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HomeMy WebLinkAboutARB202100096 Plan - Submittal (First) 2021-07-26VICINITY MAP: 111 = 1,000' SOLTh,FO /' LO O'GROUNOS RD OCHRIDGE LN 659 SITE P SOUTHFORK RIVANN9 �ORF RIVER%RESERVOIR 6 p� POPS 29 co 0 =oJ 0 Dq 854 � c p- OO�eR�y� O'1'MER�RD EASTBRO' Ok�R 2�0 a''kDR 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 TER TO BE REMOVED EX. EXISTING SITE ELEMENT TO BE REMOVED \ 1 TREE TO BE REMOVED - x UTILITY LINE TO BE REMOVED NEffluff OTTESVI LLE ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP 2021-00047) MAY 10, 2021 FINAL APPROVAL: SITE DATA DEVELOPER: UMANSKY AUTOGROUP CONTACT: MIKE TIERNEY PROPERTY OWNER: UMANSKY PROPERTIES TOC, LLC 2611 RIDGEWAY ROAD MEMPHIS, TN 38119 TAX MAP / PARCEL #: 45-68D4 PROPERTY ADDRESS: 960 HILTON HEIGHTS ROAD PROPERTY SIZE: 6.161 ACRES ZONING: HC - HIGHWAY COMMERCIAL W/ SPECIAL PERMIT FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46)& SPECIAL PERMIT FOR STRUCTURED PARKING (SP2002-65) ZONING OVERLAY DISTRICTS: ENTRANCE CORRIDOR; AIRPORT IMPACT AREA; STEEP SLOPES - MANAGED MAGISTERIAL: RIO COMPREHENSIVE PLAN: NEIGHBORHOOD 2 - PLACES 29 PROPOSED USE: AUTO CAR DEALERSHIP DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: NO AIRPORT IMPACT AREA: YES ENTRANCE CORRIDOR: YES TOTAL # OF UNITS / DENSITY: N/A DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: NONE SPECIAL EXCEPTIONS: NONE SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417 MARCH 30, 2021 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: SURVEY CONTROL POINT T-77000, PK NAIL FOUND AT BACK OF WALK AT THE INTERSECTION OF U.S. ROUTE 29 AND HILTON HEIGHTS RD. ELEVATION 423.18 MISS UTILITY TICKET NUMBER: B108101800-00B LAND -USE BREAKDOWN: LAND -USE SF AC BUILDINGS: 73,385 1.685 27% PAVED AREA: 117,512 2.698 44% PERVIOUS/OPEN AREA: 77,476 1.779 29% TOTAL SITE ACREAGE: 268,373 6.161 100% TOTAL SITE IMPERVIOUS AREA = 190,897 SF BUILDING SQUARE FOOTAGE: 67,700 SF EXISTING + 5,685 SF PROPOSED = 73,385 SF TOTAL SETBACKS: 10' MINIMUM FRONT BUILDING SETBACK 0' SIDE AND REAR SETBACK ADJACENT TO COMMERCIAL MAX. HEIGHT OF STRUCTURE: 65ALLOWED BY CODE (15' STEPBACK REQUIRED FOR EACH STORY OVER 40') TALLEST EXISTING STRUCTURE = 49' NUMBER OF EMPLOYEES: 58 SERVICE EMPLOYEES RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: OVERFLOW SPACES FOR PARCEL 68133: 80 SPACES 61,251 SF VEHICLE DISPLAY PARKING / 1500: 41 SPACES 44 SERVICE BAYS @ 2 SPACES/BAY: 88 SPACES 58 SERVICE EMPLOYEES @ 1 SPACEIEMPLOYEE: 58 SPACES PARKING SPACES REQUIRED: 267 SPACES PARKING PROVIDED: 269 PARKING SPACES PROVIDED SITE NOTES: THE PROJECT PROPOSES EXPANSION OF THE SUBARU SALES/SERVICE BUILDING INTO THE PARKING/DISPLAY AREA TO THE WEST OF THE EXISTING BUILDING. 1. NO PORTION OF THE PROPERTY IS WITHIN THE 100-YEAR FLOODPLAIN. 2. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. 3. TRASH AND WASTE IS STORED AND COLLECTED IN DESIGNATED DUMPSTER LOCATIONS ON SITE. 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 5. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. SHEET INDEX SHEET # SHEET NAME L100 COVER SHEET Ll 01 NOTES L102 EXISTING OVERALL SITE PLAN L103 EXISTING CONDITIONS L104 LAYOUT PLAN L105 GRADING & UTILITY PLAN L106 LANDSCAPE PLAN L107 SITE DETAILS APPROVALS: PLANNING/ZONING BUILDING OFFICIAL SPECIAL PERMIT CONDITIONS (APPROVED ON 04/16/2003 FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES). 3. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED FOR DISPLAY SHOWN ON ATTACHED DAGGETT & GRIGG PLANS FOR BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 4. REDUCE THE AMOUNT OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL REVIEW BOARD. 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE PHASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW FOR TRUE CLUSTERING OF TREES. CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EVERGREENS; AND 6. IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS WITH PHASE 2. FOR STRUCTURED PARKING (SP2002-65) 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15, 2003, SITE PLAN, DATED MARCH 20, 2003, AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 2. MATERIALS FOR THE PARKING DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT LANES SHALL MATCH SHOWROOM MATERIALS. PAINTED AND RAW CONCRETE IS NOT APPROPRIATE. 3. THE DESIGN OF THE BUILDING SHALL BE REVISED SO THAT PARKED VEHICLES WILL NOT BE VISIBLE ON THE ROOFTOPS OF THE STRUCTURES OVER THE SERVICE EXIT LANES. 4. PROVIDE AN INFORMAL PLANTING OF MIXED EVERGREEN TREES ALONG THE NORTH SIDE OF THE PHASE 1 BUILDING. 5. FUTURE REDUCE THE IMPACTS OF LIGHTING, INCLUDING THE ROOFTOP POLE LIGHTS AND WALL MOUNTED LIGHTS ABOVE THE SHOWROOM. 6. THE DESIGN OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE 1 BUILDING, AS DETERMINED BY THE ARB; AND 7. ADJUST THE PARKING SCHEDULE TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, AS DESCRIBED IN THE MEMORANDUM, DATED MARCH 18, 2003. waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 TH OF .v CO f r� Alan G. Franklin Lic. No. 35326 y .O MAY 10, 2021 ONAL ��~ 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 STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16WHERE A Z OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A S X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12' x 25WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM I O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES w a t e r s t r e e t s t u d i o 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING landscape architecture i civil engineering THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 418 E Main Street 434.295.8177 Charlottesville, VA 22902 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). / \ 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. \ 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED 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. