLL -UP G DB, 3 5' P. 129 TIE INTO EX. GAS ADD ACSA FHA tea. 428.30 DOORS �� SERVICE S0MH-A3 TOP.'435.22 FHA #1 / / CONC. FIFE 428.40 w�E b CS�X W.L; CONC. IN'4"PVC 429.33(FT-A3) (Q2o = 2,904 GPM) � L I/ / \ WALK \ 42Z89 IN: 42" PIPE 75"HOPE4236 tEXI) EX. WATER OUT:ASSUME9.42"PI E OUT.'ASSUMED 42"P/PE399.60 /A2J ADD 20' ACSA = a o 4 - 426 0 11 "-- 426 - SERVICE & METER SDMH-EXI TOP.435.96 i TO REMAIN #960-A OUT.. -ASSUMED 42"P/PE3P9'96 MN EASEMENT a2. 11 - --------------- X15TR 1oIN.- ASSUMED l • \ ` TRANSITION FROM ^ a2a.2a EX 428.28 I H� t l }} • • 4 BE 6 CURB TO FLUSH 425.4(G2 R�E1 MULTILEVEL PARKING SDMH-EXIA TOP:448.II Q 428.62 aHDL30 4HOL30 29.00 ��` \_ e FLUME ASPHALT OUT.. -ASSUMED 42"P/PE40506(EXI) OQ ROLL -UP ° / GARAGEAND BUILDING c I - 42B.0 PATCH LIMITS FFE SOMH-A2TOP.425.12 RE-ROUTE EX. DOOR 428.30 N.'6"PVC47B.70(FT/ ® (HATCHED) 4 _ WV RE-ROUTE EX. IN: 15"HDPE476. 72(FI) GAS SERVICE g2900 TIE TO EX. 18,400 SF TYPE 3B BUILDING TIE 8" PVC FROM IN. - ASSUMED 42"P/PE398.26(AN FILTERRA TO REMAIN FIRE -FLOW REQ.= 2,750 GPM I GAS SERVICE OUT.. -ASSUMED 42"P/PE398, 19 M7) h RE -STRIPE 27�" 4 " J1B TRENCHDRAIN TO ^)1 FDc A DA RAMP .9s \ SDMH-F7 TOP: 42254 /N.' 4"PVC (FT-FI) � � e' PARKING / TO REMAIN UMANSKY SUBARU OF EX. V.423. -G2 @ �I r •4T6E75 OUT:I5`HDPE418.69M2) / ' #960 INV. 423.00 � I I , 22 � , y � Q /` FFF C H A R L OTT ES V I L L E t ^� SDMH-A1 TOP.' 420.79 Q �A D D 802 8.40 1 STORY a 2 IN. -ASSUMED 42"P/PE386.37 /A2J yy� EX 428.40 EX. SHOWROOM/SERVICE BRICKBUILD/NG 1 • IN'48"PlPE385.67(EX2) LANDSCAPE 14TREEIs OUT.- ASSUMED 48"PlPE385.4B (GRATE-7) FIFE 428.40 TM)` 45-68D4 LP ISLAND � I / J 4Tw 22.39 BRICK SDMHS RCP O4.76 .35 PARCEL E MIII _ WALL MILL EX. ASPHALT SURFACE I/ / B� 4 7.54 TIE TO EX. 6.739AC. / 4z0.47 / OUT: 8"PEE402. (WEST) X \ OUT: 48"PlPE40249 (A 7) AND ADJUST GRADES AS LP REQUIRED KNOX BOXtOGAMON TO BE / I / •6MA 2s` C 42 L GRATE-1 TOP.' 409.52 SHOWN WITH GRAVEL & G 427 TRANSITION FROM COORDINATED WITH THE FIRE MARSHAL'S OFFICE G -�' 1M 78"RCP 401.40(EX5) ASPHALT LAYERS a / 6" CURB TO FLUSH . \� 11 1N ASSUMED 9346/B7J 5 ?6� CO 'I * / \��AGt 408.79 OUT..SASSUMED 48'P/PEM3.34 2/ 15 GRATE -DJ RR RE-ROUTE 6" � \ /W C` / 1 / � /JJ // UNKNOWN OUTD/RECT/ON V ' � �C/ � / W / s �10T1�EE30p -� -' BC 426.70 O COVERED TW 42 .50 ' 11 �a`a / I 4 29 / IN: SDMH- C41 4 ITT- lN'4"PVC 470.46/FT-BlJ UMANSKY SUBARU ACSA WATERLINE EX / BW 426.50 / ! I� ` ,lJ - I /// N24"HDPE394.86/B2J _ // �• /�p`LK CONIC. PATIO 1NT: 24" DPE34.55( OF CHARLOTTESVILLE BC 426.00 / // I TW 424.50 OUT. 24"HOPE394.55/GRATE-l) • SD H-2 s<2 \ ELEV.428.40r_ _\ _ -aze - r / / *4,739 f // 6 / (+}f 1• y r -GEE35 y 1 I / SDMH-HI TOP.472.69 (d 4 BW i` �TRE L l\ \ r 6TRhE25'�, _r j) � / / ( BTR�EyS I // /N.-4"PVC(FT-HIB) project name ASPHALT PATCH // _ - 7 • - f I l a, OUT- 75" HDPE 408.47 (B 7) \ 7 ) /`� �( RATE-YzLsi Mob ,V LIMITS l/ - 15TR�E25 ^ 6TREE25 _ _420- �C _ 416.07 � 415.30 // SDMH-82TOP:47386 /M 75"HDPE406.29 (G7) 425m \ - - UMANSKY AUTO GROUP (HATCHED) / s1G \ // I r 66 csw EB°o yy AIcv - yy 416.98 i q16, - /N'75"HDPE404.62/D7/ client 42 \\ / 4n.81 /N'24"HDPE39537/EAST/ �/ • p T 428 50 EX. AI AdlEz EASEMENT 10TREE30 s / / OUT.'24"HDPE39510(81) 960 HILTON HEIGHTS ROAD C�/ 45a F\ •) T 428. 0 g 42 .00 • \ /� ASPHALT N3103930"W / \ \f TREZS �J (D. 2721 P. 1 5 PL T) / \ CHARLOTTESVILLE VA 22901 v GJRAS"HDPL04U8.15 /G2J r 5200' / �P / \ PATCH LIMITS \ G G 416.25` BEND / HATCHED OUT.'75'HOPE408.73/B2/ project address lr\ tP BS 0 (E 20' ACSA AT R 5 ' I I (HATCHED) O c / p EAS MEN TYP 3 ND // w OUT.'7 GRATE -DI 7 I ASPHAL OURS"HOPE406.2B D 2021 0 4/ ° INSTR. #202200004907 cF �``' �W/� \ _ „----- :/ ° \\ l // SDMH-8 I G2 TOP. 425.40 S P 0 0 / 4233Q / l 42347 B E N D \ _ . , / 0 \ _ _ OUT: 75' HDPE416.84 (G 1) y • / \ / �! 22. 414, 6 \\ l 386 /N- 4"PVC (FT G2AJ W W W W W W W __ __ project number , 4TREE10 J/ D.B. 2727 P. 745 PC BEND (/ - - - N45°0024'W // G G Gam-G G G G)G G G G G G CAs F G.i�- 21.93' PKNF / •4TRE10 // - ti - / �" -31 % / / MAJOR SITE PLAN AMENDMENT �T=E1.. i J - 423.83 421.31 a wV / 422.87 _ lV ` 4233 \ �� \ \ RE-ROUTE E. / '/ 4 .04 \,� ° cF� 414.0? 413.82 I project phase 27REE5 0 s 1 LP \ I , c , REMOVE X. 9 / FH / • CO C. ST IRS • ASS RVIC • / SDMH-EX3 TOP: 42322 \ TREE25 I, BEN A N OUT.' IS" RCP 415.42(EX2) ` I ;RED y \- (8 R 6" E ) TREE25 ) / RE R TE 6" ' rl / MAY 10, 2021 I � \ REP ACE W/ / O \ issue date PKNF • / sd,C11�-P7 . , ACSA WATERLINE , I - ' / 1 (6MAG 422.54" L � �OT�E30 11 - • RE[ ASPHAL2 479.93 47750 414.41 • 1 i 6MAG�0 \ \ i 6T� E25 TREE2 : / 1 • , / 8TRF,E25 J 409. 902 FTE LITY / 1 I ) \ l 6TREE25 (2) - 6" G.V. kSPFf 17A ( X) 41369 & INSTALLATION, TYP. �� A_ S S- o - _\ AS HALT �- �J20.7 SPHALT z - - - EASE,�E,y�- - r _ _ - - �- UGE UGE UGE UGE, \ 1 a SDiJ4X2 \ T 4H�2 - - - ` S` VEPCO ESMT. / / CO l - 4 D.B. F. , • S S S / • 1 MAG 5 5.05.06.22 PRINT FOR COUNTY SIGNATURE 7 D.B. 30.58 P. 667 WI/A 6EN , R=60.00' S S �S / -3st SDMH-87 4G374 �e I 4.02.25.22 CONSTRUCTION DOCUMENTS A=72.54' - - S DIP C \ Fra1 f- �- _ - _ - - - _ - 7 4L?99 _ SDMH-H 3.01.10.22 RFI #1 S 420.49 / 47R35 4/6. - - �--�v- T=41.45' / S S / _ 4a2+69 , - 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 20ACSA' (7 7 E£5 - 4/595 i - 7 O C=68.20' O ( GAG sQ _ Z C8=N79°38'08"W \ o ARYSSEwER - \ 412 7 1. 07.26.21 COUNTY SITE REVIEW COMMENTS _ -� S 423.05 422.6.§-- 36 �c i 41S02 2X 5fflff - �- a DELTA=69 16'18" DB 2 TPY-0SPLAT �' \ [P/ - \ 6 -' `� tP \�/ Ad, r - ° v SSMH-7 �` i��-FT-H/B 1 I -i \ 8MAP25 1 �� \ tP J } ! revisions 419.05 y ( EEI\ U AP25 y -- �\ �_� i \L 473.76 ` 5\ I r - D.B. 2721 P. 152 - -NEPC & -� �T '\ -ram r r 302.66' C 1 • �- `( 8MAP30 i� ( i CENTR L t.� ,� \4� .p tE--1�(<) B.�l1AP25 , ,\ �� / • ) - - S24 4426" �ZJ9� �T W r 72TREE30 I • 1_ 6MAP2f ,�® Q.8�564 I 0 • , 52� � -f_ �-• �•- } • 8MAP25' 1 T J WA �P 1 /� . I 8a11AP25 \� E VEP-� •-_�'f � �- ' 1 72TREE21�' i6MAh75 i J , /- CD APID CENTRAL r �- , - r w TCB SP 10 TEL EASEibfEN-�T59.2�- T� �� rS3�J, W �M+Y�--' �'� -� l 1 BJREE2��1� y 4TREE1 = 420.82 �` Ala - - EM S21;F- 8 W 1- IOTREE30 i ��` 't '�}� i- i�� • _ P D.B. 1 6 P. 224 _� �' ( / / - / 1y/, I r S-4Q��_� 10'PARKING r).--U' o HU OH OHU �OHU r y _OFt O OHU �--�HU OHU -� OHU OI / _ _� _ U OHE OHU HH a P �HUFO��- OHU OHU --� OHU SETBAC= `' SS ;��4 aoHuu p /� CSW yy e a try o I \ OHUoHgo�� OHS OHS UP GRADING &UTILITY TRAFFIC CONTROL ° -----------a ------- ---� o� CSW PLAN EASEMENT _------------------ ---- -� O HH b sheet title „r D.B. 1402 P. 144 VO a SDMH-EX4 TOP.• 4/4.39 SDMH-EX5 TOP: 409.52 U.S. )FOUTE29 �S. B. L.J N. 72"RCP 409.97 (WEST/ IN.- 12"RCP40527(EX4) OUT.- 12"RCP409.91 (EX5) O OUT.