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HomeMy WebLinkAboutSDP202100047 Plan - Revision Major Amendment, Final Site Plan 2021-08-04VICINITY MAP: 1" = 1,000' SOGTy�O POL-O'GROUNDS RD OCHRIDGE O' j �� � QgNNQR/��R C- e59 SITE P� v 6UU H FORK RIVANNA y RIVER�RESERVOIR G ?O�O�E p M e� EcOJ 2ri 9 =� 2 1 N`P �v EF ='4 854 �G � _ O � 0� �eRpo OO�ME� EASTBROO o� 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 \\ I TREE TO BE REMOVED x UTILITY LINE TO BE REMOVED mxfflam. 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: 65' ALLOWED 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 68D3: 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. SHEET INDEX Sheet # Sheet Title L100 COVER SHEET L101 NOTES L102 EXISTING OVERALL SITE PLAN L103 EXISTING CONDITIONS L104 LAYOUT PLAN L105 GRADING & UTILITY PLAN L106 LANDSCAPE PLAN L107 SITE DETAILS L108 FIRE CIRCULATION EXHIBIT L109 PHOTOMETRIC PLAN L110 LIGHTING DETAILS L1 11 LIGHTING DETAILS APPROVALS: PLANNING/ZONING BUILDING OFFICIAL SPECIAL PERMIT CONDITIONS (APPROVED ON 04/16/2003 FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) l . THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES). 3. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED FOR DISPLAY SHOWN ON ATTACHED DAGGETT & GRIGG PLANS FOR BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 4. REDUCE THE AMOUNT OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL REVIEW BOARD. 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE PHASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW FOR TRUE CLUSTERING OF TREES. CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EVERGREENS; AND 6. IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS WITH PHASE 2. FOR STRUCTURED PARKING (SP2002-65) l . THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. 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 1H OF � v Alan G. Franklin Lic. No. 35326 w o JULY 26, 2021 Z , o N A L NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1, 07.26.21 COUNTY SITE REVIEW COMMENTS revisions COVER SHEET sheet title Ll 00 sheet number GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A S X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12' x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM l O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES w a t e r s t r e e t s t u d i o 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING landscape architecture I civil engineering THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 418 E Main Street 434.295.8177 Charlottesville, VA 22902 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). / \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. / S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS NOT FOR CONSTRUCTION AS SPECIFIED LATEST EDITION CHECKLIST. professional seal ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE ALAN FRANKLIN OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. project manager 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE project team INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. B. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. U M A N S KY S U BA R U 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. OF C H A R LOTT ES V I L L E 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE project name ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION UMANSKY AUTO GROUP OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. client 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 960 H ILTON HEIGHTS ROAD 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG CHARLOTTESVILLE, VA 22901 POINTS AS SHOWN ON THE ROAD PROFILES. project address 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ---- project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1, 07.26.21 COUNTY SITE REVIEW COMMENTS revisions NOTES sheet title 46. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. L 10 1 sheet number .................... I anti. will .. .... ....... TO DO UBL E TRE2 own ......... Mom 11 HO TEL -------------- 01 W.— W-1 DO—(�& E �—R —A W 6§� 4 V50-FT. AccEz AsEmEwl W-- DB. 70,298) Ewa MUM...... I ... I ...... al Le- I mom '�g yw - 07' - W1, 4L ka 3z` MO co) lew W! 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W,) p -77 K" t1l, VIM waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1, 07.26.21 COUNTY SITE REVIEW COMMENTS reviisions EXISTING OVERALL SITE PLAN sheet title 0 15' 30' 60' Ll 02 sheet number TOPOGRAPHIC SURVEY OF ' o��Ep,LTH p/ Lu Pf A PORTION OF L INC L N 0 -DOU C E S EASEMENT LANE ��f TAX MAP 45 PARCEL 68D4 A a°o'.D999' ti 5�0D_ADOCILS�8MEMEN�� SURVEYING � T=48.02' I SDMH TOP:435.99 D.B. 763 P. 600, 602 PLAT o , 9 LOCATED ON HILTON HEIGHTS ROAD C=74.98' I OUT: 12" PIPE 435.85 (WEST) D.B. 761 P. 298 ALBEMARLE COUNTY VIRGINIA CB=NO6°20'07"W N32.20'06"E N32.20'06"E 4 20' WATERLINE EASEMENT CHRISTOPHER B. KEAN DELTA= 77 20'28" E9•67• 45.09' N D.B. 813 P. 655 Innovation. Integrity. Vision. I LIC. NO. 2378 447.88 632 BERKMAR CIRCLE DATE: MARCH 30, 2021 SCALE: 1" 20' 1 440'82 + CHARLOTTESVILLE, VIRGINIA 22901 i 03-30-20214 CONTOUR INTERVAL: 2' 434. 4 N 2°2 ' "E OFFICE; 434-97 VIRGINIA 1 V `�O � �li D SURVF NAVD '88 VERTICAL DATUM • • ! l•120AK30 •1zo�1/cso 584.91' FAX: 434-974-1776 8OAK35- •120AK30 80AK25 / 120AK30 AT-1977108 www.lincolnaurveying.com 103003507 TS21075.PR0 103-0035-07 / / 436. z - / \ 442.70 \ t' 446.12 P /BMAG26 \' \ •• �1 OTHEE25 40 BOAK 5 / SDMH-EXJ./ .. \ .' . • . \ BTREE20 / A //435:96- - aa7.3 \ • 434�88 \`ZAG25 \\. I - 1.. \' � • ' `- . . - I ' . / - s . w . ' ...v9''. \. - A. . / • \ : , ' '. -• ASPHA --T.. •. '\ '• •447.41. . W' . .. - SDMH-A6 TITLE REFERENCES: aM G25 ' . a38.82 m'.. ' TMP 45-68D4 SDM AN: + \ \ \' .+: ' . \ 446.66 UMANSKY PROPERTIES HOC, LLC �'(� \ • - - _ d3b.43' .' . / .' �.. - '.\. . \ : MAG25 .. : . . .. .. 0 0.. .k . . _ . a .. f 0 D.B. 4963 P. 495 \D diO�� 1 \. ... \ \ . .. - :. \ •: \ .. 1 D.B. 3290 P. 749 GPJgA , � 4 SDMH-A3' .. .. '\' . \ a6 \' ' \ \' D.B. 3266 P. 135 PLAT 003 90 aIMA 25 -4 , 436.22 1 ' ' ,t \ D.B. 3266 P. 129 ACSA X, 5Q L• \- ` - P. . ---_Y __.______s__ _______ _ _ _ _ __ _ _\ �__ _ _ _ \ __--- ____-.__ ___ zz .�___________________________ D.B. 2725 P. 5P ACSA /BMP AGREEMENT a32i3 BMAG�5 . ... • : +433.a4. \ FT-A3 3X 6C---- 5 \ \ / `' 1 �8gA�5'• \ \ _ \ ~• \' _ •10EVGR5\• ISO�K3a 4 0.50 _ L W pEE� 12EVGR25 y / D.B. 3058 P. 667 VEPCO - LP \ D.B. 2721 P. 149 PLAT / \ 435.87 / - \ - - - - - - - - -436--aTREE15 `438 12� 30 • \ 8EVGR20 By-----4<181 • �40AKK 44- GRATE _ _ ATE( \ 10EVGR5 \ •/ BW 12EVGR25 1 3 \ 444.53 ,EE15 D.B. 2721 P. 145 PLAT • TW06TREE25 - ME- i� 1430.57 430.7 I w 12EVGR25 -,* CO D.B. 2445 P. 334 B&S _ 10EVGR25 / - TAN • - BMA 26 - - - - - 434- 43313 - 43590 FENCE 439. 441. D.B. 1611 P. 346 B&S 3 \ LP - - - • y-���-�_-__._ .-_�� ___� _ *x _ -"_- = - - - - - - w •. ... --a01`VGR25 r^--'- _ BW BW _ -- W --* 45.1 D.B. 1470 P. 499 DEDICATION � 1 + - - IBw --- a3o.21 41 430.22 -- 434,23 I I aa5.13 D.B. 1402 P. 144 COMMONWEALTH OF VIRGINIA R E ! I___ T 43259 432,17. . \G D.B. 1336 P. 224 VEPCO ; CENTRAL TELEPHONE ; COMM. OF VA LP � - POST ' D.B. 1174 P. 336 AGREEMENT •� �' . - . . ... •. : BLOCK �.'i 431:08 : . \, D.B. 1174 P. 334 PLAT • BMA 25 � I ..' ; WALL '429:82, . . . . D.B. 1174 P. 307 COOPERATIVE PARKING EASEMENT OAKi6 r - i \ '� ' D.B. 835 P. 199 ACSA i . 430.98 . . 1 . t . - . :FIFE ....:: : �::.':::.::-::'. D.B. 813 P. 655 ACSA / 4G25 \ . w '• 2:5$ :43,42;:-::::::::':.::::: D.B. 763 P. 606 PLAT I QD . .. ,. \ . . ... ' D.B. 763 P. 600 MAINTENANCE AGREEMENT a AG26 - 31.78 .. - . - , 43 42A38 D.B. 761 P. 298 DRAINAGE EASEMENT 430.37 - •.' '. ' 6TREE2 - - . G ;ASPHALT ... .. .: ''I . . D.B. 711 P. 7 - ' 38 ... - . . 437.02 .. \ D.B. 307 P. 413 VEPCO ;CENTRAL TELEPHONE COMM. OF VA - /. 430.31 D.B. 307 P. 413 VEPCO/ ': .: .._ . ® ..' . '. -` ' - - - - - LP/ • r� - .. .. : . - '430� .. .. : . . .. . � r �. -:• TW GM ' 4TREE20 o - ASPHAL•T.. ' , '.i '� : : \a31.n . . 429.86 ' 429.24 .- , 428 . . .. - - _ - .. .• ' .. _ • ' . • . . _ . i / .. \ . .4�.. .. ........ .. . . 27. .•. i .' . . .. . . 20. ACSA WATERLINE .. ' ,S' EASEMENT. .. : �. . . , . . : .. .. It . a .. i. 429.93-.. _D.E.3266.' P.. 129 • 4 T.71. ' . '`• - N .i. .. 429.2'Z D 2$ / _ .. .. CONC. THIS TOPOGRAPHIC MAP WAS PREPARED FOR:. .. / , S S .t . UMAN KY PROPERTIES HOC LLC FT-G2B gz7.6s S S O i F7- Ba XT428.81 G2 3 TREE 0 . 4 28 83 ' .. .. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A v: .. ... ]. . . .. . . . . ..: ..... m ............... ... :.. . . �-. .. .. . .- -L, -1 � -,NJ 7.1 .. . . ' TITLE REPORT11 LT CO 7 I rim O _ =426� 4 . 2eao .'6RE10' - O OME EASEMENTS OTHER THAN THOSE SHOWN GM:':::.:::..... / S S S S S ':: 86 vq'•::•::':::::::'::: f f Q HEREON MAY EXIST. \ F • L H .iTREE15 s '30 MH- -r • , SD G2 � ': �[3 �'F1�' LE �.E �"::P:::F21F... H L L V C A 6 8 O 30 .4 ��..JJ�� TMP 45-68D4 I ZONED: HIGHWAY COMMERCIAL 8HOL30 290Q� ��`Y�� � �� S 42.2 Q $8 '. . / . .8 3 :�::: G G .Q D A . UIW . O w 3 CS 1 az . TMP 45- D4 I IN THE RIO MAGISTERIAL DISTRICT 8 03 FE 68 S S S / -ca CONC. "�'�: a2� .3tl M EE26 E a 3 WMV • 4 - \ - 3 4 '. THIS PROPERTY LIE IN AN AREA DESIGNATED A Z NE X S O SS O 4z . � W 9 00 � . E UNSHADED AREAS DETERMINED TO BE OUTSIDE THE 1- I o (UNSHADED) N \ \ 42 O PT U A A A I i:' 0.2°. ANN L CH NCE FLOODPLAIN A SHOWN ON MAPS / I S 2 • • aza.ii / .. 1 F BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. a: a2a:1$' 3 �a. . • MAP 51 006 2 D DATED: FEBRUARY 4 2 5 / 1_ 0 0 80 00 a EE W / m 2 J l� \ . 8 0 / J 7 THIS TOPOGRAPHIC VEY A M W 2 T S SURVEY WAS COMPLETED •.azz.z.�•.' .. e , N i N45 25"W / 00 j , e '::. TMP 45-68D4 . I m UNDER THE DIRECT AND RESPONSIBLE CHARGE Z 11. a. /. O 105.1T ': }:•..1:;"�T"�: �.:}::�{:..::.i;:i?::, .:}::�rrrr.•::, :�r: } }: }:.; ::?; ; :..': ::::........ - a2a. 02 S Q 1� 2 - . _. OF CHRISTOPHER B. KEAN FROM AN ACTUAL � I - a Q I < PARCEL E :: • K >N GROUND SURVEY MADE UNDER MY SUPERVISION; HH 17 ••:.: :.'� ^i $ C S S S I T 15 4 REE THAT THE IMAGERY AND/OR ORIGINAL DATA A J GE O O G WAS 1 A I 6 39 C. LP : OBTAINED N MARCH 2 21• AND THAT THIS 1 O O C 30 0 S 2 c� rw 1 BRICK .. .. 422. 9 PLAT MAP OR DIGITAL GEOSPATIAL DATA INCLUDING I 3 WALL , L . :...... ; .::., i:':': ''i:' max. - - - METADATA MEET MINIMUM ACCURACY STANDARD , . 