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. U M A N S KY S U BA R U 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. OF C H A R LOTT ES V I L L E 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE project name ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION U MANSKY AUTO GROUP OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. client 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 960 H ILTON HEIGHTS ROAD 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG CHARLOTTESVILLE, VA 22901 POINTS AS SHOWN ON THE ROAD PROFILES. project address 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT 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 h oil . . . .. . . . . . . . . .. . . . - - - - - - - - - - - Is 4 - I milli. .... . . .. . ..... ... All . . . . . . . TO DO U3L E TRE2 man .......... .......... ...... .......... HOTEL MOM-------- gift I V W4- j4-- W.— f Jay---- ---- --- — y" W N7 w 2 0—(JAL E �—R —A 6 - - ---- -- W--- — , -- W -- -- ----- low \(50 FT. ACCEZ ASEMENTI own DB. 70498) N MAW was t 0 7 ilft 'wal 9i s, 14. ; 12 M1 A—P. 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W,) fl.s ............... ....... .......... ......... waterstreetstudio landscape architecture I civil engineering 418EMainStreet 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 ime date 1, 07,26.21 COUNTY SITE REVIEW COMMENTS revisions EXISTING OVERALL SITE PLAN sheet title 0 15' 30' 60' Ll 02 sheet number R=60.00' A=80.99' T=48.02' C=74.98' CB=N06°20'07"W DELTA= 77°20'28" N32.20'06"E 29.67' TOP:435.99 12" PIPE 435.85 IWEST) N32°20'06"E 45.09' DOUBLETREE LANE 50' ACCESS EASEMENT AND UTRRP-EASEMERT- D.B. 763 P. 600, 602 PLAT D.B. 761 P. 298 445,86 447.88 t 20' WATERLINE EASEMENT D.B. 813 P. 655 SDMH-A5 446.66 ----------------------- 432.13 8MAG 6 •.• • +433.64. 3X BTREEI5 `-_ -�!_ LP--_�____��_____�-� B� S_�__ _` \ _____ _ v �`_�.�_� L `______• ` �•1801('K36 0.50 _��_ �- -� \-BTAEE� 12EVGRZ6 _ . -Y"- - r "a 'i'- L / • ' - :.. •- ' 43 87 - - - - ._ - - - .436^ �4 N. �438 • ` GR 1� `RS EVQR eW` 1,81 \ 1- � 44- 3 1S T A3 / • _ E TW _ GRATE' \ TREE15 12Q{1K30� _ -. 5' \ 10EV 5 \ 8 2�•/ eW a4 •12EVGR26J K 4445 3X BTREE 3 • / • - TW TREE25 - - METAL440- T 43os7 430.�- - - - - - - - - .,. BMA 26 - - - 10EVOR - 434- - _ a 39 90 FENCE 439.5� i 1441. �s_- 3 m 12 GR25 \�, O 26 TW EV \ LP - _ _ �Ol`v R26 ^43+13 _� -Y-,K X _ ._�__ K _�X �x �I 8W 7 - - - w yew - 0 2 •----------J---- -i T-El G BW a3 1 GATE '�/ 434.23 i I 446.13 �.-- __-__ 432.59 ..432A7 '� • -,-\ LP ' _ T-81532 - POST S • 8MA 25 i. \ 431.08 : �. '. i' w ' 429:82 BLO. +. '.FFE........... :.':...-.-... 8 G25 \ ."r w $ .'433.42: ;•::.; ; .'.:':.':.'::: 432 S • ® \\ I :• }. 8MAG26 431.76 .. '.. • : .'-t • 17 �.' 430.37 '- 6TREE2 431. 0 .G T-1911302 / . L .' - .. 431.02 - 4,30.31LP \ - .. ../ - - A eoduaA.r ': .r430� �.� ., 429.88' 429.24 GNI '.,4TREE20 .-.. -.. -.. TW THIS TOPOGRAPHIC MAP WAS PREPARED FOR: UMANSKY PROPERTIES HOC, LLC THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. TMP 45-68D4 IS ZONED: HIGHWAY COMMERCIAL TMP 45-68D4 IS IN THE RIO MAGISTERIAL DISTRICT THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. MAP 510006 0280 D DATED: FEBRUARY 4,2005 THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 30, 2021: AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. I HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MISS UTILITY TICKET FOR THIS PROJECT: B108101800-00B LEGEND AC = AIR CONDITIONER BW = BOTTOM OF WALL CM = CREPE MYRTLE TREE CMP = CORRUGATED METAL PIPE CSW = CONCRETE SIDEWALK DIP = DUCTILE IRON PIPE EB = ELECTRIC BOX EVGR = EVERGREEN TREE FH = FIRE HYDRANT FFE = FINISHED FLOOR ELEVATION FT = FILTERRA GV = GAS VALVE GM = GAS METER HDPE = HIGH DENSITY POLYETHYLENE HH = HAND HOLD HOL = HOLLY TREE IF = IRON FOUND LP LIGHT POLE MAG = MAGNOLIA TREE MAP = MAPLE TREE MNS = MAG NAIL SET OHC = OVERHEAD COMMUNICATION OHE = OVERHEAD ELECTRIC OAK = OAK TREE PVC = POLYVINYL CHLORIDE PIPE PE = POLYETHYLENE PKNF = P-K NAIL FOUND SP = SIGNAL POLE SSMH = SANITARY MANHOLE SDMH = STORM DRAIN MANHOLE TW = TOP OF WALL TCB = TRAFFIC CONTROL BOLLARD TOE = TRAFFIC CONTROL EQUIPMENT WM = WATER METER WV = WATER VALVE WMV = WATER METER VAULT 12TREE25 = 12" TREE 25' CROWN SPREAD a420.80 = SPOT ELEVATION = BUSH 1 = GUY WIRE ® = SIGN ® = PIPE BOLLARD = GAS LINE ELECTRIC LINE SEWER LINE 1 = STORM DRAINAGE LINE ---W, = OVERHEAD UTILITY W WATERLINE -xx- = FENCE LINE N31°39'50"W� 52.00' CO N45000'24"W 21.93' � SDMH-EX3 TOP: 423.22 ' II", OUT: 15" RCP 415.42 (EX2) T-770ld -8MAG_ 422.54 ,o: t3o .- - - 423.18 / / `,,`.` �6MAG30 \•) 422.37. •'!• ._ BTREE26 BTREE26 ) 410:93 417.50 -:414A41 ' ''7: �-T .- • I SSMH-2 _ • • .. •/ • ..= STREE25 I 409.90 - - / 9I .. •. / 6TREE25 -� /' 413.89� / e420.67 I .T"T ",':.,'/. _.. _.._. _ - - - - ASPHALT :%' ,S'• ' / \ .. •AS�HALT•. 12MK- l- / ... PHA ,. :.. .. - - - - a D ' DRAINAGE LT SDpAA X2 \ EASEMENT lAD gL25 �r . _ -� _ ' �- . 30'' B ..VEPCO ESMT:.. .' �.. - CO 4�'2.36 D.B. 76=P. 298 > .�_� . .. �T-H1A GE ✓oMy . 1 . ' �� ; "-• .$'I . :' ;/ - il0 b.8.'.3068'' P. 867• /. R=60.00 : • . . _ 36 ���• _�. 1. .131f .•10" DIP / /L :�- 4:A=72.54' / \ S jFT-81' n:...