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HomeMy WebLinkAboutSDP202100047 Plan - Revision Major Amendment, Final Site Plan 2021-05-10VICINITY 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 OO�eRp- O'1'MER�RD EKSTBRO' Ok�R 2�0 � O''kDR UMANSKY OF CHARL NEffluff OTTESVI LLE ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP 2003-00067) MAY 10, 2021 FINAL APPROVAL: SITED TA 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) 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: NIA 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% 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 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 PERVIOUS/OPEN AREA: 77,476 1.779 29% TOTAL SITE ACREAGE: 268,373 6.161 100% ---- TOTAL SITE IMPERVIOUS AREA REDUCED BY 100 SF TO 190,897 SF project number BUILDING SQUARE FOOTAGE: 67,700 SF EXISTING + 5,685 SF PROPOSED = 73,385 SF TOTAL STANDARDS AND SPECIFICATIONS SETBACKS: 10'MINIMUM FRONT BUILDING SETBACK SPECIAL PERMIT CONDITIONS (APPROVED ON 04/16/2003) MAJOR SITE PLAN AMENDMENT 30' MAXIMUM FRONT BUILDING SETBACK project phase 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 0' SIDE AND REAR SETBACK ADJACENT TO COMMERCIAL FOR OUTDOOR DISPLAY OF VEHICLES (SP2002-46) 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 50' SIDE OR REAR SETBACK ADJACENT TO RESIDENTIAL 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 MAY 10, 2021 MAX. HEIGHT OF STRUCTURE: 65' ALLOWED BY CODE (15' STEPBACK REQUIRED FOR EACH STORY OVER 40') PLAN, DATED MARCH 20, 2003. issue date 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. TALLEST EXISTING STRUCTURE = 49' 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA NUMBER OF EMPLOYEES: 60 SERVICE EMPLOYEES MAXIMUM 2. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE (THROUGH THE USE OF RACKS OR OTHER LIFT DEVICES). EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 3. VEHICLES SHALL BE DISPLAYED ONLY IN AREAS INDICATED FOR DISPLAY SHOWN ON ATTACHED DAGGETT & GRIGG PLANS FOR 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. RECREATIONAL AREA: NIA BROWN AUTO PARK, ENTITLED DISPLAY PARKING PLAN, DATED MARCH 20, 2003. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS 4. REDUCE THE AMOUNT OF GROUND LEVEL VEHICLE DISPLAY TO THE SATISFACTION OF THE ARCHITECTURAL REVIEW BOARD. PARKING REQUIREMENTS: OVERFLOW SPACES FOR PARCEL 68133: 80 SPACES 5. PLANTING ISLANDS IN THE DISPLAY AREA EAST AND SOUTH OF THE PHASE 2 BUILDING SHALL BE INCREASED IN SIZE TO ALLOW 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND 61,251 SF VEHICLE DISPLAY PARKING / 1500: 41 SPACES FOR TRUE CLUSTERING OF TREES. CLUSTERS SHALL BE COMPOSED OF A COMBINATION OF CONIFERS AND BROADLEAF EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 44 SERVICE BAYS @ 2 SPACES/BAY: 88 SPACES EVERGREENS; AND 58 SERVICE EMPLOYEES 1 SPACE/EMPLOYEE: 58 SPACES 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD -ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, PARKING SPACES REQUIRED: 267 SPACES 6. IN PHASE 1, PROVIDE ALL LANDSCAPING EXCEPT FOR INTERIOR PLANTINGS WITH PHASE 2. DATED 2003. revisions PARKING PROVIDED: 269 PARKING SPACES PROVIDED FOR STRUCTURED PARKING (SP2002-65) SITE NOTES. 