420.47+- S S / / UNLESS OTHERWISE NOTED. SS O S _ Q I • I LP IIM I / 2 I 6 Au25 i 4 I HEREBY RTIFY THAT THIS TOPOGRAPHIC URV Y T TH r CERTIFY S SURVEY, O E � I I 1 27. I / 4 54 PROFESSIONAL B I o' BEST OF MY ROFESSION L KNOWLEDGE AND BELIEF, S I 1 6 .8 I 4 CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURE � � ai4A is S S G a �*+ GRATE -Di -����: I t 1j AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE 3 s.� I I I aoa.7s BOARD FARCHITECTS,PROFESSIONAL ENGINEERS,LAND O O U hIII I CERTIFIED LANDSCAPE ARCHITECTSAN -. , :::::::::::- SURVEYORS,CE ED L NDSC E D T EE II 0 3b i. INTERIOR DESIGNERS.I AL ERTIFY THAT THE BOUNDARY R OSO C O �1 �' 1 I SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. / .. \' a27.s7 1._____________________ .... ' .-1____---- CD / - . 11g - \ / -% 1 41d.2s NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES \ '. ' ` -. CONC. --`___________________''� 2a- I I ,��^^, �Y I SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE i \ " ' + J�� `+�' 4 1 '"' / ' ' S S S /- 42 i 1 DMH-A2 17:39 S a a27.2a - 4 I . �' ' ' © . • 1 AT USING UTILITY COMPANY LOCATIONS, - i LOC ED S NG L CO N LOC ONS _ - s Q C� .t - 7 42 2 -8 REE25 b - UTILITY MAPS AND FIELD VERIFICATION.THE CONTRACTOR 1 CONC � 4� ,' I � - i BTRE�25 SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING a2s. _ a2g•3g TE - � _ g -\ - - / w - - - - i -- /, ' • : .' . i UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE V i , . - 7 _- "�_ _.. - - - �GGATE-G1 41 - . . . FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT I eT-77225 © ©� 'BTREE25- = --8 REE25 ' - 58 / 41530. / 1._,,,L - 420 - - 418.01 BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND 1 425.90 ® - - - - % / OO PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 425.07 r^, ,- ' :. CSW / EH HH CR ICV � / SIGN( � ^/ .. 422.88 / J 416.98 41 . 8 . - ' MISS UTILITY TICKET FOR THIS PROJECT: B108101800-00B v`2 : Q '�, g FJF" 15 / , • '/ ' 420.23 / 10TREE30 i / - • 411.81 / / \ ( . ..\ 42a.58'..-O \,-''� '/• 1 - %:. !. • a .:. N31639'50"W / \ . TREE25 �\ �/ / I. LEGEND: CO / `.l ' .- �... :. LP� ✓ ,LP . . 1 / . :' .... 7 ' .. :. / (per. - I'' AC = AIR CONDITIONER 1 / :ASPHALT.. .. _ 'I' /, .. . . I. a. / .. I BW = BOTTOM OF WALL / �' . \. . .. . 1: .. . ... . . .. . J. 1 . \: . .I. DMN=B2 CM =CREPE MYRTLE TREE 423.80 423.47. CMP = CORRUGATED METAL PIPE / / • ..: - . ' .. / I .. /' : aia.se _ 419.88' CSW =CONCRETE SIDEWALK . ' .. DRAINA..GE'EASIt NT +, './,' - . DIP =DUCTILE IRON PIPE \-..TREEIO . D:B. 2.. a... .. T ' /,.. _ 61e:Qz, , b:11 - - /. EB =ELECTRIC BOX N45°00'24"W / /...- ASFFIAI T :. .. y., . /' N EVGR =EVERGREEN TREE 21.93 4TRE aM1 „ /.. . I" a2o:27: PKNF /70, - / : FH =FIRE HYDRANT 2 A 42L31 I OV IM1 FT-F1 . . .. .423.$3 - .W .. / '-/ : FFE =FINISHED FLOOR ELEVATION 422.87 ` ' `a• ' ' /4 / ' FT = FILTERRA 1422.39, /' . • . . 417.04 ;/ : - . • 614:01 ' : 413.$2 6 s GV = GAS VALVE 2TREE5 * LP1. T-81332 FH I GM = GAS METER SDMH-EX3 TOP: 423.22 •� • ' .'.. • j T 0 ' f - 413.37 HDPE =HIGH DENSITY POLYETHYLENE OUT: ib" RCP 416.42 (EX2) , i2TREE3 "i. TREE2 /, . / / �, % % F _- - HH HAND HOLD PKN� SDMH-F1 HOL = HOLLY TREE - •6MAG 422.54 1OTIKE30 /" / I - T-770 .. L _IRON FOUND 423.18 / `6MAG30 •) 422.37. /• BTREE25 6TREE25 I .19:93 417.50 . '.. ' V. . .. • 1 SSMH-2 LP =LIGHT POLE / \ .. / : . • 8TREE26 L I 409.90 MAG =MAGNOLIA TREE I 0- - .,- - '- , . .. • • I 6TREE_25 -� -. /' 413.89 MAP =MAPLE TREE /bti \ /� .. A ! / -.-. _.._ _. _ _ A$PHACT �'.,. .. MNS =MAG NAIL SET I \ . . :., SD H=Ai a2 a7 �.; j - - - - N / \--- :. S OHO = OVERHEAD COMMUNICATION 0 0' DRAINAGE 1 : `AS�HALT•... 420.79 / -. .. ./SPHALT : \'. __ OHE = OVERHEAD ELECTRIC 'tl QHOL2= -5- I 30.`BSL' I � - ��' SDMH-EX2 EASEMENT , ' OAK =OAK TREE a 2.35 \ D.B. 761 P. 298 I )_- �- -r- �/' bE8PC0 ESMT:.. ' _ CO I--*b G2a 2 �� LJ' 1 . .. :' / ' ' - CO 10 35 3�-0�5= F. 66� dF1H-B1. . - - $DMH-HS/ 4 SP = SIGNAL POLE �c _ :.. 420.49 / 419.3 A76. I .' g T=41.45' \� 4i2.e % 1 _ _ _.. SSMH = SANITARY MANHOLE C=68,20' J _ - _.._ 20 ACS G \ .• '.. - - - d - 415:96 '�� .. •aMAG25 &NO _ RY SEWER - � _ _ - - 412.61 .. _.. _..-..- .._ SDMH =STORM DRAIN MANHOLE CB=N79°38'08"W \ N EA EtME(uvr \ _ 3.05LP -422se 3� LP Lp - 415.02.,-.,_ _..?x.gIREE1o. -.� - 5 "-" _ - TW = TOP OF WALL DELTA= 69°16'18" + SSMH-1 D.B. 2721 1? 45 PLAT �; _ \ -� - _- - -' _ _ _ .'j--*.--_.._..8MA_.._.._ - - 43H8B \ 1 479.08 ._..-.._.. _.. ._.. --��.- - - GrEPCO $ - I _ TCB =TRAFFIC CONTROL BOLLARD D.B. 2721 P. 15 �6MAP2g - -- -' _ - - _ ����PzS AG1s _ - - - - f,/aTR _ TOE =TRAFFIC CONTROL EQUIPMENT=T�982370 \ •_ _ - r''' `• 8MAP30 y. ; CENTRAL ) SMT: I - 8MAP25 - - ---- .P / , O EEiS .B'- 5641 P. 520 - , J ORATE-t - - l - i % , WM =WATER METER ® \ 419.20 - - - - _�<'_! 12TREE30 "\ • i; - 6MAP25 • W26 - - 30932\ -•- - • `_ •8MAP25 - z:r_ - j_" 1// WV =WATER VALVE _-_ _.._:. _.. _.. _..� • _ - -.,12Ta_ - - f - MAP O 8MAP25 /" - >> ~�- %' ;l •` VEP AW CENTRAL 'I' '"" _ S3,�11=51"W ,.c'- _ - - - - _,,,.� J<TREE 5 WMV =WATER METER VAULT O TELEdoHONEASEA4ENi.- - 159•N' '� 0 - - / '' -•/ ___.______. © 8MAP2'�--,_,_ 101 q BTREE25�� • C) = B S = 12" TREE 25' CROWN SPREAD 420.82 D.B. 1 36 P. 224 / EM 2 1 - tOTREE30 \ - = 4 - - - - isi- ti - ' +420.80 = SPOT ELEVATION - - - - _ - / ----_____ S41"5' to' PARKING \\ = BUSH p n� / ' UP / FB - - 6 59" SETBACK '•V 1 S57°39'54"E '� � ' _ •r n.00' 1 = GUY WIRE OHE OHO ® m HH H \ a/ ® = SIGN \ � OHE OHC UP p = PIPE BOLLARD / CSW o / v o o \ TRAFFIC CONTROL G-= GAS LINE EASEMENT _ . CSW 1-1HH o6 ELECTRIC LINE D.B. 1402 P. 144 a = SEWER LINE SDMH-EX4 TOP: 414.39 SDMH-EX5 TOP: 409.52 \ - �= STORM DRAINAGE LINE U.S. ROUTE 29 (S.Ei, L.) IN: 12" RCP 409.97 (WEST) m IN: 12" RCP 405.27 (EX4) w -= WATERLINE OVERHEAD UTILITY SEMINOLE TRAIL OUT: 12" RCP 409.91 (EX5) O OUT: 18" RCP 405.17 (GRATE-1) -x x-= FENCE LINE VARIABLE WIDTH R/W 0 VICINITY MAP 1" = 2000' O o e o e Q� \ Lu �e 9 Y � t W Ov i .y J� POLO GRO ft S ROAD SI E Por JQ'a 00 CA Sego O,F O F SANITARY SCHEDULE SSMH-1 TOP: 419.05 IN: 10" DIP (SOUTH) OUT: 10" DIP 411.71411.64 (SSMH-2) SSMH-2 TOP: 409.90 IN: 10" DIP 401.49 (SSMH-1) OUT: 10" DIP 401.38 (NORTH) STORM SEWER SCHEDULE GRATE -El TOP: 444.53 IN: 4" PVC (FT -El) OUT: 15" HOPE 442.17 (A5) SDMH-A5 TOP: 446.66 IN: 15" HDPE 439.93 (EAST) IN: 15" HOPE 441.53 (E1) OUT: 15" HDPE 439.66 (A4) SDMH-A4 TOP: 435.43 IN: 15" HDPE 429.93 A5 1 ) OUT: 15" HDPE 423.58 A3 1 I SDMH-A3 TOP: 435.22 IN: 4" PVC 429.33 (FT-A3) IN: 15" HDPE 423.48 A4 I ) IN: 42" PIPE 399.46 EX1 1 I OUT: ASSUMED 42" PIPE 399.60 A2 ( ) SDMH-EX1 TOP: 435.96 IN: ASSUMED 42" PIPE 400.21 (EX1A) OUT: ASSUMED 42" PIPE 399.96 (A3 ) SDMH-EX1A TOP: 448.11 OUT: ASSUMED 42" PIPE 405.08 EXt I 1 SDMH-A2 TOP: 425.12 IN: 6" PVC 418.70 (FT) IN: 15" HDPE 416.12 (F11 IN: ASSUMED 42" PIPE 398.26 A3 ( ) OUT: ASSUMED 42" PIPE 398.19 (Al SDMH-F1 TOP: 422.54 IN: 4" PVC (FT-F1) OUT: 15" HDPE 418.69 A2 1 ) SDMH-Al TOP: 420.79 IN: ASSUMED 42" PIPE 386.31 A2 1 I IN: 48" PIPE 385.67 EX2 OUT: ASSUMED 48" PIPE 385.48 (GRATE-1 SDMH-EX2 TOP: 422.35 IN: 15" RCP 414.76 (EX3)) IN: 48" PIPE 402.35 (WEST) OUT: 48" PIPE 402.49 (Al GRATE-1 TOP: 409.52 IN: 18" RCP 401.40 (EX5) IN: 24" HDPE 393.46 (B1) IN: ASSUMED 48" PIPE 383.34 IA1) OUT: ASSUMED 48" PIPE 383.34 (7) UNKNOWN OUT DIRECTION SDMH-B1 TOP: 413.99 IN: 4" PVC 410.46 (FT-B1) IN: 24" HDPE 394.86 (1321 IN: 15" HDPE 406.52 I1-111 OUT: 24" HDPE 394.55 (GRATE-1) SDMH-HI TOP:412.69 IN: 4" PVC (FT-H1AI IN: 4" PVC (FT-H1B) OUT: 15" HDPE 408.47 (B1) SDMH-B2 TOP: 413.86 IN: 15" HDPE 406.29 IG1) IN: 15" HDPE 404.62 (01) IN: 24" HDPE 395.37 (EAST) OUT: 24" HDPE 395.10 (B1) GRATE-G1 TOP: 416.01 IN: 15" HDPE 408.15 IG2) OUT: 15" HDPE 408.13 (B2) GRATE-D1 TOP: 408.79 OUT: 15" HDPE 406.28 SDMH-G2 TOP: 425.40 IN: 4" PVC (FT-G2A) OUT: 15" HDPE 416.84 (G11 SURVEY CONTROL Q NAME NORTH EAST ELEVATION T-77000 3923148.74569 11493027.60484 423.18 T-77225 3923286.46138 11493033.58067 425.90 T-77409 3923301.25669 11493135.11916 420.57 T-81332 3923463.00356 11493210.31763 413.37 T-81532 3923579.80260 11493020.90814 431.08 T-B1822 3923391.96803 11492833.84795 434.65 T-1977108 3923551.75942 11492914.51679 442.70 T-1977302 3923371.64474 11492920.6432fi 431.02 T-1982370 3923152.00878 11493084.04232 419.20 SCALE IN FEET Xref .A.A..\1-Proiects\0-PROJECT FOLDER\CAD\02 Xrefs\Title Blocks\VVSS-TB-ARCH D XREF.dwa z J a w w CO) ON JOINT DOUBLETREEwaterstreetstudio R=60.00' � 50'ACCESSEASEMENT ENT A=80.99' ANDUPLITYEASEMENT T=48.02' D.B. 763 P. 600, 602 PLAT landscape architecture I civil engineering C=74.98' I D.B.6J P. 18 E Main Street z 8i Charlottesville, VA zz o2 ° 4 434 9S 77 9 CB-N062007W 11 N32°20061E N322006'E 20'WATERLINEEASEMENT DEL TA=7702028" I 29.67' 45.09' N D.B. 873 P. 555 7NEV�VDOT EX. DRAINAGE EASEMENT 9 ---- — _ N 84.97'(D.B. 2721 P. 145 PLAT)EX. CURBTO REMAIN TCBo 1e� C NC. RET. ALL 2 NEW VDOT 48 MAX HT) CG-2 "" I I 7SPALT MODULAR CMU MILL EX. ASPHALT SURFACE TH TROWELED EDGE; EX.QP WALL TO REMAIN AND ADJUST GRADES AS MILL EX. ASPHALT SURFACE —-------- ----------- =1NISH;TYP. / I '�------------- -------—--- —--S`Fl9W}TF-FGRAxXEL- &-- AND ADJUST GRADES AS EX. QP ASPHALT LAYERS WHERE_ U PLAN SHOWN WITH GRAVEL & ci APPLICABLE ASPHALT LAYERS — — EX.CJ NOT FOR CONSTRUCTION ZP x P II II professional seal Yz" EXPANSION JOINT W/Yz" RECESSED O I Yr-A3 Y,-GRATEEI BACKER ROD AND CAULK, SPACED g3587QQQs3Z1Y4" DEEP CONTRACTION/SCORE EVERY 25' (MIN) O.C.; TYP. OR AS I f (�)P 0 MET ALAN FRANKLIN F E L JOINT, SPACED EVERY 5' O.C.; TYP. SHOWN PER PLANS U �/ P OR AS SHOWN PER PLANS Q 26' 3" ^ — \ { FTE7 Project manager 3000 PSI CONCRETE AT 28 m - r GATE 445.13 DAYS, AIR -ENTRAINED / I / P / / POST TIE INTO EX. GAS v —x—ai— Piz—xz-x�xD 'x x— SERVICE I p 6'R COLUMN, TYP. EX. CJ a cK project team tea: ° a o 08 Qo ttg off.'.; WWFB"X6"W1.4XW1.4W/2" I 6' COVERED / - - •�'O(+� - - MIN. COVER - ONLY WHEN / / CONCRETE DRIVE` ADJUST T WHERE VEHICULAR TRAFFIC IS U !� G G G G G� I� EXPECTED TO OCCUR E LEV. 428.30 c \ G EAoEMFN LT O 91,EX. WAITER COMPACTED VDOT #21 A STONE _ _ � _ � / — SERVI E & METER LP G o BASE NEW VDOT I — SECTION 95% COMPACTED SUBGRADE CG-2 ASPHALT ROLL -UP \\ TOR MAIN DOORS 21RACSA/ WATERL/NE ---- ROLL -UP ci EASM4E�7/�T C� BUILDING ADDITION^ D.8. 