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HomeMy WebLinkAboutARB202100049 Plan - Submittal (First) 2021-04-26 (2)VICINITY MAP: 111 = 1,000' SOLTh,FO /' LO O'GROUNOS RD OCHRIDGE LN 659 SITE P SOUT' F RK RIVANN9 RIVEESERVOIR \ 29 --�-� o oON 0 =oJ c2 DR 854 c OO�eRp- �y� O'1'MER�RD EASTBRO' \ pPry�L 0 2�0 °�LZR G j �. b UMANSKY OF CHARL NEffluff OTTESVI LLE ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT SHEET INDEX SHEET # SHEET NAME L100 COVER SHEET L101 NOTES L102 EXISTING OVERALL SITE PLAN L103 EXISTING CONDITIONS L104 LAYOUT PLAN L105 GRADING & UTILITY PLAN L106 LANDSCAPE PLAN L107 SITE DETAILS SDP 2003-00067) A P R I L 26, 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 APPROVALS: COMPREHENSIVE PLAN: NEIGHBORHOOD 2 - PLACES 29 PLANNING/ZONING PROPOSED USE: AUTO CAR DEALERSHIP DRINKING WATER WATERSHED: NONE ENGINEER DAM INUNDATION ZONE: NO AIRPORT IMPACT AREA: YES BUILDING OFFICIAL ENTRANCE CORRIDOR: YES FIRE OFFICIAL TOTAL # OF UNITS / DENSITY: NIA DENSITY BONUS FACTORS: NONE ACSA WAIVER / VARIANCE REQUESTS: NONE SPECIAL EXCEPTIONS: NONE VDOT SURVEY SOURCES: LINCOLN SURVEYING (434) 974-1417 MARCH 30, 2021 ARB 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 REDUCED BY 100 SF TO 190,897 SF BUILDING SQUARE FOOTAGE: 67,700 SF EXISTING + 5,685 SF PROPOSED = 73,385 SF TOTAL STANDARDS AND SPECIFICATIONS SETBACKS: 10'MINIMUM FRONT BUILDING SETBACK 30' MAXIMUM FRONT BUILDING SETBACK 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 0' SIDE AND REAR SETBACK ADJACENT TO COMMERCIAL 50' SIDE OR REAR SETBACK ADJACENT TO RESIDENTIAL 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. MAX. HEIGHT OF STRUCTURE: 65' ALLOWED BY CODE (15' STEPBACK REQUIRED FOR EACH STORY OVER 40') 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: 64 SERVICE EMPLOYEES MAXIMUM EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. RECREATIONAL AREA: NIA 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION. LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. PARKING REQUIREMENTS: OVERFLOW SPACES FOR PARCEL 68133: 80 SPACES 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND 61,251 SF VEHICLE DISPLAY PARKING / 1500: 41 SPACES EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. 44 SERVICE BAYS @ 2 SPACES/BAY: 88 SPACES 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 DATED 2003. PARKING PROVIDED: 269 PARKING SPACES PROVIDED SITE NOTES: SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND BH BORE HOLE GAS LINE TBS TO BE SAVED THE PROJECT PROPOSES EXPANSION OF THE SUBARU SALES/SERVICE BUILDING INTO THE PARKING/DISPLAY AREA TO THE WEST OF BM G BENCH MARK PHONE LINE UGT TER TO BE REMOVED THE EXISTING BUILDING. 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. 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. 