1. THE SITE SHALL BE DEVELOPED IN GENERAL ACCORDANCE WITH THE DAGGETT & GRIGG PLANS (COPIES ON FILE) FOR BROWN SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND AUTO PARK, ENTITLED ARB PACKAGE, DATED JANUARY 15,2003, SITE PLAN, DATED MARCH 2O,2003,AND DISPLAY PARKING PLAN, DATED MARCH 20, 2003. THE PROJECT PROPOSES EXPANSION OF THE SUBARU SALES/SERVICE BUILDING INTO THE PARKING/DISPLAY AREA TO THE WEST OF BH BORE HOLE GAS LINE G TBS TO BE SAVED 2. MATERIALS FOR THE PARKING DECK AND FOR THE STRUCTURES OVER THE SERVICE EXIT LANES SHALL MATCH SHOWROOM BM BENCH MARK PHONE LINE UGT TER TO BE REMOVED THE EXISTING BUILDING. MATERIALS. PAINTED AND RAW CONCRETE IS NOT APPROPRIATE. CO CLEAN OUT OVERHEAD ELECTRIC OHE EX. EXISTING 1. NO PORTION OF THE PROPERTY IS WITHIN THE 100-YEAR FLOODPLAIN. DIP DUCTILE IRON PIPE SANITARY SEWER S 2. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. 3. THE DESIGN OF THE BUILDING SHALL BE REVISED SO THAT PARKED VEHICLES WILL NOT BE VISIBLE ON THE ROOFTOPS OF THE E SANITARY SEWER MANHOLE UNDERGROUND ELECTRIC- UGE SITE ELEMENT TO BE REMOVED 3. TRASH AND WASTE IS STORED AND COLLECTED IN DESIGNATED DUMPSTER LOCATIONS ON SITE. STRUCTURES OVER THE SERVICE EXIT LANES. COVER SHEET IF IRON FOUND WATER LINE W \ 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE 4. PROVIDE AN INFORMAL PLANTING OF MIXED EVERGREEN TREES ALONG THE NORTH SIDE OF THE PHASE 1 BUILDING. MF MONUMENT FOUND EX. STORM DRAIN LINE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL sheet title TREE TO BE REMOVED PF PIPE FOUND PROP. STORM DRAIN LINE �� HEALTH OF THE PLANT. 5. FUTURE REDUCE THE IMPACTS OF LIGHTING, INCLUDING THE ROOFTOP POLE LIGHTS AND WALL MOUNTED LIGHTS ABOVE THE PKNS P-K NAIL SET 5. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED SHOWROOM. S SIGN - x UTILITY LINE TO BE REMOVED 6. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF LUMINAIRE WM WATER METER AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM 6. THE DESIGN OF THE PHASE 2 BUILDING SHALL BE COMPATIBLE WITH THE PHASE 1 BUILDING, AS DETERMINED BY THE ARB; AND WV WATER VALVE ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR 240AK40 = 24" OAK W/ 40' CANOPY DIA. 7. ADJUST THE PARKING SCHEDULE TO THE SATISFACTION OF THE ZONING ADMINISTRATOR, AS DESCRIBED IN THE MEMORANDUM, RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. DATED MARCH 18, 2003. L 1 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 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 'wal 9i s, 14. ; 12 M1 A—P. S ox, 5 -MI, M . ....... - 12 -Z PAN 4.0 .q 5 rM !, IA� 71"?, tl' " 991�1� i 'Ii'oRr P -I�A 7- E%O�L OE -2' F, AM5" F L DISPLAY ON, tot"- 1 w � ...... ; -I:,--- W, i # 1- *�-. - ' t ', M-A. 