-::::•DMH-H.420.49 /419.3 ��: 41289%T=41.45' \\\ _C=68.20' ) 20ACS G \ #768;- 416:96 _�.. •8MAG2 CB=N79°38'08"W o Y SEWER \ 3.06 �422.86- -� .3§� - 416.02 _ 2X, BIAEEfO. _ 412.81 _.._.., .._.._.._.. ...... \ a EA EMF,LJTLP _ _ LP I LP .._.._. - - -"_ '- 5 a SSMH-1 'i - _ -.. �. _ _.. f-. .._.._ - �P FT-H18 JJ I DELTA= 69°16'18" D.B. 2721 Y' 46 PLAT ^1- - - 8MAP25 - 0 TREE)5 \ 1 419.05 - ._.. _.._ - - - �_- D.B. 2721 P. 16 -glpA 26 ._.. .. _:. _.. _.. _.._.. _. I dl+•� AG16 ^ / "•' ��"� 8MAP30 r" --� CENTRAL; 98MT- I 8MAP2 _ -------- - T-1�370 • - • r \ -""� J ORATE-1 - r/ , , • J • �BMAP25 .B� 5�41 P. 520 - ® \ 419.20 _ - - -�.- �.'_- 12TREE30 \ • it - - • MAP26 2:0932� -••- -r 18MAP25 - VEP AidLZCENTRAL r ..�_ rr �,•-'� ��.� _ - ;/•'^.t12TR ri_^ - S3 °1 F - BMAP26',r. - - - -� .,/� %4TREE 5, pp �� •� TCB` SP IC' TELEFAiONE EA'SEMEW-� - - - - -r 158 _ • •.-= - _ - -'� 1=51"W / eMAP2'� -. - '� - _ BTREE25-_- 420.82 - / EM 1 - 10TREE30---__.__--- ® - - -RH�_. - • z D.B. 1�36 P. 224 - - --._� _ 101 nn '9 _ - - - - / - -- S41°5 . 1 5 - 10, PARKING.'- C3 - ® �FB Up ti 15 10, SETBACK �`� S57°39'S4"E o / ORE OHC ® HH H s ) = 17.00' \ w / CSW OHE OHO \,UP TRAFFIC CONTROL EASEMENT D.B. 1402 P. 144 ec SDMH-EX4 TOP: 414.39 O SDMH-EX5 TOP: 409.52 U.S. ROUTE 29 (S.B.L.) IN: 12" RCP 409.97 (WEST) m N: 12" RCP 405.27 (EX4) SEMINOLE TRAIL OUT: 12" RCP 409.91 (EX5) C OUT: 18" RCP 405,17 (GRATE-1) x VARIABLE WIDTH R/W �? VICINITY MAP 1" = 2000' O O e � i Y � c 0� ti• J� '60LO GRO `S ROAD SI E PDr JQ,d 0 CA 8 O"F O rL F SANITARY SCHEDULE SSMH-1 TOP: 419.05 IN: 10" DIP 411.71 (SOUTH) OUT: 10" DIP 411.64 (SSMH-2) SSMH-2 TOP: 409.90 IN: 10" DIP 401.49 (SSMH4 OUT: 10" DIP 401.38 (NORTH) STORM SEWER SCHEDULE GRATE -El TOP: 444.53 IN: 4" PVC (FT -El) OUT: 15" HOPE 442.17 (AW SDMH-A5 TOP: 446.66 IN: 15" HDPE 439.93 (EAST) IN: 15" HDPE 441.53 (E1) OUT: 15" HDPE 439.66 (A4) SDMH-A4 TOP: 435.43 IN: 15" HDPE 429.93 (A5) OUT: 15" HDPE 423.58 (A3) SDMH-A3 TOP: 435.22 IN: 4" PVC 429.33 (FT-A3) IN: 15" HDPE 423.48 (A4) IN: 42" PIPE 399.46 (EX11 OUT: ASSUMED 42" PIPE 399.60 (A2) SDMH-EX1 TOP: 435.96 IN: ASSUMED 42" PIPE 400.21 IEX1A) OUT: ASSUMED 42" PIPE 399.96 IA3) SDMH-EX1A TOP: 448.11 OUT: ASSUMED 42" PIPE 405.06 IEX1) SDMH-A2 TOP: 425.12 IN: 6" PVC 418.70 (FT) IN: 15" HDPE 416.12 (F11 IN: ASSUMED 42" PIPE 398.26 (A31 OUT: ASSUMED 42" PIPE 398.19 (Al SDMH-F1 TOP: 422.54 IN: 4" PVC (FT-F1) OUT: 15" HDPE 418.69 (A2) SDMH-Al TOP: 420.79 IN: ASSUMED 42" PIPE 386.31 (A21 IN: 48" PIPE 385.67 (EX2) OUT: ASSUMED 48" PIPE 385.48 (GRATE-1) SDMH-EX2 TOP: 422.35 IN: 15" RCP 414.76 (EX31) IN: 48" PIPE 402.35 (WEST) OUT: 48" PIPE 402.49 (Al GRATE-1 TOP: 409.52 IN: 18" RCP 401.40 (EX5) IN: 24" HDPE 393.46 (81) IN: ASSUMED 48" PIPE 383.34 (A1) OUT: ASSUMED 48" PIPE 383.34 (7) UNKNOWN OUT DIRECTION SDMH-B1 TOP: 413.99 IN: 4" PVC 410.46 (FT-B1) IN: 24" HDPE 394.86 (821 IN: 15" HDPE 406.52 I1­111 OUT: 24" HDPE 394.55 (GRATE-1) SDMH-H1 TOP:412.69 IN: 4" PVC (FT-H1A1 IN: 4" PVC (FT-H1B) OUT: 15" HDPE 408.47 (61) SDMH-32 TOP: 413.86 IN: 15" HDPE 406.29 (G1) IN: 15" HDPE 404.62 (D1) IN: 24" HDPE 395.37 (EAST) OUT: 24" HDPE 395.10 (B1) GRATE-G1 TOP: 416.01 IN: 15" HDPE 408.15 IG2) OUT: 15" HDPE 408.13 (82) GRATE-D1 TOP: 408.79 OUT: 15' HDPE 406.28 SDMH-G2 TOP: 425.40 IN: 4" PVC (FT-G2A) OUT: 15" HDPE 416.84 (G11 SURVEY CONTROL Q NAME NORTH EAST ELEVATION T-77000 392314B.74569 11493027.60484 423.18 T-77225 3923286.45135 11493033.55067 425.90 T-77409 3923301.25669 11493135.11916 420.57 T-B1332 3923463.00356 11493210.31763 413.37 T-B1532 3923579.60260 11493020.90814 431.08 T-B1822 3923391.96BO3 11492B33.B4795 434.65 T-197710B 3923551.75942 11492914.51679 442.70 T-1977302 3923371.64474 11492920.64326 431.02 T-1982370 3923152.00878 11493084.04232 419.20 SCALE IN FEET Xref .A.A.A1-Proiects\0-PROJECT FOLDER\CAD\02 Xrefs\Title Blocks\WSS-TB-ARCH D XREF.dwa Z a a w w W WHEREv �i PLAN APPLICABLE 1 Y4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS SECTION 1 SIDEWALK Ll .04 SCALE :NTS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.TE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH( IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. 2 VDOT STD CG-2 Ll .04 SCALE :NTS 3 ASPHALT PAVING Ll .04 SCALE : NITS JOINT TROWELED EDGE; SH; TYP. Y2" EXPANSION JOINT W/Yi' RECESSED BACKER ROD AND CAULK, SPACED EVERY 25' (MIN) O.C.; TYP. OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF6"X6"W1.4XWIAW/2" MIN. COVER - ONLY WHEN I WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE 4" ��2" R 1.5" VDOT SM 9.5A ASPHALT WEARING COURSE 2" VDOT IM-19 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE EX. DRAINAGE EASEMENT (D.B. 2721 P. 145 PLAT) EX. CURB TO REMAIN NEW VDOT CG-2 MILL EX. ASPHALT SURFACE AND ADJUST GRADES AS SHOWN WITH GRAVEL & O ASPHALT LAYERS TIE INTO EX. GAS SERVICE NEW VDOT CG-2 Q (3) EX. OQ MAGNOLIAS RE-ROUTE EX. E GAS SERVICE 0 a h RE -STRIPE — PARKING � 44 Q 41' Q Q ADD LANDSCAPE / ISLAND MILL EX. ASPHALT SURFACE o AND ADJUST GRADES AS SHOWN WITH GRAVEL & O ASPHALT LAYERS EX. MAGNOLIA RE-ROUTE 6" O I ACSA WATERLINE HH w DOUBLETREE LANE R=60.00' I 50'ACCESS EASEMENT A=80.99' -A7VD- LITYEASEMENT T=48.02 D.B.763 P. 600, 602PLAT C=74.98' I D.B. 76/ P. 298 CB=NO6°20'OT'W I N3220'06'E N322006'E 20'WATERLINEEASEMENT DELTA=77°2028" I 29.67' 4509' ry D.B. 813 P. 655 e _ o J O J J -- 9 I I ss49r II II II 0 C NC. RET. ALL117Z� NE"2 DOT (48" MAX HT) I I ASP ALT MODULAR CMUMILL EX. ASPHALT SURFACE EX. QP AND ADJUST GRADES AS I WALL TO REMAIN —_——_—_—_—___ ____—_—________ST�91aW)TE#GI4�EX. QPASPHALT LAYERS II LP EX. CJ x II II I P / �43SB7 GRATE-E7 * 444.53 \ p FET E - /� 26'-3" FT-EI 4- /- \GATE 445.73 LP / —LIN POST EX. UA FT II / 428..78 �-- COLUMN, TYP. COVERED CONCRETE DRIVE`' ELEV. 428.30 91, EX. CJ ADJUST EASEMFN G G EX. WAITER — — — — — — SERVI E & METER O TOR MAIN 21R1S4C5 WATERLINE G) T C� P. 129 \\ o \ 1 T 426.90 �I I \ TIE INTO EX. GAS CONC. SERVICE EX. WATER SERVICE & METER TO REMAIN #37 0-A MULTILEVEL PARKING GARAGEAND BUILDING WV RE-ROUTE EX. GAS SERVICE FOC BRICK WALL (2J EX. MAGI' GRATE-D 408.79 E4S E EX. DRAINAGE EASEMENT GRATE -GI / HH H ® SIGARKIII LOT TREE CS H476.07SIGN�A \ \\ / N31 °39SO'W NEW 2 ' AC A 52.00' / L =�l \��,� oB WATERLINE LP \ / N45°0024"W 21.93' \ R=60.00' A=72.54' T=41.45' — C=68.20' C8=N79°38'08'W DELTA= 69'16'I8" ROLL -UP DOORS BUILDING ADDITION ROLL -UP FIFE 428.40 DOORS CONC. (+) WALK Qa, O 4 - - - - - - - - - - - - - - - - - - - - - TRANSITION FROM 8'-8"'? 