3-W P. 729 q TIE INTO EX. GAS 1 SIDEWALK �ry o / CONC. FFE 428.40 M DOORS I �ww>b��w� coNc. SERVICE Ll .04 SCALE : NTS o W --3 / \\ WALK � EX. WATER a� R O o ° jO ET G2 SERVICE & METER ------------ 0 �I TO REMAIN #960-A ----------------- ----- TRANSITION FROM [ MULTILEVEL PARKING a^ 2"R / ��__ 8'-8"?8 6" CURB TO FLUSH 1 Q MAGNOLIAS EX. <� o GARAGEANDBU/LDING NOTES: Q MAGNOLIAS Csw I < /_- ME ROLL -UP 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. p RE-ROUTE EX. / - DOOR 2. CONCRETE TO BE CLASS A31F CAST IN PLACE, e GAS SERVICE I TIE TO EX. wM RE-ROUTE EX. 4000 PSI IF PRECAST. SEE SURFACE GAS SERVICE NOTE4° a RE -STRIPE EX. UA Fr FILTERRA TO REMAIN RI FOc 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG _ 0 'Q h II / a( { / 428.18 ADA RAMP '9 OC. FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. PARKING / / i / TO REMAIN UMANSKY SUBARU OFI 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH A$ 3" / <5� #960 r (1TDEPTH)ORINCREASEDASMUCHASa-(21"DEPTH) Q �' I / 7bo CHARLOTTESVILLE I IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE SUBBASE Q aADD / 1 STORY WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. {� ,`( I hh,� l EX. SHOWROOM/SERVICE BRICKBUILD/NG OTHERWISE THE DEPTH IS TO BE I8"AS SHOWN. NO ADJUSTMENT 6' v LANDSCAPE -00 IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN FIFE 428.40 TMP 45-68D4 LP INCREASE IN DEPTH. - � ISLAND '� I // � _/ M BRICK 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED � PARCEL E WALL --- - IS 40 MPH OR LESS ON RURAL HIGHWAYS AND MILL EX. ASPHALT SURFACE I/ / / �-3 6.739AC. II 45 MPH OR LESS IN DEVELOPED URBAN AND TIE TO EX. ( 2 ) EX. SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE AND ADJUST GRADES AS LP x� I� MAGNOLIAS EXCEEDED STANDARD CG-3IS REQUIRED. / G� SHOWN WITH GRAVEL & o I / / TRANSITION FROM ' I ASPHALT LAYERS / 0 6" CURB TO FLUSH I UP EX. GRATE-O7 _ EX. MAGNOLIA h 0 5 R / 408.79 2 VDOT STD CG-2 Q L1.04 SCALE: NTS RE-ROUTE U W' II (2J ACSA WATERLINE j�OTCOVERED UMANSKY SUBARU '—m - 1E ALK CONC PATIO N 3 ASPHALT PAVING Ll .04 SCALE : NTS N (4J EX. �� ELEV. II o OF CHARLOTTESVILLE o / o N / M �e V -,,off / / project name EX. DRAINAGE EASEMENT EX. UP C � GRATE-G7 / 1.5" VDOT SM 9.5A O // \fr) 145 PARKINLOTTREE 476.07 ii o UMANSKY AUTO GROUP ASPHALT WEARING COURSE // \ CS HH 7/// ® client 2" VDOT IM-1 9 ASPHALT BASE COURSE / S\ �/ \\ \\ I b s \\ /960 HILTON HEIGHTS ROAD N31 °39SO'W / tiN/ \Ft V EW 2 At A \ / / \ / CHARLOTTESVILLE, VA 22901 6" COMPACTED VDOT 21A STONE BASE 52.00' L �/ \T ;\ o B ATE LIN \\ / I project address G \ T\ P4 SE ENTP. // COMPACTED SUBGRADE �% / ASPHAL �� \ EX. UP �GCF W \ \�w W / iX. UP 7 ARKI G L T ME� \ (PARKI G LOT THE \\ / / DRAW W W W W W W W ��\ /— _ — project number l D.B. 272/ P. 745PC N4500024'W EX. 4PLE G— G G G G G G G G G G G G GrsPtrA�><<�G 21.93' PKNF/ EX. ELM �— — —— — — — — — — —�— — — /' MAJOR SITE PLAN AMENDMENT 1,2287 \\ \ RE-ROUTE E. GF /// o I project phase LP CO C. ST IRS \ ASSERVICE //G EH (8 R 6" E ) \\ (3) EX R -RO TE 6" (3) X. // EX. ELM _ MAY 10, 2021 PKNFI ELM A SA ATE LINE EL S issue date 1 I REPAI ASPHALT \\ ---AFTE-R-"LITY (3) EX. M GNOLIAS INSTALLATION, TYP. \\ \ �� ASPHALT $— _ — _ _ _ _ - — _ _ _ ASPHALT �- \ ASPHALT .�- UGES UGE �y UGE UGE _ — — EASEMENT — — — — — — —, ° 30' SET13 (r� $ VEPCO ESMT. D.B. 761 P. 298 �K S_,� S D.B. 3058 P. 667 �{- FT-HIA GEN — R=60.00' ETBA $ $ U" DIP (L 473.74 A=72.54' S S 416Io — — — — — — —— - — T=47.45' S $ --------_ C=68.20' o S ARP3EWER S 1. 07.26.21 COUNTY SITE REVIEW COMMENTS C8=N79°38'08"W —� S tp EASEMENT LP LP �— DELTA= 69°7678" \ D.B. 2727 P. 745PLAT tP FT-HIB D.B. 2727 P. 152 VEPCO& CP\ 47376 revisions C\ — — — CENTRAL SMT. — GRATE-1 ( J — 3 EX. MAGNOLIAS D.B. 564 . 520 409.52 TCB P 1GE VEPCO AND CENTRAL .ZJ' S35°7131 "W \ / V' TELEPHONE EASEMENT EM S27a5� 0"W \ �Z \ D.B. 7336 P. 224 �I p OHU p © ®FB I' II S47 9TV SETBACKNG'' S57°3934'E oHE OHU HU OHU O OHU �OHU (7)EX. MAPLES Hu OHU OHU OHU OH�— OHU OS��- 6 ­y{gP��u OHU 17� OHU OHU CSW EX. MAGNOLIA (4)EX. MAPLESD C OHU OAu oHU UP TRAFFIC CONTROL XO% CSW HH- LAYOUT PLAN EASEMENTSheet title DB. 1402 P. 144 U.J. R0UTC 7 (S•UL.) ------- SEMINOLE TRAIL = VARIABLE WIDTH RJW n 0 10' 20' 40' Ll 04 O sheet number J iI DOUBLETREELANE R=60.00' 50'ACCESS EASEMENT A=80.99' -AND U77LITYEA3EMENT T=48.02' SDMH TOP1435,P9 D.8. 763 P. 600, 602 PLAT C=74.98' I OUT: 72"PIPE 43585LWEST) D.B.767 F..298 C8=N0602007"W I N322006'E N322006'E g 20'WATERLINEEASEMENT DELTA=77°2028" I I 29.67' 4509' cQ D.B. 813 P. 655 440.82 _ 44586 44,68 c� N322006'E DRAINAGE EASEMENT • ✓® /•®�z' ®120AK30� 720A120�0012OAK30 _ -s - - - - - - - - - - - -� B49rEX. 80AK25 \ / (D.B. 2721 P. 145 PLAT) c j EX. CURB _ (.AC75 TO REMAIN 8o KB - 'My-EXI G25 46.12 1 ® IOTREE?5� / 1 � • 8Twi�o 447.34 DOT NEW VDOT I I CG-2 NEW I I SDMH-A3 @ INV. a (48 MAX'1JT) a HH w y \ MILL EX.' SPHALT SURFACE •8MA�G25 I I 436.62 426.00 cP ASP ALT MODULAR CMU-443.41 ` 44566 S c� I �D 43A4 + E Q� WALL TO REMAIN + AND ADJ`JST GRADES AS 446.66 MILL EX. ASPHALT SURFACE • MdG25 J EX. \ I I - _ �_ - _ - - - - - - _ _ _ _ _ _ - - _ _ _ _ - - - - _ = = =SHOW }TkI GRAVEL -&- AND ADJUST GRADES AS \4 s M 31 I �� - EX. Qfx _ ASPHALT LAYERS I I ab^ SHOWN WITH GRAVEL &44A s6 34\ 452 _ _ _ - _ _ a ASPHALT LAYERS \ O T 432.3 ` - y 431 l 8,{4Ac 777 ' 43 / P 48. ,BAAK3 ti \� I V�V 42 .P19.., ,`i" 4 •0 %5 cR25 `^� •G T TIE TO EX. 6" ACSA / BC 433. 3X6TREEs / �, , - , �, AK3b R° ` • 1 \ / T-A3 + (�. -� 434 R�E15 ., 20 k30� ) �L lilE�'GRS r / _ _ TW , �� 44T ATE-E7 587 �P EVG 20 �' J,�F- • 5®4 4n�, v SAN/TARYSCHEDULE WATERLINE W / 6" X 6 � ' � � r ( ` 438 � lOElti` -' '4 � g N' BW �� F2EltiGR25 740A�KK3�• �4'� i 3X 6TREE75 TAPPING SLEEVE & sMA�2§ N ' Tw E2 - �4ET 4ao 43a57 43074 7w / 12EtGR25' • o 3 434 433 3 �. TRB 9R, \F _ 44, =1 ~_ _� 14EVk;R2 TW } ° F /N.' 10" DIP (SOUTH) VALVE h 1 • l� LP P 430.27 • 430.22 BW b7E7 Bw BW - ' 44S.16 ) OUT. 10"DIP 411.64(SSMH-2J /= / + \GATE \ 43423 '" 445.73 SSMH-2 TOP: 409. 90 J2;� - POST IN: 10"DIP 401.49 /SSMHTIE INTO EX. GAS / i •` / / 8" ACO B CK OUT.- 10"DIP 401.38/NORTH/ SERVICE 11�0*',- / TRENCHDRAIN COLUMN, TYP. A,,��JJO 429E EX. GAS SER ICE MILL EX. ASPHALT SURFACE • > �n3 COVERED q4 HD�AIN- 428.50 EX 429.38 & METERS TO I + FFE STORM SEWERSCHEDULE Ir f 8 A .� BC 431.00 / CONCRETE DRIVE / o� REMAIN N 43259 433.4z GRATE-E7 TOP.'444.53 AND ADJUST GRADES AS •BM cgs ADJUST 429.38 G \ G G N-4"PVC(FT-EIJ SHOWN WITH GRAVEL 8 B 29.00 ELEV. 428.30 _ - G - Y�o j OUT:75"HOPE 442. 77(A5) ASPHALT LAYERS 037 L60 6" PLUG EX. WAGER LT SDMH-A5TOP 446.66 l - - - - - - - 7 430.31 \ ' y IN 75"HOPE439.93 (EAST/ NEW VDOT / C 428.00 - � SERVI E & METER IF • ) N'75"HDPE441.53 /E7/ ' 1 430 {� Tw G 47REE20 OUT:75"HDPE439.66 (A4) CG-2 ASPHALT ROLL -UP 428.30 \\\ TOR MAIN-a2s- \ 43177 / 428.00 DOORS -- . -� -- SDMH-A4 TOP.'43543 8" X 6" TAPPING -- 4 50 6" PLUG 20\ACS WATERLINE \ 427.63 N'75"HOPE429.93 /AS/ G ROLL -UP Gi %EAS65MI T C- TIE INTO EX. GAS OUT: 75"HDPE423.58(A3) SLEEVE & VALVE - + BUILDING ADDITION D.B.3P. 129 O; � , 4 .93/ 428.30 DOORS FHA #1 N' FFE 428.40 I Wwv- �- _I SERVICE IN:4"P3TOP.'43522 CONC. r E 6 4CS� W.L� CONIC 1N: 4"PVC 429.33 (FT-A3) (Q2o = 2,904 GPM) o� 1/ / - \ 427.89 IN: IS" HOPE 423.48 (A 4) V� WALK o FrczA ll EX. WATER OUT: ADD 20' ACSA 7 426.90 426- SERVICE & METER SDMH-EX1 TOP.43596 A rEASEMENT 42 . 1 1 ° �!= '= - - - - - - - - - - - - - - - rR l 1a '. TO REMAIN IN: ASSUMED 42"PIPE400.21 (EX1A/ l H� L BE TRANSITION FROM ' as.zs EX 428.28OMH}}IIG2 R�U #960-A OUT: ASSUMED 42"PIPE 399.96 /A3/ 31 EX. 6" CURB TO FLUSH 425.4L1 MULTILEVEL PARKING SDMH EX7A TOP: 448.77 O ( ) 428.62 �HOL30 6H0[30 ��� _ OUT.ASSUMED 42"PIPE 405.06 (EXI) FLUME o GARAGEAND BUILDING OQ MAGNOLIAS c ROLL -UP / l � 428.0 FFE SDMH-A2 TOP.' 42572 RE-ROUTE EX. DOOR 428.30 IM6"PVC418.70(FT) 4 WM RE-ROUTE EX. IN: 75" HOPE 416.72 (FI) GAS SERVICE 429.00 I TIE TO EX. 18,400 SF TYPE 3B BUILDING TIE 8" PVC FROM IN. -ASSUMED 42"PlPE398.26 (A3) Z ro u9, \ EX. UA l a „ Fr FILTERRA TO REMAIN FIRE -FLOW REQ.= 2,750 GPM GAS SERVICE OUT.'ASSUMED42"PlPE398.79/A7/ RE -STRIPE I / / /'B ADA RAMP TRENCHDRAIN TO s J FDc SDMH-F7TOP.'42254 l� PARKING / / / TO REMAIN UMANSKY SUBARU OF EX. SDMH-G2 @ / #960 INV. 423.00 ( 4T �E7/ lN: 4"PVC (FT-F7J i OUT: IS" HOPE 418.69 /A2J FFF CHARLOTTESVILLE ° 2} y� - SDMH-A1 TOP.' 420.79 a A D D 8.40 1 STORY r IN: ASSUMED 42"PIPE386.31 (A2) HH� / / B.o2 EX 428.40 EX. SHOWROOM/SERVICE BRICK BUILDING a 2 y • 1M48"PIPE38567(EX2) LANDSCAPE / I FFE 428.40 TMP45--68D4 aTREEs OUT.' ASSUMED 48"PIPE 385.48 /GRATE-1) ISLAND / / / J IN:75"RCPPIPE 40235(EX3)) PARCEL E .M I 42239 BRICK LL IN: 75"RCP4 2..35 (WEST G) 4 7.54 42a.47 MILL EX. ASPHALT SURFACE I/ TIE TO EX. 6.739AC. i I � _ / S \� (Z) EX. OUT.'48"PIPE 402.49 LA7/ AND ADJUST GRADES AS ;LP X. REQUIRED KNOX BOTTCYCATION TO BE / 25 MAGN LIAS c 42 m y , IN: 78" 1 P 401.40 (E SHOWN WITH GRAVEL & O / / 42z TRANSITION FROM COORDINATED WITH THE FIRE MARSHAL'S OFFICE m -� I W-24"RCP407.40(EXS) ASPHALT LAYERS 4 6" CURB TO FLUSH / { lN: 24"HOPE39346 /BIJ y� 26 _ l / EX. UP / / \` AG7 GRATE-OJ IN: ASSUMED 48"PIPE38334(A7) EX. MAGNOLIA (j Co w s 408.79 UNKNOWN O� DIRECTION 8" PIPE 34/Z RE-ROUTE 6" O /� ,lw/ / �I / / 2 Q SDMH-87TOP.'473.99 / I BC 426.70 ONC. COVERED TW 42 .50 / 1 a a IN:24"HOPE0.4 IFT-811 ACSA WATERLINE / I �) N:4"PVC470.4.86(B2J EX. ALK CONIC. PATIO BW 426.50 i _ ,l ' I z9 ELS ,j( IN: IS"HOPE406.52 /H7) " BC 426.00 // TW 428.50 (4) EX. CV /A24�J I� + // OUT: 24"HOPE394.55/GRATE-IJ o l SD H- 2 42 ELEV. 428.40 _ -a26 , _ / 41L39 r ,47REE35 ) // lN.'4 PVC (F�HIA/ 9 (c� 4 6 BWQ� - TRH i L 0 j \ l - -_ - / R�E26J yBTRgE/y5 I / IN: 4"PVC(FT-HIB/ do '� , EX, UP b/ OUT: IS" HOPE 408.47(81) // \\ \ 'rF T • 15TR�E25 67 INAGE EASF4. 1FS1T- PARKINS LOT-TR€-E) 6A01 ram, 4 "5� /0., 4/530 / � SDMH-82 TOP.473.86 L IN: 75"HOPE406.29 (GI) /42507 \ // I \I I .66 -, CS HH yH �ICV 416. 98 J 416. �O 1N:24"HDPE395.6237 (D 7) / _SIGN� �\\ \ ) ) \ T 428 50 420.23 (10TREE s \\ / /// 411.81 OUT.'24"HOPE39510(87) .00 EW AC A \ N31 °3950°W / \ l \ f P5 / \ v // GRATE -GI TOP: 476.01 52.00' \��,, T TE LINE VP N: IS" HOPE 408.75 /G2J .