- 18"RCP405.17/GRATE-IJ SEMINOLE TRAIL U VARIABLEW[DTHR/W 0 10 20 40 N OLl 05 sheet number I\ I TI 8" P FIR M 5,00 S� LIMITS F DJT URB NCT ENC DR,IN TO WPO TO PR CESD SE AR TELYJ NE MH- 3 @ V C NC. SET. AL \ PLANT J SCHEDULE - 11 -- -- -- -- -- -- -- -- -- -- - QTY. SYMBOL Scienfific Name Icommon Name Size ISpacing I Root INotes 110 Yr Canop Canopy Tota EXISTING SITE TREES TO REMAIN I I 8 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4-5' Ht. As Shown B&B Existing 123 984 I I w a t e r s t r e e t s t u d i o 4 CV Crataegus viridus 'Winter King' Winter King Hawthorn 6" Cal NA NA Existing 184 736 EX. OAK I landscape architecture I civil engineering 3 OP Quercus phellos Willow Oak 12"-18" Cal. NA NA Existing 370 1,110 � DOUBLETREE LANE 5 UP Ulmus parvfolia 'Athena' Athena Chinese Elm 12"-18" Cal. NA NA Existing 366 1,830 R=60.00' EX. OAK 50'ACCESS EASEMENT t8 E Main Street z 8i Charlottesville, VA zz oz 4 434 95 77 9 Total = 4,660 A=80. 99' T=48.02' (10)EX. MAGNOLIAS -AND-UT7LITY FAS51757T PROPOSED SITE TREES C=74.98' SDMH TOP.'435.99 OUT: 72"PIPE435.85(WEST) D.B. 763 P. 600, 602 PLAT D.B. 767 P. 298 EX. OAK 2 CIF Corpus florida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 248 CB=N06°200T'W ° I N32°10'06'E N3220(76'E EX. OAK EX. OAK EX. OAK EX. OAK � 20'WATERL/NEEASEMENT 2 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4 5' Ht. As Shown B&B 123 246 DELTA= 77 2028' I 29.67' 4509' EX. OAKI 44082 445.86 447.88 D.B. 813 P. 655 2 LS Liquidambarstyraciflua'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 .54 / 20 TO Thuja occidentalis 'Emerald' Emerald Green Arborvitae b T Ht. 3' O.C. Cont. 10 200 9 80 36 - \ \ 720AK30 / 80AK25 - r 120AK30 \ 120AK30\ 720.I1K30\ I - \ 584.91' / \ Total = 1,838 SHRUBS YB c?5 35 CS Corpus sericea'Cardinal' Red Twig Dogwood 3 Gal. 4' O.C. Cont. - 36 FG Fothergilla gardenii Dwarf Fothergilla 3 Gal. 3O.C. Cont. aoACKB w9 117 IC I lex Crenata'Green Luster' Japanese Holly'Green Luster' 3Gal. 3O.C. Cont. ® I MIG25 15 FM Fother ills ma'or Witch Alder 3 Gal 3' O C Cont O 46. J EX. 07REE25` MAPLE I 1 Br�J E��o 44734 J \ I VDOT 110 MP Myrica pusillal Dwarf Wax Myrtle 3Gal. 3' O.C. Cont. I I �� \ (48" MAX'ff) g CG-2 HH I w $ EXHALT SURFACE \ 35 VD -A Viburnum dentatum Arrowwood Viburnum 3 Gal. 3' O.C. Cont. O I \ ASP ALT MODULAR AlILMU 443.4/ SDMHA5 / O BM,dG25 I SDMH-A4 `736.62 EX. Q + + AND AlD ST GRADES AS 446.66 36 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. 3' O.C. Cont. I 1 435.43 WALL TO REMAIN _ _ _ _ _ M,dG25 ` I - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - -_ -_ - - 57LT FF RAVE�� 29 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. 3' O.C. Cont. NEv�v �M T l `r�{ SOM 31 I �� CJ C1 EX. Qk ASPYERS EX. DOGWOOD NOTES: MILL EX. ASPHALT SURFACE C } 434 435.22 �� _ CF - _ " ` EX. OAK professional seal 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, AND ADJUST GRADES AS - MATURE HEIGHT. SHOWN WITH GRAVEL & 8{4A ^ + 0 3 `� _ `25 ALAN FRANKLIN 2. THE TOPPING OF TREES IS PROHIBITED. ASPHALT LAYERS 43213 433.5 Y 3X 6TREE75 \ 89AK3 �, AKA\ 4 GR25 R l lYIT5.87 -� (�• 434/ R�EIS a38 li1El�GRS EVG207 TW 1- T ` Ili qq, )TE-E7 project manager 3. SHRUBS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE SHRUB. �/ f3 , oE� BW BW GR25 14oAO� _ 4443 3X67REE75 ,TW E2- �`j 440=V _ 43057 43074 74EV�R2 `(O LANDSCAPE CALCULATIONS 3 434 4333 = TRB 90 ^ \F E 4 .56 441 = - TW1 5T-E7 BW .: 4457�6 1 /h / P 430.21 430.22 EX. OAK /= 4.23 ^ 44573 �'/ + GATE project team Tree Canopy I` /a/ o POST TIE INTO EX. GAS 1 `L / Requirement: 10% of Total Site Area e cK i 429.82 (4) EX. CEDAR SERVICE % COLUMN, TYP. \ 1 OAK � p32 f / l � NLEX. CJ / COVERED \ + FFE Total Site Area 45,590 Square feet ^ q � � 8 G2 - / w 43259 43342 Gross Site Area 45,590 Square feet sl ~' c250 / CONCRETE DRIVE _ ADJUST �4293B N O Rec. Areas 0 Square feet 430.37 /60 l �J ELEV. 428.30 � - G G G G oG G O Pond Area 0 Square feet / / - IL F_ - EX. WMER 7 430.37 \ ro OWetland Area 0 Square feet NEW VDOT a / / - SERVI E & METER LP G 4rREE CG-2 O / Faso ROLL -UP \\ TO R MA'^I 42s- ASPHALT l J' � 431.77 ^ Required: 4,559 Square feet ' G DOORS �EASPME T a q q �' ROLL UP 2 WATERLINE \ 42763 EX. ELM + / / BUILDING ADDITION � D.6. 129 W q TIE INTO EX. GAS (+J Tree Save 4,660 Square feet O� \ � 4�.93/ DOORS / CONIC. FFE 428.40 I I W�L \\ CONC. SERVICEX. ELM (+J Canopy Bonus 1, 165 Square feet l / / 427.89 (+J Proposed Trees 1,838 Square feet a I®i i WALK o EX. WATER Provided: 7,663 Square feet a°a.. Q ° 2s o II 42e SERVICE & METER 428.63 , \ ,T - - - - - ---_ FR o � 1,-" TO REMAIN #960-A Street Trees f Hq TRANSITION FROM 41B 2B Requirement: 1 Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage Q (3) EX. a2B.62 aHOL30 l 6HOL3o 429.00 0 l 6" CURB TO FLUSH II QD5HC G2 R�E7 MULTI LEVEL PARKING cm r` -- FLUME ASPHALT o GARAGEANDBUILDING Q MAGNOLIAS CS I / l- � 4280 UP (PARKING LOT TREE) ROLL -UP PATCH LIMITS FFE Street Frontage: 400 Linear Feet RE-ROUTE EX. DOOR 428.30 Required: 8 Large Shade Trees GAS SERVICE 429,Lb I o , TIE TO EX. (HATCHED) q KM RE-ROUTE EX. / I GAS SERVICE Provided: 127 Large Shade Trees Z a 2. \ EX. UA 4 , Fr ' FILTERRA TO REMAIN nj a a RE -STRIPE I / / /'B ADA RAMP '� l P FDC Interior Parkin PARKING \ / I i 9 Lot Trees / 3 TO REMAIN UMANSKY SUBARU OF #960I ( EX. ELM Requirement: I Large Shade Tree per 10 Parking Spaces Q a ( l 4FFL 2a.4o CHARLOTTESVILLE ISTORY Subaru Site LANDSCAPE �I 4 } �Q ,� ADD ( HH B.oz EX. SHOWROOM/SERVICE BRICKBUILDING (7) CS a 2 �, � �4TREE75 Parkin Spaces: 20 ISLAND / FFE 428.40 TMP45--68D4 I LP ^ / UP (PARKING LOT TREE) ^ TW BRICK Required: 2 Large Shade Trees / / / PARCEL E M 42239 J WILL Provided: 5 Large Shade Trees (3 Existing & 2 Proposed) MILL EX. ASPHALT SURFACE I/ / / 6.139AC. (10) IC �I / AND ADJUST GRADES AS TIE TO EX. (20) TO 36" O.C. (1 1) FG 42 / 420- / \ 2s (2) EX. REMOVE ALL d MAGNOLIAS Interior Parking Lot Landscaping Area SHOWN WITH GRAVEL & o / 42 TRANSITION FROM (7) CS EX. SHRUBS (7) CS Requirement: 5% of Paved Parking and Vehicular Circulation Area ASPHALT LAYERS 3 '26 / / / 6" CURB TO FLUSH (7) CS (7) CS y ``p"AG' GRATE -DI UMANSKY S U BA R U shall be Landscaped with Trees and Shrubs EX. MAGNOLIA EX. CV s 408.79n RE-ROUTE 6" (25) IC/�/ /11 a,B / I (2) OF CHARLOTTESVILLE Parking Area: 27,040 Square feet ACSA WATERLINE (26) MP / /O COVERED (5) FG (14) MP .� l I 29 EL,S project name o LK CONIC. PATIO (5) IC Required: 1,352 Square feet . -- ` (14) FG � - (2) LS ALTERNATIN�1 6EE3s +47Z39 Provided: 12,056 Square feet L7 / sD y 42 Q2 \ ELEV. 428.40 -4 ' (o \42.12 - T �5• (5 � `L / BTRAE$S // UMANSKY AUTO GROUP Screening ASPHALT PATCH //I \\ o _ _ bE2e j• (1 1) FGEXI ATI 5J a`b/ / A, client Requirement: Parking ores consisting of four spaces or more shall be LIMITS O // \ - rREE25 _ _420- oc141) 476.01 / 475.30 //V o 960 HILTON HEIGHTS ROAD screened from adjacent residential or rural districts. 42507 // \ 4226P-X.0 CSw EB°o Hy Icv �� - `476 CHARLOTTESVILLE, VA 22901 Provided: Not Applicable (HATCHED) / / S� \92 I o\ �C�F X. V yy 4T6.9B \\ / 477.87 �/ + \ '� EX. AI A EASE ENT EX. UP EE30 / /project address 4.se I/ `(PARKINGa / ASPHALT N37o3950'W G7 7 / \ Q�) \`OtJ RE s1/ (D. 2721 P. 145 PLAT) LO ) \ / 52,00 \ / o \�'a�'P � ,PEE 20' CSA AT RLIN �P / ,'/ \ �\ //� PATCH (HATCHED)LIMITS $DP202100047 EASEMEN TYP - - ' ASPHAL \� �/ 4 .25 // ry project number (2) EX. / - 11X. UP \ EX. UP (INSTR. #202200004907� cF�I Wt�W DOGWOODS 423a4 • �/ 42347 p a�KI G L T THE \ (PARKI LOT THE / N 414 \ \J // SDMHB2 I W W W W W W W W W 11-47386 47REE1 / Al + �- + /j' -- - = MAJOR SITE PLAN AMENDMENT EX. ��PLE D.B.2721 P.145P \\ ti ° "1� G G G G a2o.2G�G G G 47BGQ2 G G b G� 8-.