6" CURB TO FLUSH ME ROLL DOC TIE TO EX. FILTERRA TO REMAIN ADA RAMP TO REMAIN UMANSKY SUBARU OF #960 CHARLOTTESVILLE ISTORY EX. SHOWROOM/SERVICE BRICKBUILDING FIFE 428.40 TMP 45-68D4 PARCEL E TIE TO EX. TRANSITION FROM �—SEA 6" CURB • •� N • �ICOVERED �O CONC.• �O 428.40 �o (4) EX. CV EX. UP \-P P\ SE ENT, YP. \�\ / G / ASPHAL \ EX. UP KI G L�TTRE� \ W (PARKI G LOTW w w w w w W�f__— EX. �PLE G BA2721 GAP. 4sP \\ G G G G G G G G G G G GSPFTzzr�G PKNF\ EX. EL/M �WV \ / 122 FI87 \ \ RE-ROUTE E. GF /// / 0 / LP CONIC. STAIRS \ ASS RVIC // FH (8 R @ 6" E ) `\ (3) EX. R -RO TE 6" (3) X. G EX. ELM\ PKNFI ELM A SA ATE LINE EL S IREPAPHALT \ \ \ (3) EX. M GNOLIAS INSTALLA IION, TYP. `\ \ \� ASPHALT // $ GCR $ $--6_ _ _ _ _ �� — _ _ _ _ ASPHALT �- \ ASPHALT �- UGE$ UGE �j UGE UGE _ — — EASEMENT — — — — � — — — — — — — -` ° � � � 30' SET �K� $ VEPCOESMT. // — — — D.B. 767 P. 298 K —30.58 P. 667 /, FT -FT ° GEN - - ETBA $ $ $ ]�"DIP FT 87 L 47374 20ACSA' O EASEMENT LP LP� LP �— \ D.B. 2727 P. 145PLAT \ L Cyr P FT-H7B D.B. 2727 P. 152 VEPCO & i C� 47376 C @ CENTRAL S52 GRATE-7 (3J EX. MAGNOLIAS \ — — — D.B. 564 . 520 — 409.52 — TCB P 1GE VEPC AND ND CENTRAL ,27' S35°71 SI"W \ / / \ C \ 1 36 P 2SEMENT EM 52T�15' 0"W \ P D.B.D 224 OHU p © ®FB I I S 97N SETBACK NG`' S5703954'E 2 oHE OHU HU OHU O OHU ffOHU HH (7JEX. MAPLES Hu OHU OHU OHU O+f�— OHU OS1�- �X,�y}gP��u OHU 17.00, OHU EX. MAGNOLIA u (4JEX. MAPLESD C OHU Of7u— - — oHU UP CSW TRAFFIC CONTROL------------- --- EASEMENT CSW r� HH D.B. 1402 P. 144 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 LAYOUT PLAN sheet title U.S. ROUTE29 (S.B.L.) SEMINOLE TRAIL VARIABLE WIDTH R/W 0 10' 20' 40' Ll 04 sheet number iI DOUBLETREELANE R=60.00' A=80.99' �l 50'ACCESSEASEMENT _A7VD_MLITYEA3EMENT T=48.02' C=74.98' h I SDMHTOP.•435.99 D.B.763 P. 600, 602PLAT OUT: 72"PIPE 435.85(WESTJ D.B.767 P.298 CB=N0602007"W I N32°20'06'E N322006'E 20'WATERLINEEASEMENT DEL TA=77°2028" I 29.67 45.09' ry D.B. 813 P. 655 440.82 _ 44586 447.88 _ n AI X. DRAINAGE ERE9 E • /1-G 80,41K3s �� ✓ ®12OAK30' ®80AK25 ®120AK30� /®720AK30� ®120 KX\ 5849r - - - - - - - - - - - - .B. P. 145 PLAT) 43 .42 / / / / / ( / ( / ( 446. 12 EX. CURB _ \ ;( 8MA�Z?5 TO REMAIN 8o KBOMH-Exl M,1G25 10TEg51 V• aT_&3444. O NEW VDOT I I �6 SDMH-A3 @ fNV. \(48" MAX�T) g CG-2 Cl , HH ` w \ MILL EX.' SPHALT SURFACE •BM,1G25 I 1 436.62 426.00 cP LT MODULAR CMU 44341 k SDMH-AS G) • , 1 1 SD 43 f E �17 WALL TO RE IN + AND ADXST GRADES AS 446.66 MILL EX. ASPHALT SURFACE Maces EX. \ 1 -_�--_ --___ -------_--------------- =---ST�9 1Tf9GRA � AND ADJUST GRADES AS 34 s 31 i �� - EX. QP\ _ ASPHALT IIAYERS I I bb^ SHOWN WITH GRAVEL & y'A1A Rs 4 _ _ _ a ASPHALT LAYERS N) \ O T 432.3 - 431 0 \ 8iG1AG iii Pt% 4 .0 �Tw) 5 • ` ' TIE TO EX. 6" ACSA BC 433. 4 IV 3X6TREE75 \ 4 8• 89AK3 9 1 s--toGR2 yaTRAvGgzs • T I I 1 \ / T-A3 + (�. a34/ R�E/S 20 k30� y �iZ lil GR5 / _ TW , 7 \ , ~ 4 ATE-E7 WATERLINE W/ 6" X 6" �/ A35.B7 ` 438 \ 0� EVGIMI BW eN 1�F • �•� : 444. SAN/TARYSCHEDULE / 'III ` ' J ( ` 1TW E2'r- %T 440 T 430.57 q�74 TW 1 F2EltiGR25 740AiKK3� 72E11'GR215 •6TREOE75 TAPPING SLEEVE & 8MA�2$ 434 433 3 TRH J 90 \F F J s6 44, =(~_ 4EV�R2 F SSMH I TOP: 47 7 IS _ TW ) IN. 10"D/P 411.71 (SOUTH/ VALVE h 1 • /0 LP - / - = P 430.21 • 430.22 Bw 44s.Ik 6T EI OUT. 10"D/P 417.64 (SSMH-2) \ 434.23 " 445.73 SSMH 2 TOP: 409.90 h POST IN., 10•.... 407.49 (SSMH-7) TIE INTO EX. GAS / y • `L l �rl 8" ACID B c - OUT:10"D1P 401.38/NORTH) SERVICE 17 �' 8 2� f lWl TRENCHDRAIN COLUMN, TYP. " A O 429.8 EX. GASSER ICE MILL EX. ASPHALT SURFACE • A32 / COVERED 428.50 EX 429.38 &METERS TO I + FFE STORM SEWER SCHEDULE B A BC 431.00 / REMAIN w 43259 433.42 I CONCRETE DRIVE A GRATE El TOP. 444.53 AND ADJUST GRADES AS • B 9.00 ADJUST C2933 G G /N'4"PVC(FT--EI) SHOWN WITH GRAVEL k BM G25 ELEV. 428.30 G ---- G �o �j OUT: 15"HDPE44217(A5) ASPHALT LAYERS Os7 7..60 6' PLUG / LT - �- - EX • W A/T ER 7 430.31 \ ' y IN: 75"HDPE43AR3 (EAST/ NEW VDOT C428.00 --�--- -� SERVI E &METER - LP TW G 4TREE20 ) OUT: 15"HDPE439.6IN: 15"HDPE447.53 (6 IA4) CG-2 ASPHALT 5� / / �a3o ROLL -UP O TOR MAIN-428- / 428.00 DOORS 428.30 _ _ 43,.n 8" X 6" TAPPING 4 50 6 PLUG 21R\A�A/ WATERL/NE SDMH-A4TOP.'435.43 42763 IN: 15"HDPE42AR3 (A5) �EASAME�/VT Ga \ OUT: 15"HDPE42358(A3) G + BUILDING ADDITION ROLL-UPSDB.32*6 P. 129 a TIE INTO EX. GAS SLEEVE &VALVE Gary � , 4 ,9 � / 428.30 FHA #1 DOORS3 TOP / FIFE 428.40 �w� b CSC W L CONC. SERVICE N-4"P C429.43(FT2 (Qzo = 2,904 GPM) o I I/ CONIC. IN' 75"HDP29.3,48(A )) / \ 42789 IN: 42"PIPE 399.46 (EXI) �® \ WALK A EX. WATER OUT: ASSUMED 42"P/PE399.60M2) ADD 20' ACSA = o q 42.90 1 426 SERVICE & METER ° a - _ 426.90 � S0MH-EX7 TOP.' 435.96 EASEMENT 42. � 11 _!= '= "----------- /� �1,0 ,"` TO REMAIN IN. -ASSUMED 42"P/PE400.27(EX/A) ' l • TRANSITION FROM FE #960-A OUT: ASSUMED 42"P/PE399.96M3) 1 428.28 EX 428.28 y H�q, L 1 BE ° 6" CURB TO FLUSH l q��q G2 ��• R�E7 MULTILEVEL PARKING SDMH-EXIA TOP:448.II Q (3) EX. 428.62 aHOL30 ) 4HOL30 " 429.00 ��� \ _ - OUT: ASSUMED 42"P/PE40506 (EXI) FLUME o GARAGEAND BUILDING OQ MAGNOLIAS c ROLL -UP / l � 428.0 FFE SDMH-A2 TOP. 425. 12 RE-ROUTE EX. DOOR 428.30 1 /N.'6"PVC478.70(FT/ 1 IN: 15"HDPE4/6. 