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 MF MONUMENT FOUND EX. STORM DRAIN LINE 1 TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL PF TREE TO BE REMOVED PIPE FOUND PROP. STORM DRAIN LINE HEALTH OF THE PLANT. PKNS P-K NAIL SET 5. THE VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 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 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. RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 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 04/26/21 PstONAL 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 APRIL 26, 2021 issue date 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 APRIL 26, 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 <: t A x � L h k. J � F rN 'T1 ti S •x _ r j`tij SUBARU PHASE 11 I � 5 � !f 'I 1 ' I • J dl 4' t i i r r' jj} r +il 1 � r 1 I milli.t 1 ./ � •` _ � J All 'r 'a To »»+,a.m a,[>.•. 15 }' ��^!�d DOURLETRE2 - - ' ire` r f '-,+_,- .tr3v,.sa•.._aaxsm.s>'a' ,>a.,-� ,:.,.. m • f! 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ROUTE_29 SOUTHBOUND LANES/ /VARIABLE WIDTH R.O.W,I .,:.......... .:n..........:.,.. 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 APRIL 26, 2021 issue 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 Y4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS 1 MISOM 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"W1.4XW1.4W/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. L GAS SERVICE a RE -STRIPE — h PARKING 144 >� 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 HH I/ I C u j v, O i I � , / O CSw 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 CO C. R T. W ILL NE OVDOT (48" MAX HT) CG-2 I I ASP ALT MODULAR CMU MILL EX. ASPHALT SURFACE I WALL TO REMAIN AND ADJUST GRADES AS --------_—_____ ___________ __________________SHOWNWITE#GRVEL—&— ASPHALT LAYERS II -0 LP x II II / M-7-A3 �J AL 44453 E7 �/ \ FETCE 26'-3" ZP — — — — FT-E1 /- \GATE 445.73 LP / / — POST / ASPHALT �-- COLUMN, TYP. COVERED CONCRETE DRIVE`' ELEV. 428.30 91, ROLL -UP DOORS BUILDING ADDITION— ROLL -UP FIFE 428.40 DOORS CC. ONc+� WALK LD ZTRANSITION FROM 8'-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 IFE 428.40 TMP 45-68D4 PARCEL E BLOCK WALL J TIE INTO EX. GAS CONC. SERVICE EX. WATER SERVICE & METER TO REMAIN #37 0-A MULTILEVEL PARKING GARAGEAND BUILDING WV RE-ROUTE EX. GAS SERVICE FOC BRICK WALL F GRATE-D1 408.79 6I // \\ # (D.B. 2721 P. 145 PLAT) Gc 416.0GRATEG7/ SIGN HH CSW EB HH \�\ I \\ / 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" J TIE TO EX. TRANSITION FROM 6" CURB TO FLUSH cc / 0 5' R . 101, O COVERED O N ALK CONC. PATIO ELEV.428.40 N e\ R EX. DRAINAGE EASEMENT ADJUST (GG EASGMENT____G_EX. W ER SERVI E &METER O TOR MAIN 20�S4C5 WATERLINE G) T C� P. 129 FT G2A 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 �?