�G 1 phase N45 0024"W LI (1 3 �� % \ / \ / / 27.93' PKNF 47RBE70 EX. E M - �� I \ 427.37 2021 x22.8 , J - 4 .83 (13) MP �` ` WV ! MAY 10, 42287 I ALTE NAT NG ° .33 \ \ R -RO TEE . 47a4 ` J �, � 414.0y ! 413.82 issue date 21REE5 s /1 \ ; INTERI R9 G LO FH CO C. STAIRS ASS RVIC AND CAP SDMH-EX3 TOP. 42322 � � \ TR 25 OUT: 75"RCP 415.42 (EX2) ( TRE135 7 � " \ i T EE25 l i (8 R b E ) / 1(3)3J EX. R -R� TE 6" (3) X. REA EX. ELM PKNFI 1 SI)MM-Fl . ` \ r'.ELMS A S ATE LINE - ELN S SH ED) 12, SF) (6MAG 422.54-- L 10 30 6MAG�0 \ REP/ I ASPHALaF'2 \ \\ ( R 25 'fTREE25 �479.93 \ / ( 47Z50 1 474.47 / � I( ' SSMH-2 FTEILITY / \ \ 1I � ' 6T E25 /// 41369 (/C BTRF�E25 i 409.90 EX. MAGNOLIAS _ INSTALLATION, TYP. ASPHALT // S F S 5.05.06.22 PRINT FOR COUNTY SIGNATURE 20� - ' r _ - - -AS HA[T --20T SPHA[T S SS_ 4.02.25.22 CONSTRUCTION DOCUMENTS -------- - - - - - - - (7) VID �- UGE UGE UGE UGE, 3.01.10.22 RFI #1 SD� H ¢X2 EASEMENT - - - - - - - - - - op �� 28 V D�A VEPCO ESMT. / CO 4 35 \ D.B.761 P.298 S S ! ' I AG s 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN ( ) � � S � D.B. 3058 P. 667 / /, q�cgA aEN i � I Ste- 1 VD_g - 10 35 SDMH-87 47374 1.07.26.21 COUNTY SITE REVIEW COMMENTS R=60.00' \ S S ,DIP ( 0) _ _ / / 4L?,99 ' ' 6REE7 A=72.54' ` , S FT-B - - - - ,� - - ' ' SDMHH \ S 420.49 a 3s (17) V�C 476. N6l - - - �� 69 I revisions 20 C=68.20' G� I SAA AR'�� C $ $ Ci EES 41595 12 CB=N7903808'W \ a EASE)bIENT ARYSEWER LP i' LP 412 -�S 42265- � 36 � � LP 4152X6TREE1 02 N � �- DELTA= 69°76'78" o SSMH-7 D.B. 2727 Py45 PLAT 479.05 D.B. 2721 P. 15�` ( AP25 / 8 A I t �� B AP73 •( 1 s � I P25- \ Sp .AGE VE C AND CENTRAL . � � .2�- i L� ' ( , � � , rrS3--� I' "W �T��'�v��-6 �Ar7-5� ` � _ i _�i1 � / 4TR EI , TCBTELEP ONEEA3FMENZ- ��-� -k-� ' y �: 'I� \ 'rt-fi AP25 �- , 8TR 25� S 420.82 G' 2 _ EM 52 15' 0'W - P D.B. 1 6 P. 224 70TREE30 _ ¢- 1 IDT J I ) `Z Oo HU _OHS Oal1 OHu<52) IC�HU i FB I I S59 {V sEreacKNG -.I ' S57°395 °H� � °H1 0 7 EX. ELMS � i M-P °"" - � OHU ° � -1 _ 77.00' LANDSCAPE PLAN OHU OHE� OHU Hu 0 b HH HH (J a OI OHU(�I- °, U OHU OHU sheet title UP OHU OHU OHU a ALTERNATING I IA (4)EX. ASW c OH uP EX. MAGN Lu OHu OHU TRAFFIC CONTROL °--------�------- ---�� EASEMENT {°X--------------- ---- CSW �HH b D.B. 7402 P. 744 a0 S0MH-EX4 TOP., 4/4.39 SDMH-EX5 TOP.' 409.52 Q 1 �, 20' 40' U. S. ROUTE 29 �S. B. Q IN: 12" RCP 409.377 (WEST) IN 72'RCP 40527 (EX4) ----- �� OUT: 12" RCP 409.91 (EX5) O OUT.'78"RCP 405.77(GRA TE-1/ SEMINOLE TRAIL X VARIABLE WIDTH R/W sheet number I SI E AR A F R LA DSC PE IN ERIO PAR ING LOT I I LC TI NS (45,590 SF) LA DSC PIN AREA \ °r \ (S ADE ) (12056SF) CONC. RET. ALL NE M.J. GATE VALVE F-J WATER ri N IT 1 l tl m NE 2500 P.S.I. CONCRETE B n 2'x 2' BEARING AREA. THRUST BLOCK ', G a_ c A a b 4 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 ATHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270" 18'-22 VALVE BOX 7 CU. FL 6B STONE TMIN"' 6" GATE 4 ".:,. ..� VALVE 1 8"X6" -� TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR W 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 IS 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 I4• Y k: . a ILwllilmll�� a ac �iii11i1111iY1711! I SECTION NOTE 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C 430 420 410 � 1 1 390 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B 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 UNSTABLE 6" 4 1 6• INITIAL BACKFILL 6 4JM1 BOIL MI . MIN. MIN MIN. #B8 STONE .GRANULAR FILL AS s,= APPROVED BY ACSA /� ".' S T I CFC� Z STABLE'SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" 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 & BEDDING NTS FIG. W-2 FOR ALL BENDS L 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. ( CU.YD. BEND L H T L I H I T 90 2.50 2.50 3.01 0.24 4" & G" 45 2.00 2.25 2.60 0.15 2.00 2.25 250 0.15 221/2 1.50 2-00 2.52 0.10 11 1/4 1.50 2.00250 0.10 90 &68 3.16 3.21 0.48 45 268 266 2-In e 221/2 1.66 2.16 2.69 0.13 3.16 291 266 0.32 11 1/4 1.66 2.15 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & le 453.33 3.58 295 0.43 3.63 4.00 2.83 0.52 221/2 2.33 2.58 2B6 0.24 11 1/4 1.63 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 TD-2 u-s JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES s III _. 11 1 5' 1 1 r WATER SEWER 3 A o p o= £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM 11 SEE PART 3, PARAGRAPH TIT SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TD THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 EX. 6" WATERL NE __-- 1--- 7 ----- - ---- ----_� EX. RADE 3.5'MIN.COVER, TYP. - - - - - - EX. 6" WATERLINE 6" C1 ASS52DIPWA ERLINE --- -1zL. 1 �¢Z > W ¢ J °5w ❑ 3 w > ¢ ¢w3, w m Uri w ax ILL NoZw �3 w ❑- U xCL a Z ❑ Z O O ❑ ❑ X L W w ❑w> _U W W O H O CO__ N ❑Z N J~- W W ON Z`0� ,n N cc o ccCO> o OCL10 ON wQ w X 0_ N o .O .O w X ' Q 10 -10 ILL!a w N N D_' xT 'O D_' Ci 10+00 10+40 WATERLINE IAI PROFILE SCALE: 1"=20' H; 1"=10' V 11+20 11+60 12+00 12+40 13+20 1=1111 430 420 410 waterstreetstudio 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 SDP202100047 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 3.01.10.22 RFI #1 2.09.30.21 CO. REVIEW COMMENTS/LIGHTING PLAN 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions 390 SITE DETAILS sheet title Ll 07 sheet number FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From A CSA) Location: uilton Heights Rd across from Subaru (Hyd #10834) Test Hydrant Elevation: Residual Pressure: Static Pressure: Flow. HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 8" A Pipe Diameter (in) Pipe "C" Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) 95 15 Total Pipe Loss 2.41 1.55 PROPOSED HYDRANT INFORMATION (FHA#1) Location: At corner of Subaru Elevation: Residual Losses (ft): Residual Losses (psi): Total Residual Pressure: Total Static Pressure: Proposed Q20, FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From ACSA) Location: Hilton Heights Rd across from Subaru (Hyd #10834) Test Hydrant Elevation: Residual Pressure: Static Pressure: Flow. HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 8" A Pipe Diameter (in) 8 6 Pipe "C" Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) 110 445 Total Pipe Loss 2.80 45.91 PROPOSED HYDRANT INFORMATION (FHA EX) Location: Existing FHA in parking lot betvLeen Subaru & Honda (Hyd. #12135) FHA # 1 (Q2o = 2,904 GPM) Q L a R=60.00' A=72.54' T=41.45' — C=68.20' CB=N79038'08'W DELTA= 69°76'18" OHU OHE OHU II DOUBLETREELANE R=60.00' I 50'ACCESSEASEMENT A=80.99' -77VD-MZ1TvEA3T7REW T=48.02' 600, 602PLAT D.B.763 P.298 C=74.98' I D.6.767 P. CB=N06°2007"W N322006'E N322006'E DEL TA=77°2078" '1 �°Z7• I esno• I I I I ASPHALT 11 — — — — — — — — — — - -------------------- \ D.B. 2727 P. 152 I —� CENTRAL — — D.B. 564 i TCB SP 1GE TELECPHONEEASEMENT � 159.27 W P � D.B. 1336 P. 224 EM $27 15' OHUP HU OHU OHU �OHU � OHU OHU OHU OHU OHU O HH HH TRAFFIC CONTROL EASEMENT D.B. 1402 P. 144 GRATE-7 409.52�� 0 ® I OIF OHUF� OHU I I 