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Home My WebLink AboutSDP201100082 Legacy Document 2012-01-27 (16)►1l\iP /Gl�C BOAR'S HEAD SPORTS CLUB EXPANSION ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN AMENDMENT (SDP #200500036) DECEMBER 12, 2011 REV. JANUARY 19, 2012 GENERAL CONSTRUCTION NOTES UTILITIES LEGEND PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS ALSEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES 1. ALLSHTEWORKANDALLIMPROVEMEMSS H.:.1,1 IEMPLANSAREREQUIRED TO BEPERFO RMEO ANDIO RIN STALLED.UNLESSSPECHFICALLYIIEMHZE OAS- NOTINCLUDED 1. WORK SHALL BE SUBJECTTO INSPECTION BY THE ALBEMARLE COUNTY SEWICEAUTHORITY INSPECTORS. THE CONIRACTORWILL BE RESPONSIBLE FOR NOTIFYING THE IN CONTRACT' IN THE OWNER I CONTRACTORAGREEMENT, THE CONTRACTOR 15 RESPONSIBLE FOR PERFORMING ANO/ OR INSTALLING ALL SITE WORK AND IMPROVEMENTS PROPERSERVICEAUTHOMWOMCIALSATTHESTARTOFTHEMRK SHOWM ON THESE DM%MNGS.IN=DNG ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATEDIMTH SPECIFIED IMPROVEMENTS. 2 THE LOCATION OF EXISTING UIUIESACROSS ME LINE OFTHE PROPOSED WORKARE NOT NECESSARILY SHOWN ON THEPLANSANDWHERE SHONM,ARE ONLY 2. CALL MISS UTUTY (15003 4 081) PRIOR TOAM LAND DISTURBING ACTIVITY. UTIUTIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE APPROXIIANEYCORRECT.THE CONTRACTOR SHALL, MKS OWN INITIATIVE. LOCATE ALL UNDERGROUND UNES AND STRUCTURESAS NECESSARY. ENGINEER FROM VARIOUS SOURCES MOHAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAYBE NECESSARY TO CONFIRM THE EXISTENCE OR 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENTEDITION OFTHE GENERALWATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ACOPTED NONEXISTENCEOFCERTAIN UNDERGROUND FEATURES. SYMEALBEWRLECOUNTI ' SERVICEAUTHORITY. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOMLAIRHORTIES PRIORTO COMMENCING THE WORKAND SCHEDULE/ ATTEND ALREQUIRED PRE- CONSTRUCTION SREEIEMENTMBEREMOVED MEETINGS. THE CONTRACTOR SHALL CONFIRM THATALL BONDS HAVE BEEN POSTED AND PULLALL PERMITS. THECONTRACTORSH ALLMAINTAINTHEPERMITSANDAN 4. DATUM FOR ALLELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECTDATA FOR MORE DETAILED DESCRIPTION. APPROVED SET OFTHESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ONSITE ATALLTIMES. 5. THE CONTRACTOR SHALLBE RESPONSIBLE FOR NOTIFYING-MI55 VLIUTY'(1- e0D5R- 7001). 4. THE CONTRACTOR SHALLCOORDNATE WITH THE OTHER TRADES DN SITE 8. ALL WATERAND SEWER PIPES SHALL HAVE MINIMUM OF3FEET OF COVER MEASURED FROM THE TOP OFTIRE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS S. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION TATREQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHILL NOTIFY THE ENGINEER INCLUDES ALLARE HYDRANT UNES. SERVICE LATERALS AND WATER LINES, ETC. IMMEDIATELY OFAM CONDITIONS THAT CONFLICT W MTHE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES PLANNING20NING NECESSARY, AND THE CONTRACTOR SHALL PROVIDEA MST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 7. ALL WATERAPPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. CONTACT ENGINEER IF THEREARE QUESTIONS REGARDING THE LAYOUT OFTHE WORK BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT 8. VALVES ON DEADEND UNES SHALL BE ROCDEDTO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. FINAL ARCHITECTURAL OMENSIONS. PRIOR TO STAKEOUT OF AM STRUCTURES, SURVEYORANDI OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURALORAWINGS AND 9. AS•BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR INTHE FIELD. A MARKUP SET OFPLANS SHALL BE PROVIDEDTO THE OWNER OR HIS CONSULTWITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. REPRESENTATIVE TO SERVEAS THE BASIS FOR THE FINAL AS•BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY /COUNTY REQUIREMENTS AS 7. THE CONTRACTOR SWLLVERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BESTOFHISIHERABIUTY.. THECONTRACTORSRALL SPECIFIED LATEST EDITION CHEMUST. ALSOVERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF AM MIMING NG O IGA DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OFHS I HER WORKERS AND THOSE ASSISTING HM I HERWIM SUPPLYING OR EXECUTING THE WORK ANDTHE SECURITY OF PROPERTY HE I SHE IS STORING ONSITE. THE CONTRACTOR IS NOTLABLE FOR TINE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS. NORIS HE/ SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER. THEFT, DAMAGE OR INJURY ON-SITE WRING CONSTRUCTION UNLESS ITIS DUETOTO THE SOLE NEGLIGENCE OF THE OWMER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND LARK THEM CLEARLY PRIORTO COMMENCING GRADING OF THE SITE.. 10. WRING THE INSTAULATION OF UIUTIES TO SUPPOMTHHE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO UNES OR INTERRUPTIONS OF SERVICE SHALL BEIMMECIATELY REPORTED TO THE SERVICE PROVIDERAND ENGINEER THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE 11. ALLEXISTINGIMPROVEMENTS ADACENTTO THE PROPERTY, SUCH AS ROADNAYS. SHALL BE PROTECTED FROM DAMAGE WE TO THE EXECUTION OF THE WORK. ALLREPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HM I 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 PRI OR TO STORING OR USING EXPLOSIVES OM SITE ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SRALLALSO BE NOTIFIED. USEOFEXPLOSIVES SHALL BE CAREFULLY COORDINATED VATHALL OTHERS SWING THE SITE AS WELLAS VDOTANDAOIACENT OWNERS. 13. PRIOR TOAM CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGA -OF- WAY, INCLUDING CONNECTION TOANY EXISTING ROAD. A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION NDOI). 14. CONTRACTOR SHALLCOMONATE TRAFFIC CONTROLMEAS ORES WITH VDOTINSPECTORS PRIOR TO GRAS PART OFWE REQUIRED PRE- CONSTRUCTION CONFERENCE 15. ALLUNSUITABLE SOIL MSTERIALSHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE RWHILE THE EARTHNORKASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTEDTO A STORM SEWERAGE STRUCTURE 17. EROSIONAN0 SILTATION CONTROL MEASURES SHALL BE PROVIDED INACCORDANMVVW THEAPPIR ED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRACING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALLNOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTYUMILTHE LOCALAUTHMITY ORAGENT ISSUES FINALAPPROVALANDAU HORIZES DECOMMISIONING OF EROSION CONRROLMEASURES . ME CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURMDAREASARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTALVERICAL). MERE REASONABLY OBTAINABLE. LESSER SLOPES OF3:1 OR BETTERARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EG2 SLOPE STABILIZATION MAT. 19. PAVED. RIP-RAP OR STABIUZATION MAT- UNE$ DITCHES MAYBE REQUIRED WHEN. IN THE OPINION OFTHE COUNTY AGENT, ITS DEEMEDNECESSARY IN ORDER TO STAUUMA DRAINAGE CHANNEL 20. ALL PAVING AND DRAINAGE- RELATEDMATERIAL 5 AND CONSTRUCTION SHALL CONFORMTO CURRENT SPECIFICATIONS AND STANDARDS OF VDOTUNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABUZATION SHALLALSO BE APPROVED BY ENGINEER. 21. ALL CURSING SHALL BE VOOT STANDARD CGS, CG$ CG4, OR CG -7 AS NOTED ON THE PLANS. 22. ALL PERPENOI CULAR PARKING SPACES ARE TO BE 9 x 16 UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO IV WHERE A 2' OVERHANG IS POSSIBLE. 