� �iGC� w \ "\_7__W // DRAM EEA [A W W W W W W W — //l \ G.B2721G14sP \\ G G G G— G G —G G G G G— G�sPHApr/ G PKNF / l/ \ —1?1-WV \ // FT-FI \ I 422.B7 \ \ R -RO TEE . / 0 / LP CONIC. STAIRS \ ASSERVICE // FH (8 R @ 6" E ) ` R -RO TE 6" PKNFI \ A SA ATE LINE I/ I REPAPHALT \ \ \` INSTALLA ION, TYP. `\ \ ASPHALT //— $ GCR $ $—e— _ _ _ _ _ _ _ _ ASPHALT �- ASPHALT �- UGE UGE �j UGE UGE — EASEMENT — — — — — — — — — — -` ° � � 30' S� ETBA_QK $ �— VEPCOESMT.— D.B.767 P. 298 J — — — _,� $ D.B. 3058 P. 567 /y, FT-HIA GEN - - ETBA $ $ $ ]�" DIP $ FT-BI �z _ — 47374 \ \ ---- $ $ 476. 20ACSA' $ $ / $ AR!$SEWER \ EASEMENT D.B. 2727 P. 145 PLAT Cyr P FT-H1B D.B. 2727 P. 152 VEPCO & C� 47376 C\ CENTRAL SMT. — GRATE-7 = — Alp D.B. 564 . 520 409.52 TCB P Ice VEPC AND ND CENTRAL 159.2T — �— S3507131W C S TEL1 36 F. 2SEMENT EM Wr15' 0'W P D.B.D 224 i� 70'PARKING y ° UU L/p 'IN —� SETBACK .2 S57 3954'E OHU OHU o OHU OHU OHU OHU OHU OHU OHtY— OHUFOS1�- OHU OHU OHU OHU— OHU 17.00' OHU FpJ OHE OHU HU p HH HH OHEONC OHLI6RU— 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 APRIL 26, 2021 issue date 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 i1 DOUBLETREELANE R=60.00' A=80.99' �I 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 � 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 • �5.96_' \• MAG25 • IOTREE25 • BTREE20 447.34 DOT NEW VDOT �6 SDMH-A3 @f1V. (QMAX HT) \ 2 a CG-2 CG-2 HH w \ MILL EX.' SPHALT SURFACE •SMAG25 1 i 436.62 426.00 w T MODULAR CMU 443.47 SDMH-A5 G • I I SD A4 f/ WALL TO RE'^'M�IN f AND ADXST GRADES AS 446.66 MILL EX. ASPHALTSURFACE MAG25 EX. 1 ----------------------- ------_-==�� �j E �-__--_------ AND ADJUST GRADES AS I s q3431 I �i ASPHALT I AYERS I I ab^ SHOWN WITH GRAVEL & A 25 � 2 b ASPHALT LAYERS • \ D T 432.30 TW 431 0 J�IR5 8MAG 43 P • \ \ W 42 .DLOB'W 429.00/� 14EV sBC 433. 4 11 3X61K= 5 428. 0\ 1 35 �I80AK35 50TIE TO EX. 6' ACSA �T-A3 - • TREEIs •20 K30 EVGR5 4TW/ _GRATE -El WATERLINE W/ 6" X 6' / �35B7 + 436- 438 \ • • BEVGR20 • Bey BW `BI •12EVGR 5.14OAKK35� 4 444.53 3X6TREE75SAN/TARYSCHEDULE II \ Tw`3iRfE2:r-META 440 yy 430.57 43074 Tw \ 72EVGR25 • CO \ 74EVGR2 SSMH 7 TOP: 479.05 TAPPING SLEEVE & 8MA 25 434 6TRE 590 \F CE 439.5 441 - VALVE h 1 • l0 LP 3373 � / - - - . ew w FT E7 OUT: /SOUTH/ BW B 0 \ 43423 R 44576 44573 OUT.' 10"D/P 417.64 (SSMH-2/ / / f �77430.27 430.22 TIE INTO EX. GAS / I • / `L l 8" ACO BCOCK \GATE SSMH2IP 7. 9 tS /6 POST /N.' 70"DIP 407.49 /SSMH-I) SERVICE l �• B 25 / �/ 8" ACO wALL 429.8 EX. GAS SER ICE OUT: 10"D1P 407.38 /NORTH) AK f / / TRENCHDRAIN COLUMN, TYP. • q32 / TRENCHDRAIN- EX &METERS TO . STORM SEWER SCHEDULE B A s BC 431.00 ADJUST REMAIN N 43259 433.42 I "�� CONCRETE DRIVE _ 4293a /NR4TPVC(FT-EI) •844kG, B 9.00 ELEV. 428.30 G G EASEMENT _ _ G \ oG G OUT: 15"HDPE44217(A5) 430.37 1.