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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 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 1 Y4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS SECTION 1 SIDEWALK Ll .04 SCALE :NITS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 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 :NITS 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 / 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 RE-ROUTE EX. GAS SERVICE a RE -STRIPE — h PARKING >� 4 Q Q gADD LANDSCAPE / ISLAND MILL EX. ASPHALT SURFACE O AND ADJUST GRADES AS SHOWN WITH GRAVEL & O ASPHALT LAYERS / V RE-ROUTE ACSAWATERLINE O CSw HH 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=NO6020'071W 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. ALL CG 2 DOT (48" MAX HT) I I ASP ALT MODULAR CMU MILL EX. ASPHALT SURFACE I WALL TO REMAIN AND ADJUST GRADES AS ---------- -------------------- — I��� ASPHALT LAYERS II LP II /7-A3 LP GRATE-E7 44453 FETAL ZP „ — — — /� 26'-3" — — FT-E1 S /- \GATE 4473 4- LP 1 / - POST / ASPHALT i � COLUMN, TYP. COVERED CONCRETE DRIVE`' ELEV. 428.30 91, ROLL -UP DOORS BUILDING ADDITION ROLL -UP FIFE 428.40 DOORS CONIC. r> WALK TRANSITION FROM 8'-8">g 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 BLOCK WALL J TIE INTO EX. GAS CONC. SERVICE EX. WATER SERVICE & METER TO REMAIN #A50-A MULTILEVEL PARKING GARAGEAND BUILDING wM RE-ROUTE EX. GAS SERVICE FOC BRICK WALL GRATE-D1 408.79 GRATt 6 I // \\ (D.B. 2721 P. 145 PLAT) Gc 416.0EG7SIGN CSW Ee HH HH N31 °39SO'W �l \F NEW 2 ' AC A 52.00' / L =�l \��,\ oB WATERLINE N45°0024'W 21.93' \ R=60.00' A=72.54' T=41.45' — C=68.20' C8=N79038'08'W DELTA= 69076'18" TIE TO EX. TRANSITION FROM 6" CURB TO FLUSH 40N COVERED O N ALK CONC. PATIO -T ELEV.428.40 N EX. DRAINAGE EASEMENT ADJUST �G G EASGMENT G EX. W ER — =7v SERVI E & METER O TOR MAIN 2&ACS WATERLINE G) T C� P. 129 FT o 426.90 I I II �I ?9 IO �I II Ii I c I m / II II �Gc II I I� o / II EASEN ENT, ""YP. O/ ASPHA[q�?� DRAM EEA [A W W W W W W W W— //l \ G .B2721 145P \�\ G G G G— G G —G G G G G— G�s� \ G PKNF FT-FI \ I 422B7 \ \ R -RO TEE . / 0 / LP CO C. STAIRS \ ASS RVIC // FH (8 R 6" E ) ` R -RO TE 6" PKNFI \ A SA ATE LINE U IREPAPHALT \ \ INSTALLA IION, TYP. `\ \ ASPHALT //— $ GCR $ $—�— _ _ _ _ _ _ _ _ ASPHALT �- FASPHALT �- UGE UGE Z UGE UGE - EASEMENT - - - - - - - - - - -` ° � � 3O' S� ETB aK__ $ �— VEPCOESMT.— D.B.767 P. 298 J - - - _,� $ D.B. 3058 P. 667 /y, FT-HIA GEN - - ETBA $ $ $ $ 47374 20ACSA' $ AR1$SEWER \ EASEMENT-- D.B. 2727 P. 145PLAT T Cyr P FT-H1B D.B. 2727 P. 152 VEPCO & �� i CF 47376 O\ CENTRAL SMT. — GRATE-7 = — Alp D.B. 564 . 