`� \ I \� / o \ / OUT: 15"HDPE408.13(32) v+ BS 0 SE ENT, YP. L 3 •5 �\ ' 1 � lr 416.25 B ND ,e-�// N I GRATE-07 TOP: 408.79 C�,� W'/ W v OUT.' 75"HDPE406.28 ASPHALAX 11D 1 \ EX. UP o I 423SQ N 423.47 �j� \ PARKI LOT THE o \ \X SDMH-B2 ' SDMH-G2 TOP: 425.40 / • // ( KI T TRE� W W W W W W W W 22. 474. l-473.86 N: 4"PVC (FT-G2AJ 4TREE10 / L + �- BEND/--_ OUT. 75"HOPE416.84 /GIJ D.B. 2727 P. 145P \ b 42027 478 2 N45°0024"i y / • EX. LE G G G7 G G� G G G G G 27.93' PKNF 4TRBE70 EX. EL/M - - - - - �ti� - - 31 � - - - - - � - �N / 423.83 421.37 V 422.87 4233 \ \ \, R -RQ TEE ' 47.04 \� j o �''F$474.0y /4,3822TREE5 / RE OVE X. 9SDMH-EX3TOP:423.22 f LP CO C• ST IRS \ 1 ' AS S RVIC AN FH OUT' 75"RCP 415.42 (EX2J ,' i ( 71TREEX 7 �- \ \ i T EE25 / i •C E W / /U\(8R 6 E ) / (3) E R -RTE 6" I ELMPKNFI l ` \ bMAc 422. aF1 L �aT 3a -ELMS A S ATE LINE , REPAIR ASPHAL 2 \ v119.93 417.50 414.47 r 6MA 0 \ ( R 25 �TREE25 ( I SSMH-2 1 I I ti FTE LITY / \ \\ / I j \ l 6T E25 ' (2) - 6" G.V. � i L°` ( X) 413.0 61 BTRF�E25 ) SSMH �) EX. MAGNOLIAS _ J' INSTALLATION, TYP. \\ \ � A= - - - - - - - -20-0 _� \ AS HALT �- _520.7' SPHALT \ -------EASEMENT- -- -- &F UGE UGE/UGE UGE, ¢J � 5 X2 $ $ VEPCO ESMT. / CO - D.B. 767 P. 298 $ $ / MAG 5 C D.B. 3058 P. 667 FT lA GENE i I r // R=60.00, $ SC �$ 0 5 -SDMH-87 411374 z A=72.54' �` \ _ ` - $�. $ $ lU" DIP ( \ FT-BI i S- - - - - - - - - - /i 4L$99 -_ _ i Si7MH-H ,6 T=41.4$' $ 420.49 l 47R35 / 476. 20ACSA' $ C7� 1 EES 41595- L7 C=68.20' O ( o \ $42X6TREE1 412.$ 42305 255C3=N79°3808'W EASEMENT CP/ a DELTA= 69 16'18" v SSMH-7 D.B. 2721 P-145 PLAT \ �_ - i Lv' P- 479.05 / ( 8MAP75 L \ - 47316 ' 4R2EF7 D.B. 2727 P. 752 ` -� -VEPC & �� �- <r� �� r r I 302.66 a �� ( i _ �-�- \ ( Acl3 W l �� BMAP30 ` i ( CENTR L �.i �� �I i\E, I ° C � 11= i 72T `( L- 6MAP Q.B�564 0 / \ \ �TJyr521 Y /_t_\ J 8 AP75 -� (`)/ 4XyMAl�W�lc'� � / ) - j 26„ w TC\ SP j(iE VEPG�J /iND CEN/K,AL . �- .2\ - rs3� 1 ' °W �6 AI�75 AP25 ' 1 �F! -'� _/' l 47R = 420.82 H TELEP�NEEA3Fib1£N� EM _ '72/"7 ' " �' ` �'-i�- c - D.B. 1 6 P. 224 -mnf IOTREE30/ , , )r-� \ r-� 70'PARKING OHU _OHS OHU OHU � � � I I ` �' � �59 ryN � � � SETBACK � '� `' S57°393 " ,43f.421 / 4 5,00 ST LIMITS F DI TURB NC a T 8" P ENC FIR DRAIN M TO WPO C TO NC. PR •RET. CESS ALL D SE AR TEL NE waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1, 07.26.21 COUNTY SITE REVIEW COMMENTS revisions o OHU o T- HU �' OHU -� P FB 4.� U OHU OHE� OHU HU OHU O (7)EX. MAPLES p OHU O,o- �gHU Cs L4- OEX�A4API( �u 'OHU OHU 1700' GRADING &UTILITY / csw I EX. MAGNLI.. (4)EX. MAPLE 9� HC OHU `O0 OHU UP _ PLAN N TRAFFIC CONTROL °_ a _� _� o CSW EASEMENT O H'y b sheet title D.B. 1402 P. 144 b� a SDMH-EX4 TOP. 4/4.39 S0MH-EX5 TOP.- 409.52 U.S. ROUTE 29 fS. B. L.J IN. 72"RCP 409.97(WEST/ N. 12"RCP 405.27 /EX4/ OUT: 72"RCP 409.91 (EX5) O OUT: 78"RCP 405.77/GRA7E-IJ ,2 SEMINOLE TRAIL 2 VARIABLE WIDTH R/W O 0 a i N 0 10' 20' 40' OL I U Z:) sheet number PLANT SCHEDULE II QTY. I SYMBOL I Scientific Name ICommon Name ISize ISpacing IRoot I Notes I 10 Yr Carl Canopy Tota EXISTING SITE TREES TO REMAIN R=60.' A=80..99' 9 �I 8 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4-5' Ht. As Shown B&B Existing 123 984 T=48.02' SOMHTOP.'435.99 4 CV Crotaegus viridus 'Winter King' Winter King Hawthorn 6" Cal NA NA Existing 184 736 C=74.98' °20028 I OUT:72"P1PE435.85(WESTf 3 QP Quercus phellos Willow Oak 12"-18" Cal. NA NA Existing 370 1,110 TA= I N322006'E N322006'E EL DELTA=77°2078" 1 29.67' 45:09' 5 UP Ulmus parvfolia 'Athena' Athena Chinese Elm 12"-18" Cal. NA NA Existing 366 1,830 440..82 Total = 4,660 i PROPOSED SITE TREES 2 CF Cornus florida 'A alachian Mist' Dogwood 2" Cal As Shown B&B 124 248 EX. DRAINAGE EASEMENT ID • �7 ' ✓ / /®- pp BoaK�s.31 j ®120AK30� ®80AK25 / ®120AK3� 12OAK3% 2 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4-5' Ht. As Shown B&B 123 246 (D.B. 2721 P. 145 PLAT) c EX. CURB BMAC?5 � s� • TO REMAIN Bo KB / M 1 G25 2 U P Ulmus parvfolia 'Athena' Athena Chinese Elm 2.5" Cal. As Shown B&B Matched specimens 366 732 20 TO Thujo occidentalis 'Emerald' Emerald Green Arborvitae 7" Ht. 3O.C. Cont. 10 200 44734 Total = 1,426 NEW VDOT I \n NE �UDOT LANDSCAPE CALCULATIONS ET. ALL HH `-j \\ \> (48 MAX'I�T) > CG-2 Tree Canopy CG-2 _ • w� O ASP ALT MODULAR CMU MILL EX.VkSPHALT SURFACE SDMH-A5 Requirement: 10%of Total Site Area O BM 1G25 I 1 SOM 436.62+ � 44+' AND AD ST GRADES AS 446.66 SDMH-A4 EX. Q MILL EX. ASPHALT SURFACE •Mdczs \ I _ - _-- - -- ----WALL TO RE IN - - - - - - - - - - - - - - _ -SHG FT9 GRAB _ _ - _ _- Total Site Area 45,590 Square feet I__ -- ------ --- - ---- - 1 AND ADJUST GRADES AS �4 SDM 31 I�CJ CIF CJ _ \ EX. Q� _ ASPHALT IIAYERS I I ab^ Gross Site Area 45,590 Square feet SHOWN WITH GRAVEL & A 26 34 -43522 _ - - - Rec. Areas 0 Square feet ASPHALT LAYERS g7aG) \ 0 3 ` A� I` J 5 M ` ' €J� J - I \ O Pond Area 0 Square feet 43273 I Y 3X6TREE75 \ 780AK3.� �7 I-r�� "� -/ (�-. �434/ R�EIS 1201, 3:0� ) �L 7(7 GRS r / TW R , 44T • ATE-E7 (-) Wetland Area 0 Square feet �3587 �j\ IOEIti EVG,�20, BW BW �� •A2E11'GR 5�740AyrK3�• 4"� -`� 444.5 67REE75 ATµ, E2'r- l %q�T a40 j� 430.57 43074 12EILGR215 • O ` 8MA�2$ 434 T,PB �- J 90- J \F ' J 4+� 441 �_ 14EV);,R1 TW } _ Required: 4,559 Square feet 433 3 - 5 \ • /O LP / \ P a o.27 • a o.22 ew 445.7k bTE7 (+) Tree Save 4,660 Square feet 434.23 - 445.73 GATE (+J Canopy Bonus 1,165 Square feet TIE INTO EX. GAS / / } • 1 `L /v/ O - / POST 1 8MA 25 3 � 1 /W / B c � � (+) Proposed Trees 1,426 Square feet SERVICE 11ll �_ / COLUMN, TYP. 4z9B2 \ �Os p32 / EX. CJ Provided: 7,251 Square feet 118 • 2) \ COVERED �!/- \ I +432s9 FFE • ,__o J CONCRETE DRIVE ADJUST / 429.3B G G N Street Trees NEW VDOT CG-2 428.63 O (3) EX. 428.62 OQ MAGNOLIAS RE-ROUTE EX. GAS SERVICE (,a RE -STRIPE h PARKING � Q � Q aADD LANDSCAPE / ISLAND MILL EX. ASPHALT SURFACE AND ADJUST GRADES AS SHOWN WITH GRAVEL & O / 430.37 SI EAR A K R LANDSCAPE INTER10 PAR ING LIT I I Q LC TI NS (45,590 SF) LA DSC PIN AREA (S AIDE ) (1205 CONC ELEV. 428.30 - _ - G GT G Y10 �s Requirement: 1 Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage ILF EX. WAITER P SERVI E & METER LP 4303, 4raEE2a °) Street Frontage: 400 Linear Feet ASPHALT ��� / / ,-� �430 ROLL -UP O TO R MAJN-aza- - 43 „ G Required: 8 Large Shade Trees G DOORS 2$�yWATERL/NE \ ,2;63 Provided: 127 Large Shade Trees �' ROLL -UP G) EASE /Vi c� * / / BUILDING ADDITION D. P. 729 a TIE INTO EX. GAS FFE 428.40 DOORS I �Wwb��W� CONC SERVICE Interior Parking Lot Trees CONC. r / \\\\ i 42,B9 Requirement: 1 Large Shade Tree per 10 Parking Spaces O �� EX. WATER © FT-G2A _J Subaru Site 7 4 - 426.90 az6 SERVICE &METER TO REMAIN Parkin Spaces: 20 TRANSITION FROM 428.2E tO • #960-A Required: 2 Large Shade Trees 42900 / 6" CURB TO FLUSH J4254C G2 \ ROE, MULTI LEVEL PARKING Provided: 5 Large Shade Trees (3 Existing & 2 Proposed) �y-- FLUME o GARAGEANDBUILDING l l - 428 UP (PARKING LOT TREE) ROLL -UP FFE DOOR 428.30 I I Inferior Parking Lot Landscaping Area a WM RE-ROUTE EX. Requirement: 5% of Paved Parking and Vehicular Circulation Area 1 TIE TO EX. GAS SERVICE shall be Landscaped with Trees and Shrubs EX. UA 4 77 FT FILTERRA TO REMAIN RJ ' �'B ADA RAMP ?91 s FDc / / t • \ l 3 TO REMAIN UMANSKY SUBARU OF #960i ( 4r�E1/ Parking Area: 27,040 Square feet FFE CHARLOTTESVILLEI 1 4 f ^i Required: 1,352 Square feet B.02 428.40 EX. SHOWROOM/SERVICE BRICKBGAIYILDING a z • Provided: 12,056 Square feet FFE 428.40 TMP 45-68D4 � aI , - UP (PARKING LOT TREE) TW Screening BRICK PARCEL E M IV 4z239 I WALL Requirement: Parking ares consisting of four spaces or more shall be 6.139AC. 42047 / screened from adjacent residential or rural districts. TIE TO EX. 1 T / -�-� (2J EX. /II \ az -r � d P'"!�Y?5 nae�n, 11ec Provided: Not Applicable ASPHALT LAYERS / r26 �; / �(/ 0 ',urtD Iv FL 0F1 (Lul Iv 00 U.111. EX. UP ( �/' I \-r- v GRATE -DJ EX. MAGNOLIA , I 408.79 RE-ROUTE 6" ACSA WATERLINE / / /O COVERED / 11 I ( 2 G� LK CONC. PATIO (4) EX. CV a a J ' I L29 E S SD H 2 A2 I \ ELEV. 428.40 I -aze - �A24/ + N / jh' I 47Z39 r // ,l 6 S I r TRE�� _ 1CP ) CAS _ l/ \ kTR_F25 E INAGE EAS - NT- EX lJ� �ArEGz b 5� p,\ 6r - PARKIN- b LOT TR€E 416.01 / 415.30 / �o 42507 / SIG \ 42266 CS HH HH 60 1CV N� \ CO 4/6.9B J 416. / F )� 420.23 1 10TREE 477.87 N3103950'W 7 / \ \/ QSB\�f RE2s1 I/ EW AC A 52.00' // l I \ �, / sr TE LINE - / SE ENT, YP. / 111 i o f ASPHAL JX ::E EX. UP GCF .25` W \ �I W /mow I / UP 423.3Q J 423.47 SDMH-e \ PARKI LOT THE \\J / / ; • ) // UP (�,�GRKI A DRT EREA��'VIy1�(�'' W ( W W W w W W W � 74. // _41386 2$� ' D.B. 2727 P. 745PLA \ '27 41 N4500024'W : 4TREEJO EX. MPLEG - G \ G7 G \G G-�- G G G GQ G G G C G 27.93' PKNF / 4TRhE10 EX. �T=f1.• i - 423.83 �% 427.31 \ 42287 _ lV ` 4233 \ \ 1� \ R -RO TEE . / �/ 4 .04 `�� O.. / 414.0y / 41382 I 27REE5 0 f y LP \ ( , ( 1 NTERI RK4 G LO FH CONC ST IRS ASS RVIC AND CAP REA EX. ELM SDMH-EX3 TOP: 42322 � � \ TR 25 OUT: IS" RCP 415.42 (EX2) I i ; I TRE�35 7 \ " \ I T EF25 l _ I (8 R 6 E ) / (3) E . R R TE 6" (3J X. SL�M�-F7 r ; - PKNF r6MAG 422.54'- L - for 30 \ LM A S ATE LINE , EL S SH ED) SF) \ 6MAG�0 \ REPAIR,ASPHAL'2 \ \\ ( R 25 �fTREE25 d79.93 \ / ( 47Z50 / 4/4.4/ / ( 7 SSMH-2 I-� FTELITY \ \ I I / 6T f25 /// 47369 17�, BTkF`25 409.90 1 ) EX. MAGNOLIAS _ INSTALLATION, TYP. / \\ \ �� ASPHALT F $ 39� - - - - - -\ -?0=Q - \ \ AS HALT 07� �SPHALT $ S �- S - - - - - - - y - - - - - - - , N \ C9 SD H-X2--T{--- ---- / ------! _ p-UGE UGE /�UGE UGE - - -� - - -� - 1 S VEPCO ESMT. ' / CO 7 3 4 35 D.B. 767 P. 298 / $ S / MAG 5 _ R=60.00' \ l \ �S $ 10 35 D.B. 3058 P. 667 SDMH-87 471314 � 6�EgN I ��� - A=72.54' �`- r ` S $ $ $ j�, DIP ( \ FT-BI I - - - - - - - - i 4L�99 _ I SD EE7 - w T=47.45' \ \ $ 420.49 i 4F 35 / 4T6. QgM 9H C=68.20' i 20 ACSA' `C S 7 E£5 - 41595 i ' AG 5 - _� S AR7SSEWER "\ 423.05 422.65- 36 �c i 47502 2X6TREE1 412 H C8=N79°3808"W \ ry EASEMENT ��- LPi _, - LR tP \ �- �- DELTA= 69°7678" v SSMH-7 D.B. 2727 P�I-CIS PLAT , - \ i �\ 8MAP25'�� 1 ^� \ C`I' P P�HIB o D.B. 2727 P. 752 _ ( 47316 C �/ 5\ - 479.05 , �-- -UEPC & �j\� �!� \ -ram , I1 I 302.6Gr o � i AP25 7 8MAF30 ` -' i� I CENTR L i<i (;,p ttE-7 �` I )� AGI� ( �(71F \ / - S w _ �� 8 AP25 % it 4XyMA`dN IS . 