20' WATERLINEEASEMENT D.B. 813 P. 655 _ IjL22006'E _ _ _ 584.97' MULTILEVEL PARKING GARAGEAND BUILDING EXISTING FIRE LANE STRIPING —� EX. FHA (EX) (Q2o = 1,808 GPM) S SV7 IN 10'PARKING -� SETBACK OHU OHU OHU II nH(� nHNr OHU— ORU� 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 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 Elevation: Residual Losses (ft): Residual Losses (psi): Total Residual Pressure: Total Static Pressure: 413.35 ft. 48.71 ft 21.09 psi 66 psi 97 psi U.S. ROUTE29 �S.B.Q SEMINOLE TRAIL VARIABLE WIDTH R/W 0 10' 20' 40' O Proposed QZo= 1808 gpm = c Ll 08 sheet number Luminaire Schedule Symbol Qty Label Arrangement Description ILLF IWATTAGE 0 2 D1 SINGLE LAD4-LED-I4L-UNV-DIM1-30-FL-TR4R-SF-HAZ (12.8' MH) 1.000 14 G 18 D SINGLE LADE-LED-32L-UNV-DIM1-30-WF-TR6R-SF-HAZ (12.8' MH) 1.000 32 0 5 W SINGLE XWM-FT-LED-6L-30-UE-MSV (13.6' MH) 1.000 21 0 2 W1 SINGLE XWM-FT-LED-6L-30-UE-MSV (14.1' MH) 1.000 21 Calculation Summar Label CalcType Units Avg Max Min Av /Min Max/Min CALCULATIONS Illuminance Fc 0.15 12.7 0.0 N.A. N.A. COVERED CONC PATIO Illuminance Fc 10.86 18.0 3.5 3.10 5.14 ENTRANCE PATIO Illuminance Fc 14.38 17.6 12.3 1.17 1.43 SERVICE DRIVE AISLE Illuminance Fc 11.20 17.7 0.7 16.00 25.29 0.0 + --- u.V 0.0 u.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0"0 0.0 0.0 0 0 . 0.0 I + 0.0 + 0.0 + 0.0 . 0.0 * 0.0 . 0.0 0.0 0.0 o.o o.o o.o o.ol o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o D®UBL ETREE LANE 0.o o.o 0.0 o.o o.o o.o o.o 0.0 0.0 + p . p * * 0.0 + ° _ 0 50'ACCESS ErP &ENT 0.0 * 0A0 0. 0. * • 0 _A77D-DTKITYEASEGENT �� 0.0 0.0 0.0 0.0 � 0.0 0. 0 + 0.0 0.0 0.0 * D.B. 793 �. 600, 602 PLAT 0.0 + 0.0 0.0 0.0 0.0 0.0 + 0.0 0.0 + * 0.0 0.0 0.0 + 0.0 0.0 .D.B.76J P.298 0.0 0.0 0.0 0.0 0.0 0.0 0.0 * 0.0 + 0.0 + 0.0 + " 0.0 + 0.0 0.0 0.0 + 0.0 0.0 + 0.0 + 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p+p 0.0 + .0 0..0 + 0.0 + * 0.0 * �.0 0.0 n 0 0.0 + 0.0 _ �' A _ 4.O _Q.r� - - �� -*- 0.0 0.0 - 0'� - - -0. - ----- 0.0 - - - - . 0.0 . 0. 0.0 + 0.0 0.0 . 0.0 0.0 0.0 0.0 0. + 0.0 * 0.0 0.0 0.0 0.0 ° 0 0.0 0.0 + 0.0 0.0 0.0 0.0 + 0.0 SF' 0.0 0.0 0.0 0.0 0.0 0.0 TCB 0.0 NOTES: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS p * 0.0 0.0 0.0 p: 0.0 . 0.0 + p• 0.0 0.0 1 0.0 0.0 .0 0.0 0.0 0.0 0.0 + 0.0 0.0 0.0 SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY p•p 0 p O.O 0.0 + p p " 0.0 0.0 p•p 0.0 0.0 FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER LIGHTING FROM 0.0 p 0'0 O.O 0.0 0.0 + 0.0 O.O 0 0 0.0 0.0 0.0 LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTSO.O 0.0 0 p 0' \ 0.0 p•p 0.0 0.0 0.0 p p 0.0 0.0 + SHALL NOT EXCEED ONE-HALF FOOTCANDLE. ° p 0 O 0. \ ° 0.0 0.0 0.0 0 0 0.0 ° ° 0 p 0.0 0'0 0.0 2. 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ROUT�J9 (S.Bav o.o . o.0 0.0 0.0 . o.o 0.0 0.0 °'0 0.0 SEMWOLETRAYL o.o °'0 0.0 0•0 0.0 02) o.o 0.0 p . 0 0.0 + 0 Yi RLABLE WIDTH h�}'it0 0.0 + ° 0 • 0.0 0.0 0.0 0.0 0.0 0 10' 20' 40' 0.0 o.o O. o.o 0.0 0.o O 0.0 o.o o.0 .o + •p " o 0.0 .0 + .p " 0.0 :0 0.0 0.0 .0 0.0 o.o 0.0 0.0 0.0 0 . o 0 0 0' .0 0.0 11 0.0 ° °• 0. + 0. 0.0 0.0 + 0.0 + O,p + 0. 0 p 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 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 PHOTOMETRIC PLAN sheet title Ll 09 sheet number Catalog#: LAD6-LED-32L-UNV-DIMi-30-WF-TR6RSH-HAZ Project: UMANSKYSUBARU Prepared By : TYPE D originre Features & Specifications Optical System • LED source provides superior lumen output with maximum visual comfort. •Tailored spot, narrow flood, flood and wide flood beam optics designed for glare free illumination. • Choice of flanged or flangeless spun reflector utilizing heavy gauge highly reflective diffuse anodized aluminum to deliver low glare, even illumination of the space. • Reflectors are retained with three retention clips holding the flange tight to the finished ceiling surface. • Minimum CRI of 80. %se, a RA HS Inhrlek Dimmable car, wT mrr,Plrcztion Dimensions r pArq Electrical • High-performance driver features over -voltage, under voltage, short-cirouit and over temperature protection. • 0-10 VON dimming (1 %-100%) standard. 1r'Im4alml • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. • L70 Calculated Life: > 50k Hours projected 0 25•C per IESNA TM-21-11. -Total harmonic distortion: <20% °u • Power factor: >.90 • Input power stays constant over life. r /O/� V • Compatible with Triac (forward -phase or leading -edge), ELV (reverse -phase pM-4m111 or trailing edge) dimming only at 120 Vac. • Driver can be accessed from below plenum for servicing. A.mMn.for lLt. aging Simon • High -efficacy LEDs with integrated circuit board mount directly to an extruded aluminum heasink to maximize heat dissipation and promote long fife. • Remote Emergency Battery (120-277V) field installed is available to meet 4]A•no.mnn) critical life safety lighting requirements. The 90-minute battery provides 7.8watts constant power to the LED system, ensuring code complianoi calculate light output during emergency mode(EM battery 7.8 watts x LPW of fixture being powered - see spec sheet). Detailed wiring diagram and Installation instructions located on websfle. Thomas Barrie & Co., Inc. LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • W Ifv-Indus'alescom • (50) 31 - al Industries Inc All Rights Ransua d 8505 Bell Creek Rued, Slate B Mechanicsville, VA 23116 Photometry (cont.) LAD6-LED-25L-35-WF-TR6R-SF-HAZ Lurnera 3 Watil Emcxylm Candela Power msMuldon tar 1W 1W tan far Cone of Light Illuminance at a Distance ON 1917 15. Ian Cents kvnk B.mWIM 1'1m 515k 2.6' lb' n nr am Ise 138k 5.3' 5.3' coo a ° 61.2k 1.9' 1.9' as r m 34.4k 1a.5' 1a.5' N •a 11m 23.O fc 3.1' 13.1' 1433 W 1. 5"• 153f 8' 158' 1,.791 1 iamr Ir m W W g� VerLSprad6fib- g1OX ggg Hwp Sparel ' 6" Recessed Downlight Reflectors LAD6 6" LED Architectural Downlight Zonal Lumen summary Zone wM s %Pomrs 010 2113 8.7% 101 532 22.8% 2I 754 32.3% 3040 558 23.9% 40-50 210 9.4% 50-60 53 2.3% 60-70 10 0.4% 70-80 4 0.2% 8o-so 1 0.0% 90-100 D 0.0% 0-180 2,333 1WA% Candela Table aegrBW.deel Canal 0 2.204 5 2,176 10 2,044 15 al 20 1,752 25 1,642 30 1,502 35 820 40 473 45 277 50 135 55 48 60 18 65 9 70 5 75 3 80 2 85 1 90 0 TR6R - Open Reflector TRBRFL - Frosted flaming lens TR6BL - Baffle w/ regretted lens Self -Flange or Flangeless Flangeless Flangeless HAZ - Haze semi -diffused HAZ - Haze semi -diffused HAZ- Haze semi -diffused SPC - Specular clear SPC - Specular clear SPC- Specular clear Ii tegmted white metal trim ring Choice of white or black bale Wait Location listed TR6RWV7-Wall wash w/Kick reflector TROB - Baffle TRBRL- Regretted lens w/specular clear reflector Sell -Flange or Flangeless Flangeless Flangeless HAZ - Haze semi -diffused HAZ - Haze semi -amused reflector HAZ - Haze semi -diffused Choice of white or black baffle SPC -Specular clear Wet Location Listed New Construction Housing/Plaster Frame • Designed for use in non -insulated ceiling where insulation must be kept a minimum of 3" from the fixture. • Junction box listed for (8) #12 Al (four in, four ore) 90•C conductors and