23. ALL OFF41TE PARALLEL PARKING SPACES TO BE 9 x 27 WITH A 2D MINIMUM AISLE WROTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENRFIEO VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 9 X IVAND ADJACENT TO A EX 1B PAINT -0UT AISLE OR A B X 1S' PAINT 4UT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 17 x 29 WITH A 24'MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAIUNG TO BE PROVIDED FOR ALL WALLS HIGHER THAN ST. 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND AM PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, AU_ TWO.WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24• WIDE. ONE-WAY TRAVELWAYS SHALL BE IT WADE 29. PARKING AREAS ARE NOT TO EXCEED 5% GRACE IN AM DIRECTION. HANDI CAPPED PARING AREAS ARE NOT TO EXCEED 2% IN AM DIRECTION. 30. WMPSTERPAMTOMMINIMUM1Bx1 D.ANADDITIO VISREQUIRED IN FROM FOR WHEEL BEATING. 31. SIDEWALKS TO SEA MINIMUM WIDTH OFT. EXCLUDING CURB, CONSTRUCTEOOF P 3000 PSI CONCRETE SURFACE. 421 -A STONE BASE, WITH UNOERDRAINS(UOi, ETC. IF REQUIRED) PER VOOT STANDARDS. 32. UNLESS OW5RW BE SPECIFIED. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HOPE PIPE SHALL BE ADS N -12 OR EQUAL WI VDOT STANDARD PS-1 BEDDING. M. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 51 O.I.P. ALL WATER SERVICE LATERAL TO BE TYPE' IC COPPER TUBING. W. ALL SANITARY SEWER LATERALS TO BE SDR45 PVC AS A MINIMUM W. GRADING TOLERANCES OF FIMSHED SURFACE EARTHWORK SHALL CONFORM TO THE LINES. GRADES. ANOTYPICAL SECTIONS SHOWN ON THE PUNS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WEREAPPROPRAM. 37. SMMSUBGRADEUNMRPAVEMENTMOCURBANDGUTTERTOWITHIN Y MICHOFMOUIREDSUDGRADEELEVATIONS. W. FINISH PAVEMENTAND CURBAND GUTTER TO WITHIN )S INCH OF REQUIRED RASH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TOWMTMN 0.10 FOOT OF REQUIRED SUSGRADE ELEVATIONS. 40. MNISHSIDEWAURSTO%M TIIN0 .10FOOTOFREQUIRMENSHELEVA'nONS. 41. 'MALL OWERAREAS,SUBGRADEAND FINISH ELEVATIONS SHALL BE VOTHIN0,/O FOOTOF REQUIRED CORRESPONDING ELEVATIONS. 42. AM TRANSPLANTED STOCKTO BE STOCKMPILED ON SITE INA LOCATION OUT OF CONSTRUCTION ACTIVITYAREAS. STOCKTO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHMCT PRIOR TO PLANING. PUNTING SHALL BE PERFORMED ATA SUITABLE TIME IN ACCORDANCE WRATH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVINGMARDSCAPE SURFACES. COMTACTORTO VERIFY QUANTITIES AND SIZES WATHALL SERVICE PROVIDERS PRIOR TO INSTALLAIIONAND ORMRING.ALL UTILITY PEDESTALS SHALL BE GROUPEDTOGETHER. CONTRACTOR TO INSTALLALL CONDUITS WITH PULL-WIRES AND EMEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONWITS UP AND CAP UNILUTIUTY PROWOER HAS INSTALLED GENERAL SERVICE 44. ALL STRUCTURALFILL SHALL BEA MNIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORIANTH THE VIRGINIA MANUALFOR UNIFORM TRAFFIC CONTROL DEVICES(MUMD) STANDARDS. 1. PRIORTOANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF- WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD,A PERM SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OFTRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOTACCURATELY REFLECTTHE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 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 WE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO AM CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. S. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1( HORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED. TO STAPORSTADRAINAGE CHANNEL DITCH MAY BE REQUIRED WHEN IN THE OPINION OFTHE COUNTY ENGINEER. OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO bTABILREA DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. S. UNLESS OTHERVA BE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CUSS III. S. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CM PART 1928). 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 (2984332) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2 UP ON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADSEDSUBGRAOE, THE CONTRACTOR$HALL HAVE CBR TESTS PERFORMED ON THE SUBGRAM SOIL THREE (3) COPIES OFTHETESTRESULTS SHALL BE SUBMITTEDTO THE COUNTY. IFA SUBGRADE SOIL CM OF 10 OR GREATER IS NOTOBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTEDWMTI THE TEST RESULTS FORAPPROVAL 3. SURFACE DRAINAGE ANDPIPE DISCHARGE MUST BE RETAINED WITHIN ME PUBLIC RIGHT-OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGEOUWF LEASEMENTSARETOSEEXTENDEDTOABOUNDARYUNEORANATURALWATERCOURSE 4. GUARDRAIL LOCATIONSAREAPPROXIMATE EXACTLENGTH,LOCAIONANDAPPROPRIATE ENDTREATIVENTSWLLBEFIELDVERIMEDATMETIME OF CONSTRUCTION. AM OWL GUARDRAIL MAYBE REQUIREDAT LOCATIONS NOT SHOWINWHEN, IN THE OPINION OFTHE COUNTY ENGINEER, OR DESIGNEE, ITS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSETMOM WE EDGE OF PAVEMENTTO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL SE INCREASEDTO SEVEN (7) FEET. S. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALLRESIDENTIPLDRIVEWAY ENTRANCES SHALL CONFORMTO VOOT 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 STRICTLYADHEREDTO. 3. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECTTO FINAL SUBDIVISION PUTVAUDATION. SHOULD THE FINAL PUTFOR THIS PROJECT EXPIRE PRIORTO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULLANDVOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORMWTH IN E VIRGINIA MANUALFOR UNIFORM TRAFFIC CONTROL DEVICES ANDTHE 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 OPINI ON OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOWTHE DESIGN SPEED, OR AS DETERMINED BY VOOT FOR PUBLIC ROADS. 12. VWT STANDARD CPI OR CO2 CROSGDRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIALATALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VOOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED INACCORDANCE NTH VDOTS VIDEO CAMERA INSPECTION PROCEDUREAND WITH VDOT OR COUNTY INSPECTOR PRESENT. RASA CONSTRUCTION NOTES: SEE SHEET STANDARDS AND SPECIFICATIONS _ 1. VIRGINIA DEPARTMENT OF TRANSPORTATION( V. O. O. T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2007. 2 VIRGINIA DEPARTMENT OF TRANSPORTATION N•D.O.T.J ROAD AND BRIDGE STANDARDS, DATED 2008. 3, VIRGINIA DEPARTMENT OF TRANSPORTATION( V. D. O. T.) WORK AREA PROTECTION MANUAL, DATED 2011. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOILANDWATER CONSERVATION, VIRGIMA EROSIONAND SEDIMENT CONTROL HANDBOOK, THIRD EOTION,1992. S. INSTITUTE OF TRANSPORTATION ENGINEERS (ITS MANUAL), TRIP GENERATION, 8TH EDITION. S. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) STANDARDS, DATED 2009. 7. ALEEMARLECOUNTYSERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION ANDEXPANSION OFWE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OFALMIMPRLE, VIRGINIA DATED 2005. B. INTERNATIONAL CODE COUNCILAMETICAN NATIONAL STANDARD- ACCESSIBLE 6 USABLE BMLDNGSAND FACILITIES, DATED 2003. SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND SH BOREHOLE GASUNE - GCS - TBS TOBESAVED BM CO BENCHLIPRK CLFIJJOUT MMELINE -IIOE- OVERHEADELECTRIC -DE- TER IX TO SEREMOVED EXISTING DIP E DUCTILE IRON PIPE SAINRAIRYSEVVERMANHOLE SANITARYSEYNER -S UNDERGROU ND ELECTRIC -AGE- SHEET a SHEET 10 SREEIEMENTMBEREMOVED IF MF IRONFOU ND MCNUMEMFCUND WATERLINE -x2o- EXSTCRMDRAINUNE �� ....f00%.... TREETOBEREMOVED PF PINS PIPE FOUND RKNAILSET PROP. STORM DRAIN UNE (,xf PLANNING20NING I WM SIGN WATER METER -• - -- UTIUTYUNETOBEREMOVED VNV 24DAK40 WATER VALVE •21OMVff47CANOPYDIA RHi SITE DATA DEVELOPER UNIVERSITY OFVIRGINIA FOUNDATION; PO BOX 400218 CHARLOTTESVILLE . VA 22904; 4359324777 CONTACT: CHRIS SCHOOLEY PROPERTYOWNER: UNIVERSITY OFVIRGIMA HOSTPROPERTIES, INC. PO BOX 5007 CHARLOTTESVILLE, VA 22905; 4344824777 CONTACT: CHRIS SCHOOLEY TAXMAPIPARCELO: SHEET INDEX: PROPERTY ADDRESS: 200 WELLINGTON DRIVE SHEET2, PROJECTNOTES ZONING: SHEETS SHEET4 EXISTING CONDITIONS d DEMO PLAN OVERALL SITEPLANSLAYOUTPLAN TRAP 59[32 -01-02 MC.), TRAP 1563 (R -1 W /SPECIAL USE PERMIT -SEE UST OF CONDITIONS ON SHEET 2) SHEET5 SHEETS GRADING, DRAINAGE. AND URUTY PLAN GRADING. DRAINAGE. AND UTILITY PLAN COMPREHENSIVEPLAN: SHEET? SHEETS STORM DRAIN. WATER. b SEWER PROFILES INLET DRAINAGE AREA MAP S CALCULATIONS NONE SHEET a SHEET 10 SITE OVA ILS SITE OETAILS 37A SHEET 11 SHEET 12 UTILITY DETAILS LANDSCAPE PLAN ....f00%.... SHEETI3 LANDSCAPE DETAILS APPROVALS: PLANNING20NING Y,yIII OF AY ENGINEER RHi MIMING NG O IGA Alan O. F-W' Ue Na.70Jt6 O.n W A C I BOARD Ps 0� IR OFF DIAL SYONAL 6� AMA SITE DATA DEVELOPER UNIVERSITY OFVIRGINIA FOUNDATION; PO BOX 400218 CHARLOTTESVILLE . VA 22904; 4359324777 CONTACT: CHRIS SCHOOLEY PROPERTYOWNER: UNIVERSITY OFVIRGIMA HOSTPROPERTIES, INC. PO BOX 5007 CHARLOTTESVILLE, VA 22905; 4344824777 CONTACT: CHRIS SCHOOLEY TAXMAPIPARCELO: TAX MAP 59 C201. PARCEL 15, TAX MAP 59 D2 01, PARCEL 2, TAX MAP 75, PARCELS] PROPERTY ADDRESS: 200 WELLINGTON DRIVE PROPERTY SIZE: IMP SM2 41 -15 (12141 AC.). IMP 59[32�014R (38.047 AC.), TAP 7563 (527.944 AC.) ZONING: TMP 59D2 -01- 15(HC)SUBJECTTOZMA- 2000.015 (SEEUSTOFPROFFERSONSHEET2) .90,580.. ].48.... TRAP 59[32 -01-02 MC.), TRAP 1563 (R -1 W /SPECIAL USE PERMIT -SEE UST OF CONDITIONS ON SHEET 2) MAGISTERIAL' SAMUEL MILLER COMPREHENSIVEPLAN: NEIGHBORHOODS - INSTITUTIONAL USE DRIM(ING WATER WATERSHED: NONE TOTAL$ OF UNITS I DENSITY : MA DENSITY BONUS FACTORS: NONE WAIVERIVMIANCE CRITICAL SLOPE DISTURBANCE ON TMP SSD2 -01.155 TMP 7563 REQUESTS: 27 BUFFER DISTURBANCE ON TMP SM241.15 CURB WAIVER FOR PARKING ON TMP 5902 41402 SURVEY SOURCES: THS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF KIRK HUGHES, LS. FROMAN ACTUAL GROUND SURVEY MADE UNDER HIS SUPERVISION. THE ORIGINAL DATA WAS OBTAINED ON SEPTEMBER 25, 2001 THROUGH OCTOBER 21, 2011. DATUM: HORIZOMAL NAD63 VIRGINIA SOUTH ZONE,VERTICAL NAVD6. SENCHMARK THE SURVEY CONTROL IS BASED UPONTHOMAS B. UNCOW LAND SURVEYOR, INC. GROUND CONTROL POINTS T -iWL MDT- 1017AND WAS PROVIDED BY THE UNIVERSITY OF VIRGINIA FOUNDATION BENCHMARK REAR CORNER OF EXISTING DROP INLET03; ELEV. 555.14 LAND -USE BREAKDOWN: UNUSE „-;, i SF ! AO M 52SPACE3 23 TENNIS COURTS (2 SPACEICOURI) RACQUETBALL (SEE SDP- 1000fb1) 48 SPACES 2 SPACES' RDAD919HOEWNlMS 4 SPACES 45PACES .,.F._ ESS STUDIO (1 SPACFJ125 SF) 11 SQUASH COURTS R SPACE /COURT AED[ARED-PARRDiC3FAL..- 11-,1 CLUB .. ...A9PRAI.TPAV@,f34T.• ......... .90,580.. ].48.... 38.]O VPOICOUPT CONCRETEi FAVE61eNlT M66B- 0.4H fX ........... OU1fi0CR COVRT9 � EX. SPACES AT REAR ENHANCE TO RACQUET CLUB T.S.R(TAP 5902 -01 -15) PROPOSED SPACESADJACENTTO NEW SQUASH BLDG (TMP 5902 -01 -15) PROPOSED EMPLOYEOSPILLOVER PARKING ON TMPSM24142 .76 SPACES 76 SPACES U SPACES' OP& SPACE 1127431 3.97 37A TOTAL 91TE ACRE4GB .......... ...........:........52468!12 /0. ....f00%.... BUILDING SQUARE FOOTAGE: 154,431 SF EXISTING 32388 SFPROPOSED la SETBACKS: W WILDING SETBACKAUJACENTTO RESIDENTIAL 2W PARKING SETDACKADJACENT TO RESIDENTIAL 2W SUFFERZONEADJACENTTO RESIDENTIAL MA)(. HEIGMOFSTRUCTURE: 35' BY CODE 4G EXISTING BUILDING 33•- 11-HEIGHT PROPOSED BUILDING NUMBER OF EMPLOYEES: APPROXIMATELYM RECREATIONALAREA: HA LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: SAW SF SWIMMING POOL V SPACFJ125 SF) 52SPACE3 23 TENNIS COURTS (2 SPACEICOURI) RACQUETBALL (SEE SDP- 1000fb1) 48 SPACES 2 SPACES' 1 BASKETBALL COURT 2 SPACESISASKETI MOSFROCK CLIMBINGSTUgO (1 SPACEH25SF) 4 SPACES 45PACES .,.F._ ESS STUDIO (1 SPACFJ125 SF) 11 SQUASH COURTS R SPACE /COURT AED[ARED-PARRDiC3FAL..- 11-,1 CLUB 28 SPACES 22 SPACES h. PARKING BREAKDOWN 38.]O VPOICOUPT EX.SPACESADJACENTTOMO0 NMSCOURTS(WP5902 -01 -15) SHARED SPACES IN EXISTING 43 SPACE LOT FOR INN (TMP 5902 41.02) 40SPACES 205PACES EX. SPACES ALONG REAR SERVICE DRIVE (IMP 59024H.15) 12 SPACES EX. SPACES AT REAR ENHANCE TO RACQUET CLUB T.S.R(TAP 5902 -01 -15) PROPOSED SPACESADJACENTTO NEW SQUASH BLDG (TMP 5902 -01 -15) PROPOSED EMPLOYEOSPILLOVER PARKING ON TMPSM24142 .76 SPACES 76 SPACES U SPACES' 'EMPLOYEES WILL BE ENCOURAGEDTO PARKIN DESIGNATED EMPLOYEE LOT -SEE EVENTPAMING MANAGEMENT PLAN (AMENDED01. 19.12) LETTER FROM THE WA FOUNDATION TRIP GENERATION ESTIMATES: Tl- d RACYM�WEIXOAYUe DAY I WEEKDAY AMPEAKHOUR I WEEKDAY PEAK HOUR SATURDAY SATURDAY PEAK HOUR TRIP GENERATION RATE 38.]O VPOICOUPT 2.30VPH OURT 3 4.3BVPHI000RT 31.60 VPpATOURT 120VPH1000 SF COURTS TOTAL I 11 d2 VPO 11 4 1 d VP T F VPH SITE NOTES: 1. THE PROJECT PROPOSES A 32366 SQUARE FOOT ADDITION TO THE EXISTING 154,431 SQUARE FOOT INDOOR RACQUET COURT FAULTY. RELOCATION OF ME EXISTING 76 PARKING ON SITE AM ME ADDITION OF U PARKING SPACES ON THE ADJACENT PARCEL(SAME OWMER). 2. THE SUBJECT PROPERTY IS IN ME DEVELOPMENT AREA AM NOTWIHIN A DRINKING WATER WATERSHED. 3. NO PORTION OF ME PROPERTY IS WITHIN ME 100-YEAR FLOODPLAIN. 4. THE EXISTING VEGETATION OF THESITE IS MIX OF PAVED PARKING LOTS AND OPEN TURFED DSCAPED SPACE. S. AM SITE IDENTIFICATION OR AMENITY SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY MEOVMERIDEVEMPER S. EXISTING WMPSTER LOCATIONS ON SITE ARE SUFPICIENTANOWIIL BE UTILIZED. NOADDITKNAL WMPSTERS LOCATION ARE PROPOSED. REVISIONS: 1.01 /19112REVIEW COMMENTS FROM ALBEMARLE COUNTY,VMT, AMA, AND RWSA 0 =5.. y.: ul In ` N -- 3 U) W F_ O Z 06 F_ W W 1: U) `W O 1 T \ N N r- z LLJ cG C O U w co z r c3i L0 r r LL O T Ic C 1 MY I LIIC4URLB Rep I Its Drv..pme.t 401 h1 111 ale I tl D mllT CheHMlervllle, Vimin ^tat -1544 11 .lie (1)41194a�a Pva ls5d19TL41i6 J ,xmry 6,2055 Ms. Vanaln Long M Gulb VSOxda POE silica chdans.1 ; VANG02 -12 ut Rt 11lAS004.15 Dom. load Iwo old SVOda main Initial and, Y7. & 72) - Tax Map OSOD2, Satin" 1, Parcel is and Tax Map 75, pnmm 63 hoot oft . Dear Ma Lai: Yen' wasmadl from R31, Fund enLVIbXC, iCJI�mnY rAlrmuemalw�m oPplprovadN na�Nonca�vnlhUtl !bled -ped.. doted Dwmmba., 2664. An applkolan pNmpbn of dovokj alre dated N -talr2 2,2004 wes nparcved'na pmt al W.NSahhg. plom0 rein 1.tla. daaa"ents roc..y to.. Gpp'botens oad roanxlaauds R.Wxly. Plane. be advked that old h.l,oh tllo Alhomnd. County OeaN of Sumrvla.re look oca:u as W. pm)eatnomd .hove, no uaae.n rile papeHy'.u.VPn+v.d shove may Inwfully boDln unDI ell ppl^lebls. pain kh h nrecnwon vnd'vanditim. he,. been mat. This include. camlll .... wild pall ls, PROFFFIVa .ppa dal and.