4426' 0 - 12T 1_ - 6/vAAP 9.8.'S64 . ' 0 P/ i� 52l GE VEPCO AND CENTRAL , r - .2�- �- I� �- I ) 72 3 2 SSSP 7 , "W 75 r ~ 7 / 4TR E1 = C TCB SP 1 TELEP NEEA3DtfEN�\'- N 420.32 P D.B. 13�36 P. 224 IOTREE30 o OHU _pH OHU OHU T-�HU I ,- 0 1F8 I 1541�5gs9W SETBACKNG J S57°39'S " �{�� OHU -� OHU 0 � 7 EX. MAPLES OHU -� OHU OHI P U -� �- PEX�APk4k�u Hu 7700, U OHE 6* OHU Hll O HH HH ( J p N^/' OHU of I EX.MALIA (4) EX. OHU c OHu-U oHu UP m CSW v P ..Q PO TRAFFICCONTROL _ CSW HH EASEMENT O b u D.B. 1402 P. 744 P� a SDMH-EX4 TOP.• 4/4.39 SDMH-EXSTOP: 409.52 N72"RCP409.97 (WEST/U.S. ROUTE2R (S.B.L.J IN.'C(EX4/ OUT: 12RCP 409.91 (EX5) O OUT. 18"RCP405.77(GRATE--7) SE/V1//VOLE TRAIL w VARIABLE WIDTH R/W 0 a waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I I\ NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1, 07.26.21 COUNTY SITE REVIEW COMMENTS revisions LANDSCAPE PLAN sheet title 0 10' 20' 40' Ll 06 O sheet number ED ENDS PAINTED BLUE IN REMOTE All MARKER LOCA71ON MAY BE SUBJECT AS , DEPARTMENT HIGHWAY FINISHED GRADE ADJUSTABLE TRAFFIC RATED VALVE BOX W1 LID l M.J. GATE VALVE IRGtiT:L��!17��i�7 2500 P.S.I. CONCRETE B n 2'x 2' BEARING AREA. THRUST BLOCK d a. c A 4. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 III, I D HP< NUT 1 1 EARTH UNDISTURBED 1SOIL (TYP) ' 1 •.1 �i ��ri>ry 4�r� II,V_ Ilil�ll� VALVE UNDISTURBED I SWI1ON NOT 1. ALL RODS AND FASTENERS SHALL BE GIVEN 1WO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGNNSr UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NITS Fig. W-3C 430 420 410 w 7 390 I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4"MI - INITIAL BACKFILL 4'I UNSTABLE a" a" IS 6" SOIL MIN. MIN. MISTONE N MIN. >- _GRANULAR FILL AS i'c O'< APPROVED BY ACSA ":"' S . ,.,.,I '. CK' � STABLE SOIL OR ROCK' NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 ,e Will i..v///. �\�\min\\\�I � � �♦ �. « ♦ ��%�%��% I� PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. CU.YD. BEND L H T L H T 90 250 2.50 3.01 0.24 4" & 6" 45 200 2.25 280 0.15 2.00 2.25 250 0.15 221/2 1.50 2� 252 0.10 11 1/4 1.50 200 250 0.10 90 3.88 3.18 3.21 0.48 45 2.88 288 277 0.28 e., 221/2 1.66 2.16 269 0.13 3.16 291 266 0.32 11 1/4 1.66 2.18 287 0.13 90 4.83 3.83 3.42 0.63 10" 8t 12" '9'S 3.33 3.56 295 0.43 3.63 4.00 2.83 0.52 221/2 2.33 2.58 2B6 0.24 11 1/4 1.83 2.33 284 0.18 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NDT BE LOCATED WITHIN THE RIGHT OF WAY. = VARIES s• t l l ._. III _ s• _ I I F WATER SEWER G LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER &SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH Dr SEPARATION DF WATER &SEWER SYSTEMS. UTILITIES CTmSSING A WATER OR SEWER EASEMENT SF13ULD BE AT 90• TO THE RIGHT OF WAY. UTILITY LOCATIONS &EASEMENT WIDTHS NTS FIG• W-1 EX. RADE - ---- -----� 3.5'MIN. C VER,TYP. 6" C SS 52 DIP WA ERLINE - - r 1 r 1 r 1 > W H ¢ J � W 3 W E- >¢ w ¢ W U v>�o ax WQ°'^ � � o W 0 � � W WQw 0 ~ V m - 0 - > J ~ = � W m � CO � m � O w�- - W X� N w a w N N t Y jai X �0� � 10 In+nn 1n+an 1n+Rn 1i+qn 11+An »+nn »+an 1q+Rn 1�+qn ui+An WATERLINE 'A' PROFILE SCALE: 1"=20' H; 1"=10' V 430 420 410 390 i 1 J waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I i NOT FOR CONSTRUCTION professional seal ALAI FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions SITE DETAILS sheet title Ll 07 sheet number ell Legend lcb 4CSA Hydrant v AN, / nService, Ownership m hti •, Not In Service, ACSA Owned o- 1083 i Not In Service, Private Ownershi rV In Service, Private Ownership Flow Hydrant t In Service, ACSA Owned /T 1296 �� a� ACSA Fire Line /N WSA Water Main I:n jUtility Type Potable Water Static Residual Hydrant 108i ^O Upaps aWdwea, Ml and II ppmenaose heated M this map are nlenaea forgeneral N Abnoii �/���ry� Wy N and gn,e.lpal r es, prman- sh,,an n roe any are uae ed to p rmnary '—'__/ pla g aedard 1tta1 pury ent: ilre1sy o on the map aa0eliavetlfoE rate fww nrenlasit.6npdy insanalosysnmohangesmaylava Ee iOiatad' me tifNoalmpW.Myaetemi sionMtorgeephy000moun yandshalotparasi®I W E Service Authority imp is pdon, or aver Manes is( 9 m moiler, obaM shelllan Ee ea for me tlesg oGfiatlon, or wnsnaotA Sof imAdina t t 1,lomaforfloW plan aetermnavon. Ca mad NCSA tle 0 Coy sperficttid location¢. 5 Aerial lmagery®commof Comyo Ablega 0 N 180 270 360 y'''"'9•agami PlanvnebipDate Property of CowryafNYemule Feet ncsnstan Nrwoormrr FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From ACSA) Location: Hilton Heights Rd across from Subaru (Hyd #10634) Test Hydrant Elevation: 430 ft. Residual Pressure: 80 psi Static Pressure: 90 psi Flow. 1106 gpm Test Q 20= 3163 gpm HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 8" A Pipe Diameter (in) 8 6 Pipe r'C" Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) 95 1 1 15 Total Pipe Loss 1 2.41 1 1 1.55 PROPOSED HYDRANT INFORMATION (FHA#1) Location: At comer of Subaru Elevation: 430 ft. Residual Losses (ft): 3.96 ft Residual Losses (psi): 1.72 psi Total Residual Pressure: 78 psi Total Static Pressure: 90 psi Proposed 020= 2904 gpm FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From A CSA) \ I i Location: Hilton Heights Rd across from Subaru (Hyd #10834) Test Hydrant Elevation: 430 It. Residual Pressure: 80 psi Static Pressure: 90 psi Flow. 1106 gpm Test Q 20= 3163 gpm HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 87 A Pipe Diameter (in) 8 6 Pipe r'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) I Location: Existing FHA in parking lot behteen Subaru & Honda Elevation: 413,35 ft. Residual Losses (ft): 48.71 ft Residual Losses (psi): 21.09 psi I Total Residual Pressure: 66 psi Total Static Pressure: 97 psi R=60.00' A=80.99' T=48.02' C=74.98' C8=N0602007'W DELTA= 77°2028" DOUBLETREELANE 50'ACCESS EASEMENT �C7T1urYEASEMENT D.B. 763 P. 600, 602 PLAT I I D.B. 767 P. 298 N322006'E N32°2006'E g 20'WATERLINEEASEMENT 29.67' 45.09' D.B. 813 P. 655 N H ep n J_ O _J J -- —�—`� -- — — — —— _�-T e �1 e .- N32 4.91' 584.97' I I II II I ASPHALT �\ y LP I I) LP P x II 0// gT-A3 -- GRATE E7 44453 /587 METAL t /� / F CE LP X � \\ \GATE 44573 l� = POST / I W WALL / I / COVERED / CONCRETE DRIVE / O ELEV.428.30 G G G G(G G G—G G� LT SPHA / — / �_—__� e Os G rn 24' ASPHALT N IS ' �� / / Gi EA\S&4J #ViWAT<-LINE BUILDING ADDITION D.B. 32d6 P. 129 ��? FFE 428.40 I wwv--vh W� CON W FHA # 1 02 \FT G2A (Q20 = 2,904 GPM) \ \ V O I #960-A Q ° MULTILEVEL PARKING GARAGEAND BUILDING CSw 7-4 EXISTING FIRE LANE STRIPING I O s 18,400 SF TYPE 3B BUILDING j wn4v 24 / / FT a2B.,B FIRE -FLOW REQ.= 2,750 GPM o FDC UMANSKY SUBARU OF #960 I Z Q I / I i CHARLOTTESVILLEi r 0 I STORY HH\ I l EX. SHOWROOM/SERVICE BR/CKBUILDING z; O FFE 428.40 TMP 45--68D4 P PARCEL E EM � j o f W LL LP 6.739AC. II / I /k-- I REQUIRED KNOX BOX LOCATION TO BE It II t COORDINATED WITH THE FIRE MARSHAL'S OFFICE j GRATE -DI V ^! I s 408.79 �jl I COVERED CONC. PATIO / I : I ELEV. 428.40 FIRE/RESCUE ACCESS ROUTE I o / (NO PARKING) l c1 75 476.E-G7 SCSW EB y.01 H HH ® G� /SIGN,// 1 �\ / N31 °3930'W 52.00' i� / \ ��, p B LP+ �hV \ �\ \L L I Gil ASPHALT\ \\ WSW'/ D�eAii EEA E'�y�1('i�W W W W W W W W W W W-- ll CTB. 2727 P. 745PLA \ � N,U 0024"W // \ �G \ 2G j G G G G G G G G G G G G G 27,93" PKNF FT-F7 /l �\ V ®WV 422.87 \ \ — — — — — — / — — — — — — J LP PKNfI- \ EX. FHA (EX) (Q20 = 1,808 GPM) ASPHALT S 5--�-- --20'DRAWAG£ — _ _ ASPHALT �- \ ASPHALT $ -- — — — —— — EASEMENT — — ---—---- D.B. 767 P. 298 VEPCO ESMT. \ $ $ S $ / D.B. 305E P. 667 /, GEN R=60,00' $ $ "DIP S 47374 S fral ----—----_ C=68.20' 11 20AC5A' $ STANIIARI$SEWER S CP —\- CB=N79°3808'W \ —�$ LP EASEMENT DELTA= 69°7678" \ D.B. 2727 P. 745 PLAT � i i � LP LP FT -47316 H78 D.B.2721P.152 VEPCO& �� i C\ CENTRALL. GRATE-70.8.564 i ® — wF 409.52 TCB SP 1GE RAL TELEPHON VEFCO ANDCEN ENT 159.27' — S35°/ 151 "W EM _72/5' o"W \ H D.B. 7336 P. 224 "�0 P H SIT — \ 70'PA NIKR G HU OH CHU �OHU OHd OHU CHU CHU CHU OHU O ,am \ CHUfLi-1— OHU _ ® 58591V —� SETBACK ' S57039S4'E CHU 17.00' OHE� OHU � HH HH Osl CHU t� — OHU CHU OHEOHc OHU ORU OHU up #12135 csw ) TRAFFIC CONTROL �r Ylrr• CSW EASEMENT D.B. 1402 P. 144 U.S. ROUTE29 fS.B.L.) SEMINOLE TRAIL VARIABLE WIDTH R/W W 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 / NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1. 07.26.21 COUNTY SITE REVIEW COMMENTS revisions FIRE CIRCULATION EXHIBIT sheet title Ll 08 sheet number Luminaire Schedule Symbol Qty Label Arrangement Description LLF 18 D SINGLE LADE-LED-32L-UNV-DIMl-30-WF-TR6R-SF-HAZ (12.8' MH) 1.000 ® 2 Dl SINGLE LAD4-LED-I4L-UNV-DIMl-30-FL-TR4R-SF-HAZ (12.8' MH) 1.000 6 G SINGLE EXISTING 0.720 7 HS SINGLE EXISTING 0.720 4 J SINGLE EXISTING 0.720 ® 7 SW2 Single SW2-DF-2-AG-AG-80C23A-30-60-00-RP1-4 1.000 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CALCULATIONS Illuminance Fc 3.07 51.6 0.0 N.A. 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ROUT'?yp fS.BoZo) 0.1 0.1 0.0 � o.o . o.o 0.0 0.0 °'0 0.0 SEMWE)LETRAiL o.o * 0.0 0.0 0.0 0.0 0 0.0 0.0 + 0.0 * 01iO4RLABLEWLDTH&O 0.0 + 0.0 0.0 0 0 * 0.0 0.0 + o.0 o.0 0.0 0.0 0.0 0.0 0.o O 0.0 0.1 . 02 - 0.1 Q.1 -Q.� - °2 " - 0.2 * - 0 � - Y + 0.1 .- - - 0.1 � . � _ .1 0 0.2 . 0.2 + - 0 0.0 + ' .3 i 0.4 0.2 . 0.2 0.2 0.2 02 0.2 + 0.3 0.2 " 0. 0.2 0.1 0J 0.2 0 2 0.3 0.3 0.2 0.1 0.0 0.2 SP 0.5 0.1 . 0.5 0.0 0.1 0.5 0.0 + 3 TCB * 0.1 0.7 0.0 + 0.5 * 0.1 0 0. + 0.8 ' 0.3 0.3 .3 + .9 .4 4 0.3 .4 + 0.5 .6 0.5 0.6 .5 + 0.6 0.9 0.4 .4 0.6 . 0.7 .6 .8 0.6 .6 ° .6 0.8 + 0.7 0: 0. 0. + 0. 1.1 0.9 + 0.8 + 1#0 . 1. + 1+4 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 i NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1, 07.26.21 COUNTY SITE REVIEW COMMENTS revisions PHOTOMETRIC PLAN sheet title Ll 09 sheet number ICatalog#: LAD6-LED32L-UNV-DIM1-30-WF-TR6RSH-HAZ Project: UMANSKY SUBARU Prepared By : TYPE D origin's 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 tree 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. •�. Rb'HS Dimmable COMPLIANT ART dmnVlwWn Dimensions r IMr••1 Electrical • High-performance driver features over -voltage, under voltage, short-cimult and over temperature protection. • 0-10 VON dimming (1 % -100%) standard. 