thro branch wiring. • Junction box contains (5)1/2" knockouts with trade pry -out slats and (4) Romex cable clamp knockouts. -Deep collar accommodates ceiling thickness up to 1-1/2". • Plaster frame with collar is designed with 20-gauge colled rolled steel, black -painted • Universal mounting brackets provide up to 5" vertical adjustment and accepts 1/2" EMT conduit. -Additional channel bar, nailer bar and suspended ceiling accessories available. See accessories. Installation • Additional channel bar, nailer bar and suspended ceiling accessories available to accommodate a variety of ceiling types. Warranty • LSI LED Fixtures carry a 5-year warranty. • 1 Year warranty on optional Emergency Battery. Test regularly in accordance with local codes. Listing • cETLus Listed to UL 1598 and UL 8750 standards for 25•C Ambient applications • ROHS Compliant. • EMI/RFI compliant with FCC 47CFR Part 15 Class B Consumer limits and Class A Commercial & Industrial. • Damp location rated • Title 24 Compliant. LAD6 6" LED Architectural Downlight Performance Electrical Data (Amps)' Lumen Package 120V 208V 240V Z77V 14L 0.12 0.07 0.06 0.05 25L 0.18 0.11 0.09 0.08 32L 0.27 0.15 0.13 0.12 41 L 0.35 0.20 0.18 0.15 'Electrical Data at 25C (77F /Actual Wauge mar differ 41-10% DELIVERED LUMENS' NNK cm Sam cm 3MOK LTa 4rmNcm (omen am. alu inun ominretl Lunal Efllary Delivered Lumem Semi DeliveM U. EMM plbered calmer Men Wmm 14L SP 1184 Us 1184 046 1467 IN8 1467 1048 14 NF ttm m8 11m m.6 1432 102.3 1ul32 102.3 14 FL 1152 82.3 1152 823 1428 102.0 1428 102.0 14 WF 1079 n.t Ion T).i 1337 95.5 IM NO 14 25L SP 2066 93.9 ON 939 25m 116.4 25m 116A 22 NF 2m7 91.7 M17 91.7 24m 113.6 2499 113.E n FL 2m1 91A 2011 91.4 2492 1133 24N 1139 22 _WF less ors feel m.e = loss z33a 1D6.0 22 32L SP ON 83.3 ON 63.3 M02 103.2 3302 103.2 32 IF 28M ma 2602 ma SMS 1m8 3MI INS 32 FL 25M 81.1 25N 81.1 3215 1m.5 3215 tors 32 wF 24m ]f8 2429 759 3010 9LI 3010 W.1 32 41L SP 3409 812 3409 81.2 4224 1006 4224 100A 42 NF M28 79.2 W28 79.2 4123 W2 41M 98.2 42 0. 3318 790 3318 no 4112 97.9 4112 979 42 WF 3i, 14.0 3107 740 3849 916 3M9 9to 42 Data amad on Hi Res upbated ihereknlNues mrychmpa. Dap Ia based on Han Refledor. LSI Industries Inc ICCOO Alliance Rd Clnclnnati OH 45242 • w lOvAndustrle ucom • (50) 372-3200 - al Industries Inc All Rights Reserved Catalog#: LAD4-LED-14L-UNV-DIMi-30-FL-TR4R-SH-HAZ Prepared By Project: UMANSKYSUBARU TYPE D7 0riginry reW r Hs internal Dimmable dam,i Optical System • LED source provides superior lumen output with maximum visual comfort. •Tailored spot, narrow flood, flood and wide flood beam optics designed for glare free illumination. • Choice of flanged or flangeless spun reflector utilizing heavy gauge highly reflective diffuse anodized aluminum to deliver low glare, even illumination of the space. • Reflectors are retained with three retention clips holding the flange tight to the finished ceiling surface. • Minimum CRI of 80. Electrical • High-performance driver features over -voltage, under voltage, short-circuit and over temperature protection. • 0-10 volt dimming (1 %-100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. • L70 Calculated Life: > 50k Hours projected Is 25'C per IESNA TM-21-11. -Total harmonic distortion: <20% • Power factor: >.90 • Input power stays constant over life. • Compatible with Trial (forward -phase or leading -edge), ELV (reverse -phase or trailing edge) dimming only at 120 Vac. • Driver can be accessed from below plenum for servicing. • Hlgh-efficacy LEDs with Integrated circuit board mount directly to an extruded aluminum h ndsink to maximize heat 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 calculate light output during emergency mode(EM battery 7.8 watts x LPW of fixture being powered - see spec sheet). Detailed wiring diagram and installation instructions located an websee. LSI Industries Inc 10000 Nllance Rd Cincinnati OH 45242 • we IsHndustrlescon Dimensions LAD6 6" LED Architectural Downlight Luminaire Ordering Guide TYPICAL ORDER ExAMIl LAD6 LED 25L UNV DIM1 35 NF TR6R HAZ Lumm Ranier a LED Con Pedmge Vobgo Driver Color Temperature CHI Beam Comes F"-U-61 ENew Conmmctal Ie0 141--14U0 32L 2500 -410040 UXV IaHUrV OIM1 Diill 1%SO (0-10Vdimming) 3000K 350OK -4ggK Blank BID CHI SP-5pm NF-Ixa ,,m mFlood wF Wine Flood Reflector Finish EDIT -Fangs TRBR Open Real aFNA2 HazemrM-clffused SF SPC-Specularclear TR6RWW-wall Wash' SFHAZ- HazesemiEiRused Accessory Ordering Information (Accused. ani e d lnanlleel Dmdptlm Order Number WH-WIN meal trim man (only consuls enamel trims) 61111m EM- Emergency Battery 85Mm9 e27-2T channel ban (Pail Pm598 Cu-5Tchannel bathN for 281 NB - Nailer bar 0 (Cat of 4) sulfate SCIK- Susommed ceiling ins1I NW Nt(ad 04 ch9nml Oua& 4 TIN MIMI 294BOB NOTES: 1. Regressed lens tams am we location Bell All other trims am rated for damp IOPation. 2. TRBRWW wall wash reflector comes with 40' integrated optic; additional beam optics not compatible 3. TR6RFL frosted floating lens comes with integrated white metal trim; accessory white metal trim ring not required) 4. Housing can ship ahmd of the light engine and reflector 5. 90 CRI requires 55 day Inu ire & 100 MOO; Consult Factory 6. Refer to IES Fins for Beam Spread. 0amm LSI Industries Inc %m00 Meal Rd. Cincinnati. OH 452,12• w dIal-Industrkscom•(513) 3T 3200•"LSI Industries Inc All Rights Reserved. 12" 19..mml 0 0- 0- eta- nm.mnml Ammudeles l lR" calling Ikiehlm all nnmi Thomas Bersia & Co., Inc. • (513) 372-32DO •.LSI Industries Inc MI Rights Reserves 8505 Bell Creek Road, Suite B Mechanicavitte, VA 23116 Features & Specifications (cont New Construction Housing/Plaster Frame • Designed for use in non -insulated ceiling where insulation must be kept a minimum Of 3" from the fixture. • Junction box listed for (8) #12 AWG (four in, four out) 90"C conductors and thro branch wiring. • Junction box contains (5)1/2" knockouts with trade pry -out slots and (4) Romer cable clamp knockouts. -Deep collar accommodates ceiling thickness up to 1-1/2". • Plaster frame with collar is designed with 20-gauge coiled rolled steel, black -painted • Universal mounting brackets provide up to 5" vertical adjustment and accepts 1/2" EMT conduit. •Addhional channel bar, nailer bar and suspended ceiling accessories available. See accessories. Installation • Additional channel bar, nailer bar and suspended ceiling accessories available to accommodate a variety of ceiling types. Warranty • LSI LED Fixtures carry a 5-year warranty. • 1 Year warranty on optional Emergency Battery. Test regularly in accordance with local codes. Listing • cETLus Listed to UL 1598 and UL 8750 standards for 25•C Ambient applications • ROHS Compliant. • EMI/RFI compliant with FCC 47CFR Part 15 Class B Consumer limits and Class A Commercial & Industrial. • Damp location rated •Title 24 Compliant. LAD4 4" LED Architectural Downlight Performance Electrical Gab IAMNI- LumenPackage 12" 20W 240V 27N 14L 0.72 0.07 0.06 0.05 24L o.18 0.11 Due 008 'Electrical Data at 25C (77Fy Actual Wafts may differ N-10% DELIVERED LUMENS' loJ mamas Obhladlon Deliver"a"avane Lamle . e. Mlmry militiasee. bear miry weal 14L SP 1157 5714 Into 1414 1010 14 NF 1147 46m 1m.1 tool local 14 fL 1134 99 as 99D 18m 990 14 WF 1m7 $X21M W 0.A1 1W! 931 14 24L SP ON 5 1118 2455 1118 22 NF 19m 32 110.5 2492 it" Ze FL 1969 m m INA 24m 1WA 22WF 185289 1m.9 Rm9 1W.B 22 'au CNIniam Am Wd6nPdmderebeaaasna Memo. Dmia kmd on Had Rnuor wme9:a xflrp 115 OMda1mIll o 1b 1. m 4aoo as eon 'sore ar '11 m v u ■ux Enka 113 Canaan Pawal alowm al sion a<a n wor amal M' A .a:aX W w Effica 9aup'It] UM1IIaPWW GlbimlUn lor a� iaID a]m sso aw ad 10 i'. W i"..