- Nalanc. with n SITE. PLAN; old , eprytaval nfg7.ONIND COMPLIANCE QEPRPNCF.. If yrunave9u^x5.nswalnmenu xgaNinp We.INVe+iokd xlbn,pk... de, molsimamemarea Idx1b Gcxi rm2E64672 Gsbacera'y; ( Plaakhp UMSbn Cc V"woo".4mrs at Ratpme.nles AmaW LlaCcagy BSI Fare Erwa..he.,. Tax M'aCmr Inflail castor Chv3paclar, Flk 2 , ... I ltsa( AIIANCA�.Ii,U(I (rs , n�lAVfq DFG 6.t dory DDAn!Rnrstn spolLVS r:um ZM.S2U09.0015 PRGITERSTATLNmNT sour um.i" 1' Ww mihk aruffvau mnNae taxroojetl m105OD2 -01300.014 �'1AW004 1 ad YPOrce paN flu. map parod 0750600 W -067W SnowsuPmW X' iigl%7A le4 ptoaysnlroLvsion pla[prtpnmd by ]live.. f41inro1 L, Ingalls y. Ae aWIW. 'SWSEis "'a" "N" wingPmttA "X " - - ➢ahg Port fTnx Map'IS Parch G3 lk, by AddW fo and ➢coming. NnUo. nf'fx5 Mnp 59ll(2) Pound 1-15, Samuel hDller.Dimioa Allsanlrrl. arty•VitgiN4 "wldch xuMlivisign ploLls dourlNuvelnber 16,2fYM,Adis amehed heromJi l.WIty�(urllsedvrlY. We "Pre a. '). TIT. Tpolieatis UnivnsllydfVir9m Host Properties 1.. -1 awnerofV mep parcel O:i 96901 -00- U1500H.Unly okyurvlrgials Ffoarpi' he, Ine. Time loop pour PPamc10T 300 -00 -00 Q'3Of) tM4 dyof ViipJninfilundntinn . Fotpuryma .(This Pre(! makmm�L U rd y f vig aHa[I'roptrl a, Inc., and We Uni fv;rv,J, rcenan _, g f IY ief J th '0 verity T' 0 -':n' c lie I IYP 4� ifrh Alin ad t' yD .rd of STmhNRIRad INwHi pen "arcd 059D2i11- OO.OL5000 ta' gh yC mmemd,and J.preduct frai ppmel 0751104x+00 Wa00 h wn as Pohal "X' mntdning l.]T4acrea on Ptipe(1,'ld form R -1 1 said:m dt F ➢gl yCOmemid mrryueated, Wn Onnaad'.9 Ex hmd mrl8a shdltkwkpiho Pi.pn[Y in aeeaN4viW Wefallo wingpmRers pumm�tty , SrCNgn 152.229E bflMCadeaf ViagiN4.1950:xx ane=end,''suet b Scntoq. 3334ftheAlLeanelo CantyZoningOldie ce TLpeconAilivns amvalbntarily Rend mpvt. frig NquatW anon(n8.andW.OwneraknowlWgeAUhat(Dme- m prdng)Melf Siva dscb.Ih. nand for Wet andlllmlst and fA) achounW6om haven asarld- ubm W dN re.miag rexpla tW. hl4N.vent the IcquaLis Aaiedih. pmffondNl Immediately M null end voltl and of no fahQ force arc(fat If lLh moingjs gmmed,Jrc6apmRerS'endaudiliom will supenade dproffem now adadng an We Property, 1. D- boadrad of tteYropenYahall Min paolm.rcroN wiW W¢plan em111W as .a lteauSpore Corn Canapuml Pkn'yrcpazd'%".Unlvenfly of Vifganin i. P daUVn, dlNd NOvemha 22, 21A14 amainin8.two(2)yeS¢L era annGlW lhunam Lahihj(R(We "fkvdopmat Pla'�96e OevelUVnxn[Plen alto na[ixeensuned l0 pwhihit pimnvglot6is nWhue rfkcah htl e " AI4ll . IL mxt' eatiFnW .IA un lbay d oxsa tnlnlnBSaOmd^UsOihnO a or na¢n pn r, ono ankvuorehvnwe ias DOwner m of hhepopxW wil Uak u(Ihn rowg 0lnu8r Crtiw kmm d e v.Wadueobt p) lenlha xe ncto o t Pehrtlxaks hrc.t Thmg im ¢ i n ail Ly d(vimng Ili em ism W1 mod"InNoda. d t t ( InBihenallparuNC Of IPI 'ghmA6. mus,"w II IEamuxi fIi ) 1 h 1 II Yd diftu I 8 lman, uro an d F' I i U 1 n ill b1Y P ibi 6H Ifi Tml!'..) a Injimamd. ppiimpl ,ul duardendlum.l. Uallesescurailleadly atefaneW it DewJ p tPl hens f db dh. P ff n I WI adhvplata ahulilli al subNtkdm paHOf ON (Mi [' o Itch I shallLr The OLnersame oadurigh mdexdop the PiaPertY1 pxttla armMdewW Ucn: pevelopmenePlan. 2 WIIII'N P (.. Y mOyW f II rs hnitbkpemdUedhy 814 bJ I' alumys h uPmisNws fN1 P (f 1. d. L'u[suhn[m bract 1M12 1Df5 t 2M1 FICNiglhwxyro 1 I g T fW AIM I fa xZonirrUm 4,1 maab gut. D 'berp U61, m;snF 17 Wlnw SaHai24.2i number 6, 20, ]5, 34,3]1: 41 A 44 d45 b) pa,me an tl Wallon2b2i of SediO 22,C IC' mereinlmhin, dlddeL:d[ ' W L klleN eslatun DamnLs tYZGfll as Ordinance II All 3'2004 etf, below SaNnn223.l numhclsb.4, b.3.6.17, h.18,d17. 1,24, b26 dbXI TMly Hgi to Slhe PmlwtythM.ro pennittWpnnuom a,.,[., 24.7.1 and 223,1 adpuauallotnk PmneTSan me shown MIto.INIdhon( sldlielhmu,b.. likes.W.h will nn[MPaNUW on dm Propmy (subja[dwo)yen Iha',- leame.f wApmRasstemeap6nve lNCn lademedny smkelluor gb. any meelmamcatanl WdW to aceHons7A13.I. ad22.21. 1, December 8.20M shrill be uses srhicN dhalftio[ bepermffledanthe PmpearY. 2421DY RLGIIF ' Thefallmvinp asp Ndlbepemdllcdinan yH -0da1,Ixub'=.1 e rryadeamc will all UN realm o`plann planning lid Iher uV? Pnae offtN."'mey ftri clumn pewitea.uNby'ShtnlronntsP exHypemulted:pro 1aJN s.hI- shall M limiinetausw IhcrNlrulnyriEhtt. gaenl clnmclernnd nutte spccifimlly, similar in mans of laadoad mqulremmus, ax:redonnl'. i a .imclimPOnnad Min" &I, ami-Appands t Iheaning. lahabooder.e. ge9d- b- 11Mesgc IIYp den in l 34,U: -M1 I . usuff Iwndlim g-Alt ':rNuak mpnirvW par 4-- -rMilldil ilamrvl -loon hA {scfavnoo5.1;00)r 4 DWWilwrmm -Ilcl' S- Ghvnhas.SexNwrka F1 fi. " a.b..IGd,a,cM.' fnmmabpeldoec(refromeas.T2). ' 8-6nn. mots .l.4mbniaNnntikd..,elhaals.. 4- T:«t «y«IrkFa7a.- elcUhihlgand -0,i W i,�, 40. -C 'Waw dmn I- 42--Fine-end ahc(em •ei:13]I:. +1,-- f'xnnniuHnsiHx. 4 -0,- Fkeend deximrammecao1- 4curbalsrcden411j), ea .rNOUedlundvnGnm{taknweo-3.}04)r M14. -.+bra raM«x&" iS� --FU I 1 i Ildem.7 lroludrng- wabclxoieltyAhepwsLOknyrewxl); ' Vik-0I Pd Y .xMwal,.ea.AnNSiNyN k..-Fi 14ma1 rule hnsrgroundsmoreraleamng ,- oxamllnamnh A&- :AWwm Ibodwasfago W alnor•roPnlmndHnaimm�nmaaorA.ml a . 20. [Load.. -a d, red ism: 21, -is bwamui,lw hnh U g8-41mhinnlynlliiaq ;il?Rhentalxro.rvireandmmW, �,. Mobilshamovmblmileeed- eam46.rvias 4�mdw.[- 6xl�nng�,dec. 3.5x-.41 Iemra•Wda,eyx 6ewfaaen6s«Ikl. omleveoaHaaden. spnpsaw,11shi a;11-AWn,slowb e-hr uslner ondlwfe[s d- 11,lneoar 3�- OffieeandJwainaxxwonmcsaks +huskscaWed ➢feate, gas, oft and .....mNcma. feinfia excluding Towers -.- ad including pales. lines. Oasfaranen. Pip=, [mart and Noted fecil0la for disu udion of local service ail owned and opemmS by o publi -Why. "bur didribnam, and samoci eeollcclla It=%parmIng atmiam and 30, Public.- i i i S -, Ambent ( f 3125 5. 1 J.12) (Amc &II I)- 1.89). ) 37 fm(wr.ry conniontion ue,(msmare, 3 ) RWSA GENERAL NOTES 1. &LM MT ALSAfIIIME[NOOSOFCONb U=CN4 COMRYWtT EIATE.T Se 0N OFTREOENFAALWATERMOSEN WNS ULTONIDE iRCATONSASIDOPfE00YTNEALBFMMLEMO SQi CEAU ORItt ONJANIMY 1E1We,.EACEPr -Omn .ELOWORMODIREDINS 1.11OTES. 2 R ouhalaMallan ALLCCNSU wONMI&SAMMSOFCO U=ON .APCON = ONCONENCERLEKO NWPm .RTOHAOFWRK S TMECONTaMOND WBEMVWSI&EFORN= NGAS UN(1a55T1). 