520 409.52 TCB P 1GE VET'jPC AO ND CENTRAL 759.27' — �— S35°7131"W \ / — _�� Oi TEL1 36 F.2SEMENT EM Sya15' 0"W _ \ P D.B.D 224 i� ® j j S— 70'PARKING G ° UU L/p 'IN —� SETBACK .2 S57 3954'E OHU OHU o OHU OHU OHU OHU OHU OHU OHtY— OHUFOS1�- OHU OHU OHU OHU ((C�HII'' 1 17.00, OHU OHE OHU HU p HH HH OHEONC OHLI6RU� OHU UP CSW TRAFFIC CONTROL -gi------------- --- 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 revisions LAYOUT PLAN sheet title U.S. ROUTE29 (S.B.L.) SEMINOLE TRAIL VARIABLE WIDTH R/W 0 O x c 0 10' 20' 40' Ll 04 sheet number i1 DOUBLETREELANE R=60.00' A=80.99' �I 50'ACCESSEASEMENT _A7VD_MLITYEA3EMENT T=48.02' C=74.98' h I SDMH TOP: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 � f f / s849T - - EX. DRAINAGE EASEMENT 9 •BOAK35 (D.B. 2721 P. 145 PLAT) 43.42 •120AK30 / •80AK25 / / •!2 /•120AK30 •,2ogKjp J 446.72 EX. CURB (08MAG25 TO REMAIN 8o KB SDMH-EX7 •7435.96_ \• MAG25 • IOTREE25 • 8TREE20 447..34 DO NEW VDOT I I p T CG-2 HH I I 6 SDMH-A3 @fNV. a (48 MAX�T) a CG-2 w \ MILL EX.' SPHALT SURFACE •BMAG25 I I 436.62 426.00 w ASP ALT MODULAR 44847 � SDMH-AS • I 1 SD 43 f \ WALL TO RE IN f AND ADXST GRADES AS 446.66 MILL EX. ASPHALT SURFACE MAG25 EX. 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GAS SER ICE SERVICE OUT.'10"D1P 407.38 /NORTH) TRENCHDRAIN , . • q32 / COVERED TRENCHDRAIN_ EX 429.38 & METERS TO I f FFE STORM SEWER SCHEDULE I8 A s BC 431.00 CONCRETE DRIVE ADJUST REMAIN N 432.59 433.42 � � 42933 GRATE El TOP .'444.53 •eMkG25 B 9.00 EASEMENT __ G \ G G IN: 4"PVC(FT--EI) MILL EX. ASPHALT SUR, A .60 ELEV. 428.30 �G G G �o OUT: IS"HOPE 442.17 /AS/ AND ADJUST GRADES AS l60 6' PLUG / LT 66 SHOWN WITH GRAVEL & C 428.00 - -- EX. W ER SDMH-ASTOP39.R. 446 ( - - _ 430.37 ASPHALT LAYERS w� p SERVI E &METER LP G IN:Po OUT:15"HDPE439.66IA4J o ASPHALT O / l �a3o ROLL -UP O TO R MAIN-428- TW / 428.00 DOORS 43,.77435 4 50 6 PLUG 21R\A� WATERLINE SDMH-A4 TOP.' 429, ,R3 (A NEW VDOT G ROLL -UP �EAS�QIE T Ga 42763 OUT: 15"HDPE423.58(A3) f BUILDING ADDITION � D.B.3 P. I29 a TIE INTO EX. GAS CG-2 4 .93/ / 428.30 DOORS CONIC. FFE 428.40 �WV E , 6 CSC W L CONC. SERVICE :4 PVC 4O29.33(FT--A3) \\ 42789 IN: 42"PIPE 399.46(EXIJ l / WALK �� EX. WATER OUT: ASSUMED 42"P/PE399.60M2J = a 4 . F`G2A a26 SERVICE &METER 428.63 _ . e ° - 426.90 S0MH-EX7 TOP.' 435.96 TJR 10 :�E TO REMAIN IN: ASSUMED 42"PIPE400.27(EX/A) #960-A OUT: ASSUMED 42"P/PE399.96 M3J 6H�L3o�n L BE TRANSITION FROM a28.28 EX 428.28 O SOMHG2 �• REE7 Q • 6 - 6" CURB TO FLUSH SDMH-EXIA TOP: 448.71 4254 MULTILEVEL PARKING Q� 42862 6HOL30 6HOL30 429.00 CSW / r` e FLUME ROLL -UP ° GARAGEANO BU/LD/NG OUT: ASSUMED 42"P/PE40506(EXI) / l 428.0 1 FFE / SDMH-A2 TOP.' 425 72 RE-ROUTE EX. DOOR 428.30 1 /N:6"PVC478.70(FT/ /N: I5"HOPE 4/6. 72 /F7J • 4 WV RE-ROUTE EX. IN: ASSUMED 42"P/PE398.26(A3) r� GAS SERVICE 429.00 TIE TO EX. TIE 8" PVC FROM Z ro 2.9I \ l q2B„ Fr FILTERRA TO REMAIN GAS SERVICE OUT: ASSUMED 42"P/PE398.19MIJ Q a RE -STRIPE I / / / 42B.1B TRENCHDRAIN TO FDc s SDMH-F7 TOP: 42254 PARKING \ / / / ADA RAMP EX. SDMH-G2 @ •4T EE75 IX--F7) � b TO REMAIN UMANSKY SUBARU OF OUT.'75"HDPE418.69/A2J � / #960 INV. 423.00 � I � � � FFF C H A R L OTT ES V I L L E ° f SDMH-A1 TOR 420.79 Q 4� �A D D 8.40 I STORY N.' ASSUMED 42"PIPE 386.37 /A2J 1 2T HHQ / / 8.02 EX 428.40 EX. SHOWROOM/SERVICE BRICKBUILD/NG 4 2 • IN'48"PPE385.67(EX2J LANDSCAPE / 47REE75 OUT: ASSUMED 48"PIPE385.48 (GRATE-7) ISLAND � I FFE 428.40 TMP 45-68D4 I � LP / I J 422.39 J\ BRICK IN:15""RCP 74.76(EX3)/ / PARCEL E MII1 WALL MILL EX. ASPHALT SURFACE I/ / 4 7.54 TIE TO EX. 6.739AC. it / 420.47 / OUT: 8"PIPE235(WES) AND ADJUST GRADES AS LP / X. � / •kMA�2s1 GRAT ITT 40P.52 J i a2� I I GRATE-1 TOP.' 409.52 SHOWN WITH GRAVEL & G 427 TRANSITION FROM m 1 I 1M 78"RCP 401.40(EX5) ASPHALT LAYERS / a / 6" CURB TO FLUSH / I 1MASSUMED 9346/B3J AG75 IN: ASSUMED 48"P/PE38334 (A 1) ?6 /, / / t GRATE -DJ OUT: ASSUMED 48"PIPE 38334 (8/ / 5 \ * I 408.79 UNKNOWN OUT DIRECTION RE-ROUTE 6" O W/ c Lu }10T1EE30 �Q SDMH-B7 TOP: 47399 IN: 4"PVC 410.46 (FT--87) BC 426.70 TW 42 .50 1 / M24"HDPE394.86/B2J ACSA WATERLINE d/ 4O COVERED 1 a s 410.29 / / EX. / LK CONIC. PATIO BW 426.50 d2a� // / J I /�/ IN. 7OUT:5"'DPE40HOPE 94�/GRATE-lJ BC 426.00 / I TW 424.50 / SDMH-HI TOP.472.69 • / Sr H- 2 A2 \ ELEV. 428.40 -426 ^- / / l4yyEE3 1 f477.39 I I y / BW 42 AQ 6 �rRz _ i 1 / •6TREE75 BTREE5 / IN,-HIBJ F�DRAINAGE�AS€MENdT- / I1 b/ � OUT- 75"HOPE 408.47/B7/ //l \ 6TREE75 (aBF-4721 P. 145 PJ.a4oT�- / C` / -_ RATE--G7 'S9 �\ 47530 / 416.07 / / � SDMH-82 TOP: 47386 / I fIl\\I ICX IMN.75""HOPE E430965.2379(G7) a2507 .66 CSy EB yCS\416.318 476.S/GN \ yH I-75HOPE (D7) g• 6RE T 42850 42023 IOTREE30 5 \\ 417,87 OUT.'24"HDPE39510(81) N31 °39SO'W O \ \ / 4.58 \fit 6TRE 25 % T 428. 0 B 42 .00 EW ' AC A / • \ v / GRATE-G1 TOP: 416.01 52.00' // / \ \��,, E8 TE LINE LP �- �� IN.'75"HOPE 408.15/G2J \ �� / o \ / OUT: 75'HOPE40..73(82) G / �// 111 � LP+ BS 0 SE ENT, YP. 2 5 /// ' GRATE -DI TOP: 408.79 ASPHALq �900 \ \\ Y7C476.25 B ND�I ww v OUT.'75"HOPE406.2B I / 423,50 �J 423.47 II \ / o \� / // SDMH-8 I SDMH-G2 TOP.' 425.40 / • // I BEND \ \ w w w�w w w w w22. 4,4. �„�(_41386_- lN' 4"PVC (FT--G2AJ / + �- + _ OUT.'75'HOPE4/6.84/GlJ 4TREE10 // \ 0.B.2727 P.745PL \ 420.27 478 2 ,b BEND G / G G G G G G� G G G GQ G G G G N4527. 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IS" RCP 415.42(EX2) TREE35 (8 R 6" E ) \ R -R� TE 6" I REP ACE W/ I SDMH-F7 A S ATE LINE 1 I PKNF • 6MAG30 422.54 IOT,gEE30 -� • I •) 2 \ \ 6TREE75 6TREE75 419.93 47750 414.41 SSMH-2 6MAG30 REPAPHAL' (2) - 6" G.V. �L • • • / BTREE25 409.90 ryry / -AFTE LITY \ \\ I 6TREE25 // 413.0 Gc INSTALLA ION, TYP. / \\ \ _7�� ASPHALT $ F $�- o -20-DR,NNgG� _ _ _ AS HALT �- �120.7¢SPHALT $ $ SD-Alff-A 4-�- Z SD H-X2 EASEMENT__-- -- _- __ _�__ - O�� / �- �- UGE UGE�<y UGE UGE a 4��_-------- �� -�-- � ` $ S VEPCO ESMT. / CO I - D.B.767 P. 298 • $ / MAG25 R=60.00' / $ $ DIP S $ / COE85 D.B. 30.58 P. 667 SDMH-87 413.74 � GEN n - A=72.54'- S C FT B7 - �- - - - - - - - - 413 99 _ SDMH H - od T=41.45' / $ $ 4;49 / 47R35 � / 4/6. i � � - - - --_- - 472.69 � U C=68.20' 20ACSA' $ (7� ITREES 4/595 •�1AG25- AR SEWER 472. 