1rIM4AmI • 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% Do, • Power factor: >.90 • Input power stays constant over life. r • Compatible with Tdac (forward -phase or leading -edge), ELV (reverse -phase OBEA.N or trailing edge) dimming only at 120 Vac. • Driver can be accessed from below plenum for servicing. Alwnparhk iwll/2•mnlmmidnea • High -efficacy LEDs with integrated circuit board mount directly to an extruded aluminum heatsink to maximize heat dissipation and promote long life. • Remote Emergency Battery (120-277V) field installed is available to meet '7r ItM'm""1 critical life safety lighting requirements. The 90-minute battery provides 7.8watts constant power to the LED system, ensuring code compliance.To calculate light output during emergency mode(EM battery 7.8 watts x LPW of fixture being powered - see spec sheet). Detailed wiring diagram and installation instructions located on website. Thomas Harris & Co, Inc. ISI Industries Inc AXX0 Alliance Rd Cincinnati, OR 45242 • vzvni.wHlndustdescom • 51M 372-3200 • aL51 Industries Inc All Rights Reserved 8505 Bell Creek Road, Suite B Mechanicsville, VA 23116 Photometry (cont.) LAD6-LED-25L-35-WF-TR6R-SF-HAZ Wmenw;333 wool EmtXy 105 Candela Power Dis[ribmlon lay law ler law Cone of Light U. 1917 'IV Illumlranceata Datince 15ss Iar cama&ank ammWMs 1,150 515 fc 7.a' 2.6' M7 P an IW look 5.3' S3' Me w ° 61.2k 7.9 7.g m r a xae foss ta.r n7 m +• flan 22.Ok 3.1' 13.1' s 3 or 1. 1917 3p• law' 153f 8' 158' umw witsissed66b- IV aV W 4P E 014 tt� Holz Sprd:6&6' 6" Recessed Downlight Reflectors LAD6 6" LED Architectural Downlight Zonm Lumen5ummary Mae LUMENS %Powe 0-10 203 8.7% 10.20 532 22.8% 20-30 754 32.3% 30-40 558 23.9% 40-50 218 9.4% 50-60 53 2.3% 60-70 10 0.4% 0.80 4 0.2% 80-90 1 0.0% 90.100 0 0.0% 0-180 2,333 100.0% Candela Table DegnAVenbl Candek 0 2,204 5 2.176 10 2,044 15 1.885 20 1,752 25 1,642 30 1.502 35 B20 40 473 45 27 50 135 55 48 60 18 65 9 70 5 75 3 80 2 85 1 90 0 cam® 0 MOB - Open Reflector TRBRFL - Frosted floating lens TRBBL - Baffle w7 mgmesed logo Self -Flange or Flangeless Flangeless Flangeless HAZ - Haze semi -diffused HAZ- Haze semi -diffused HAZ- Here semi -diffused SPC - Speculxr clear SPC - Smaller clear SPC- specular clear Integrated white mewl trim ring Choice of white or black baf d, Wet Location listed �i TRORWW- Wall wash W E& reflemor TRBB-Baffle TMRL- Regressed lens w/specular clear reflector Self -Flange or Flangeless flangeless Flangeless HAZ - Hen semi -diffused HAZ - Haze semi -diffused reflector HAZ - Haze semi-di0used Choice of white or black baffle Spat - specular clear Wet Location Listed Features & Soecifications (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 thru branch wiring. • Junction box contains (5) 1/2" knockouts with trade pry -out slots and (4) Romex cable clamp knockouts. -Deep collar accommodates ceiling thickness up to 1-1/2' • Plaster frame with collar is designed with 20-gauge tolled 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 t0 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 12911 208V 240V 277V 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 Wattage may differ *10% DELIVERED LUMENS' 27NKCM Soma Cm NOON CCT aMa cm Lumen Pill. aiMamlon Delleared Wmens Efliury astral Lumem Emuery Dtllnmtl amm Emuery OHMnO Lunaw mlr Lw%re 14L Be 1184 Us 1184 Us 1467 Me 1467 1043 14 NF fire no fire 826 14U 1M.3 143Z 1M.3 14 FL 1152 82.3 1152 82.3 1426 1MO 1428 102.0 14 WF ion T7.1 two RA 1337 95.5 1337 953 14 25L Be 20fifi 939 2088 a3.9 25fi0 116.4 25fi0 1164 22 w W17 917 2M7 91.7 24% 113.6 24% 113.6 22 FL 21111 9U 2m1 BOA 2492 1133 2492 11J3 22 WF had 85.8 1M3 OLD 2333 lead 2333 false 22 32L Be 2685 B35 2665 838 M02 103.2 3302 103.2 32 NF 2802 $Is 28D2 81a 322/ 100.8 3229 NOW 32 FL 25M Bit 25W 11.1 3215 more U15 10a5 32 WF 24% 75.9 2429 759 3010 M.1 M10 94.1 32 41L Be 309 81.2 3409 81.2 4224 Idea 4224 1006 42 NF M28 79.2 me 79.2 4123 912 41M 98.2 42 FL NIB 790 3318 790 4112 979 4112 979 42 WF 31m AD 3107 74.0 3849 91.6 3849 91.8 42 'LED Chles sitreeveney updated therefore whils national. Dah'u lured a Hsu Reflector. LSI Industries Inc 10000 Alliance Rd Childru a0, OR 45242 • vzvzw.Isi-Industrwscom • 5W 372-3200 • aLSI Industries Inc All Rights Reserved 03/09/20 Catalog#: LAD4-LED-14L-UNV-DIM1-30-FL-TR4RSH-HAZ Project: uMANSKYSUBARu 1 Prepared By : TYPE D1 origin's 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 t0 the finished ceiling surface. • Minimum CRI of 80. Electrical • High-performance driver features over -voltage, under voltage, short-circuit and over temperature protection. • 0-10 VON dimming (1 % -100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz. • L70 Calculated Life: > 50k Hours projected 0 25eC Der IESNA TM-21-11. -Total harmonic distortion: <20% • Power factor: >.90 • Input power stays constant over life. • Compatible with Tdac (forward -phase or leading -edge), ELV (reverse -phase or trailing edge) dimming only at 120 Vac. • Driver can be accessed from below plenum for servicing. • High -efficacy LEDs with integrated circuit board mount directly to an extruded aluminum heatsink to maximize heat dissipation and promote long life. • Remote Emergency Battery (120-277V) 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 on website. ISI Induatres Inc 10000 Nuance Rd Cincinnati, OR 45242 - www.lei-Industrio scoff J See a�l'(yi RoHS � Inarais DimmableCOMPLiANT amnPioo'm„ Dimensions s IMI.Ynm 7 J al Ammodaba l lR° Mlllp wdam Ail na.M. Thomas Harris & CO, Ins. (513) 372-3200-stud Industries Inc All Rights Reeal 8505 Bell Crock Road, Suite B Mechanicsville, VA 23116 LAD6 6" LED Architectural Downlight Luminaire Ordering Guide TYPICAL ORDER EXAMPLE LAD6 LED 25L UNV DIM1 35 NF TRLumn 6R HAZ FMIii/8He LED Gen Package Veep• Driver CdorTamperWln CRI BeamW LAD6 6"New Conduction' LEO 14L-1400 �y32L 32W 71C 411x1 j 12D277V OIMi Dir l% (01W dimming) a30 6 9500K p- BwnY AOCRI SP-NFSpot - ood Filed [VWtle Rood Reflector Finish iaH-Ponce TIiBR Open Reflector SFHAZ HassemFdHrused Be SPC - SFecuLor clear lileRWW-Wall Weshe SF XAZ-HaaesemFdarused Flapelgos (shlpstandardw/white plastic trim ring) m6R-0pen Reflector HAZ-Hareseml-dllrused,wbke Mmdng SPC- specular dose white trim AN HAz-Race, seen"iff rsed Reflector w/ Frosted Floating tern. w/ integrated metal trim ring (optional trim ring not comparable) M6Rwhite Frosted Floating SPCe Clear Reflettorw/Frosted Lens. w/In[egmttN tens' tern? comparable) white meal [rim ring (optional ring not compatible) metal MIMVVW-Wallwash' HAZ- Hans seml-dNused wall wash reaectoe white trim ring MOBgameHAZ-Haze semi-darused elector Waffl H-White be and white trim ring BL- Black Barre and white trim ring liiBBL- came w/Regressed HAZ-Hazed semi-0IRuzed WH- White baffle and white trim ring 8PC-specular clear BL - clack Dame and white him ring 4ns' HAZ- Here semi-dVNsed reflector w/ specular clear.,., ed lens and wMte trim ring TMRL-Regressed tens' SPC - specular clear reflector w/ specular dear regressed lens and white trim ring Accessary Ordering Information (Amessarbr are laid Inrmhd) Dmdpliw Oder Number WH- While meW Ulm Ong (one mmpdbk WAlM9e bbm) mmm EM- Emergnry Battery 658699 W -27•chmml Mre (pea) zllfim 052-ST churl cook Lair) MOM22 1111-NHlerharla(amm4) 34%% BCM- SusMOMd ording lndaleeon Bad has m 4 channel hers&4TIM do) 234an NOTES: 1. Regressed lens trims are wet location listed. All other trims are rated for damp location. 2. TR6RWW will wash reflector comes with 40° integrated optic; additional beam optics not compatible 3. TR6RR frosted floating lens comes with integrated white metal trim; accessory while mewl trim ring not required) 4. Housing can ship ahead of the light engine and reflector S 90 CRI requires 55 day leaddme & 100 MOO: Consult Factory 6. Rotor to IES Files for Beam Spread. LSI Industries Inc 10000 Alliance Rd Clnclnnotl OR 45242 • www.wi-Irtdu elrlescom • (513) 372-320D • aL51 Industries Inc All Rights Reserved Features & Specifications (cont. Hew 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 cut) 90•C conductors and thm branch wiring. • Junction box contains (5)1/2" knockouts with trade pry -out slots and (4) Romex cable clamp knockouts. -Deep collar accommodates ceiling thickness up to 1-112". • Plaster frame with collar is designed with 20-gauge tolled 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 t0 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 • cErLus Listed to UL 1598 and UL 8750 standards for 25"13 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 Beamcai Dm (Amps)' Lumen Package 120V 208V MV 27N 14L 0.12 0.07 0.DG 0.05 24L 0.18 0.11 0,09 D.oe 'Electrical Data ef 25C (77F}/Actual Watage may differ D EIJVERED LUMEN$• Y7omtCf r a10MOCr ImwLOm Lumen rep, gldnbman nslMnO Lumem E w ad railroad lamm FllluFr tMir laser Filing 4MM Us. Fakery Wallye 14L By 1157 Us h57 826 1414 101.0 1414 fete 14 NF 1147 619 1145 819 1401 fall 101 feel 14 R 1134 81.0 n34 eta 13M No 13M %.0 14 WF 1067 762 Ion 762 13H Bar 13M %1 11 24L Be 2009 913 2006 913 2455 111.6 ME 1116 22 NF fa% 914 Ira BOA 2432 110.5 2432 11o5 4 R.19% 99.5 less see 207 1%.4 24W INA 22 WF IM 8W2 Me 842 2264 102.9 2281 1029 2! D60is oasts c,RR°. Roll d'aleanwmamraanm. sand Wmm wmmaw ZpE LUMFHS MPoOee 0.10 3M 12.2% 10-20 773 31.M 20-30 U75 34.096 WAD Ia n.a% 40.% % 4.0% 50-50 19 08% m-70 4 o2% o-eo z a1% BP% 08% WIN 0 0.0% 0.180 2,492 1010% Photometry LA US 25L-35-SP-TRSe-SF-HRZ mressm w.ro 7u oaoo-lss GMdaPr butn las esisr Gme ta lawn Illums u inametaDkbme a'la IID' (1YWnk WmMVM ses Is to. Is se se sV LAD6 6" LED Architectural Downlight OMNaTatleswaw oemeeon ee 0 11.901 5 10,123 10 5.265 15 2,518 20 1.645 Be 1,3M 30 1.091 35 4n 0128 a es 9l 32 losI. Is a,m a u wa wnspnktaY 55 14 max Ibb.spmdtas 60 6 cone 113 anaala PaawDlsarowm III,, lig IV I s� ConedUght .1, Illumimmm�a Wtalue M ase Cm&amk coo anm Bm,MVN Is x'•w 306k IT' m h k 9 lCa iZk n]k ma ,e m a a wn%mrres ��o•x han,seess.' UD61e6251-35-FL-TR6R-SFJIAZ wmemxAez wwuaza canto ll: UMde PowamMbutbn saoo Igo Ica Isla la CmwaftgM vw '•' nhmim,laraoisrmca cawasfmvemnkIs &amxpN "10 emit zit zr wit N.9k fi.l' eY lar m St.lk e.l' 83' se e se ar so vnk o.xx 2zw 0as Z k zonal Wmen Summary ]ens umsa •Fsmm 0-10 797 31.2% fa% 768 29.9% 20.