4 WMWR(w= AOAT(a)TE0)NLBEN= EDHREBU9NE DASMIORTOWEPOCONMUTON 5 VmRKISaasE TOINe =CNBYRWBAS ..NOTI NSTOTIEE]a G5Y5rWA BEMADEw MMOPgNATI0NY4THANOPNESE OFRW5AbTAFF .NONORK9[ALLBECOMULTEDONRWSt FAaLm CNN£E DS ORHOLIDAYSVAradescan .V4hT[RIalsom590.NFROMRWSA e. FOR 54nTARY SFAERUNECO. VSTAUmION: RNSA NAYPEONREBTPASS WMRNO FORTIE. INSTOTNEE) OSTINO S'S[QA.ALL 000HWSEMaNHOLES MVSr BEPRESaRETESr® BEFOPEACONNECimNISMIDETOTHE5Y5TEM. T. WELOCATONOl 'slamrallarIraESNaNdsNMON TREK.W515FPOMWTAAVNL ATTHETMEANOISNmNECEB lP COMKMMACCUPATET COMM=RS14l RE9 N9BMFORWEVEPoRC ONOFTNELOC W, D TDUEgUGGE GFPOTECrA MUTIE9AMBrftVCNPESFROMSD4xNGEATALL MESVMER1ER9mNNONTIIEYPLW090RNm .0 GETOANYESSIINGVIt11RES�5N�BEPF ➢� REDBYTHECON ORTOTRCEOFGAIN&COM W AT NO ADDITI ONAL CO mr TO TIE aw.NER. S. EROSIGNAND SFIIIMENT-OLF I-Fas3 S-Nm B6PEPMmaEOINRWSA syadGa MVnTH011TSPECIA1Y.RnTEN FERMI59ON FROM RA24 NO GMOING 3-BEP arritDWTHERNS4EA5MEMLME &5R311ATTEDwiFAVASEBY m¢SAIN WRmNG. NGBLASnNG SHNIBERFMIttmVarHIN10G FEET OFiM1VSM1FAmtInESYATNOmY.RIiiFN FFRa590NAxOPV5A PPPPOVPLOFilEB1A5TNG FlNn. GRWNOMONTORINGOVPING BLA+TM AfOAFRE&AST aRVEYM1NY6EREO1.1R ®. S FOR BLASTNOwt NGFEETOFPNYOPEAARVE FACII Hot D BYPA55PNAR UnA O ETO AMPoST.CCNMAYBEHEOUIPEDRY5AIMYA TOT EI.RiG7n FlCAnONF ATM O CENSEDP COVE aNN.ENGIrA:E1t.TARNOTHAT iHEPROPoSEDBWTNGWLL EDAMAGEAa•flWSAFACILm OAMAGETO PNYwUnENGIO ACRSWVLBEPE UNDBYTH MNG aUO ,THEOWGINAL em-0If ATNOAOmiIONBEC TOTHEGV.NER 1. iH NIPACTOR SIULLNM, on MMMUMSWradC MPAcNs REMFMlls- SMING54NOSYMFN ACR059NGIB MA0EVN0ERAN E%ISTNG FAgUtt, POEOWTERRUCNRKBIIEPORT SXNLBEPRON0E0 FORT1¢FJOSfING RPETNE AREA OF TIE ePO551NG 9eALL BE BACIOILLID N1TH COMPACTED 5] SrOt£ TO THE SPNI MU NE OF Th£ ENSIINO RPE 1 1 WNSHING NWSTPLIATIONBBWSLL. EPRE5511RETE5IFD, CXLONNATEQ FLUSHED Af9 HAVEWATEA.AMP[ESADPROVEDRiIORTO MNGNG NIYPEAM1UNEMCONNECiIONTOTIE FUBLICWAIER S'arE6L Af+PROVEDMEmODSOFFlLUNO aNG ALL ASM0 AW�WAIUEHW RECOR Rm TOR CINOff� UUOESIMOENCE la NO F6RMANEMSTRUCf MFAOUTIESWLLBE PERA. REDINTHEmV5AFA5MEM. THI51NttWES aIIOING OVFRINNGS REfNNWG WALLS, FO0rER5FIXtAW G[RUCM6E ORNrNGESmUCNRES,E[C is TREESAAENOrlandw TEDINTHERns -EMDm. a- T:manni.HnrGM;wan 0- :.oat,ireal zimakeent .quallamn.ns:,04 - .- minaauxxxa.. ' 8'. 1T elWSpa;_ 4N- 1x.`dthemem: .Ifs- Isundde.rdgel =m + 1-- Enshw, tlwnmt{ pl' mdrkdandr ,rvxitamMhx4HwVFUwndlxyel+g hAImad tea.- T,luxd.r„ samerareas +3,-- E.A.4 srsh w(wrnrmw,r;FAC9, 44-DndxBaaahW,hmxhM. 17. IdeculnSuroiland tananandualence5:iffies l7. 181z ad oiledmmmmdu me. failif. excluding tower .-a- dmatlindudtor yaarthmi ,of lee lleM sand ovclera and Necc fuflida for Gsuibution of Inca) bralm and owned and eprnhWby hpublle andcal mai Rpameneasndsewaage evcouldn Tina, pumping sedan and npphlnenatcei awned n"d ap:rvtW Ly IheAl6cmule CountyServiw AuJNrily. (Amended 5-2-93). 38. panic exass and b)7d.gs. fincludiag Nmpromyormof(ntled dial orb h I ff part.. 'playgm moned Grapamod by Or Word ge - (.f 31.25) Fund. d _ ho minor -lie, orearman, facilities. pamph.glandma, and I.I Y0. comeddl., ounced by dan RNadra W W Swar Amhomy(ohnscon 31155112)(A ddI t9). 19. TempomryanM.mmion lhsa (reminheas.l'.I). 211x-- Bwcini 2i lumanensncu3,F]k4 .- MWiaa4unta, �Amwnangatltxnbio�PNwpcweW ,tinb"nnlYshap.(Awed: 6.8- ik+mendnd -4FH2) BT.- TUnlyonuyswmoeidemnbmobil Nromes(rekane.SA),- (Added B 7A. Tnaccur a.r Widetc faclllJex (A11tled9.15A5) 2s Pxmaa= mnrkeE(mral.hwo5.11d(>) btddtd•L11 -H-95h 20. also rimndivisi ,plant(dded 10-9.02)anppmaW final site p1aT and T el p caul. (Added 10.9412) 27. TscainndTix ➢10.13.0 wlrolwlPervice @cilllia (rcfartnm ' sJ.no). (ndtlWJOa3.aL). , Nolwillulandin(I that the no .. refersound use will na, IN pa:mhted on uN Polarity, Win pmfkrsmment iltall not be interpreted 0 prohibit use Accessory to a 1111 the ftlaly lid NeeSxiry 111111 IPMIIy Include, but not be andred h t'ellnwingl i I sic... ads. aid., tennis nuns; muldaponrourts, 5 2 ZMA - 2004 -015 PROFFERS I 1 OG d I n f 111 4umhtckLa,:a "rye chary" W i I [fco sp d hilt. (Illy 3. P d 0m,1' ppm. t (gDP..q)L000,(, the OwneeslhilflemsNNo ahU'11 pl nrihWL nW+. T}Sh1111[d tl CI' 4 Off "mach NICOoca AIM I C ty Vi BI I mhinnln pmll f map pame107500-00410. 063001ewn onBh bit A as Pn A "X'comc.,m, 1.774 vcmp,wWL. -p,-J 05901411-00.01500. 4. Prior I [ vaGr teof uP Yf d R . I a [propneW by SO P2 GOU96 h 0 Nall b f pp dbyU ?n gTdni stmmr aT lM s& PI I P J deg depmth gf W puhl d gpWade pub! - katth ', deal. dt ! dwg 1 tl rmW 1 p nli PatJegln WI a ray dealt argot dung 1 publi _n S on shelf include con I 1 tbYG Ownato pmvldeWy tymklnBmtM ➢INwsxxl Oolf Coors..lx clang lot ("kh ears umacnn pal rtellm_h td;C=' pd n y h dO trle by ) s,hWh uetlt e rcg- eaF 1 1.te.m,.W a four n don, =111 7n", 1 6H I 1 rpadng nkaa rontmll1d bY1 0 : hJn lwd (m. h aU it l penal OnenWnce.'.on pvdculareve9L SlNt pl Il al p d f 11 'afahunle arvlcesaanaaivry glum lho clae and nmu f pmu I exert turlh .w..1 rvicqumedynn,edlicang Wepnbnempewhtdad WR e' - as,wldid we of.ppmpdatepenonncl Falling the public w adon a by-f lzugl g Item MlLLm discourage mprdULirpubpp poking k, edJacmtaW nearbymldentiilnreu. This P ff indnmen[meY b.dgnW t eaNeapmt4 auchaf.wMch hallhe demmdml Gripnil; oust which mgaWersWllam(Iime «Natlthnsemh Imwmetr. wIINESSIIIO( II wlagAign terven MY TTY *lNr MiOP ,Lr RY Ro UNIVERSITY O(IF�YFRGINU FOTINDATI011 Tim R. R.. scroll&&0d.fEacm ve: omc 0 0 0 COUNTY OF ALBEMARLE 0epa d FMn 401 & hl- suraxi Cinn.avAx. Von n, P lomnmr 21X61596 level zxsus April I. 1997 Un -hy of Virginia Real Bound Foundation A'I -IN: Jim Wilson P 0 Box 9022 Ch rloncsville, VA 22906 RE: SP -9&53 UREF Tax Map 75, Parml 62 Door Mr. Wilson: Tire Albemarle County Board ofSupervi ams, at its meeting on Much 19, 1997, apposed We above. notcdm tluattoullowcxpanslonufdhc Biadwm.d GolfCoumf.ciliics. Plameratc Wnt this approval is suhject m We folimving ... ditiome I. Approval is fnr the existing g,droma. Wilily (including buildings, parking. and all atlx impmvemems) and TIN building mclosnrdaddilion only. Any new construction, other bum minor changes (.such as additional printout rtes, modifhcattom of green, and other .houses that do net acquire a site plan) to the existing buildings and aI,,. and any expamton outside of Ihecurmm boundaries. file, existing smfo.- w.uhl -lot. an amended spxtal me permil. 2. A field verified plan nrd.sor.odna bc pmviJW by the epplieaaU ahowinglhe loamion o'buiiding.+. drives, parking lots unit other convected improvements. This full vcriflud . plan m "m- built" plan should ban pmviJ.d in conjunction with the RiNmmd /pnulemor Neighhorhoad Plan which is pen of the Area B Sandy. 3. Continued impl.mem"on.lan Integrated Fed M ... gu ... I /N lricnt M ... gandam l 'Ian . in radme ml-. wader quality bnplets. IN the.vcnl that the use. Andrus m u aMy for which this spach l me permit is heued shall and he commenced within cighdecn (I8) months aver the issuance of-such pewit the cam. shall he deemed abandoned ad lheulohmily gmated taamardersholllherenpnn tcwinme. For pup.- ofdhis section, the (am "c need" shall be eomwed to tnchWe the c.mmenecment of omimalt.n ofuny, swdum necessary to the use raw, permit within two (2) years from the dolt of the h a d-O lhefmfwhich is thereafter nomplutcd within one (1) yea. Before beginning this me, you moo ulatin o Zoning cltaronee from the Zoning Department. Befnm the Zoning Department will issuer clearance, you must comply wish Ih. con Jilin in in this letter. For further Information, pleane call Jun Sprinkle at 296 -5875. Ifyou should have any questions or comments regarding (he ulxwu -nmal action. p1mone do not harm. In mote..1 . - S /ihradrely. _ V. l4a ilicalmrg DI-I., of Planning / rah DevelO mwl 6 % Y P vwcri,r cc: Amelia McCulley lock Kelsey 3 SP 96 -53 CONDITIONS FOR SUP -.,_Z ICU CSi . W O Z'. U; W 1 'AO gi ! r r N N r z LU W O U W_ W W Z O (P r > r W C) = 2 OF 13 g8�hidebelliam ' 39r•-Fkn6ng«FSWe :n 1dyMx 4uG I{ref so-3.t3n} 40^- 'femLwlmy sdc Ialsnehilah (fatolwa5,pr�(A11adJ.S8G) 41. ❑w pen IW 6Y ➢i pdn t blot n -221 xfarcilon 221; meal1CI_.(Added G- 1991 n dW:9 -992) 42, Itl rWd d f illd (AWkd9-I5•IS -93) 4, Pan .dam Lar{taf rem,.