---606 PLUG / � � � LT / EX. W ER P SDMH-A5 TOP. 446.66 C428.00 - �- - - - SERVI E & METER LP7 430.31 \ •O IN: 15"HDPE447.53(E1J T/ w , ASPHALT i430 ROLL -UP \\ TOR MAID-428- TW G - 4TREE20 OUT:15"HDPE439.66 IA4) o'er �� l l - / 428.00 DOORS � 437.77435 4 50' 6 PLUG 2R\A5S WATERLINE SDMH-A4 TOP.' AR3 (A NEW VDOT G ROLL -UP �% �EAS�ME T Ga \ 42L63 OUT.515'DHOPE423.SB%l3/ f BUILDING ADDITION D.B.3 P. 729 a TIE INTO EX. GAS CG-2 a / 4 .93/ / 428.30 DOORS / / CONIC. FIFE 428.40 �WV E 6 CSC W L CONC. SERVICE V-4 PVC4029.33(FT-A3) I/ / WALK \\ 42Z EX. WATER 89 IN: 42"PIPE 399.46(EXIJ a \ l� OUT.'ASSUMED 42"PIPE 399. 60 M2) 26 6- II 426 TO REMAISERVICE & N IN. ASSUMED 42' P/PE400.27 EX/A 428.63 � ° �- - - - - - - - - - - - - - - - - - - - - �JR 70 � � ( J • % FE #960-A OUT..-ASSUMED42"P/PE399.96M3J j\ TRANSITION FROM 6y0 L 42e.2e EX 428.28 • Q • / a' SDMH G2 \ REE7 SDMH-EXIA TOP: 448. I I 6" CURB TO FLUSH 4254 MULTILEVEL PARKING Q� 42862 6HOL30 6HOL30 429.00 � / / r` __ :- a FLUME ROLL -UP � / GARAGEANO BU/LD/NG OUT.- ASSUMED 42"P/PE40506 (EXIJ CSW I / l 428.0 FFE SDMH-A2 TOP. 425. 12 RE-ROUTE EX. DOOR 428.30 1 IN: 6"PVC478.70(FT1 /N: 15"HDPE4/6. 72 (FI) GAS SERVICE 429.00 TIE TO EX. • 4 WM RE-ROUTE EX. IN.ASSUMED 42"P/PE398.26(A3) r� / TIE 8" PVC FROM 1 Z ro u91 \ 428.77 Fr FILTERRA TO REMAIN GAS SERVICE OUT.'ASSUMED42"P/PE398.79(AlJ Q a RE -STRIPE I / / / 428.18 TRENCHDRAIN TO 1 FDC s SDMH-F7 TOP: 42254 PARKING \ / / I J ADA RAMP EX. SDMH-G2 @ •4T EF IN--F7) b TO REMAIN UMANSKY SUBARU OF OUT.'75"HDPE418.69/A2J ro / #960 INV. 423.00 FFF CHARLOTTESVILLE ° f SDMH-A1 TOP.' 420.79 Q 4� ADD 8.40 I STORY IN.ASSUMED 42"P/PE386.37 (A2J 1 2T HHQ / e.02 EX 428.40 EX. SHOWROOM/SERVICE BRICKBUILD/NG 1 4 2 • IN-48"PPE38567(EX2J � LANDSCAPE / 4TREE75 OUT.'ASSUMED 48"PlPE385.48 (GRATE-7J FIFE 428.40 TMP 45-68D4 LP ISLAND / 1 J 422.39 J\ BRICK IN:15""RCP 74.76(EX3)/ / PARCEL E MIIi - WALL MILL EX. ASPHALT SURFACE I/ / 4 7.54 TIE TO EX. 6.739AC. i1 / 420.47 / OUT:4 "PIPE43s(wA7) AND ADJUST GRADES AS LP / X' / •kMA�2s1 OUT.'4B"PlPE40249 (A7J 4� GRATE-1 TOP.' 409.52 SHOWN WITH GRAVEL & G 42z TRANSITION FROM ,n � I 1N 78"RCP401.40PEXSJ ASPHALT LAYERS / a / 6" CURB TO FLUSH / I 1MASSUMED 9846P83J AG75 IN: ASSUMED 48"P/PE38334 /AlJ ?6 / / t GRATE -DJ OUT.ASSUMED 48"PIPE 38334 (8/ / 5 \ Co 17 * I 408.79 UNKNOWN OUT DIRECT/ON RE-ROUTE 6" O W/ c /40,I / w }lor�EE3o �Q SDMH-B7 TOP: 47399 IN 4"PVC 410.46 (FT--87) BC 426.70 TW 428.50 1 / M24"HDPE394.86/B2J ACSA WATERLINE /O COVERED 4\a 470.29 / / EX. d �• /ALK CONIC. PATIO BW 426.50 / d24� / / J I I /�/ OUT.24"HDPE39455(GRA7F-I) BC 426.00 / i I TAN 428.50 / SDMH-HI TOP.472.69 cc)• / SD H- 2 A2 \ ELEV. 428.40 -426 ^- / / I4yyEE3 �/ f47Z39 I I y / / (d 4 6 BW 26AQ _ _ _ _ �rRt _ i 1 L30 / \ / '� I /N.' 4"PVC (FT-HIA) / •6TREE25 % / 87REE5 / IN: 4"PVC(FT-H18) F�DRAINAGE_FAS€MENdT- / I1 l \ G�\b/ / OUT' 75"HDPE408.47(B1) 59 6TRE601`1 .475 \ 2�.P_4130 ��G SDMH-82TOP: 47386 425.07 /l \ \ EB°o HH ICV 476.98 476. IN: 75"HDPE406.29(G .66 CSW yy IN: 75"HDPE39537 IDD77) S/GN g• 6RE T 42850 420.23 IOTREE30 s OUT.24"HDPE39510(80 / / � 4.58 F\ V • T 428. 