% fill 23.9% %-10 315 12.3% 4a50 51 2Y; 5a% 14 oS% 6a70 3 0.1% 70-ea 1 am 80-% 1 0.0% 90-100 0 0.0% ales z5m t00.0% Zonal Lumen Summary zoxs unms xrm,m 0.10 445 17.8% 10-20 831 33.2% 20a0 755 30.2% 30,40 an 15.0% 40-50 71 291, 50,60 17 0.7% 60-70 4 0.1% 7080 1 11% 80,90 1 on 90.100 0 a0% a -in 2,499 mO.M recall tame. tea 0 3,271 5 8236 10 3.071 15 2.7% 20 2,315 25 1,812 30 1,115 35 824 Ad 257 As in % 52 m m a WaSpwlS4P 55 18 fa�N lanepealHe' W 7 ISI Industries Inc 19000 Alliance Rd ClncinnaU, OR 45242 • www.IslAndustrwscom • (510t, 372-3200 • s.511nduretries Inc All Rights Reserved 03/OW70 LAD4 4" LED Architectural Downlight Luminaire Ordering Guide TYRCALOHM EXAMPLE: LAD4 LED 24L UNV DIM1 35 NF TR4R HAZ Lumen Fmlboazo LED Gen Package VollaOe Driver Color Temperature CRI Beam DOW ®4°NEWCoIBmwtiwP LED i4L 24W UNV 120-27N OIM7- ire 3�OK Blank BU CRI yE No. Rood p-40o0K RRF'FlWIOe Rood Reflector Finish &H-N•ped TMR Open Reflector BFHAZ Hazeseml-dmused SF SPC- Specular clear 1MflWW-Wall Wash' SFHAZ-Haresem'rdifused Flep•lego Ishlpsandarder/white p ostimim ring) n-OPen RefleRor HAZ-Hrice.mr[Afteedwharstri. ring SPC-Speculardean white trim ring TMRFL- Frosted floating lens' HAZ-Him semi-diFlused Reflectorw/ Frosted Floating Lens, w/ Integrated were, meal trim ring (optional trim ring not mmpatlblel SPC-5pecularClear Reflettarw/ Frosted Flooding Len, w/intagared whole meal trim ring (optional ring not compatlbe) TMRWW-Wall Washz HAZ- Race semFdfused wall wash reflector, white trim ring TR46 Barre HAZ- Haze semFdmused reflector WH -White baffle and white trim drg BLN- Black Barre and wheetdm ring TMBL-Baf rw/Regressed Lens' HAZ-Hazed seml-dmused WN - White bate and white trim drg SPC-specular clear BL8- Black baffle and white trim ring MRL- Regressed Lens' HAZ-Haze samFdmused reflector w/specular clear regressed lens and white trim ring SPC- specular clear reflector w/ specular clear regressed lens and wNbetrim are Accessary Ordering Information (A4 marim amneM inch led Description Order Humber wit-MReeolUkndng(O*.PNwew/ flangdssstrims) 616105 EM- Ememency Battery 658633 C27-2T chnnal ban (pair) M99 C52.5T charnel bars (pair) W522 NB- Nailer, bar Is felt m 4) Meg SCIH- suspended mang teobt nkHhear 04 comes bars &4 TIM clips) 234808 NOTES: 1. Regressed lens trims am wet location listed. All other trims are rated for damp location. 2. Set -flanged TR4RWW wall wash reflector comes with 40° Integrated optic; addmonal beam optics not compatible 3. Flangeless TMRFL frosted floating lens comes with integrated white metal Vim; accessory while remal rem ring rim required 4. Housing can ship ahead of the light engine and reflector 5.90 CRI requires 55 day leadurne & 100 MOO; Consult Factory 6. Refer to BEG Files for Beam spread waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 i NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions LIGHTING DETAILS sheet title ISI Industries Inc 10000 Nuance Rd Cincinnati OR (513) 372-3200 - •LSI Industrious Inc All Rights Reserved 03/09/20 ISI Industries Inc 10000 Nuance Rd Cincinnati. OR 45242 www.wi-Intlua[rleacom.(513)372-3200-sated Industrle; Inc NI Rights Reserved 03/0920 ISI Industries Inc 10000 Allance Rd, anclnnatL OR 45242-v Jai-Induamee.com-1513)372-3200-*LSI Industrlee Inc NI Rights Reserved L I sheet number Photometry lAD41E624L-35-SP-TR4R-SFHAZ wmav Offs In UndeK power Dwdbwm v000 _ Cmea Illuminaaeara OBe l.o aw> ,M laa Gn4Ymk WmNWM coo kat i LAD4 4" LED Architectural Downlight concealable degree-e a onMa 0 11,431 5 Sol 10 5,678 15 3,013 20 1,925 25 1.322 30 523 35 172 40 84 45 54 uae 50 33 ° ro a, m ar u - Wt5pea6t0.P 55 10 Gall xaasl.W6zor 6 0 5 nalk wmeevz Soca 110 UnhhpowernhhlbWm sane CuwafDOM 9m larmwNmKeka Dbbl¢ err cenMbmk mm%wm aam lar too :wa can ' 9® , satesatei, ir ac a w wnsaaae", ■.H Ikiaslaatacr W.. a, saciwIst CndeK PowermMbutlm amo _ CareALNM a� _ Illuminm[eka Para,[e ar)- ,A Gmmammk BamMMlh ''am0 9srn la' le' w- ygpwcll9h a10 IMk ar S3' ,� Snah tltl I.HW Ai AMR B.Aar B8 LW ' ]66h fay' olio , v m a � � vns,a.aans �GaH xmkslawsn.P Zonal Witer5ummary zaxE owes mnct. n10 603 32.7% tom Bob 361 20-30 559 23.2% 3040 129 s.2% 4OSo 43 % 5060 14 0.6% Sol 3 all 7W 1 0.1% Sol 0 0.0% so-tm o o.o% 0-180 2,455 1000% Zonal Lumen5um r, zoxr uwEu anam TO 497 21 tole we an 20.30 710 292% 3040 1% Bull% 40H50 60 2.5% 51 Is Coal eo-m 3 0.1% look 1 On Sol 0 0.0% 90100 0 0.0% o-1m z43z too a% }pool Lumen Summrry 2dlE WMmS ibn Wl 010 359 149% 10-20 864 all zaao 79z 32.8% 30-90 265 11.016 4050 0 35% 501 wm /0 4 O.Ah 0.1% 080 1 0.1% Soso 0 am 90,100 o duo% Ptm 2,107 im.0% Led Industries Inc 10000 Milan. Rd ClncinnaU OH 45242 • www.ai-Industriesoom • (513)=-3200 • olla Industries Inc All Rights Reserved WALLSCONCE STATIC WHITE PERFORMANCE - 3000K - SOFT FOCUS LENS LUMEN PACKAGE WATTAGE 15°OPTIC 25°OPTIC 40°OP1IC so- OPTIC OELVEREO LPw DEDWRFII Liver OEINEREO LPVV OELNERED LPW OOWNLIN Sol 10 813 1 81 1 7" 76 706 be 789 18 MC19A 17 1257 1 74 1 bill 69 IM B 1221 72 No= 21 15m 79 16f8 m 1337 63 1495 71 "1 10 695 69 11 65 AU 60 an 60 "1 17 1070 a 1014 59 937 55 IOW 61 "1 21 1313 62 1235 58 11f0 54 1275 60 %C09A 10 625 62 588 58 Us 54 6" 60 91 17 961 57 90f 53 835 69 9" 55 97C18A 21 1180 56 file 52 1025 fe it" 54 90W11A 16 - - -a 5O 729 l5 825 52 90WIM 16 - - 865 52 767 A 868 66 aPueHT Boc12A^ 10 922 n - - 081 08 919 92 9GClOW 10 793 79 - - 157 76 790 79 97COW 10 Me 71 - - 6" all 7m 71 "NOTE: To determine total performance for up / downlight IUDI fixture, add delivered [omens of Up and Down configurations and divide by total system wattage (20W =19W Up+ low Down]. ° WARM DIM PERFORMANCE - SOFT FOCUS LENS - 40. OPTIC WARM DIM TO MIRROR HALOGEN DIMMING PROFILE 90W13A uOOK-iB00K Fuaun 100% Dimmed bar% Dimmed b7eK monad b50% Dimmed WAD lammed roimf Donned to Pt, CCT Do 3200 31M 3100 me 2700 amid tam Light deeper ILml 767 614 Say 3B3 153 77 15 Power lN9 16 13 11 8 3 1.7 03 EffiaglLPwl 60 6B 68 fe Ae 6B f8 CCT IKI DIMMING % OUTPUTMULTIPLIER CCT CCT SCALE 220DK IConsuUfactory far JAB dkalUi oma 2=K 0.957 3mOK I.OW 35mK 1.019 fWOK 1.030 uOHTIASSFACTOR No Len. 1.05 CGL 1.m Si 1.00 mL C.m FSFL C." F SL 0.83 Photometry (cont.) LAD4R-LED-24L-35-WF-TR4R-SF-HAZ Wmens:2,M4 want ul Efficei Candela Power Distribution Izr Ia las 1M Cone of light s,en0 z,167 'M Illumlmnce at a Distance 1.7ia tar cmm&unk Sam WlaU 633k 2.1 2.1' So P as loY task 43' 43' 0a a M >(IAk G4' 6A' ai3 M' 3a. at,' a3' en # as 1,3W 25.3A, of Ia.T air ea 2167 a• 17b1 B' 12% aA` - VIP IP ID' lY p' 99L$p,ea6'S63 ■aH xw.slxrdsar 4" Recessed Downlight Reflectors LAD4 4' LED Architectural Downlight Zonal Lumen Summary ZONE LUMMS % Mae a 0-10 237 10.5% 10-20 617 27.2% 20-30 722 31.9% 30-40 405 17.9% 40-50 219 9.7% 50-60 53 2.3% 60-70 9 0.4% 70-80 2 0.7% 80-90 a 0.0% 90-100 0 0.0% 0-180 2,264 100.0% Candela Table De9rteVertkel Cadet, 0 3,826 5 3.844 10 3,654 15 3,182 20 2,513 25 1,770 30 852 35 391 40 206 45 104 50 45 55 17 60 6 65 3 70 2 75 1 80 1 85 0 90 0 ei ® 1 TR4R - Open Reflector T1MRFL - Finaled floating Iona TR40L - Baffle all agreeing lane Seff-Flange or Flangeless Flangeless Flangeless HAZ- Haze semi -diffused HAZ - Haze semi -diffused HAZ- Haze semi -di fused SPC- Specular cleat EPIC - Specular clear SPC - Specular clear Integrated while metal trim ring Choice of white or black baffle Wet Locagon listed A If TR4RWW-Wall rash w/Kick reflodar TR4B-BaBM TB/RL- ReOmaed lam w/specular clear reflector Sell -Flange or Flangelk Flangeless Flangeless 14AZ-Him semi -diffused HAZ - Haze semi -diffused reflector HAZ - Haze semi -diffused Choice of white or black baffle SPC- Specular clear Wet Lomffon Listed 030920 Led Industries Inc 1xx00 Alliance Rd Cincinnati, OH A5242 • www.ISFlndustrlesCom • CM=-3200 • also Industries Inc All Rights Reserved WARM DIM TO MIRROR INCANDESCENT DIMMING PROFILE 9OW11A moo SOCK Ful im% Oimmetl 1.20'15 Claimed cold% Dimmed tat% Cm OU 2700 21m 1950 Iwo D9htQrtputlLml 729 7D�t 146 73 14 Po earM9 16 3 1.7 0AERKary ILPM 65 45 45 A5 CCT IN) DIMMING % WALLSCONCE CYLINDER ® LUMINAIRE Machined aluminum bodywith integrated heat sink and LED; power supply may be integral or remote mount. ® LOWER OPTIC Proprietary optics available in 15°, 25°, 40° & 60a beams. ® LOWER EFFECTS DEVICES Cylinder baffle tens assembly can accept 1 Lens sealed in place. Soft focus tens included as standard for tens. Suction tool provided for removal of baffle tens assembly. ® UPPER EFFECTS DEVICES Cylinder assembly can accept 1 Lens sealed in place. Diffusion Lens included as standard for tens. Q UPPER OPTIC Proprietary field -changeable optics available in 15a, 40° & 60- beams. MOUNTING Q MOUNTING PLATE Mounting plate Iconceatedl with factory supplied hidden screws after wall is fully finished. Single - gang junction box required for mounting. Fixture to mount flush with minimalist transition to wall. REMOTE POWER SUPPLY O PS-RMT Remote power supply provides additional driver options. Consult installation guide for maximum allowable secondary run lengths between PS-RMT and fixture. Must be installed in an accessible Location. DIMENSIONS / DRAWINGS CYLINDER O9mm i 9mm1 I7IIIT I 6.70" 1170m 1) � I I 4 1102m2mm1 SQUILINDER 3.13' [79mm15 . 6.70" 1170m 1 T WALL SCONCIF PROJECT NAME: TYPE: uMANSMANSKvsueARu swz CYLINDER & SQUILINDER° i i Exceptional adaptability and performance in classic and modern - silhouettes that mount seamlessly and invisibly to the wall ORDERING INFORMATION JAB-2019 INDICATED BY SHADING(, SHAPE TYPE RATING BOON, BAFFLE WMEN OCT LOWER UPPER DRIVER LOWER UPPER FINISH FINISH PACKAGE OPTIC OPTIC LENS LENS SW2 OF 2 AG AG SOC23A 30 60 00 RP7 4 CW2 Ctinder OF Dow l'gM 2 Wet WH White WIN White - DOWNLIGHT IDFI 22 VOW 15 S' D OF Only' DOWNLI6HrlDF) 3 Clear Glass 9 Diffusion Lens' SW2 Squdimd UD Up/Do6n0ght (IP65 OK Black BIT Black - STATICWHITE .Mat, :aAaaamr 25 25° s',a.'wh Wfmoml INTEGRAL Lens' 'Ixwmibl9aM 11f dadwau) among AB ArthHatuml AB A3chkedumt MC17A BD+CRlL DaWemd Lumem-700 mall 40 40' Pit 120V,1% lwrmokr0 BMW Broome NCI9A BO+CRIDegwred Lumem-1092 27 2700K D 60° ELV/TRIAC Sell LEAVE BLANK FOR ODWNUGHTIDFI SellSlwr Satin SitarBkCRI,Delnered Lumem-1337 3000K or 120.277V, 1% Lens AU Cashmere AU Cashmere MC10A 90.CRIDebroodumem-604 35 3500K 0-IOVAnatog 5 Frosted GUg Gold Gold WBA 90.CRLDeatoodLumero-937 40 4DOOK Loganthmic ens BB BumtBmme BB Buml&anze 90CM g4+CRI,DeOlaedLunere-1140 REMOTE 112W1 OF Custom Finish OF Custom Finish' 91 97+ CRI, Dai pumem-543 TR2 P, ps,2%Leadingl 6 FromedSoft NwlwmwhM •Iw hwft"l 97C14A W.CRIDeBKediumeni TlaiingRria' Focus Lens 9/CI&197.CRIDeerelLumem-1025 "mimeenctW 9A ]Frosted linear Spread Lens' DOWNLIGHT IDFI 25 2F 00 DF Only' UP/DOWNUBHTIUDI IMYmIhwM WARM DIM 60° MN9ubweal40 INTEGRAL SpwimNl 9UW1A90+CRLDettered umens-864 WLZRO(- 60 60° W 6Mnl 042 120-277y Ipandesmmpmhle low 0-I9VAnatog __--- -- -_---- Loganthmic 9N1'13A WlCR, Del erect Lumens -BBB WD 3200K- CE2120V Electronic HalogenPi 1800K ELVFonvard/ SEE PAGE 3FOR DETAILED WARM DIM Reverse Phase PROFILE COMPARISON. UP/OOWNLIGHT IUDI 22 2200K' 15 15° 15 15' DOWNUGHTIDFI& 'lank UP/DOWNLIGHTIUDI $TATICWHITE may 25 2V 40 40° REMOTE 112OVI 9OC2A B& CRI, 1200Source Lumens (INlisered-1,5371 wout 40 40° 60 60' U3 Lutron,Hi-Lume 27 figK 60 60* I%2-Lure 90CIOA 90.CRI, 10005ource Lumem (Del ivoted -1.3611 30 3DOOK REMOTE 020.277W 91 97. CAI, 900 Source Lumere 35 350r 0H Ull Llmmn, Hi-Lumt (Delivered-1,2201 M Emsystem f0 d000K AN4 Biakilenium I%0-ICV, LOG 'ALL 24 DELIVERED ER OUTPUTS AND T24 COMPLIANCE REFLECT EA2 eabLE050-0i 3000RPAIRED WITH 40- OPTIC AND 01%0-1W, LOG SOFT FOCUS LENS. REFERENCE PAGE 3 E01 euddLEDOI%DA,SOLIkme COMPLIANT CONFIGURATIONS. IO COMPLIAOR NT CONFIONALGURATIONS. 