1 p \ N -�$ EASEMENT 423.05 4226§- / LP �� LP }� 416,02 2FT-H/B1 AG25�- - Z C8=N79°38'08"W o _ Lpi i (- a DELTA= 69°1678" v S5MH-7 D.B. 2721 PY-05PLAT 8MAP25 ALP- f 419.05 S �i L 473.76 C _� / d7REE15\ U D.B. 2727 P. 152 AP25 �- -VEPCO & �_ -� 302.66 r o C P. • 8MAP30 / CENTRAL Li �i GRATE-1`� 8MAP25 - • AGISi \ i / • 526' w 72TREE30 6MAP25 ,�• 4.8�564 . 520 • P25� % �0 52,.�� -• • • 8MAP25- \� • �� - 72TR=E23' I / 8MAP25 -� �j`� / r - H SP 10'E VEPCD A1d9 CENTRAL 759 27'- � � � S3� 1, W J�T���jj - �6MAP75 � _ - _•� � 4TREE15 H 420.82 �, TCB TELEPF(ONE EAS�EMENZ- EM r $25' 8W IOTRE 0 �- i�8MAP25�--�� \=TREE25 �- • -_Z P D.B. 1 6 P. 224 't_I / l I -4q, - o �� S41R68S-9r� 10'PARKING -_ y \ QH OHU OHU o OHU -� OHU 0 ,u -� a HU ❑OHU OHU OHU �- OHU UF- j- OHU / W SETBACK c S5 1700,, U OHE OHU @ Cb HH HH ,a pl OHU--� OHU OHU t� II - OHU a I oHFONc OHU CiiU OHU UP m CSW v o ..o Po 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 U.S. l?OUTE29 �S. B. L.J N.' 72"RCP 409.97 (WEST/ IN.- I2"RCP40527(EX4) OUT.- 12"RCP409.91 /EX5/ O OUT.- 18"RCP405.17/GRATE-IJ 25,10100 Sl= LIMITS OF DI TURB NC lo� 8" PVC FROM WPO TO PR CESS D SE AR TEL \ ENC DRAIN TOT CONIC. RET. ALL \ 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 revisions GRADING & UTILITY PLAN sheet title SEM/NOLE TRA/L U VARIABLEW/DTHR/W 0 10 20 40 N OLl 05 sheet number iI DOUBLETREELANE R=60.00' A=80.99' �I 50'ACCESSEASEMENT -AND-MLITYEA3EMENT T=48.02' C=74.98' h I SDMH TOP: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 � f f / s849T - - - - - - - - - - - - EX. DRAINAGE EASEMENT 9 •BOAK35 (D.B. 2721 P. 145 PLAT) 43.42 •120AK30 / •80AK25 / / •72 /•120AK30 •,2ogKjp J 446.72 EX. CURB (8MAG25 TO REMAIN Bo KB SDMH-EX7 • \G,25 • MA • IOTREE25 • BTREE20 447..34 DOT NEW VDOT I i \ CG-2 CG-2 I I 6 a (48" MAX�T) HH / •8MAG25 1 1 \ Cc�r� us \ ASP ALT MODULAR CMU MILL EX.�SPHALT SURFACE S0MH-A5 1� H3-A4 436.62 44347 MILL EX. ASPHALT SURFACE •MAG25 I -f - - kous�a - - - - - - - - - - - WALL TO RE IN - f- - - - AND ADJ�JST GRADES AS 446.66 - - - - = =SHOWM TF+ GRA - AND ADJUST GRADES AS I s 31 1 ��i \ ASPHALT IIAYERS I I b^ SHOWN WITH GRAVEL & 25 434\ O ASPHALT LAYERS O \ \ BMAG 3 i �, \ �� 14EVGR25 `✓� \ I y 432.13 4 \ P • 18OAK35 \ _ _ • � 50 ' \ • GR25 3X 6TREE75 \ • �78 AK35 REf2B • tl 436 • TREE75 •120,g '30 \ lOEVGRS TW GRATE-E7 A3587 < 438 - \ • 8EVGR.W - - 4M7.81 • �• -444 44453 SAN/TARYSCHEDULE / • IOEVGRS • eW BW- ` 12EVGR25 740AKK35 3X 6TREE75 l ' Tw ''zTREE2�- \ METAL 440 - i.V 430.57 43074 Tw �- \ 12EVGR25 •74EVGR2 CO SSMH 7 TOP: 479.05 I 8MA 25 434 6TRE �- 590 \F CE 439.5 441 - 3 • LP / 433 3 �- - _ m - TW /N.' 10"D/P 411.71 (SOUTH/ h .. - _. ., Bw Bw .. -_ eW 445.76 FT-EI OUT. 10"DIP 411.64tSSMH-2) 43027 • 430.22 \ 434.23 44573 \GATE SSMH 2 TOP: 409.90 POST IN.- 10"DII 407.49 0MH-1/ TIE INTO EX. GAS • / `L / / \ OUT.