�S.H4)r(AddeiN6.1- F:'Ati) -0d4, S I ag at ta" f)a6osvd oaa pV Wfsd'. .plan or uixl visi - is 1 (Addai II)•9 -U2) 45. 1T«ed)(1-i34111) xmmlwiNasaenlaS feel Ida (rtfemna5:l All). (Adder! 10.73.61) 222113YRIGHT Th. f II wi g h6a tali be poo Wl say Cldil ,5uhiat m the mquimmcnlaadll It 11 .' ftbea g2i IO Th I 0 dN I hmr,a0er III IWtl dlacm (plan g d h. PP Pn fn d may second, by IeI I;'¢uximistNCif dlY lx 'i W p - yl,kdW t uch ms.. ., it peermaNs I nco I.e cr '. m gBe. . peak ily i it oBnWxnayndognh m m pe d I N tat Maul ad,enegrn nsion. i eknbtsWUOhrel i IW.IheaagnmNly parmi ded lose 134. 0. , .r. . i The following tudl Isles andam'iwtlMblishrnamen 4r- AMinual 'plftrJ4wolarrnnndnanwwl.hapw a- slan(ngr¢vPambanaahr»anaPa• - 4-s d*,ibvat-plxn 4.- IM;pHaorphammcy. 5,- FlwiaL. G,-- eluWn @uuvhspeailikyAwpsss- hakeryr. slyrmilkylisyD=o flxK4wl dcllnesaNapr dy,moat Iq ....... 4-- Furmlerad .pplimu8+janlrand aerr'tee), B- HaNwom:slorc exce 9 -M H wummxs: au�?1 I. aartroaaanas- pip»,md- (�iAwaaanaPS, .a:abw 441 -- 40,- �IisbaFadauSoappllaca, d,oxRoapp ud�vnNxSex«k• 4- IinlahNrvRafaAan'FBnaldhnxses, ' b, 760 f.11owingervicm end.puLlieakblidrm.nM: - ayspaekllelomtFa(Nws,. s,. 2- OabatJ'lanow 0.---- 6humh»rcetnetada„ nd •1. CIUW;lndna;cirlc , fmtwd, (wtiatlq(rcfcmhce S.L02), 4 i i i S -, Ambent ( f 3125 5. 1 J.12) (Amc &II I)- 1.89). ) 37 fm(wr.ry conniontion ue,(msmare, 3 ) RWSA GENERAL NOTES 1. &LM MT ALSAfIIIME[NOOSOFCONb U=CN4 COMRYWtT EIATE.T Se 0N OFTREOENFAALWATERMOSEN WNS ULTONIDE iRCATONSASIDOPfE00YTNEALBFMMLEMO SQi CEAU ORItt ONJANIMY 1E1We,.EACEPr -Omn .ELOWORMODIREDINS 1.11OTES. 2 R ouhalaMallan ALLCCNSU wONMI&SAMMSOFCO U=ON .APCON = ONCONENCERLEKO NWPm .RTOHAOFWRK S TMECONTaMOND WBEMVWSI&EFORN= NGAS UN(1a55T1). 4 WMWR(w= AOAT(a)TE0)NLBEN= EDHREBU9NE DASMIORTOWEPOCONMUTON 5 VmRKISaasE TOINe =CNBYRWBAS ..NOTI NSTOTIEE]a G5Y5rWA BEMADEw MMOPgNATI0NY4THANOPNESE OFRW5AbTAFF .NONORK9[ALLBECOMULTEDONRWSt FAaLm CNN£E DS ORHOLIDAYSVAradescan .V4hT[RIalsom590.NFROMRWSA e. FOR 54nTARY SFAERUNECO. VSTAUmION: RNSA NAYPEONREBTPASS WMRNO FORTIE. INSTOTNEE) OSTINO S'S[QA.ALL 000HWSEMaNHOLES MVSr BEPRESaRETESr® BEFOPEACONNECimNISMIDETOTHE5Y5TEM. T. WELOCATONOl 'slamrallarIraESNaNdsNMON TREK.W515FPOMWTAAVNL ATTHETMEANOISNmNECEB lP COMKMMACCUPATET COMM=RS14l RE9 N9BMFORWEVEPoRC ONOFTNELOC W, D TDUEgUGGE GFPOTECrA MUTIE9AMBrftVCNPESFROMSD4xNGEATALL MESVMER1ER9mNNONTIIEYPLW090RNm .0 GETOANYESSIINGVIt11RES�5N�BEPF ➢� REDBYTHECON ORTOTRCEOFGAIN&COM W AT NO ADDITI ONAL CO mr TO TIE aw.NER. S. EROSIGNAND SFIIIMENT-OLF I-Fas3 S-Nm B6PEPMmaEOINRWSA syadGa MVnTH011TSPECIA1Y.RnTEN FERMI59ON FROM RA24 NO GMOING 3-BEP arritDWTHERNS4EA5MEMLME &5R311ATTEDwiFAVASEBY m¢SAIN WRmNG. NGBLASnNG SHNIBERFMIttmVarHIN10G FEET OFiM1VSM1FAmtInESYATNOmY.RIiiFN FFRa590NAxOPV5A PPPPOVPLOFilEB1A5TNG FlNn. GRWNOMONTORINGOVPING BLA+TM AfOAFRE&AST aRVEYM1NY6EREO1.1R ®. S FOR BLASTNOwt NGFEETOFPNYOPEAARVE FACII Hot D BYPA55PNAR UnA O ETO AMPoST.CCNMAYBEHEOUIPEDRY5AIMYA TOT EI.RiG7n FlCAnONF ATM O CENSEDP COVE aNN.ENGIrA:E1t.TARNOTHAT iHEPROPoSEDBWTNGWLL EDAMAGEAa•flWSAFACILm OAMAGETO PNYwUnENGIO ACRSWVLBEPE UNDBYTH MNG aUO ,THEOWGINAL em-0If ATNOAOmiIONBEC TOTHEGV.NER 1. iH NIPACTOR SIULLNM, on MMMUMSWradC MPAcNs REMFMlls- SMING54NOSYMFN ACR059NGIB MA0EVN0ERAN E%ISTNG FAgUtt, POEOWTERRUCNRKBIIEPORT SXNLBEPRON0E0 FORT1¢FJOSfING RPETNE AREA OF TIE ePO551NG 9eALL BE BACIOILLID N1TH COMPACTED 5] SrOt£ TO THE SPNI MU NE OF Th£ ENSIINO RPE 1 1 WNSHING NWSTPLIATIONBBWSLL. EPRE5511RETE5IFD, CXLONNATEQ FLUSHED Af9 HAVEWATEA.AMP[ESADPROVEDRiIORTO MNGNG NIYPEAM1UNEMCONNECiIONTOTIE FUBLICWAIER S'arE6L Af+PROVEDMEmODSOFFlLUNO aNG ALL ASM0 AW�WAIUEHW RECOR Rm TOR CINOff� UUOESIMOENCE la NO F6RMANEMSTRUCf MFAOUTIESWLLBE PERA. REDINTHEmV5AFA5MEM. THI51NttWES aIIOING OVFRINNGS REfNNWG WALLS, FO0rER5FIXtAW G[RUCM6E ORNrNGESmUCNRES,E[C is TREESAAENOrlandw TEDINTHERns -EMDm. a- T:manni.HnrGM;wan 0- :.oat,ireal zimakeent .quallamn.ns:,04 - .- minaauxxxa.. ' 8'. 1T elWSpa;_ 4N- 1x.`dthemem: .Ifs- Isundde.rdgel =m + 1-- Enshw, tlwnmt{ pl' mdrkdandr ,rvxitamMhx4HwVFUwndlxyel+g hAImad tea.- T,luxd.r„ samerareas +3,-- E.A.4 srsh w(wrnrmw,r;FAC9, 44-DndxBaaahW,hmxhM. 17. IdeculnSuroiland tananandualence5:iffies l7. 181z ad oiledmmmmdu me. failif. excluding tower .-a- dmatlindudtor yaarthmi ,of lee lleM sand ovclera and Necc fuflida for Gsuibution of Inca) bralm and owned and eprnhWby hpublle andcal mai Rpameneasndsewaage evcouldn Tina, pumping sedan and npphlnenatcei awned n"d ap:rvtW Ly IheAl6cmule CountyServiw AuJNrily. (Amended 5-2-93). 38. panic exass and b)7d.gs. fincludiag Nmpromyormof(ntled dial orb h I ff part.. 'playgm moned Grapamod by Or Word ge - (.f 31.25) Fund. d _ ho minor -lie, orearman, facilities. pamph.glandma, and I.I Y0. comeddl., ounced by dan RNadra W W Swar Amhomy(ohnscon 31155112)(A ddI t9). 19. TempomryanM.mmion lhsa (reminheas.l'.I). 211x-- Bwcini 2i lumanensncu3,F]k4 .- MWiaa4unta, �Amwnangatltxnbio�PNwpcweW ,tinb"nnlYshap.(Awed: 6.8- ik+mendnd -4FH2) BT.- TUnlyonuyswmoeidemnbmobil Nromes(rekane.SA),- (Added B 7A. Tnaccur a.r Widetc faclllJex (A11tled9.15A5) 2s Pxmaa= mnrkeE(mral.hwo5.11d(>) btddtd•L11 -H-95h 20. also rimndivisi ,plant(dded 10-9.02)anppmaW final site p1aT and T el p caul. (Added 10.9412) 27. TscainndTix ➢10.13.0 wlrolwlPervice @cilllia (rcfartnm ' sJ.no). (ndtlWJOa3.aL). , Nolwillulandin(I that the no .. refersound use will na, IN pa:mhted on uN Polarity, Win pmfkrsmment iltall not be interpreted 0 prohibit use Accessory to a 1111 the ftlaly lid NeeSxiry 111111 IPMIIy Include, but not be andred h t'ellnwingl i I sic... ads. aid., tennis nuns; muldaponrourts, 5 2 ZMA - 2004 -015 PROFFERS I 1 OG d I n f 111 4umhtckLa,:a "rye chary" W i I [fco sp d hilt. (Illy 3. P d 0m,1' ppm. t (gDP..q)L000,(, the OwneeslhilflemsNNo ahU'11 pl nrihWL nW+. T}Sh1111[d tl CI' 4 Off "mach NICOoca AIM I C ty Vi BI I mhinnln pmll f map pame107500-00410. 063001ewn onBh bit A as Pn A "X'comc.,m, 1.774 vcmp,wWL. -p,-J 05901411-00.01500. 4. Prior I [ vaGr teof uP Yf d R . I a [propneW by SO P2 GOU96 h 0 Nall b f pp dbyU ?n gTdni stmmr aT lM s& PI I P J deg depmth gf W puhl d gpWade pub! - katth ', deal. dt ! dwg 1 tl rmW 1 p nli PatJegln WI a ray dealt argot dung 1 publi _n S on shelf include con I 1 tbYG Ownato pmvldeWy tymklnBmtM ➢INwsxxl Oolf Coors..lx clang lot ("kh ears umacnn pal rtellm_h td;C=' pd n y h dO trle by ) s,hWh uetlt e rcg- eaF 1 1.te.m,.W a four n don, =111 7n", 1 6H I 1 rpadng nkaa rontmll1d bY1 0 : hJn lwd (m. h aU it l penal OnenWnce.'