0 B 42 .00 EW ' AC A • N31 3950'W / \ 7/l \ f \I 6TRE 25 �% GRATE-G1 TOP: 416.01 52.00' / 7/ \ \ 7�1 EB TE LINE LP �- /� N.'75"HDPE408.15 /G2J �� / \ / I OUT:75'HDPE408.73(82/ l �\ LP+ BS 0 SE ENT, YP. � � \ �\ ' // � ASPHALI ::E � IO�\ + [416.25/I _ GRATE -DI TOP:4087911 wW W OUT.'75"HDPE406.28 423,50 423.47 414. J/SDMH-8 SDMH-G2 TOP42540 • VW W�W W W W /_IN.-G2AJ -W + OUT: 75'HDPE416.84(G1) 4TREE70 J/ D.B. 2727 P. 745PL \ 420.27 478 2 �b N45°0024'Dy • // \ G G\ G7 G G G� G G G GQ G G G G 27.93' PKNF / 4TREE10 // q�- /-/ - - �WV FT-FI 423.63 421.31 I 42287 4 233 \ \ R -RO TEE . / 4 .04 o 1 F$414�0'i413.82 2rREEs 0 / LP CO C. ST IRS • ASS RVIC • RE OVE X. 9 SDMH-EX3 TOP: 423.22 }� /\TREE25 TREE25 BEN ANOUT.'15"RCP415.42(EX2) NEE35 (8 R 6" E ) R -R� TE 6"REPCEW/ PKNFI SDMH-F7 A S ATE LINE 11 •6MAG30 422.54 70T,gEE30 -� • I •) 2 \ \ 6TREE25 6TREE25 479.93 47L50 414.41 9 SSMH-2 6MAG30 REPAPHAL' (2) - 6" G.V. �L • • • / BTREE25 409. 90 ryry / -AFTE LITY \ \\ I 6TREE25 413.0 Gc INSTALLA ION, TYP. ASPHALT // $ F $�- o _- _-- \ --20-DR,AIhGgG� _ _ _ AS HALT �- �120.7 ¢SPHALT $ $ �- Z SD H-X235 EA3'EMENT----r4 11O)Z2 -- -- __ _�__ O�� / �- �- UGE UGE UGE UGE a 4D--------- --- ` $ S VEPCO ESMT. / CO I - \ D.8. 767 P. 298 • $ / MAG25 R=60.00' / $ $ DIP $ $ / C035 D.B. 3058 P. 667 SDMH-87 413.74 GEN n - A=72.54'- S C FT B7 - �-K415P5 - - - - - - - 413 99 _ SDMH H - $ 420,49 / 47R35 / 4/6.od 472.69 U C=68.20' 20 ACSA' $ (7� ITREE5 • jAG25- AR!$SEWER 472. 7 p \ N -� $ EASEMENT 423.05 422.6§- / LP �� LP}� 4, 1502 2FT-H/B 1 �AG25�- - Z C8=N79°38'08"W o _ Lpi (- a DELTA= 69°76'18" v S5MH-7 D.B. 2721 PY-05PLAT 8MAP25 ALP- f 419.05 S �i L 473.76 C _� / d)TREE75\ U D.B. 2727 P. 152 AP25 �- -VEPCO & -I 302.6G'r o C P. • 8MAP30 / CENTRAL Li �i GRATE-1`� 8MAP25 - • AGISi \ i • S2(�W 72TREE30 6MAP25 ,�• 4.8r564 . 520 • 4VT52,.�� -• • • 8MAP25- \� •-��72TR=E23°• %4�+j " / 8MAP25 -� �j`� / r - H SP 10'E VEPCD A1d9 CENTRAL 7 .2�'- S3� I W J�7� �jj - �6MAP75 _ - _•� 4TREE75 H 420.82 �, TCB TELEPF(ONE EAS�EMENF- EM r 72�5' 8 W IOTRE 0 �- i �8MAP25�--�� \=TREE25 �- • -_Z P D.B. 1 6 P. 224 / - °'o _-OH� - / ILy I 541�58S-9r� 70'PARKING -_ y \ o OHU OHU o OHU -� OHU O ,u -� a HU ❑OHU OHU OHU �- OHU UF- j- OHU / W SETBACK c S5 17. 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W ILL \ 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 APRIL 26, 2021 issue date revisions GRADING & UTILITY PLAN sheet title SEM/NOLE TRA/L U VARIABLEWLDTHR/W 0 10 20 40 N OLl 05 sheet number iI DOUBLETREELANE R=60.00' A=80.99' �I 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" 1 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 / / •12 /•120AK30 •,2ogKjp J 446.72 EX. 