72 (FI) GAS SERVICE 429.0o TIE TO EX. 4 wM RE-ROUTE EX. TIE 8" PVC FROM IN: ASSUMED 42"PIPE 39B.26 /A3J \ / ( FILTERRA TO REMAIN GAS SERVICE OUT: ASSUMED 42"PIPE 39B. 19 M7) h RE -STRIPE 27`9 EX. U / / q „ /18 TRENCHDRAIN TO ^J 1 FDC Q• ADA RAMP � s y \ SDMH-F1 TOP:42254 � e PARKING / / / TO REMAIN UMANSKY SUBARU OF #960 EX.SDMH-G2@ �I •4TaE7 j /N.' 4"PVC (FT-F7) i OUT: 75"HDPE418.69 /A2J \ / INV. 423.00 Q FFE C H A R L OTT ES V I L L E 1 ° f SDMH-A1 TOP.' 420.79 Q �A D D 8.40 1 STORY IN: ASSUMED 42"P/PE386.37 /A2J 1 2T HHQ / / B.02 EX 428.40 EX. SHOWROOM/SERVICE BRICKBUILD/NG a 2 ) • _ IN-48"PIPE385.67(EX2) LANDSCAPE / krREE,s OUT.'ASSUMED 48"PlPE3B5.4B (GRATE-7J FIFE 428.40 TMP 45-68D4 LP ISLAND / J 422.39 J BRICK N.S"RCP 4.76 %X3J/ PARCEL E M i - - WALL IN: 48"FIFE 402.35(WEST) / 6 4 7.54 420.47 OUT: 48"PIPE 40249(A 7) MILL EX. ASPHALT SURFACE I/ TIE TO EX. 6.739AC. / (2) EX. AND ADJUST GRADES AS LP X. REQUIRED KNOX BOX�ATION TO BE 2s 42 MAGNOLIAS IN:78" 1TOP.'1.40(E SHOWN WITH GRAVEL & o 427 TRANSITION FROM COORDINATED WITH THE FIRE MARSHAL'S OFFICE o -�' I N78"RCP 401.40 /EXSJ ASPHALT LAYERS / a / 6" CURB TO FLUSH i� . \ +' 1M ASSUMED 9346(B7) I AG7 IN: ASSUMED 48"P/PE3B334 (A 1) �6 l EX. UP / GRATE -DJ ` OUT.'ASSUMED 48"PIPE 3B334 (8/ EX. MAGNOLIA V / w 408.79 UNKNOWN OUT DIRECTION RE-ROUTE 6 (� W / /11 / / 2 SDMH-B1 TOP: 47399 ACSA WATERLINE / BC 426.70 / Cr0 COVERED TW 42 .50 / ll ( J EX. ! BW 426.50 / I 2s E N4"PVC 470.46(FT-B) /..- f LK CONIC. PATIO J ,� \ a,a J ' 1N 24"HDPE394.86/B2) (4) EX. CV / J 1N 75"HDPE406.52 /HlJ _ / Ala / / OUT: 24"HDPE394.55(GRATE-7) o BC 426.00 /l / sD H- 2 42 \ ELEV. 428.40 TW 42 .50 426 r i 47739 y, - /// SDMH-HI TOP.47269 ((c 4 6 BW� PQ T�� , EE35 /1 /N.' 4"PVC (FT-H7A) /) / ( BTRAEyS I /N.' 4"PVC (FT-HIB) -4- -� EX. UP- I 14) .5j p,\b� / OUT: 75" HDPE 408.47 (B 7) 1 kTRRE25 E 6T INAGE EASFs 1-ENT 14 6'40E�" � � 47530 // \ _ PARKINS LOT -TREE) ® SDMH-82 TOP: 47386 / \45 ICv 476.98 y 476 IN: 75"HDPE406.29(G 42507 / .66 CS HH HH IN: 75" HDPE 404.62 D7 \I /N'24"HDPE39537/EAST/ / SIGN \p I \ I \ I - � J 477.87 r ) Q T 42850 420.23 r10TREE s \\ / /// OUT.., 24"HDPE39510(81) N31 °3930'W o 7 �g / 4se \Ff 25 s�/ T 428. 0 B 42 .00 E W AC A Q // / GRATE-G7 TOP: 4/6.07 52.00' // \ \ \ ��,, T E LINE T p / \ /- /I N.' 75"HDPE408.15 /G2J �� / � o / OUT:75'HDPE408.73(82) P+ BS 0 SE ENT, YP. 3 •5 \ o l 111111 416.25 ` B ND // w I OUT.'7GRATE-DI TOP: 408.79 ASPHALUPoo \ EX. UP �'F \�I W f�W v OUT.' 75"HOPE406.2B I / l 4233Q N 42347 \ PARKI LOT THE / o \\/ // SDMH-8 I lN. 4 PVC (FT-G2AJ40 / • J/ (rKI T TRE� w ( w w�w w W Wy W 22. 414. !_47386 �, 4TREE10 / D.8. 2721 P. 745PC \ V T BEND OUT.'75'HOPE4/6.84 (G 1) ° EX. /v�APLE 420.2;�1 41B z N45 0024'Dy y • / G G \ G7 G G G G G GQ G G G GsPHA�f G 27.93' PKNF / 4TRhE10 EX. EL/M - - - - - �ti= - - - - - w i - 423.83 421.31 1 422.87 _ lV ` 4233 \ \ �� \\ RE-ROUTE E. / '/4 .04 \\J o CF/ 414.0/i41382 I 27REES \ ( ( gC VE X. 9SDMH-EX3TOP:42322 f /\ / CP CQ C' ST IRS ' ASS RVIC TR 25 1N OUT: 15"RCP 415.42 (EX2) i1/17" \ i i E W / / G \ I (� (8 R 6 E ) / (3J E R -R� TE 6" .ELM PKNF / SLIMN-F7 ` r = . ELMSA S ATE LINE - ' / \ (6MAG 422.54- L ° SOT 30 �6MAG 0 ' \ REPAI ASPHAL'2 \ ` 4,9. 93 47750 414.41 ( I \ ( R 25 TREE25 I-� FTELITY / \ \\ I \ l 6 E25 / (2) - 6" G.V. �PFFi�p (X) 41369 GCF BTkf`25 409902 a �I ,6J EX. MAGNOLIAS INSTALLATION, TYP. \\ \� A= S $-- T ' \ - -?0'D - \ AS LT �- �120.7 SPHALT $ S z ------ BASEMBNT- _ UGE UGE UGE, \ I ---------- y �,'L/' a SDiJ4X2 \ - - - ` $ S VEPCO ESMT. CO - q D.B. 767 P. 298 , S $ $ / MAG 5 R=60.00' 7 \ $ $ 1p DIP �$ / - 10 35 D.B.3058 P.667 SDMH-87 4G374 15 EI lA \ A=72.54' - S C FT 87 - - - - - - - �L? 99 _ St�MH-H \ T=41.45' \ \ S $ 420.49 / 47 35 / 4/6. 69 20 ACSA' $ (7 1 E£5 - 41595 i 7 \� 06 AR!$SEWER 412. z C8=N79°380B"W \ o-�$ 423.05 422.6§- 36 �c i47502 2X6TREE1 �- EASEMENT ��- LP/ _, L-R LP , \ M 25 - DELTA=69°76'18" v SSMH-7 D.B. 2721 PY45PLAT \ - \ i �\ ri m �- LY p FTHIB Ji 479.05 �- c ( 8MAP25 1 �� L \ 473.76 G J •J-� dTREE/5\ - O D.B. 2727 P. 152 ( AP25 y - , 9 - \ I �- -V' - & � � �_ \ -ram 1 r I 302.66r -- 8MAP30 ` / i CENTR Li ,� / 8 AP25 ( AG,3f� •��X„MA�PI®Ic��� .26w IMAP Q.8-564 0 GR.p tE-1 y Ar 1 �_ ( (JI \ ) S2 w O _ _ - ) _ Z 3 _P��aZJ9552, r - P2s / SP 1GE VEPCD A9d9 CENTRAL . .2�'- i �� ( , ,S3� 1 ' W �_� �f! - , 47R E1 , TELEPFF��ppNE EAS�EMENZ--i-� -k-� ' AP25 i- 8TR 25 ) = 420.82 °I° - - EM 52/��5'W_ IOTREE30 • r �' K !� i- ' P D.B. 1 6 P. 224 / i/ / / j S-44r 10'PARKING o OHU OHU o _OH O OHU �--�HU OHU -�� P �FB I S9'74 SETBACK c J ' S57°39'S4� c�G� OHu � 7 EX. MAPLES OHU 0++�- u-1 �_ /gySX AP4OU HU I7oo OHU OHE Uh0 OHU HU OO ,w HH HH ( J vp I N�/' a / csw e 1ry of EX. MALIA (4)EX MAPLE3D c OHU-emu OHU up TRAFFIC CONTROL � ° _ -_ -_ CSW HH EASEMENT O b D.B. 1402 P. 144 �o a SDMH-EX4 TOP.• 4/4.39 SDMH-EX5 TOP: 409.52 N72"RCP409.97 (WEST/U.S. ROUTE29 (S.B.L.J IN: 12"RCP40527(EX4) OUT:12RCP409.91 (EX5) O OUT:18"RCP405.17(GRATE--I) SEM/HOLE TRA/L U VAR/ABLE WIDTH R/W 0 d I\ 25,000 ST LIMITS OF DI TURB NC lo� / 8" P G FIR M WPO TO PR LESS D SE AR TEL \ ENC DRAIN TO C NC. RET. ALL \ NE 0 10' 20' 40' O C 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 GRADING & UTILITY PLAN sheet title Ll 05 sheet number N PLANT SCHEDULE II QTY. I SYMBOL I Scientific Name lCommon Name ISize ISpacing lRoot I Notes I 10 Yr Canop Canopy Tota ' EXISTING SITE TREES TO REMAIN R=60..9 A=80.99' wl ,� 8 CJ Cryptomeria japonica 'Yoshino' 1 p Yoshino Japanese C tomeria p rYp 4-5' Ht. As Shown B&B Existing g 123 984 T=48.02' I SOMHTOP.435.99 4 CV Crotaegus viridus 'Winter King' Winter King Hawthorn 6" Cal NA NA Existing 184 736 C=74.98' °20028 I I OUT:72"PIPE435.85(WESTJ N3220067 