-10"DIP 401.38 NORTH) SERVICE l • 6MA y2.5 ' /4 / wo�K 42982 �o COLUMN, TYP. / • q32 / 1 COVERED / / I + I FFE STORM SEWER SCHEDULE 8 AG25 / CONCRETE DRIVE / ADJUST w 432s9 433.42 GRATE TPVC( • 42938 j o EASEMENT /N4FT-El) eM c25/' / l� ELEV. 428.30 --G G 14 LT �G G G 430.37 1.60 / �G G G O OUT.' IS"HDPE442.17 /AS/ EX. W ER P SDMH-A5 TOP. 446.66 -�-_- - 430.37 SERVI E & METER LP G 4TREE� OUT.5"HDPE447. 3(EIJ / wow ASPHALT ��� l l ROLL -UP O\ TO R MAIN-428- TW / DOORS 437.77_ 2&A'� WATERLINE SDMH-A4 TOP.' PE AR3435 (A NEW VDOT G �/ ROLL -UP �EAS�bE T Ga 42763 OUT.515'DHOPE423.SB%l3/ f q TIE INTO EX. GAS BUILDING ADDITION D.B.3 P. 129 I / / DOORS CG-2 \ / 4 .93/ j CONIC. FIFE 428.40 �W� �\�w� SERVICE SDMH-A3TOP.'435.22 CONIC. IN: 4"PVC 429.33 (FT-A3) / WALK r \\ 42789 IN: 42"PIPE 399.46 (EXI) © 4 .I �a26 SERVICEE& METER OUT.'ASSUMED42"PIPE 399.60/A2J 428.63 ° - 7 426.90 SDMH-EX7 TOP.' 435.96 JR 10 � TO REMAIN IN. -ASSUMED 42"P/PE400.27(EX/A) • % T - - - - FE O #960-A OUT. -ASSUMED 42"P/PE399.96 (A3J 6H0 n L / TRANSITION FROM 42323 • Q • 6" CURB TO FLUSH J4254 C,2 \ REE7 MULTILEVEL PARKING SDMH-EXIA TOP:448.II 6HOL30 6HOL30 429.00 FLUME o GARAGEANDBU/LDING 428.62 � l r` �- , OUT.'ASSUMED 42"PIPE 40506 (EXI) QQ csw I 4sB.o Ulmus parvifolia ROLL -UP FFE � SDMH-A2 TOP. 425. 72 RE-ROUTE EX. Athena DOOR 428.30 IM6"PVC478.70(FT/ /N: I5"HDPE4/6. 72 (F7) • 4 WM RE-ROUTE EX. /N.MASSUMED42"PIPE398.26(A3) GAS SERVICE 42g,00 G TIE TO EX. Z ro u9I \ l 428„ FT FILTERRA TO REMAIN nj I GAS SERVICE 0UT- ASSUMED42"PIPE 398.19M7) Q h RE -STRIPE I / / / 428.18 FDc s SDMH-F7 TOP: 42254 PARKING / / J ADA RAMP •4T EE75 IN-F7) / TO REMAIN UMANSKY SUBARU OF #960I ( / OUT.'75"HDPE418.69/A2J Qz Q FFE C H A R L OTT ES V I L L E ° f / SDMH-A1 TOP.' 420.79 Q ADD 428.40 1 STORY IN. -ASSUMED 42"P/PE386.37 /A2J f\ �� HHQ / / 8.02 EX. SHOWROOM/SERVICE BRICKBUILD/NG � I __a? • : /N'48"PIPE385.67(EX2) LANDSCAPE 47REE75 OUT. -ASSUMED 48"PIPE385.48 (GRATE-7) FIFE 428.40 TMP 45-68D4 LP ISLAND / / Tw SDMHEX2 TOP.42235 o / Ulmus parvifolia 42239 J - BRICK IN: 15"RCP 474.76(EX3)/ PA RCEL E M II i - WALL IM 46"PIPE 402.35 (WEST) MILL EX. ASPHALT SURFACE I/ / / TIE tTO EX. 6.739AC. / 420.47 / AND ADJUST GRADES AS LP � / I 42 •� ` OGRATEB-1 TOP.409.52(AIJ MA 25 IN 78"RCP 401.40 /EXSJ SHOWN WITH GRAVEL & 42z TRANSITION FROM m I 1N 24"HDPE39346(B7) AG75 IN: ASSUMED 48"P/PE38334 M lJ ASPHALT LAYERS j 4 / 6" CURB TO FLUSH Thuja occentalls'Emerald' 36" O.C. / I I G`rRATE-DJ 408.737 RE-ROUTE 6" \ W C UNOUT D/RECT/ON enu SDMH-B7 TOP: 47399 10T1�EE30I IN- 4"PVC 410.46 (FT--87) ACSA WATERLINE / / O COVERED / q18 41029 // 1N24"HDPE394.86(B2) / C% z4LK CONIC. PATIO - / i� ( IN. 75"HDPE406.5/HI) �LI�1 A24 �/ / / OUT. 24"HDPE394.55 (GRATE-7) l /SD H-2 I \ ELEV. 428.40 -426� / 5 ILOUT: v /// SDMH-HI TOP.47269 �% • l }4 �6 -8TRE� 147REE35 L30 ((c�jl\42 .12 -I�� / •6TREE25 F�DRAINAGE-EAS€MENT- 30 �BTREES / I / OUT- 7PP5VV"CCHD((FFPTTE--HH47I0AB8JJ.47(B1) 6TRE2_ �RATE-G7 'S9 4\b DHEP. - 476.07 415 / SDMH-82TOP:47386 /S\p2v lI\ \ Q 42 N75"HDPE406.29(G7) 425.07 266 CSW HHHCICV 46IN.