°o 1r m r W ■tlN C dui u=nkmmaremacaarm k bmwMh � xmksmre:les Conemuge mlumiw,tt Mepsrm,'e corm Yenkso Ysn WN g k OSk 3.I' 01Ak 533k 61' RI' so M3k I3' )4' we ae4smsd:aas we �sysssmal mea Illeanarta Omarke Cmaressaft,esnk &amMdh red I ]Wk 11 9i9k 61' 6]' 51.Ik ell a3' ark attItItta for mi as 2211 tar 12e we wnsp.asa✓ we lmksp.ksar LAD6 6" LED Architectural Downlight Zonal Lumen Summary EWE WME. tMM pm 7W 31.2% 10-20 7m 29.9% 26a] 611 23.9% 3H40 315 12.3% 40 SO 51 20% 50E0 14 0.5% Wr70 3 0.1% 70e0 1 0.0% eom 1 0.0% Balm o 0.0% Cl 2,50 ic0.o% Zonal Lumen Summary mxL umEk kE"o„" 010 M5 178% 10,20 cot M2% toes IN 302% 3040 375 150% 40-50 71 2,9% Mao 17 0.7% 6e-70 4 0.1% 7"0 1 0.1% 801 1 0.0% Boll 0 am9 0-180 2,499 loan Zdnaluur m summary col WME. Gfmure 010 304 12.2% 10-M n3 31.0% 20W m75 34.0% 301 "s 17.8% 40 So m 4.0% 50-m 19 0,5% m-70 4 0.2% 70-m 2 0.1% m-90 1 1 Milan 0 1 0-180 2,492 100M, LSI Industries Inc 10000 Alliance Rd Clncinnati OH 45242 • W W Its-Industalso m • (50) 31 - al Industrial Inc All Rights Reserve# LAD4 4" LED Architectural Downlight Luminaire Ordering Guide TYPICAL ORDER EXAMPLE: LAD4 LED 24L UNV DIMi 35 NF TR4R HAZ Lumen F&MINMIm LED Gen Padmas Vobeoe Driver Colornamuemture CHI Beam Gutless ®4"Nm Cmmucaam IEO 14L 14400 O12D.277V DIM1- Blank 80CRI So -Spot of mininAl 35-3500K Flood a-4000K R- ord . Wale Hood Reflector Finish Sian-ilanBed TR4R Open Reflector SFHM Hazesemi-dihaved SF SPC- Spe,ularclear TR4RWW-Wall Wash' SFHAZ-HattaemidlBumd Flengelm (ship sbndaed w/white plastic trim ring) Team -OPenReal HAZ-Hatt semi -disused, white trim Ong SPC- Specular clear, white trim ring Irate - Frosted floating Lens' HAZ- Haze semi -disused Reflecmrw/ Frosted Floating Lenyw/ integrated white metal trim ring (optional trim ring not compatible) SPC- Specular Clear Refledor w/ Frosted Flaming lens, w/ Integrated white meal trim Ong (optional ring not mmpanble) mmwW-Wanwash' HAx-Hax aeml-mffmrea wall an refledoivahm trim Ong TR4B-Barre HAZ-Haze semi -disused reflector WH - White bale and white trim ring BLK- Black Bask and white tam mg 04BL- game w/ Regressed Lens' HAZ -HaZed mmHHfumd WH- White bane and white Mm ring SPC- Specularclear BLK- Black bameand white Mm ring Real- Regressed lens' HAZ- Haze sell -diffused relle ffal speculardearregreemal lens and white trim ring SPC -Specular clear reflector vat specularclear regressed lens and white trim ring Accessory Ordering Information (AmeFmdaeannldlnamled) Dmedpeen Order Number WH- what moral iam ring(mA' compatible W eangda.idms) 616105 FM-Emememy Semi am C27-2Tcbnndbals(add 2a5599 C52-52'chmndbam(ad0 287522 NB - Nailer bar M bet of 4) 3459m SCIl ended.111Nlnsmllu nM(al channd bath & 4 TIM clips) 23M NOTES: 1. Regressed lens trims are wet location listed. All other trims are need for damp location. 2 Sefl-flanged TR4RIAW well wash reflector comes with 40' integrated optic; additional beam optics not compatible 3. Flangeless TR4RFL frosted floating lens comes with Intgrated white metal trim; accessory, "he metal trim ring not required 4. Housing Can ship ahead of the light engine and reflector 5. 90 CHI requires 55 day Institute & 100 MOO; Consult FaNny 6. Refer to IES Files for Beam Spread 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 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 LIGHTING DETAILS sheet title LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • W ww.IsHk dus[descom • (50) 31 - al Industries Inc All Rights Reserved 03/09/20 LSI Industries Inc 10000 Nllance Rd Cincinnati OH • (50) 31 - al Industries Inc All Rights Reserved call LSI Industries Inc 10000 Alliance Rd Cincinnati OH 45242 • W ww.IsHk dustrlescom • (50) 372-32DO - al Industries Inc All Rights Reserved L I 1 0 sheet number ZonlLumensurn., eve WMEXs enure 410 359 14.9% 10-2a 884 36,7% 20-30 7W 329% 3040 265 11.0% 40,50 85 3.5% 51 18 0.7% 7070 0 1 0.1% BOAC1 8 90,100 0 o 00% oa% a7lso z,bm 100.0% ananrera:lll Onhhpmvef bWm om Iar Wv lar und coo» ado ae m Une Ad aona era, onto t,uo CawafLklM Illuminakertammrce Cenbeamh eemeeft ,v � Vea En[et 19.Y � xom.sPwdsal• LADroucb 4L-35-NF-TR4RSF-HAZ wmermzA3x ,- Seoul antleh9av rp M. Cordial uIaI _ larIlluminarcerta D'mmnce 3Ar rairrgVP®mk P®mNNa lid 1 goo ee all a m w u vmeserna r LAD4 4' LED Architectural Downlight zomlwmensummay zaxa .Mms %nwm 010 loan Inez 36,3% loan 569 02% 30,43 129 5.2% 4050 43 13% 504)0 14 0.6% 60-70 3 0.1% 7o-an 1 0.1% 81 0 00% 9 Sian 0 0.0% 0-1e0 2,455 100.0% Candeandale bourno nce rmh 0 5,]56 5 55D 10 4.611 15 3473 an 2,416 25 809 3o an 35 275 40 1x 45 76 N 39 M] H Nob.3nrsix4 NS 15 IADHEC-24-35-FL-TIMR-Sli judear ] wMana EIIIory.IN antlehrevarDMaldNm condefught asoo ate IIIUmInaKerte Wnnce a/6rar ..in. YmNNN mIorr 339k ,Mk s.3' S3' ei ate a e, 39.3k ..a a% p ' dad air 36bk to.n ,ns' I' Zonalwmen5ummary zvE Waste %raare 610 497 20.4% 10-20 e4s 390% -TOM 710 292% 90.N 1% 8.0% 4060 60 2.5% Sol 16 0.6% 6070 3 0.1% 7o-an 1 On s0an 0 am 90,100 0 Da% o-1an z,b3z 1w.0% archanable Jere. rsWh 0 blue 5 38M 10 3,654 I5 SIR 20 2,513 25 no 30 852 35 391 40 ads 45 104 so as a ar e vxsmadnr as n W,° �o.x � IwkslawauA 60 6 Lel Industries Inc 10000 Milance Rd Clncinna0 OH A5242 • www.kiiMustaleacom • (50) 372-3200 • III Industries Inc All Rights Reservi WALLSCONCE STATIC WHITE PERFORMANCE - 3000K - SOFT FOCUS LENS WHEN WATTAGE 15°OPTIC 25°OPTIC AD -OPTIC 60-OPTIC PACKAGE OEDVEM UPW OEW M IPW DEWERED LPW DELIwRED LPN OWNLIGM wciu 10 813 81 7" 76 7% 70 70 TO MC19A 1 17 1 1257 74 flu 69 IN2 64 1221 72 Me= 21 15" 73 1668 68 Ital 63 1495 71 90C10A 10 695 69 65A 0 604 60 675 68 aC15A 1] 1070 63 1014 59 937 55 1067 61 90C20A 21 1313 62 1235 5a 11. 