3 QP Quercus phellos Willow Oak 12"-18" Cal. NA NA Existing 370 1,110 EL TA= DELTA=77°2078" N32°20'06'E I 2P..67 4509' 5 UP Ulmus parvfolia 'Athena' Athena Chinese Elm 12"-18" Cal. NA NA Existing 366 1,830 440..82 Total = 4,660 [�_ '� i`- �� �'L2- PROPOSED SITE TREES 454-�9e - - r 2 CF Cornus florida 'A alachian Mist' Dogwood 2" Cal As Shown B&B 124 248 EX. DRAINAGE EASEMENT 9 • /7 ✓ /® pp 6o aK35�31-j' \ ®12OAK30'/ ®80AK25 ,/ ®120AK30� \( 120AK3 2 CJ Cryptomeria japonica 'Yoshino' Yoshino Japanese Cryptomeria 4-5' Ht. As Shown B&B 123 246 (D.B. 2721 P. 145 PLAT) EX. CURB 8MAC�5 -, t(• 1 TO REMAIN 8o KB SDMH-Exl M,1G25 2 U P Ulmus parvfolia 'Athena' Athena Chinese Elm 2.5" Cal. As Shown B&B Matched specimens 366 732 20 TO Thuja occidentalis 'Emerald' Emerald Green Arborvitae 7" Ht. 3O.C. Cont. 10 200 N 447.34 Total = 1,426 NEW VDOT I \1 NE VVDOT LANDSCAPE CALCULATIONS ET. ALL 6 \ \ (48 MAXI) a CG-2 Tree Canopy CG-2 '` HH - -- • , �p O ASP ALT MODULAR CMU MILL EX.�SPHALT SURFACE SDMH-AS Requirement: 10% of Total Site Area 1 84,t4G25 I I \ 436.62 443.47 SDMH-A4 + EX. n\p + AND AD ST GRADES AS 446.66 MILL EX. ASPHALT SURFACE •MdG25 I I 43543 - - - ---- -- - - - - -- ----WALL TO RE IN --- - - - - \ I -- ---------- --- - ---- - - ----_ �_____-----S1=1GW`N-VW1 TGRA �=---_ _- Total Site Area 45,590 Square feet AND ADJUST GRADES AS J \4 SDM 31 I�CJ CF CJ y \ EX. Ql , _ \ ASPHALT IIAYERS I I pb^ Gross Site Area 45,590 Square feet SHOWN WITH GRAVEL & ; A 3s 34 43.22 _ O ` _ - - J € J J y \ Rec. Areas 0 Square feet ASPHALT LAYERS i - - -_ I)/ (-) Pond Area 0 Square feet 43213 I 5 4 ) \ P 7801 1 _ ._. 4 �..44Cd �� GR25 �VG'25- E� 3X6TREE75 8y �, . -._ �, AK3b yaT'aAc • Wetland Area 0 Square feet 1 ) , A3 / lil GRS �i r T ATE-E7-� q ryl'?SB7 (�. �.434 R�E/S �� 438 120.gK30 , ) yZ EVG,�20,/ 8IA' -1,�F� • \�740A 444"^ .v 444. ' ( 1 �� IOEI� BW - , F2EltiGR25 �K • . 3X 6TREE75 1TW E2'1r- �` %T 440 T 43057 4374 TW (� y_/ 72ElLGR2'S • O 3 8• LP i3 / 434 433 3 �, Thy '�- J 90- \F J 4�� _ 441 �_ 74EV�iR2 TW } Required: 4,559 Square feet ew - Bw Bw ew 445116 8iE1 (+) Tree Save 4,660 Square feet 430.21 430.22 \ 434.23 - 445.13 / / + \GATE (+J Canopy Bonus 1,165 Square feet TIE INTO EX. GAS / I Al • 1 L l?l / POST 1 BMA,�29 3 / 1 /Wl e c (+J Proposed Trees 1,426 Square feet SERVICE 17ll A/_ / / COLUMN, TYP. 42982 \ �O .�s � p32 / EX. CJ / Provided: 7,251 Square feet I7 • \ COVERED / I + FEE 18 AC-2 / / �7- w 432.59 433.42 •_ o J CONCRETE DRIVE ADJUST / 42938 G G N Street Trees NEW VDOT CG-2 428.63 O (3) EX. 42B.62 OQ MAGNOLIAS RE-ROUTE EX. GAS SERVICE 0 a a RE -STRIPE h a PARKING Q aADD LANDSCAPE / ISLAND MILL EX. ASPHALT SURFACE AND ADJUST GRADES AS SHOWN WITH GRAVEL & o I 43.37 �P J I SI E AR A P R LA DSC PE IN ERIO PAR ING LIT I I Q LC TI NS (45,590 SF) LA DSC PIN AR A (S ADE ) (1205 C )NC ELEV. 428.30 - _ - G G�GT G �o �� Requirement: 1 Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage / EX. WA�iER / - - - - - - EX W E &METER LP7 430.37 \ QrRE� 0 1 Street Frontage: 400 Linear Feet ASPHALT `5� / l �43o ROLL -UP O TO R MAIN-aza- - " 4317 G Required: 8 Large Shade Trees G DOORS �A/WATERLINE \ Provided: 127 Large Shade Trees � �' ROLL -UP �% EASZ';$4f/T Ga 42763 BUILDING ADDITION DOORS D.6.32X6 P. 729 a TIE INTO EX. GAS FIFE 428.40 I r WW����W� CONK SERVICE Interior Parking Lot Trees WANK / \\\\ 42z89 Requirement: 1 Large Shade Tree per 10 Parking Spaces o �� EX. WATER / © FT-G2A Subaru Site 4 r : 426.90� 70 : 2E TO REMAIN METER#960-A (Parkin Spaces: 20 a / TRANSITION FROM _ 428.28 O 1S {I • Required. 2 Large Shade Trees 429.00 0 l l \ 6" CURB TO FLUSH 4Ds46 �'�" R�E7 MULTILEVEL PARKING Provided: 5 Large Shade Trees (3 Existing &2 Proposed) �` FLUME o GARAGEAND BUILDING 4280 UP (PARKING LOT TREE) ROLL -UP EEE ::E / DOOR 428.30 1 Inferior Parking Lot Landscaping Area 1 4 WM RE-ROUTE EX. Requirement: 5% of Paved Parking and Vehicular Circulation Area 429.00 o TIE TO EX. EX. UA / Q „ 17 FILTERRA TO REMAIN GAS SERVICE shall be Landscaped with Trees and Shrubs l { / _4281B ADA RAMP �y s FDC • 0 4 TO REMAIN UMANSKY SUBARU OF #960 �i 4JaE7 j Parking Area: 27,040 Square feet / 4 2 Required: 1,352 Square feet 8.02 428.40 CHARLOTTESVILLE 1STORY 42 ��' Provided: 12,056 Squarefeet / EX. SHOWROOM/SERVICE BRICKBUILD/NG • 14TREE75 / FIFE 428.40 TM,045-,58D4 LP / / UP (PARKING LOT TREE) TW Screening BRICK PARCEL E M IVi 42239 J WALL Requirement: Parking ores consisting of four spaces or more shall be 6.139AC. 42047 / It screened from adjacent residential or rural districts. TIE TO EX. I � / (2J EX. , I - I rF / I i \ az -I- � d ?5 AA eT^n7 7 7e c Provided: Not Applicable ASPHALT LAYERS / v26 �; / / / o ',-U ICD Iv FLUO F1 IZUI Iv,30 EX. UP ) IX 1 I / I a"','v GRATE -DI EX. MAGNOLIA / I/I DS 4016.79� RE-ROUTE 6" o \/W/ / All / 2 . ACSA WATERLINE / / / O COVERED / 11 I ( J LK CONC. PATIO (4) EX. CV ni / ala _ ,JJ' I 29 E fS o I l / SD H-42 A \ ELEV. 428.40 I - _ - -426 - �a2 �/ 1 +41z39 1-� ' TRE�ZS, - /\ EE35 1 , / l\42 .12 6 _ - 1 / AURA - r'�R� BTRAE$5 y s a / O l /// \ 1TRRE25 E 6T INAGE EASFW- NY E 476.0� 6 4753 \ \ _ PARKINS LRT-TR€E o 42507 \ 11 I 42266 CS fif5yH HH 6L ICV S/G/V p �\ F CO 476.98 y 476. J 6� 420.23 477.87 I IOTREE N31 °39SO'W ` Q.sB \fit RE 2s S I / EW AC A 52.00' // / I \ T�, TE LINE LP / \ 1- o// 11 o� P� SE ENT, YP. ' // I 1111 GCF .25 w � W ASPHAL� \ EX. UP I 4233e 423.47 X. UP \ PARK( LOT THE / `1'1 414 \ J // SDMH-e l _473 86 / ) • EEJO //l (r,�RKI DRAT EREA� W ( W W � W W W W w +- 1 D.B. 2727 P. 145PLA \ 420.27 478 2 N4500024'W • EX. �PLE G G �\ GI G G G-)--- G- G G GQ G G ^�G <�G 27.93' PKNF / 4TRhE10 EX. EL/M - �LEL. J i - 423.83 421.31 / 42287 _ /V ` 4 .33 \ \ � � \ \ TEE . / � � 4 .04 C / 414.0? / 41382 I 27REE6 0 s /1 LP \ ( , ( 1 NTERI RK) G LO FH CO C. ST IRS ASS RVIC SOM- 15"R TOP: 5.42 t \ \ „ \ rR 2s AND CAP R EA EX. ELM OUT. 15"RCP 415.42 (EX2J I I TREE�3.i y _ \ , T EE25 1 I (8 R 6 E ) / (3J E . R -R� TE 6" (3J X. PKNF I S/�1/�-F7 L1k1 AC_ ATE LINE EL S SH ED) �2, SF) , \ (6MAG 422.54- L 107 \3 11 -♦ �` 6MAG) / \ REPAI ASPHAL'2 \ \\ ( R 25 �tTREE25 d19.93 \ / ( 47LS0 1 414.41 / ( 1 SSMH-2 G FTE LITY \ \ ' I I J 6 E25 /// 413.0 c BTkF`25 409. 