- 75" HDPE 404.62 /D7/IGN 42023 EB 61REE75 s 417,87 OUT.'24'OHOPE3957/0 /80 / ACA.58� EW / �•/GRATE-G1 TOP: 416.01N31°3930'W \ 6ee "HDPE452.00' OUT: 75'HOPE408.73(82) LP� SE ENT,YP. 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STAIR \ • ASS RVIC • // FH SDMH-EX3 TOP: 42322 }� \ \ TREE25 / R R TE b ' TREE25 I / OUT-15"RCP 475.42(EX7) I TREE35 (8 R 6" E ) 9 S2254 / \ A SA ATE LINE PKNF 1 I 06MAG30 422.54 IOT,gEE30 6MAG30 ) REPAI ASPHALT' \ 6TREE75 6TREE75 419.93 47750 41441 • • • / / 8TREE25 • SSMH-2 I i FTE LITY \ \\ I 6TREE25 // 413.0 61 409.90 INSTALLA ION, TYP. / \\ \ � ASPHALT // $ F $�- - -20LORA!/JAc� AS HALT �207 7fSPHALT $ $ 3 4235--------- \EASEMENT----�pi3 -- --- - -- -- ----- O° � � l �- UGE UGE�< UGE UGE C9 SD H- X2 ) $ �� VEPCO ESMT. / CO - D.B.767 P. 298 • $ $ $ D.B. 3058 P. 667 / FT-HIA GEN MAG25 0 �10 z R=60.00' $ SQ $� / C035" SDMH-87 \I A=72.54, - $ $ 1D" DIP C� \� FFBI - �- - - - - - - - - i L 4L?�99 - 47374 SDMH-H \ w $ 420.49 / 47R35 / 4/6. i - - - - _ _-_ 472.69 C=682U" 20 ACSA' $ Ol'� ITREES 4/59572 •�.bjAG25- C8=N79°3808"W N EASEMENT EWER LPG, LP �� LP }� �- _-�- XL4TRE §MAG25 - -�$ 423.05 42263- 36 / �c i41S02-2X6TREE1 HI DELTA= 69 16'18" \ v SSMH-7 D.B. 2721 PY-05PLAT y_ 8MAP25 L L� P 473.76 C / dTREE75 - a 479.05 D.B. 2721 P. 152 i'- -VEPCO L i -� I 302.6Gr AP25 / � - AG75 \ 7 W o (�l • 8MAP30 / CENTRAL Li / i 8MAP25 / • S24 4426' o GRATE -I _� •� \ 6MAP25 4.8�564 .520 � i _• - 12TREE30��•� • P25� /�a179-52�.`� • • 8MAP25 • - �� 72TREE23' 1 8MAP25 -� �j`� SP 1GE VEPCD ANO CENTRAL 7 ,27'- S3� 1 ' "W �6MAP75 +- -•- 4TREE7 C TCB TELEP NE EAS�EMENF- �'y�/ • �8MAP25�--�� 8TREE25 \ IOTREE30 / 420.82 P D.B. 13?6 P. 224 - EM .�� $2 5 / / I� l j S-fir \ 10'PA NLKR G % OHU OHU OHU �- OHU �FB jS9Iv� SETBACK ' S57°393" OHU OHU o OHU -� OHU 0 ,u -� , U OHE OHU yy HH ,a p1 OHU --� OHU OHU t� II 7 OHU a i 0HFONc OHU 0--M U OHU UP I I rypt meri japonica Cry tom ria japoni a oshi o' � 'Yos ino' \ \ Ic� \ \ CONIC. RET. ALL NE waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 1 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 revisions _________ ________ ____ LANDSCAPE PLAN a CSW y O TRAFFIC CONTROL ----------- ------- --- CSW m p y � - ° PO EASEMENT - L7J b sheet title D.B. 1402 P. 144 VO a SDMH-EX4 TOP.• 4/4.39 SDMH-EX5 TOP: 409.52 N.72"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) SEMINOLE TRAIL U VARIABLEW/DTHR/W 0 10 20 40' N OLl 06 sheet number . 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 & SEWER 30' MINIMUM W SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TD THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 -------- EX. GRADE - ---- -----� 3.5'MIN. C VER,TYP. 76" C SS 52 DIP WA ERLINE - - - - waz � W H Q J � W 3 W H i Q Q W w W [O UvJ o ax NOzLU �03 wCL0 o o w o W wQw 0~ n m e ❑ - W - CO CO i J~_ m Lq Iq 0 w x- w X IL w a w N N .6 w wo x3 �O 1n+nn In+An In+Rn 11+9n >>+An »+nn »+An »+Rn vi+qn vi+An WATERLINE IAI PROFILE SCALE: I"=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 revisions SITE DETAILS sheet title Ll 07 sheet number