.on pvdculareve9L SlNt pl Il al p d f 11 'afahunle arvlcesaanaaivry glum lho clae and nmu f pmu I exert turlh .w..1 rvicqumedynn,edlicang Wepnbnempewhtdad WR e' - as,wldid we of.ppmpdatepenonncl Falling the public w adon a by-f lzugl g Item MlLLm discourage mprdULirpubpp poking k, edJacmtaW nearbymldentiilnreu. This P ff indnmen[meY b.dgnW t eaNeapmt4 auchaf.wMch hallhe demmdml Gripnil; oust which mgaWersWllam(Iime «Natlthnsemh Imwmetr. wIINESSIIIO( II wlagAign terven MY TTY *lNr MiOP ,Lr RY Ro UNIVERSITY O(IF�YFRGINU FOTINDATI011 Tim R. R.. scroll&&0d.fEacm ve: omc 0 0 0 COUNTY OF ALBEMARLE 0epa d FMn 401 & hl- suraxi Cinn.avAx. Von n, P lomnmr 21X61596 level zxsus April I. 1997 Un -hy of Virginia Real Bound Foundation A'I -IN: Jim Wilson P 0 Box 9022 Ch rloncsville, VA 22906 RE: SP -9&53 UREF Tax Map 75, Parml 62 Door Mr. Wilson: Tire Albemarle County Board ofSupervi ams, at its meeting on Much 19, 1997, apposed We above. notcdm tluattoullowcxpanslonufdhc Biadwm.d GolfCoumf.ciliics. Plameratc Wnt this approval is suhject m We folimving ... ditiome I. Approval is fnr the existing g,droma. Wilily (including buildings, parking. and all atlx impmvemems) and TIN building mclosnrdaddilion only. Any new construction, other bum minor changes (.such as additional printout rtes, modifhcattom of green, and other .houses that do net acquire a site plan) to the existing buildings and aI,,. and any expamton outside of Ihecurmm boundaries. file, existing smfo.- w.uhl -lot. an amended spxtal me permil. 2. A field verified plan nrd.sor.odna bc pmviJW by the epplieaaU ahowinglhe loamion o'buiiding.+. drives, parking lots unit other convected improvements. This full vcriflud . plan m "m- built" plan should ban pmviJ.d in conjunction with the RiNmmd /pnulemor Neighhorhoad Plan which is pen of the Area B Sandy. 3. Continued impl.mem"on.lan Integrated Fed M ... gu ... I /N lricnt M ... gandam l 'Ian . in radme ml-. wader quality bnplets. IN the.vcnl that the use. Andrus m u aMy for which this spach l me permit is heued shall and he commenced within cighdecn (I8) months aver the issuance of-such pewit the cam. shall he deemed abandoned ad lheulohmily gmated taamardersholllherenpnn tcwinme. For pup.- ofdhis section, the (am "c need" shall be eomwed to tnchWe the c.mmenecment of omimalt.n ofuny, swdum necessary to the use raw, permit within two (2) years from the dolt of the h a d-O lhefmfwhich is thereafter nomplutcd within one (1) yea. Before beginning this me, you moo ulatin o Zoning cltaronee from the Zoning Department. Befnm the Zoning Department will issuer clearance, you must comply wish Ih. con Jilin in in this letter. For further Information, pleane call Jun Sprinkle at 296 -5875. Ifyou should have any questions or comments regarding (he ulxwu -nmal action. p1mone do not harm. In mote..1 . - S /ihradrely. _ V. l4a ilicalmrg DI-I., of Planning / rah DevelO mwl 6 % Y P vwcri,r cc: Amelia McCulley lock Kelsey 3 SP 96 -53 CONDITIONS FOR SUP -.,_Z ICU CSi . W O Z'. U; W 1 'AO gi ! r r N N r z LU W O U W_ W W Z O (P r > r W C) = 2 OF 13 OMAN ACTUAL GROUND S RVEYMADMUN SURVEY NO ES COMPLETED UNDER THE DI ECTAND RESPONSIBLE CHARGEOF -IN URVEY WAS KIRK HUGHES. L.S. FIR DER HIS SUPERVISION: THAT THE ORIGINAL DATA WAS OBTAINE ON SEPTEMBER 26.2011 THROUGH OCTOBER 21,2011: ANOTHATTHIS SMINIMUMACCURACY TA GEOSPATIALOATAINCLUOtNGMETADATA MEET ESEL LN LAND SURVEYOR, INC. GROUND RASA SMH- OLI BASED UPON THOMAS B. UMO 4 EX. FARVJXIG SPACES 2. THIS SURVEY CONTR OTHERWISE NOTED STANDARDS UN. a - 012 AND T-10%7ANOVVAS PROVIDED BY UNIVER�m OFVIRGINIA FOUNDATION RIM 544. CV.MH-I .3. DATUM: HORIZONTAL VIRGINIA SOUTH ZONE. VERTIC0kL NAN 157 RIM INV M3.7 —IMAIM 0? ORE COMMENCINGWORK. THE DETERMINE THE EXACT LOCATION OFALL EXISTING UTILITIES SFF CONTRACTORAGREES TO BE FULLY RESPONSIBLE FORANY AND ALL DAMAGES MICH MIGHT BE INV. 533.3 (1 OCCASIMED BY HIS OR HER FAILURE TO EXACTLY LOCATE A 1. ALBEMARLE COU SERVICE AUTHORITY (ACSA26) - (434) 531�714, EXT. W. A/ ZRIVANNAWATERNMTY SEWERAUTHOMTY(RW509) 977 EXISTING COURT AREA C. ELECTRIC LIEVISION 1. CHARUOTTESVI CITY GAS (CICV,2 F. GENERAL UTILITIELLS SUBJECT TO A UnUTY AN D ACCESS EASEMENT RECORDED IN OFED BOOK SM, PAGE I (UNPLATTABLE). I MA�BE SUBJECTTO ADDITIONAL RESTRICTIONS OF RECORD. e' EX, TENNIS COU 39 EX. PARKING SPACES TMP 59D2.1.2 EX. R4�x UN�RSITYOFVIRGINIAHOSTPROPER77ES. INC. Ex. POOL a 2050. PH IW a 2933. PG. 85(PLIkT) INV. FlAfI57 SIMH RIMMS0 +611 UNIVERSITY VIRGINIA HOSTPROPERTIES, INC. VRD INLET !,WE EX YARD INLET IM 536.23 FF r,7. EX. RACQUET CLUB EX. YARD IN[Jr II RIM 566.78 of DI lit 0C. CRITICAL SLOPES INV. 545.9 1 rr rr / it LU Lu ON N ONE EDVM _j Lu uJ ON CL Cl Lu EY YARD INLET ASP)mLTTEiVkfS,C,,R,,, RIM REAfOVEDANO C. RAMP REMOVED REAf0Vff6X.S'ACS4 —7- 1 WATERLINE LD REMOrF.AU PAVING, LU GTV It 1%7 WATERLINE TO EIC. �A4V4 1, ZONING: 7 6.8,271Z PG. 225 EREMOVED COURSEi ol 16 30p 60p 20, OF 13 V J•,... — _.�_HS15_Ng:90.�43�.MJ:'tl— / ��ra��sa �'° i��s'r ;::, s -� �' / 11 �- ---- -- r / O fy CONVETA / GRAVEL LCOUR COURTR AW 4 / PARKINGSPACES ITH 5R O CONCRETE WHEEL STO STOPS 15 /(• ,' 5' STONE DUST PATH / \ EX. POOL / ; I EX. POND ,,• ......................................... ----_..._..._.- .................. _.... TMP5902.1.2 ' UNIVERSITY OF VIRGINIA HOSTPROPERTIES, INC. ZONING. HC D.8.2056, PG. 87 0.8. 11 . /:0000�o ooDOo 22 PG. 487 / 11 \� 0.5.2933, PG.85(PLAT) .: N27.1T5CE'9Y�4/ i EX.ASPHALTDRNE I I 11 1B.M' � tl 31 til ale 1. 1856 m EX. RACQUET CLUB FFE = 567.66 239 PROPOSED SQUASH CLUB EXPANSION (32,388 SF) 78PARMNGSPACES 270.BT — 106 86 — WALKWAY 43 EX PARIIING SPACES wEGC /N N 1 II III II 39 EX PARKING SPACES i j EX. TENNIS COURTS TMP59D21 -15 1 UNIVERSITYOFVIRGINIANOST PROPERTIES. INC. ZONING: NC ADD Zi TO EXISTING 16 WIDE 0.9.2056, P0. 87 ASPHALT DRIVE TO MAKE 1B' 0.8. 112Z PG. 487 MIN. WIDTH D.E. 2933, PG. 85 (PLAT) i1 — 31.6r 21 ILTO F —_ __�__� II ' I I VOOT STD.J' 21' OG2 I RTO FOC II II 11 I II II I II II I I I 27' 'TO FOC i i �) II II II I II II i II 11 I_ it I I I— I I II I II II I II LI- --L_JJ I I —,— I I II I II II I II LL —11.] 1e.4r e.s TMP 7543 UNIVERSRYOF VIRGINIA FOUNDATION ZONING.R -f WITH SPECIALUSEPERMIT s '•-•- - ^^•• —" ' '""- ' —"' ' ••- .....__. -„� a *'1.'•n, 72 1211�,€iey —„ "' -- -^- CG -12 HC -RAMP D.S.27f2, PG, 325 D.B. 1055, PG. 27+ D.S. 750, PG. 372 / FJC GOLF COURSE , , / / \ t ,',2 •Y A" 45 1 bA SIGN, .,F TYP. / 53]1 , \ \ , 75' / UNIVERSITYOFVIRGINMFOUNOATION ZONING: R -1 WITH SPECIAL USEPERMIT 104 BS BS CONCRETEWALIC „3 S \k i \------ - - - - -- 1. 1856 m EX. RACQUET CLUB FFE = 567.66 239 PROPOSED SQUASH CLUB EXPANSION (32,388 SF) 78PARMNGSPACES 270.BT — 106 86 — WALKWAY 43 EX PARIIING SPACES wEGC /N N 1 II III II 39 EX PARKING SPACES i j EX. TENNIS COURTS TMP59D21 -15 1 UNIVERSITYOFVIRGINIANOST PROPERTIES. INC. ZONING: NC ADD Zi TO EXISTING 16 WIDE 0.9.2056, P0. 87 ASPHALT DRIVE TO MAKE 1B' 0.8. 112Z PG. 487 MIN. WIDTH D.E. 2933, PG. 85 (PLAT) i1 — 31.6r 21 ILTO F —_ __�__� (BUFFER AREA) 21' 1[TO FOC 542'407W 599Etl VOOT STD.J' 21' OG2 I RTO FOC II II 11 I II II I II II I I I 27' 'TO FOC II II II I II II I II II I II II II II I II II i II 11 I_ it I I I— I I II I II II I II LI- --L_JJ I I —,— I I II I II II I II LL —11.] I II I II 11 I II LL —�-_�J II I ii II I 11 LL -1_JJ TMP 7543 UNIVERSRYOF VIRGINIA FOUNDATION ZONING.R -f WITH SPECIALUSEPERMIT FLUSH CURB '•-•- - ^^•• —" ' '""- ' —"' ' ••- .....__. -„� a *'1.'•n, -,,,,, . ^�' --' •••— ^••— •.— —„ "' -- -^- CG -12 HC -RAMP D.S.27f2, PG, 325 D.B. 1055, PG. 27+ D.S. 750, PG. 372 / FJC GOLF COURSE TIE TO 623' WALK HC4I �`••' 45 1 bA SIGN, .,F TYP. 53]1 , 75' / UNIVERSITYOFVIRGINMFOUNOATION ZONING: R -1 WITH SPECIAL USEPERMIT 104 BS BS CONCRETEWALIC (l S EL tS IS VOOTC 6R UR 1UR 29 �SSPAC SO9EA itlR _ 119PACES 9 EA III�IjL "IVR S�IAND,„i .;°'., I.; I.. Issa.l. ,.I r, ��n�l•:I�.I �I. ..I ^,::; V /C. .