90 EX. MAGNOO\IAS _ INSTALLATION, TYP. / \\ \ _ �� ASPHALT $ F s -----------\--20'D - �T \\ AS HALT �� �120.7 /fSPHALT $ $�- c��\ ,yi�- D.B.76EASEMENT.- - -- --- - UGE�<yUGE UGE , 3 4a2,j X2 \ D.B. 761 P298 , 1 $ $ $ VEPCO ESMT. // CO 1 MAG 5 p TS D.B. 3058 P. 667 / // 6EN I Z R=60.00' �� i J S SS DIP $ / - 10 35 -t�7 SDMH-87 4G�74 6T EE7 a A=72.54' , \ - $ S la^ \ Frel - - - - - - - SDMH-H \ w T=41.45' \ $ $ 420.49 / 47R35 / 4/6. 20 ACSA' C=68.20' O ( AG sQ U C8=N79°380B"W \ o -� $ ARISSEWER 423.05 422.6§- 36 �c i 47502 2FTHI 1 412' ° EASEVEYT �.�, LP/ `. L-R \ LP \ �- Z DELTA= 69 1678" v SSMH-7 D.B. 2727 PY-05PLAT \ \ - , i 8MAP25 1 � \ LP �H/B i Jj a 479.05 D.B. 2721 P. 152 y y - 9 \ -VEPC & �T� - ,( �Ti L - , 473.76 G / ,'4TREE/5\ I 302.66' - ( AP25 _- \ /! �- �\ �_ \ t •o (�l l �� 8MAP3 ` -' / , CENTR L i ,� 8 AP25 ( AG73/� •��X„MA�1�I®Ic�As . 26'w 0 0 1 \ I \ ( 1_ 6MAP 4.8'S64 0 1 GR.p tE-1 y 1 ( (U/ \ / 1 - S24 �_ 12T- - J I 72 3' I �P4ir�\71J9r521 -f- . I P25 J �� �/` 1 -� - SP 1GE VEPCD A9d9 CENTRAL . .2�'- i /� ( , ,53� 1 ' W �_� �f! - 1 4TR E1 , �., TCB TELEP NE EAS�EMENZ--i-� -k-� AP25 i- 8JR 25 ) = Qzo.82 G' � - _ EM 52�5' 0.W OTREE30 r 'J I _ P D.B. 1 6 P. 224 _� ( / i/ / j S-44r 10'PARKING o OHU OHI o _OH O OHU �--�HU OHU -�� P I FB I S9'�4 SETBACK c J ' S57°39'S4� OHU � 7 EX. MAPLES OHU OH U -1 WEX A4AP4��u FIU 17.00 UOHU OHE OHU HU O ,w HH HH ( J �p 1 N�/' a / csw e 1ry of EX. MALIA (4JEX MAPLE3� c OHu-U OHu UP TRAFFIC CONTROL ° _ -_ -_ -a - - - - - - - - - - ♦ V CSW HH EASEMENT O b D.B. 1402 P. 144 �o a SDMH-EX4 TOP.• 4/4.39 SDMH-EX5 TOP: 409.52 U.S. ROUTE29 �S. B. L.J N. 72"RCP 409.97 (WEST/ IN: 12"RCP405.27(EX4) OUT: 12"RCP409.91 (EX5) O OUT: 18"RCP405.17(GRATE--I) OEIVIIIVOLE TRA/L uU, VARIABLE WIDTH R/W 0 d 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 LANDSCAPE PLAN sheet title 0 10' 20' 40' Ll 06 O sheet number N . AS �.DS PAINTED BLUE IN REMOTE AREAS - DIRECTED. LOCATION TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE � ADJUSTABLE TRAFFIC RATED VALVE :O 11 LID' l F-J d"z- M.J. GATE VALVE WATER ri N h 1 1 11 w h" LINE 2500 P.S.I. CONCRETE B n 2'x 2' BEARING AREA. THRUST BLOCK G a_ c A a V 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 i4• Y �%6 AND HEX ALL -THREAD RODS., �► ,, IL�illil�ll�VALVE UNMSTURBED a ac �ii111111iY#I I SECTION NOTE 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES HTS Fig. W-3C 430 420 410 M 390 TD-6 I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING B STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE e" 4 1 6• INITIAL BACKFILL B 4JMI BOIL MI . MIN. MIN MIN. #68 STONE .GRANULAR FILL AS s,= APPROVED BY ACSA S /T ".' T I " CFC� � 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 5" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 FOR ALL BENDS 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. ( CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & G" 45 2.00 2.25 2.60 0.15 2.OD 2.25 250 0.15 221/2 1.50 7-00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 &68 3.16 3.21 0.48 45 2.68 2.68 2.77 0.26 e 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.15 2.67 0.13 90 4.113 3.83 3.42 0.83 To,-& 1Y 45 3.33 3.58 2.95 0.43 3.B3 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-2 IU-s JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES 5' 111 ._. 1 1 1 5' 1 1 r WATER SEWER 3 A o P LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER B, SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER 4 SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TD THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 -------- EX. GRADE - ---- -----� 3.5'MIN. C VER,TYP. 76" C SS 52 DIP WA ERLINE - - - - waz > W H Q J � W 3 w > Q w Q w w m UvJ o ax NOzLU �03 wQo 0 0 w o W wQw o�c� m = ❑ w m m >_1 m Lq Iq 0 w x- w X IL N W Ow w N N X H1010 w x310 1n+nn In+An In+Rn 11+9n >>+An »+nn »+An »+Rn vi+qn vi+An WATERLINE IAI PROFILE SCALE: 1"=20' H; 1"=10' V 430 420 410 M 390 i J 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 SITE DETAILS sheet title Ll 07 sheet number I Flow Hydrant �r Static Residual Hydrant Illy -Legend CSA Hydrant / nService, Ownership .ry 0 Not In Service, ACSA Owned �¢ VJ Not In Service, Private Ownershi / ♦ In Service, Private Ownership In Service, ACSA Owned a� n; ACSA Fire Line Water Main -�WSA Utility Type i - Potable Water Raw Water IIEIM., abudures, bt lines, and all aMiamenrves indicated on this man are intenletl Wgeneral N IryM and! ve.leesi My. This pnnlM is not normal for any ironer use man for Preliminary ,,mtQeyJ renall"ion NM0ars. Treutilitiessho nonthmmapv beti Wto Eeaccu2te, p1� hw,res,, real nifty improvements anoor system changes may new, been updatel si�Ne lmrners. pnoaW. My tlr locurnaticn of for gimeral or P000ur olmytlepictmn t plrysi®I W E Service AUt1�rit/ ideal odi pmprry lineninbwn in lies is forgmerto earmatbnonlyaM shellrot Ie urmifor the m deegn,mod?Icatlon, or wnsauolonof imprwyfor spa rxl dfi. lbIft, layrlPrfloM Plain determ6e0on. S CpParile ma, ry0 Cfor onervath La mine e. Prialimagery OCommof Comt afYryinia 0 90 180 270 360 $nwg• Plenvnebic Data Progeny of Cowry afNbmnarle Fe¢[ rig AG3N3IaR MMN02gYY FIRE FLOW CALCULATION WORK SHEET Project: Umansky Subaru