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STAIRS \ • ASS RVIC • // FH SDMH-EX3 TOP: 423.22 y� \ \ TREE25 / R R TE 6" TREE25 I / OUT: 15"RCP 475.42 (EX2) I TREE35 (8 R 6" E ) 9 SDMH-F7 / \ A SA ATE LINE PKNF 11 •6MAG30 422.54 70T,gEE30 6MAG30 � REPAI ASPHALT' \ 6TREE75 6TREE75 479.93 47750 41441 • I • / / 8TREE25 • SSMH-2 • I FTE LITY \ \\ 6TREE25 // 413.0 GG 409. 90 INSTALLATION, TYP. / \\ \ ASPHALT $ F `_7 SDAJff-A 4- _F -20-DR,NNgG� AS HALT �7 7fSPHALT 3 4235--------- \ EASr�ENT----pia ------ -- ----- O° l �- UGE UGE �<y UGE UGE - C9 SD H- X2 ) $ �� VEPCO ESMT. / CO - D.8.761 P. 298 • $ $ $ D.B. 30.58 P. 667 / FT-FTGEN MAG25 0 n z R=60.00' $ SQ $� / C0�35" SDMH-87 ( I A=72.54, - $ $ 1D" DIP C� \� FT-87 - �- - - - - - - - - i L 4L?�99 - 47374 SDMH0 \ w $ 420.49 / 4IA35 / 4/6. i - - - - _ _-_ 472.69 T=41.45' / $ C=682U" 20ACSA' $ Ol'� ITREES - 41595 •�.bjAG25- C8=N79°3808"W N EASEMENT EWER LP �, LP LP}� �- _-�- FT-H/B§MAG25 - -�$ 423.05 4226§- 36 / �c i41502-2X6TREE1 - �- J` DELTA= 69 16'18" \ v SSMH-I D.B. 2721 PY45PLAT S- 8MAP25 L L� P 41376 C / dTREE15 - a 479.05 D.B. 2721 P. 152 i'- -VEPCO & �_ i -� I 302,66'' AP25 / �' AG75 \ �'r W o (�l • 8MAP30 / CENTRAL Li / i 8MAP25 / • S24 4426' o I GRATE-1 _� •� \ 6MAP25 4.8�564 .520 i _• - 12TREE30��•� • P25� /�a179-52�.`� • • 8MAP25 • - �� 7AME73' 1 8MAP25 -� SP 1GE VP A9d9 CENTRAL 7,27'- S3� 1 ' "W �MAP75 +- -•- 4TREE1 C TCB TELEP NEEA3Dti ItENZ- �'y�/ • �8MAP25�--�� 8TREE25 \ IOTREE30 / 420.82 P D.B. 13V6 P. 224 EM .�� $2 5 / / l j S-fir \ 70'PA NIKR G % OHU OHU OHU OHU 1FB jS9Iv� seregcK ' S57°393" OHU OHU o CHU -� OHU O ,u -� a HU ❑ i U -� �- OHU / 17,00' U OHE OHU HH HH ,a pl OHU--� OHU OHU t� II - OHU a j oHFONc OHU CiiU OHU UP 1 I EVERGREEN TREE RNA ENT L \ � TREE C.R T.W ILL \ \ 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 APRIL 26, 2021 issue date revisions CSW LANDSCAPE PLAN a � `y O TRAFFICCONTROL------------------ --- CSW m p y EASEMENT sheet floe D.B. 1402 P. 144 VO a SDMH-EX4 TOP.• 4/4.39 SDMH-EX5 TOP: 409.52 N72"RCP409.97 (WEST/U.S. )?0UTE2R (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 rl it h 1 1 f1 ll h• LINE 2500 P.S.I. CONCRETE B n 2'x 2' BEARING AREA. THRUST BLOCK G a. c A 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 M-9 i4• Y �%6 AND HEX ALL -THREAD RODS., �► ,, VALVE IL501"HIMl3��� z UNMSTURBED EARTH ililil111 a"a"a. 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 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 NTS 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" & 6• 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 AREA RESERVED FOR WATERLINE PROFILE 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 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 APRIL 26, 2021 issue date revisions SITE DETAILS sheet title Ll 07 sheet number