54 12M 6o "Cal 10 625 62 58e an so 54 60 60 91 17 961 57 9" 53 835 49 9M 55 9]C18A 21 Ilea a6 1110 52 1025 a8 it" 54 9OW11A 16 - - 003 EO ]D a5 825 52 90WIM 16 - - 845 52 767 a8 80 54 BPLIGHT Si 10 923 92 - - 881 88 919 92 initial 10 D3 In - - 757 1 6 790 99 9701094- 10 709 71 - - 6" 68 ]07 I ]1 -NOTE: To determine foist performance for up / dawnlight (UDI fixture, add delivered lumens of Up and Down configurations and divide bytotaL system wattage (20W = low Up. law Down]. WARM DIM PERFORMANCE - SOFT FOCUS LENS - 40° OPTIC WARM DIM TO MIRROR HALOGEN DIMMING PROFILE 90WlU 3200K-1000K %Mo. tm% Dimmed mail Olmmed tom OImM m A50% Dimmed rota% centered to10% Clmmed to COT IIG 3200 3150 3100 3000 Dan 2200 two Light Output lLml 767 614 537 Us 153 ]] 15 Power M1 16 13 11 8 3 1.7 113 E0I®ry ILPw9 a 40 a a AB a 4 CCT (KI DIMMING % OUTPUT MULTIPLIER Cm CC SCALE 2MOK Mmandithecturyfa-JAB amilsl O.Ba 27Di 0957 30ODK Loan 3NDK 1.019 40ODK Loan LIGHT LOSS FACTOR No Lena 1.05 COL 1.05 SFL 1.00 FOL 0.90 FSFL 047 Fi O1 Photometry (cont.) LAD4R-1_ED-24L-35-WF-TR4R-SF-HAZ WmenK2]64 Windom Effica 3 Candela Power Distribution IV nor lair1m Coned Light 2(a zla] 131' Illumlmnceata Dlsmnce Ides 1w Caaer Beamk BeamWHw 13a 633 fc 2.1 2.1' a] P 433 Ra' 158So 93' 4.3' Me 90 d ]oAk 6.4' bA' a F e 39.br, 86 8.5. m] f° Ad 'm 253So or Kos I'm as de ;16] 3p Iad, 17.6f A' 12H zero vkv law w w vatSpmad:sba �VH Hwlz Spad:56.1• 4" Recessed Downlight Reflectors LADu 4' LED Architectural Downlight Zonal Lumen Summary ZONE LUMENS %Fhwre 0-10 237 10.5% 10-20 617 27.2% 20-30 722 31.g% 30-40 405 17.9% 40-50 219 9.7% 50-60 53 2.3% 60-70 9 0.4% 70-80 2 0.1% 80-90 0 0.0% 90-100 0 O.N. 0-180 2,264 100.0% (40DII \I TR4R - Open Reflector TIMRFL - Frostad floating lens SeRflange or Flangeless Flangeless HAZ- Haze semi -diffused HAZ - Haze Semi-aiftused SPC- Specular clear SPC - Specular clear Integrated white metal thin ring TR4RWW-Wall wash w/Kick relleefor TR4B-Befits Sa-Flange or Flangeless Flangeless HAZ- Half send-dffused HAZ- Hale semi -diffused reflector Choice of white or black baffle CandebTable 0egnva l Cenaeb 0 3,826 5 3,MH 10 3,654 15 3,182 20 2,513 25 1,T70 30 852 35 391 40 206 45 104 50 45 55 17 60 6 65 3 70 2 75 1 80 1 85 0 90 0 TR4BL- Beale w/re0ressed lens Flangeless HAZ - Haze semi -diffused SPC - Specular Gear Choice of whim or black baffle Wet Locmlon listed TR4RL- RegmMed lens w/specular clear reflector Flangeless HAZ - Haze semi -diffused SPC-Specular clear Wet locegon Listed WALL SCONCE PROJECT NAME: TYPE: UMANSKYSSKYSUBARU 511 CYLINDER & SQUILINDER° Exceptional adaptabilityand performance in classic and modern silhouettes that mount seamlessly and invisibly to the wall. ORDERING INFORMATION �JA8-2019 INDICATED BY SHADING( SHAPE TYPE RATING BODY BAFFLE LUMEN ITT LONER UPPER DRIVER LOWER UPPER FINISH FINISH PACKAGE OPFIC OPTN: LENS LENS SW2 OF 2 AG AG 80C23A 30 60 00 RP7 4 CW2 CCyi OF Duvnl'gh 2 Wet WH White WH While DOWNHUGHT IDF) 222200K' 15 15° 0 DFOnly DOWNLIGHT IDF) 3 Clear Glass 9 Diffusion Lens' SW2 SquiOM UD UpIDD6nUght 0P651 BK Bled BK Bled STATICWHITE Iona W wwM 25 25° M%9ukMsiln OFdwre) INTEGRAL Lens' 'OMmiwW 41ntandafte un Fawrel AS Architectural All Alchrtedural WZA Bk CRIDdbaed Wmem-706 won 60 40° P1 120V,1% tar W°nnce6 Brome Oregon HC19A BYCRI,DeMNred Lumens-1092 27 2700K 0 60' ELV/TRIAL 41 Safi Focus ITAYENANKFOI DOWNLBHTIOFl 53tinShrer Satin Siber B3+CRI,Delneretl lumens-1337303000N or 120-277V,1% Lens AU Cashmere AU Cashmere WCIQA 90+CRLDeMCd Lumene-604 35 3500K 0-10VAnalog 5 Frosted Glen Gold Gold 90115A 90+01ILDentsedLumens-937 40 4000K Logarithmic Lens BB BumtBrorlre BBronze B Stuart 90Q04 90.CRI,DeGwredLumens-1140 REMOTE 1120V OF Custom Finish'CF Custom Finish' 97m9A 97+CRIDNUwled Lumens-543 TA2 Phipa,290 Lo3diny2 6 Fmsled Soft 9mmwrawd 91C16A 9/+CRI,Delrveretl Lumens-835 Traifrol iac' Focus Lens 9/LTB197+CRI,DeUreretl Lumens-1075 'Iwywmwmn9A i Fmsled Linear Spread Lens' OOWNUGHT(DF) 25 2F 00 Drol UP/WWNLIORTIUD)'WW'inKelar 5p4marl WARM DIM 40 60, y�u'w'"Ih INTEGRAL 90WIA 90,CRIDe1wred Lurens-044 WL 2700K- 60 60° Final CA2 120-277V InrandeuemPmfile 18701( 0-10VAnalog _-- __------------- ---- - Logarithmic 90W13A90aCFd,Deliwled Lumens -BD) NO3200(- Electronic HalagenProfil6 RICKCE2129V I ElPROFILE SEE PAGE DETAILED WARM DIM S Reverse Phase COMPARISON. UP/DOWNLIGHT IUDI 22 2200K- 15 15' 15 IV DOWHUGHTIDFIB 'IA14 UP/DOWNLIUKTIUDIREMOTE STATICWHITE atiawb 25 25° AD 401` 1120VI MC2A 80+ CRI, 1200Source Lumens DE0lered -1,587 NL'HAI 40 400 6D 60' L23 Latin, Hi-Lume 7/OOK 60 61 fill 90CIOA 90«CRI, 10005ounce Lumens REMOTE 1120-277W Debwled-1,3611 30 3000K 97009A 97+ CRI, 900 Source Lumes 35 MK LH1 Lutron,Hi-Lume 13diagned - 1,2201 1%Ecesystem AD dVIOK AKA PhilipsXibnium rill VVLOG 'ALL DELIVERED LUMEN OUTPUTS AND T24 COMPLIANCE REFLECT EA2 eko ED,SOLodrhe 3000K PAIRED WITH 40° OPTIC AND 0.Ill 1N LOG SOFT FOCUS LENS. REFERENCE PAGE 3 FORADDITIONAL T24 E01 eCoLED,SOLOdme COMPLIANT CONFIGURATIONS. 0.1%anti, LOG SPECIFICATION NOTES Wall Sconce fex.1 CW2-DF2-WHBK-90C20A2-30-RP1-40 16vHI IaIG Wet 41GI Wul IBBI Is Wall Sconce (ex.) SW2-UD2-WHBK-8OC12A2-33-RMT-49 ValOe Brock Amh'ImcLUmlBmree Satinsiher CashmereGald Bumlfkame • Up/ Downlight (UDl,fixtures require two remote drivers Powdercaat Powder Coat Powder -Coat Powder Coat Pawercom Powde Coal . Remote drivel ships as IBX.i PS-RMT-SOC12A-1 L23 LUCIFER® IucifertigMing.com 02021 LucffellLighting Company [PHI.1-210-227-7329 pg.1 As part of its polity of continuous research and product development, the comparry I [FAX]+1-210-227-4967 LIOI-TTINGC *AFVLNY reserves the rig htto change or withdraw specifications without in notice. Thomas Home &. Co., Inc. 03a0W20 Lel Industries Inc 10000 Milance Rd Clnclnni OH 45242 • wwwm4HMustaleacom • (50) 372-3200 • aLSI Industries Inc All Rights Reservi 0amm IDATE OF REV: 050420211 8505 Bell Crack Road, 9uro B McCbamCBv010, VA 23116 WARM DIM TO MIRROR INCANDESCENT DIMMING PROFILE 90W11A z700K-1800K Fullon 100% Olmmed loan% Claimed ta"R6 rammed tell Olmmed to 2m6 Olmmed W1096 Dimmed to 2% per go Da 2650 2620 2520 21M 1950 law Light Output HIM 729 5" 510 3" 1" 7J 14 Powertm 16 13 11 8 3 1.7 0.3 EN gILPM 45 45 f5 45 46 a a CCT (HO DIMMING % WALLSCONCE CYLINDER DIMENSIONS / DRAWINGS ® LUMINAIRE Machined aluminum body with integrated heat sink and LED; power supply may be integral or remote CYLINDER SQUILINDER mount. 03.13" 3.13" ® LOWER OPTIC ` 179mm1 f�mmlS . Proprietary optics available in 15°, 25°, 40° & 60° r beams. ® LOWER EFFECTS DEVICES IIIIT Cylinder baffle lens assembly can actstl Lens CY P sealed in place. Soft focus lens included as I standard for lens. Suction tool provided for removal 6 70' 6.70' of baffle lens assembly. (170m it 1170mm1 o UPPER EFFECTS DEVICES Cylinder assembly can accept l Lens seated in I place. Diffusion Lens included as standard for lens. © UPPER OPTIC L Proprietary field -changeable optics available in 150, 400 & 600 beams. MOUNTING MOUNTING PLATE Mounting plate (concealed) with factory supplied hidden screws afterwall is fully finished. Single - gang junction box required for mounting. Fixture to mount flush with minimalist transition to waLL REMOTE POWER SUPPLY ® PS-RMT 0- . 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 a �' Location. 0.70" 0.21" 0.70" 0.211, 118mm)h 15mm1 118mm1F ISmmJ 1102mm) O T 3.16" ,.c` (25mml OPS-RMT weight -1.40 Uses 4.60" 00 I lmml 1167mw 3 p" (81mm) 4.00" 1102mml • Single-gangjunction box provided by others WALLSCONCE nxyD.ILea� CONSTRUCTION CHANGE LOG Cylinder/Sou iUnder: Machined aluminum body; extruded aluminum 1. 9/19/2019: WALL SCONCE NOW AVAILABLE IN UP/ DOWN LIGHT interne heat -sink; painted finishes are granulated powder coat. CONFIGURATION. Remote Power Supply: 22 Gauge galvanized steel. 2.9/19/2019: NEW CONSOLIDATED SPEC SHEET WITH SINGLE STATIC WHITE LED NOMENCLATURE FOR SPECIFICATION. 