0.1%QAU, LOG SPECIFICATION NOTES • WELL Sconce (ex.) CW2-DF2-WH8K-90C20A2-30-RP1-40 M7il IBKI Val WGI (ALL feel Wall Sconce (ex.) SW2-UD2-WHBK-80C12A2-33-RMT-49 White Black AmhiN•mlmLBmue Sa6nSeVer CashmereGaM BumtBmnze • Up / Downlight IUD) fixtures require two remote drivers Povdercok Pawdercoai Powdercaid Pw.der-Coat Powder Coat PowderCast . Remote drivers) ships as (ex.) PS-RMT-80C12A-1 L23 L_UOFER® ludfertighttng.com 02021 Lul Lighting Company [PH].1-210-227-7329 pg.1 As an of it, policy of continuous raxi and product development, Me company WAIT +1-210-227-4967 LIGFITING COMPANY reserves the right to change arwithdrew specifications without prior natire. 11hamas Barris&Ca., Loa O ,ro I DATE OF REV: 050420211 9505 Bell ChecksRoad, SolidB Mechaa ownfle, VA 23116 0.70' 0.21" O'^. D.70' 0.21' (18mml F (5mml 118mm) F 15mm) r 1 LPJ OPS-RMT weight -1.401bs 0� Lim 1 6.60" 1167ral (813.20" mm1 I 4.00" 1102mm) ` Single -gang junction box provided by others WALLSCONCE TECHNICAL CONSTRUCTION Cylinder/ Sob Iibeat ; Machined aluminum body; extruded aluminum internal heat -sink; painted finishes are granulated powder coat. Remote Power Soon ty: 22 Gauge galvanized steel. STATIC WHITE LED' 2-step MacAdam ellipse LED module available in 80+, 90+and 97+CRI configurations in colortem eratures of 2200K 2700K 3000 3500K and 9 P K 4000K. Average rated lam life: 50rs a00 boom. LED and driver assemblies P arefield-replaceable. WARM DIM LED; 3-step MacAdam ellipse warm dim LED module available in 90. CRI configuration. 3200K or 2700K at full brightness, warming to 1800K at full dim. Average rated Lamp life of 11,111 hours. LED and driver assemblies arefield-replaceable. POWER SUPPLY PERFORMANCE AND DIMMING INFORMATION Pw.e'sept7Azn D12lal% Kirundi -XT CT OT -MT -20TKohl AT AT AT AT AT AT AT AT AT Ifirmi % 2G6 IBM im III% a1% Note: For TR2, L23, LHi, AN4 and EA2 drivers consult chart on page 6 to confirm appropriate dimming curve for compatibility with selected control. MOUNTING Cylinder is supplied with a mounting adaptor plate providing a minimalist transition accommodating wall thicknesses of 0.44" (7/16", 12mm1 to 0.75" (3/4", 19mm1. OPERATING TEMPERATURE Down Light: 104"F (401 LISTING cTUVus Listed to UL1598 standard for Dry/ Damp and Wet OP651 Locations. Title 24 JAB-2019 Listed. WARRANTY Manufacturer's 1-year warranty guarantees product(sl 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 due. 10-year Lutron Advantage limited warranty available 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. CHANGE LOG 1.9/19/2019: WALL SCONCE NOW AVAILABLE IN UP / DOWNLIGHT CONFIGURATION. 2.9/19/2019: NEW CONSOLIDATED SPEC SHEET WITH SINGLE NOMENCLATURE FOR SPECIFICATION. 3.11/19/2019: UPDATED 90C16A LUMEN PACKAGE TO 90C15A. 4.3/31/2020: UPDATED SQUILINDER RBA PART NUMBERS. 5.01/12/2021: ADDED 2200K 270OK-1800K WARM DIM OFFERINGS. 6.05/04/2021: REMOVED EMS OFFERINGS. WALLSCONCE ACCESSORIES CYLINDER ALTERNATE BAFFLE AND EFFECTS DEVICE Includes baffle with seated lens. Must specify baffle finish. ❑ RBA-CY2-•'-CGL Clear Glass Lens' 'INMamilablef lrWarm Dim) ❑ RBA-CY2-'•-SFL Soft Focus Lens ❑ RBA-CY2-••-FGL Frosted Glass Lens ❑ RBA-CY2-eY-FSFL Frosted Soft Focus Lens ❑ RBA-CY2-••-FLSL Frosted Linear Spread Lens --Baffle finish: Specify WN far white, BK for black, AG for satin silver, AS for architectural bronze, AU for cashmere gold, or BB for burnt bronze. LOWER REPLACEMENT OPTIC ❑ RO-70-15-1 15° optic ❑ RO-70-25-1 25- optic ❑ RO-70-40-1 40° optic ❑ RO-70-60-1 60° optic REPLACEMENT SUCTION TOOL Included with each order 11 per 10 fixturesl. ❑ CY-SO-TOOL-SUCTION Baffle assembly removal tool SQUILINDER ALTERNATE BAFFLE AND EFFECTS DEVICE Includes baffle with seated tens. Must specify baffle finish. ❑ RBA-502-'•-CGL-2 Clear Glass Lens' -(Not available for Warm Dim) ❑ RBA-S02-'•-SFL-2 Soft Focus Lens ❑ RBA-SQ2--"-FGL-2 Frosted Glass Lens ❑ RBA-S02-•'-FSFL-2 Frosted Soft Focus Lens '• Baffle finish: Specify WH for white, BK for black, AO for satin silver, AS for arohitecturel bronze, AU for cashmere gold, Orgill for burnt bronze. UPPER REPLACEMENT OPTIC ❑ RO-50-15-1 15° optic ❑ RO-50-40-1 40° optic ❑ RO-50-60-1 60° optic LUOFER® tuclferUghting.com 02021 Luciferg Lighting Company [PH].1-210-227-7329 pi As Pan of as policy M continuous research and product devetopmem, the company [FAX(+1-210-227-4967 LIGFITINGC *APANY reserves the debt to change or find. spedficalux. without priarnatice. [DATE OF REV: 050420211 WALLSCONCE DIMMING COMPATIBILITY PHILIPS DRIVER COMPATIBILITY Pewersuppo TR2 FamityModelA Lutron Electronics of 600P Lutron Electronics DVELV-303P Lutron Electronics NTEW-600 Lutron Electronics MAELV-600 Lutron Electronics SELV-300P Lutron Electronics DVLV-690P Lutron Electronics NFTU-5A Lutron Electronics CTCL-153P Lutron Electronics GL-600H Lutron Electronics S-60OP Lutron Electronics PHPM Power supply AN4 Family/ModetIf Lutron Electronics DVTV plus PP -DV Lutron Electronics DVSCTV plus PP-0V Lutron Electronics DVSN Lutron Electronics DVSCSTV Lutron Electronics QSGRJ-XP plus GRX-PA Lutron Electronics QSGRJ-XE plus GRX-NI Lutron Electronics QSGR-XE plus GRX-TVI Lutron Electronics NFTV plus Pici Lutron Electronics NTSTV Lutron Electronics RMJ-5T Lutron Electronics RMJS-8T Lutron Electronics FCJS-010 Leviton Ilto aTch IP7 series Philips Sunrise -SR1200ZTUNV LUTRON Power supply L23 Part No. Maestro WirelessR 600 W dimmer MRF2-6N0-120- MaestroWini 10a0 W dimmer 14RF2-lOND-120- Cas6ta0 Wireless Pm 1000 W dimmer PD-lONXO- GRAFIKTor CLO dimmer GT-25OM- GTJ-250M- HomeWorks®OS adaptive dimmer HQRO-6NA- HomeWorks® OS 600 W dimmer HORD-61,10- HomeWorki OS 1000 W tlimmer HORD-IOND- RadioRA®ladaptive dimmer RRD-6NA- Radii 21000 W tlimmer RRD-10ND myRoom11 DIN power module MQSE-4A7-D HomeWorksO OS DIN power module LASE-4A1-D HomeWorial OS walWox power module HORJ-WPM-6D-120 HomeWorkal xallbox power module HIM WPM-60-120 GRARK Eye®US central unit QSGR-,Gel GRAFIK EyeOD 3000 control unit GRX-3100- GRX-3500- RPM-4U module III HomeWol OS, GRAFIKSsterni Quantuni HW-RPM-4U-120 LP-RPM-4U-120 RPM-4A module ILCP, HemeWorks4e 05. GRAFIK SystemsTM, Quantum@] "W-RPM-4A-120, LP-RPM-4A-120 GP dimming panels Various Anadni CL 25OW dimmer AYCL-253P- Diva CL250'Ndimmer DVCL-253P DCSCCL-253P- Neva T CL 25OW dimmer NTCL-250- Power supply LH7 Part No. PovPek Dimming Modules RMJ-ECO32-DV-B PowPak Dimming Modules FCJ/FCJS-ECO Eneggi Savr Nodes QSN-IEC0-5 GRARK Eye US Control unit Home vorks US Controt unit pSN-2EC0-5 GRAFIK Eye ITS control una Homeworal Us control unit QSGRJ-_E Iwirelessl QSGR-_E Quantum Hub QP2-__2C Quantum Hub QP2-__4C Quantum Hub QP2-6C Quantum Hub QP2- BC Homeworks05 powermodule myRoom Plus aver module LQ5E-2ECO-D eldoLED Power supply EA2 Family/ModetAl Busch -Jaeger 2112U-101 Jung 240-10 Lawton Lighting Controls 9 9 IP7ID-0Lx Li9 htolier Controls ZPSOGFAM120 Lutron Electronics Nova TO -NTFN Lutron Electronics Dr.@ - DV V Lutron Electronics Nova®-NFN Merten 5729 Pass &Seymour CD4FB-W The Watt Stopper Di Sensor Snitch MO EZ Synergy ISO BC Lutron Electronics Ora ixEyei GRX-NI w GRX3503 Lutron Electronics Energy Savr Nodei-DSN-4T16-S Lutron Electronics TVM2 Module Crestron0 GLX-DIMFLV8 CrestroO® GLXP-0IMFLV8 Crestron@ GLPAC-DIMFLV4-• Crestron® GLPAC-0IMFLV8-• Crestron® GLPP-DIMFLVEX-PM Crestron® GLPP-IDIMFLV2EX-PM Crestron® GLPP-1DIMFLV3EX-PM Crestron® DIN-A08 Crestron® DIN-4DIMFLV4 Crestri CLS-EAP-DIMFLV Crestron0 CLCI-10IMFLV2EX ABB SD/S 2.16.1 waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 i NOT FOR CONSTRUCTION professional seal ALAN FRANKLIN project manager project team UMANSKY SUBARU OF CHARLOTTESVILLE project name UMANSKY AUTO GROUP client 960 HILTON HEIGHTS ROAD CHARLOTTESVILLE, VA 22901 project address project number MAJOR SITE PLAN AMENDMENT project phase MAY 10, 2021 issue date 1.07.26.21 COUNTY SITE REVIEW COMMENTS revisions ® IuciferUghting.com L_UOFER 02021 Lucifer• UgMing Company [PH]+1-210-227-7329 pg.3 ® luciferUghting.com L_UOFER 02021 Lucifer• Lighting Company [PH]+1-210-227-7329 pg.4 0 luc'derUghting.com LUII�FER 02021 Luc'der• Lighting Company [PH]+1-210-227-7329 pg.5 ® luc'derUghting.com LU1I.1FER 02021 Lucifer" UgMing Company [PH]+1-210-227-7329 pg.6 LIGHTING C.ONri4NV As part flits Policy of contnuous research and product development, the company [FAX(+1-210-227-4967 reserves the right to change or withdrew specifiationswi[hoot prior notice. LIGFiTIN0 COMIMNY As part 0 as polity of continuous research and product development, the company [FAIT+1-210-227-4967 reserves the rigMto change arwi[hdrew spacifiw0onswiMoee prior notice. LIGFiTINO[�faTANV As part 0Rs I' of continuous research and induct owelo t,the cow pa perry p pmen parry [TAXI+1-loll-227-4967 reserves the tight to change arwithdrew spacifiaUonswi[hoot prior notice. LIGHTING CAp9PP6P1V pa po ry p pmen company [FAX(+1-210-227-4967 re part r Whangewusresem specs roionsv4vwa r,Meam reserves the tight to change wwi[hdraw specifiationswi[hoot prior notice. LIGHTING DETAILS [DATE OF REV: 050420211 [DATE OF REV: 050420211 [DATE OF REV: 0SU20211 [DATE OF REV: 05042021] sheet title sheet number