Location: Corner of Hilton Heights Road and Seminole Trail Date: 7/13/2021 Engineer: AGF Water Street Studio, LLC TEST HYDRANT INFORMATION (From ACSA) Location: Hilton Heights Rd across from Subaru (Hyd #10834) Test Hydrant Elevation: 430 ft. Residual Pressure: �80 psi Static Pressure: 90 psi Flow. 1106 gpm Test Q 20= 3163 gpm HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 8" A Pipe Diameter (in) 8 6 Pipe "C" Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) �c Total Pipe Loss 2.41 1.55 PROPOSED HYDRANT INFORMATION (FHA#1) Location: At comer of Subaru i Elevation: 43r 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 ACSA) I I I I Location: Hilton Heights Rd across from Subaru (Hyd #10834) Test Hydrant Elevation: 430 ft. Residual Pressure: 80 psi Static Pressure: 90 psi Flow 1106 gpm Test Q20= 3163 gpm HAZEN-WILLIAMS FRICTION LOSSES FROM TEST HYDRANT TO PROPOSED HYDRANT: Waterline Ex 8" A Pipe Diameter (in) 8 6 Pipe "Ce' Value 120 120 Pipe Flow 1106 1106 Pipe Loss/100 FT 2.5416 10.3170 Pipe Length (ft) 110 445 Total Pipe Loss 2.80 45.91 PROPOSED HYDRANT INFORMATION (FHA EX) Location: Existing FHA in parking lot beftwen Subaru & Honda R=60.00' A=80.379' T=48.02' C=74.98' C8=N0602007W DELTA= 77°2028" II I DOUBLETREELANE 1 50'ACCESS EASEMENT —ANDTTICITYEASE75W D.B. 763 P, 600, 602 PLAT I I D.B. 761 P. 298 N322006'E N3202006'E g 20'WATERLINEEASEMENT 29.67' 45.OR' D.B. 813 P. 655 „n cal e Tl e N3284.97' ,584.91' I I JT I J ASPHALT �\ ALP I i ELEV.428.30 �G G G— iT G G G G G 0 / SPHALT LP G O ASPHALT l l \\\ �/ 24' ASS844 N G / / O EAE,WT GR�LINE BUILDING ADDITION D.B.32d6 P. 729 gW FFE 428.40 I �lW��b��w I—� / \\ CON . / FHA #1 FT G2A \_ / 426.90 (Q2a = 2,904 GPM) \ \ V O III #960-A Q / \ ° III MULTI LEVEL PARKING / o GARAGEAND BUILDING 0 CSw � + EXISTING FIRE LANE STRIPING wnav I Zro 24' l Fr 428 78 Os FOC UMANSKY SUBARU OF #960I CHARLOTTESVILLE Isroer �I to �Q I HHQ I / EX. SHOWROOM/SERVICE BR/CKBU/LDING G FFE 428.40 7MP45--68D4 LP PARCEL E EM j - J BRICK« / 6. 73P AC. to LP REQUIRED KNOX BOX LOCATION TO BE t COORDINATED WITH THE FIRE MARSHAL'S OFFICE 408.7.9 I i 11�7y/ � Q COVERED / I CONC.V. 428.40 / FIRE/RESCUE ACCESS ROUTE (NO PARKING) �i c1 75. / / // \\4M.01O y CSW EB NH HH ® G� N31 °39W'W O l \fitEB \ / LPG- -- -- - \� �---- ASPHALT I \��y \ W k7--W/� I / / G\ iXNa EEA E\✓��p(\'T W W W W W W W W W W W / ll 745 �G `\ G G G G G G G G G G G G G G i I N N4500024"W CAB. 2727 P. / l PrNF WV FT-F7 422.87 PKNF EX. FHA (EX) (Q20 = 1,808 GPM) ASPHALT // / -- 1, —— S ASPHALT ASPHALT -- -- — 20DRNNAG= —— — EASEMENT — — —— — — — — —— --— _—— $ S O - -- - -- - - - -- S $ $ VEPCO ESMT. D.B. 761 P. 298 $ S / S S D.B. 3058 P. 667 /, GEN R=60.00' $ S "DIP 413.14 A=72.54'S FT-BI ——---- _ — T=41.45' $ S $--____— C=68.20' 20 AC4A' S SSASSEWER LP C8=N79°3808"W \ —� S EASEMENT LP LP� — DELTA= 69°7678" \ D.B. 2727 P. 745 PLAT LP Z.76 D.B. 2721 P.152 VEPCO& �� i C� 47376 C\ CENTRAL S52 _ GRATE- I = — D.B. 564 . 520 i sO 1F i ��409.52 i H ECSWT (] 59.27'W S350L 1 HSIT w1GELE 5TCSP EPHON ASEMENT D.B. 1336 P. 224 EM �210144' S.� 10'PARKING SETBACK 557o3954'EOHOHUP OHU OHU OHU OHU OHU O+f14POHUL-1- - CHU OHU OHU-- OHU _17.00' OHE HU OHU OHU ❑ OHU HH HH H OHU UPOHU ® OH? HU TRAFFIC — CONT?0 CSW , EASEMENT D.B. 1402 P. 144 W waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 1 It 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. 07.26.2I COUNTY SITE REVIEW COMMENTS revisions FIRE CIRCULATION EXHIBIT sheet title Elevation: 413.35 ft. Residual Losses (ft): 48.71 ft Residual Losses (psi): 21.09 psi Total Residual Pressure: 66 psi Total Static Pressure: 97 psi Proposed Q20= 1808 gpm U.S. ROUTE29 fS.B.L.) --__ SEMINOLE TRAIL ° VARIABLE WIDTH R/W O 0 10' 20' 40' Ll 08 O 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 ® 1 7 1 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. N.A. COVERED CONC PATIO Illuminance Fc 11.32 18.3 4.5 2.52 4.07 ENTRANCE PATIO Illuminance Fc 14.34 17.6 12.3 1.17 1.43 SERVICE DRIVE AISLE Illuminance Fc 12.45 18.8 2.8 4.45 6.71 V.V 1 0.0 + p 0 ... U.0 1 0.0 1 0 0 + U.0 0.0 + I 0.0 + " 0.0 + 0.0 0.0 * 0.0 + o.o + o.0 0.0 + o.0 0.0 0.0 0.0 0.0 0.0 0.0 + o.0 0.0 0.0 0.0 " o.o + o.o o.0 0.0 o.ol 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o D®l9BLETREELANE o.o o.o o.o o.0 0.0 0.0 0.0 0.0 p p * 0�^ 0.0 + 0-0 * 50'ACCESS EsPS&ENT * 0.0 + pAn * 0.0 + p . l � + 0.0 + p • 1 �' 0 �TKITYEASEFIEAT UTU 0.0 + 0. 0 + 0.0 + 0. 0 + " D.B. 793 �. 600, 602PLAT 0.1 0 0 0. 0 + 0.1 0.0 0.0 0.0 + p . 1 * 0.0 + 0.0 + p . l o' 1 �.8. 761 P. 298 0.0 + 0.1 * 0.0 0.0 + 0.0 + " " 0.1 * " 0.0 + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 " * 0.1 0.1 n' 0.1 + •1 0.1 + � 1 1 0.2 + 0.2 0.2 + •31 0.3 0.4 0.2 0.4 0.5 0.4 0.7 0.5 + 1.0 " 1.1 + 1.1 + " 1.0 * 0.6 0.0 0.0 + ° 2 .4 0.9 + 1.0 " 1.1 1.2 * 1.1 1.5 1.2 + 1.5 + 1.3 1.9 + 1.5 1.7 1.0 * 0.4 0.0 + 0.1 0 3 0 0.8 " \1.3 + 1. 1.9 2.0 2.1 + 1.9 + 2.1 2.0 2.6 2.1 + 1.6 + 0.7 1. 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ROUT''y9 fS.&L) o.l + 0.1 0.0 9 o0.1 .0 0.0 0.0 + 0.0 °'0 o p SEM#vt)LETR,A�1iZ 0.0 °'0 p 0 0.o O o 09) o.o 0.0 + p . p 0 Yb RIASLE WIDTH ci y'it0 0.0 0.0 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 * 0.0 0.o O 0.0 0.1 + 0.2 - 0.1 Q.1 �.� °-2 + - 0.2 - - " 0.1- 0.1 " + - .1 _ 0.2 0.2 - � - + 0.2 * 0 2 0.0 + p 2 * 0.2 + * + 0.1 0 0.4 + 0.2 0.2 0.2 0.3 0.2 0.3 0.2 0 0.1 0.0 0.2 SP " 0 2 0.3 0.2 0.1 0.5 0.0 0.1 0.5 0.0 + 3 TCB 0.5 0.1 0.7 0.0 0.5 + 0.1 0. 0. + 0.8 .2 0.3 10.3 .3 + .q .4 •9 .5 0.3 .4 + 0.5 .6 0.5 0.6 0.6 0.9 0.4 .q 0.6 0.7 .6 + .8 .6 .6 0. .6 0.8 0.7 ° 0. * 0. + 0. 1.1 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 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