2-step MacAdam ellipse LED module available in 80+, 90+and 97+CRI 3.11/19/2019: UPDATED 90C16A LUMEN PACKAGE TO 9OC15A. configurations in color temperatures of 2200K, 2700K, 3000K 3500K and 4.3/31/2020: UPDATED SQUILINDER RBA PART NUMBERS. rated lam life: 50,000 hours. LED and driver assemblies P / 2/ 5.01 1 2021: ADDED 2200K 2700K-1 BOOK WARM DIM OFFERINGS. am fie-reAverage arefield-replaceable. 6.0 0 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 1800K at full dim. Average rated Lamp life of 50,000 hours. LED and driver assemblies arefield-replaceable. POWER SUPPLY PERFORMANCE AND DIMMING INFORMATION PommsiAza TO L23 UNI Ill ad E1 Mi,lmi -ID°C 0°C 0°C -ID°C -ID°C -20T Madmam°C X-CO-C X-C 40-C X-C 40T W-C Oimdng% 2096 111% in 1.1% 01% 0.1% Note: For TR2, L23, LH1, ANA 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 wall thicknesses of 0.44" (7/16", 12mm) to 0.75" (3/4", 19mm1. OPERATING TEMPERATURE Down Light: 104°F 140°CI. LISTING cTUVus Listed to UL1598 standard for Dry/ Damp and Wet 8P651 Locations. Title 24 JAB-2019 Listed. WARRANTY Manufacturer's 1-year warranty guarantees productbsl Listed to be 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 avaitable on Lutron equipped systems. Warranty period begins from the date of shipment by Seller and conditional upon the use of manufacturer -supplied power supply. Consult website for full warranty terms and conditions. WALLSCONCE ACCESSORIES CYLINDER ALTERNATE BAFFLE AND EFFECTS DEVICE SQUILINDER ALTERNATE BAFFLE AND EFFECTS DEVICE Includes baff[a with sealed lens. Includes bell [a with sealed lens. Must specify baffle finish. Must specify befits finish. ❑ RBA-CY2-'•-CGL Clear Glass Lens' ❑ RBA-SQ2-*&-CGL-2 Clear Glass Lens' 'INot mailable for Warm Dim) -Mot available Mr Warm Dim) ❑ RBA-CY2-'m-SFL Soft Focus Lens ❑ RBA-SQ2-"-SFL-2 Soft Focus Lens ❑ RBA-CY2-••-FGL Frosted Glass Lens ❑ RBA-SQ2-••-FGL-2 Frosted Glass Lens ❑ RBA-CY2-"-FSFL Frosted Soft Focus Lens ❑ RBA-SQ2-•'-FSFL-2 Frosted Soft Focus Lens 0RBA-CY2-••-FLSL Frosted Linear5pread Lens "Battle finish: Speciy WH forwhite, BKfor black, AGforsatin 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 architecture[ bronze, All for cashmere gold, or BB for burnt bronze. LOWER REPLACEMENT OPTIC UPPER REPLACEMENT OPTIC ❑ RO-70-15-1 15° optic ❑ RO-50-15-1 lb" octir ❑ RO-70-25-1 25' optic ❑ RO-50-40-1 Ao= ocl Ir ❑ RO-70-40-1 40' optic ❑ RO-50-60-1 60-aohr ❑ RO-70-60-1 60° optic REPLACEMENT SUCTION TOOL Included with each order 11 per 10 fixtures). ❑ CY-SQ-TOOL-SUCTION Baffle assembly removal toot LUCIFER® Wcimrtighting.am 02021 Lucifer• Lighting Company (PHI.1-210-227-7329 pg2 Az partof its poGgefardinuous research and product devekpment, the company [FAXI+1-210-227-4967 LI01-MNOC3MPANY reserves the right to change or withdraw specifications without prior notice. [DATE OF REV: 050420211 WALLSCONCE DIMMING COMPATIBILITY PHILIPS DRIVER COMPATIBILITY Power supply TR2 Famity/ModalA Lutron Electronics DV-600P Lutron Electronics DVELV-303P Lutron Electronics NTELV-600 Lutron Electronics MAELV-600 Lutron Electronics SELV-300P Lutron Electronics DVLV-600P Lutron Electronics NFTU-SA Lutron Electronics CTCL-153P Lutron Electronics GL-600H Lutron Electronics S-6001P Lutron Electronics PHPM Power supply ANA Family/Mode1N Lutron Electronics DVTV PLUS PP-OV Lutron Electronics OV5CTV PLUS Fi Lutron Electronics DVSN Lutron Electronics DVSCSTV Lutron Electronics QSGRJ-XP plus GRX-NI Lutron Electronics QSGRJ-XE plus GR%-TVI Lutron Electronics QSGR-XE plus Ull TVI Lutron Electronics hi PLUS PP -DV Lutron Electronics NTSW Lutron Electronics RMJ-5T Lutron Electronics RMJS-BT Lutron Electronics FCJS-m0 Lai Hamel lF17 series Philips Sunrise -SRI FOOZILl LUTRON DRIVER COMPATIBILITY Power supply L23 Part No. Maestro Wirelei 600 W dimmer MRF2-6ND-120- MaestroWlremasR 1000 W dimmer MRF2-10N0-120- Cas6ta® Wireless Pro 1000 W dimmer PD-lONXO- GRAFIKTnrCldimmer GT-25OM- GTJ-250M- HomeWorl05adaptivedimmer HORD-6NA- HomeWorlQ5600Wdimmer HORO-6ND- HomeWorks® OS 1000 W dimmer HORD-10N0- Radil2adaptivedimmer RRD-6MA- Radii 2 1000 Wdimmer RRD-10ND myRamlrr DIN power module MQSE-4A1-0 HomeWorks® 05 DIN power module IASE-4A1-0 HomeWorks® OS waRbox power module HQRJ-WPM-6D-120 HomeWorks® wai power module 14WI-WPM-6D-120 GRARK Eye® QS control unit QSGR-,QSGRJ- GRAFIK 13000 control unit GRX-3100- GRX-3500- RPM-bU module ILCP. HomeWorl 05. 6RARKSystendi Quantum®) HW-RPM-4U-120 LP-RPM-4U-120 RPM-4A module NUCP, HomeWorks® CS, GRARK stemsTM, Quanturni 14W-RPM-4A-120, LP-RPM-4A-120 GP dimming panels Vanous Ariadni CL 25M dimmer AYCL-253P- Diva CL25OWdimmer DVCL-253P DCSCCL-253P- Nova T CL 250W dimmer NTCL-250- Power supply LH7 Part No. Poi Dimming Modules RMJ-EC032-DV-B PowPak Cumming Modules FCJ/FCJS-ECO Energi Saw Nodes QSN-IECO-S GRAFT K Eye OS antral unit Homewards OS control unit OSN-2EC0-S GRARK Eye GS antral unit Homeworks QS control unit QSGFU-_E Iwirelessl QSGR-_E Quantum Hub OP2-__2C Quantum Hub QP2-_4C Quantum Hub QP2-__6C Quantum Hub QP2-__BC HomeWorks QS power module Ram Plus power module LQSE-2EC0-0 eldoLED Power supply EA2 Family/MaaelN Busch -Jaeger 2112U-101 Jung 240-10 Leviton Lighting Controls 9 9 IP710-DLX Ligh[oeer Controls ZP600FAM120 Lutron Electronics Nova T® -NTFW Lutron Electronics Divaa9-DVTV Lutron Electronics Nova(D-NFN Merten 572Y Pass &Seymour CD4FB-W The Watt Stopper DCLV7 Sensor Switch no EZ Synergy ISO BC Lutron Electronics GrafixEye® GRx-NI w GFM503 Lutron Electronics Energy Saw Nonni -QSN-bT16-S Lutron Emctronics NM2 Module Caesti GLX-DIMFLVB Crestron® GLXP-DIMFLVB Cresti GLPAC-DIMFLV4-' Crestron® GLPAC-DIMFLVB a Crestron® GLPP-DIMFLVER-PM Crestron® GLPP-1DIMFLV2EX-PM CaestronlN GLPP-1DIMFLV3E)(-PM Crestron® DIN-AOB Crestron® DIN-401INi Crestron® CLS-IXP-DIMFLV Crestrul CLCI-101MFLV2IX ABB Sol 2.16.1 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 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 ® ludiferlighting.com 02021 Lucifer' Lighting Company [PHI.1-210-227-7329 pg.3 LUCIFER 0 IudifMighting.eom 02021 Lueders Ughting Company [PHI+1-210-227-7329 Pg.4 LUCIFER ® IudifMighting.com 02021 Lueiler• Ughting Company [PHI.1-210-227-7329 pg. LUCIFER 0 ludiffrlighting.eom 02021 Lueikr• Ughting Company [PHI.1-210-227-7329 pg.6 LUCIFER AS part of its paUc,ofontimeasresearch and product development,the compam, [FAX).1-210-227-4967 LILTrI-1T1N0 CdayrANv reserves the night to change nrwimarew specifications priornatice. AS tofas I' Mantinuousresearchand product pa Poll P P Pny IFAX].1-210-227-4967 LILTR-1T1N0 CdayrAnly reserves the right to change orwithdrew specifications priarnatice. AS piofantlpatlud dewrot PH the amPzms [FAX] .1-210-227-4967 LILTrI-1T1N0 CdgraNv reserves the night to change nrwimarew specifications without pdornotice. AS pan of its poliryolangeoraresearch and product development, the romPzms [FAxj .1-210-227-4967 LILTR-1T1N0 Cdv0Y61NV reserves the night to change nrwimarew specifications without prior note LIGHTING DETAILS [DATE OF REV: 050420211 [DATE OF REV: 050420211 [DATE OF REV: 050420211 [DATE OF REV: 050420211 sheet title sheet number