•�- ,_, `J— �__�__�__� 21 ILTO F —_ __�__� (BUFFER AREA) 21' 1[TO FOC 542'407W 599Etl VOOT STD.J' 21' OG2 I RTO FOC II II 11 I II II I II II I I I 27' 'TO FOC II II II I II II I II II I II II II II I II II i II 11 I_ it I I I— I I II I II II I II LI- --L_JJ I I —,— I I II I II II I II LL —11.] I II I II 11 I II LL —�-_�J II I ii II I 11 LL -1_JJ TMP 7543 UNIVERSRYOF VIRGINIA FOUNDATION ZONING.R -f WITH SPECIALUSEPERMIT ...` ..-- • .-.^, •`—• '•-•- - ^^•• —" ' '""- ' —"' ' ••- .....__. -„� a *'1.'•n, -,,,,, . ^�' --' •••— ^••— •.— —„ "' -- -^- _._. — D.S.27f2, PG, 325 D.B. 1055, PG. 27+ D.S. 750, PG. 372 / FJC GOLF COURSE �`••' rr- - --1-I II II rr---�� II II rr----I-I II II rr----n it II II II 11 I II II I II II I I I II II II I II II I II II I it II II II I II II I II II I II II II II I II II i II 11 I_ it I I I— I I II I II II I II LI- --L_JJ I I —,— I I II I II II I II LL —11.] I II I II 11 I II LL —�-_�J II I ii II I 11 LL -1_JJ LL -__JJ LL___JJ LL___JJ LL__ -JJ ADD 2't TO EXISTING 16' WIDE ASPHALT DRIVE TO MAKE IF _..... MIN. WIDTH m I x v G m I G te.1r . .................... i ----------- I i I s I I I f,._..._..__ ---- _ ---- ...._. - ---n N ~ rr P5902 -4AG ON NAM�VILIAGE, L7,G` LOT 2, 5 ON'f)NE EDNAMV(LLA / .—A X rt E N Lo Z J CL F- n O F- U) U) LLIJ 1.1. r r N N Z LU O U W LLI w U) z rn O LLI - ---n rr II II II II Icyy - TE S 1I II II II I rr -T --11 rr C rr- r --I'I rr- -r --I'I II I II II I II II I II II I II � II I- II II 1 II II I II 11 I II I I LL I I 1— )! I 1 1 I LL i 1 i 1 1 —I— I I I I I I I I I I I I I i t I I 1 I I ta.7• II I 11 II II II I II 11 1 II LL_1_JJ I_L_�. _.JJ LL _..._JJ LL_1_JJ .:, ` II II II II II II it II II II II II L II it II I LL___JJ LL___JJ LL___JJ LL __JJ ! 3 i/ TRASITIONI O NTIONT0 / "S^ RURAL V00T CG -S I / UNIVERSITYOFVIRGINMFOUNOATION ZONING: R -1 WITH SPECIAL USEPERMIT 0.9.1055, PG. 271 0.& 750, P0.372 1 / ^ DA 71Z PG. 325 I .—A X rt E N Lo Z J CL F- n O F- U) U) LLIJ 1.1. r r N N Z LU O U W LLI w U) z rn O LLI EX Ro A im "c1zL'=""E"" CZ RIM 688 Om OprVa �o 18 ff ASPHALT' DR INV. I INV.521�(I.3 I` rMP59D2.1-2 U, ',;I '� . ...... ViRSITYOFVIRGINIAHOSTPROPERnE7 EX. 3W RWSA SEWE O 'E -YARD YA 6,D IN .......... . ...... IN H IN, M. IT;, _EASEMENT, TYP D.B. 1122, PG. ,O.S. 2933. PG. Z "" 0 SDMH Ej zff 5 RIM t'6oz' 343 2j) .531.8 i5 . . .... ..... L P Jw "VI IT S 1, i`jf I .... . .. ... . SEM TYP. BEL z \T`I'E'T..'STN. vyv. 5 C.ONVEO TOPS I STORM' HOPE, IPLASEI RIPRAP' 11' W it it Ll STORM STRUCTURE -5GNtL)IJLE STRU CT. A $Tiium TYPE RIM NVERT IN 1; YARD INLET RIMS3&23 FE I INV. 530.9 (151 561-35 501.25 1 INV.5270(187 3•TYLOPILASTB SOT25 ' k I'llifil-w EX RWSASMH 5201 LF OF I A3 ki Ill; CZIMH-IIA Rtmme.47 L-1 W-RUPEW-DW AZ 'k 0 00 ;NV.52121111 Nv. 5220 (151 A' 1 li't I , 'w I I!, Y - I : 1 if f— TIE PROPOSED SAN. SEMIERTO EX RWSASMH CZIMH-IIA NIA fffA 651.00 ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHTAND MADE MTH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS. THE CORING CONTRACTOR, AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIORTO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FORALL CORES INTO THE MANHOLES. BYPASS PUMPING MAYBE REQUIRED AT THE SOLE S if if) DISCRETION OF RWSA STAFF. GROUTING OFTHE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED. ATTHE SO LEDISCRETIONOFRWSA STAFFJORASM OTH TRANSITION OF FLOW. EXISTI G MANHOLES SHALL BE EACUILLED TO ORIGINAL GRADE TO THE SATISFACTION OF Ex DM601110TO k6l!4� — t RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 1 ? '�; I I " 1, .. — i ; PROP. SAN.SEVI R MANHOLE. TYP. S 1, i`jf I .... . .. ... . SEM TYP. BEL z \T`I'E'T..'STN. vyv. 5 C.ONVEO TOPS I STORM' HOPE, IPLASEI RIPRAP' 11' W it it Ll STORM STRUCTURE -5GNtL)IJLE STRU CT. A $Tiium TYPE RIM NVERT IN NVERT I CUT PIPE OESCRIPTION A5 30LW11.1.11.1 _ELEV. 567w25 561-35 501.25 1 4_ 3•TYLOPILASTB SOT25 560.25 1 560.15 1 5201 LF OF I A3 3VtIYLOPLASTBASINVIFCASTIRONOOFAEG TE L-1 W-RUPEW-DW AZ VOOT SM. m"I 0 00 A' 1 o A I IS Hnpff`FLARgD END —�,ECTION NIA fffA 651.00 SC YARD IN PSM Is, Ex DM601110TO k6l!4� — II 1 I EXDROFWUETCOWERTTOVDOTSTD.MH .1 TOP 555.37 M .CO N 5.90 I B2 EX CURB WLETCONVEflTTO VOOiSro IAH1TOP 54 1 ci IS HOPE NIA NIA 50 DO SI G9 LF OF 5 HOPE e 2401 -55900 565.00 5910 A}1 130 NYLOPlA5T5A5e1 WIGASTIRQV DOME GRATE 000 59 5 1 130 IIYLOPLASTBASW W CAST RUN UVIAb t aJ9 $54.24 .18.00 081 Ul .1 IS XDPE CO 3. - .............. -'= . ... .. . ..... .... MPS"D2-"I UNIVSRSITYOF VIRGINIA HOSrPROPERTIES, INC. ZONING: NO .D.S.2056,FG.87 D.S. 1122, PG. 487 D. B. 2933, PG. 85 (PLAT) EX RACQUET CLUB FFE = 567.66 0 VDOT#IBROWN STONE, NP. Z CURB CUTTO DEPRESSED DI IN 1SLANO'TYP. - YARD I'- - ! ' I RIM.. etc HC -RAMP TRANSITION TO FLUSH y II i L.L__j II II W] W LIJ U) r Tr –1 i : W LLZ Li_ 22.W SEND 4 &' U 0. ROWN _'PWALE _S !NGd CoNDFLO A UD NKW THROUGH ISLAND s eb Z CURB C UTTO DEPRESSED DIIN! ISLAND 1 EX. GOLF COURSE 1 TMP 75-83 i i UNIVJRSITYOF VIRGINIA FOUNDA77ON ZONING: R-IIMTH SPECIAL USE PERMIT 0.8.2712 PG. 325 D.B. 1055, PG. 271 % B 760. PG. 372 J _ 5SCHIMCE5 R .1 \ \ A a- lu 20, 40' Ln cz 04 N z Z 0 — 0 10� Z > Lu z M Z) 0 Z) 06 _j c) 0 W U) LIJ < (D 0 3- LLJ < z < Z LU I M Cl Z C) LL1 < Z 0 .� & CL Z- U) IL 0 Lu < != Lu (J) 0 o co c/) Z W 0 Ld J= co Z 5 OF1 ROUTE PORTION OF EXISTING p ROOFAND PROP. FLA;OOCM F DOWNSPOUTS DOWNSPOUTS TO ED TR RU T.W (SEE CISTERN OFITON) SG o IX. I �TORMCO SC YARD IN RIM 670.05 1w. 569.3 (a HC -RAMP TRANSITION TO FLUSH y II i L.L__j II II W] W LIJ U) r Tr –1 i : W LLZ Li_ 22.W SEND 4 &' U 0. ROWN _'PWALE _S !NGd CoNDFLO A UD NKW THROUGH ISLAND s eb Z CURB C UTTO DEPRESSED DIIN! ISLAND 1 EX. GOLF COURSE 1 TMP 75-83 i i UNIVJRSITYOF VIRGINIA FOUNDA77ON ZONING: R-IIMTH SPECIAL USE PERMIT 0.8.2712 PG. 325 D.B. 1055, PG. 271 % B 760. PG. 372 J _ 5SCHIMCE5 R .1 \ \ A a- lu 20, 40' Ln cz 04 N z Z 0 — 0 10� Z > Lu z M Z) 0 Z) 06 _j c) 0 W U) LIJ < (D 0 3- LLJ < z < Z LU I M Cl Z C) LL1 < Z 0 .� & CL Z- U) IL 0 Lu < != Lu (J) 0 o co c/) Z W 0 Ld J= co Z 5 OF1 r,-'\ CONTINUATION FROM SHEET 4 SCALE: .... .. ..... wRoiNIA HosTPR60aRrus. INC. UNfVERIS�CP joifi?.205a PG'&7 1122, PG. 487 O.S. 2933, PG. 'aS(PIAT) 'NOTE REGARDING TRAVEL SPEED ON WELLING T ON �RII-E: zz UPON FIELD INVESTIGATION, THE SECTION OF WELLINGTON DRIVE THReLF64THE BOARS HEAD PROPERTY DOES NOT HAVE A POSTED SPEED LIMIT, AFTER SEVERALTEST RUNS, It IS THE OPINION OFWATERSME S�TUDIO:LLC:tHAT EM�IMUM WEANDCOMFORTABLEX.1.11. SPEED ON MLUNGTON OR E PRIORTO ENTERING THE SOWN NEIGHBORHOOD IS B US TO HORIZONTAUIVERTICAL GEOMETRIC CONSTRAINTS. PEDESTRIAN TRAFFIC, AND LIMITED SIGHT.11� WELLINGTON DRIVE IN THE EDNW NEIGHBORHOOD HAS A POSTED 25 MPH SPEED LIMIT BUT THE ROAD LAYOUT AFPEARS TO BE MUCH MORE FORGIVING. WATER STREET STUDIO. U-C ------- :",N RECO..... MENDS POSTING THE SPEED LIMIT AT 15 MPH AND DESIGNING TO MIS STANDARD. . .......... %\ 7MP59D2-1.2 CONVERT PARKIN G UNI SI INC. ARP HALT) G SPACE EX. RMA SMH O.ZONING: C (ASPHALT) CZf.MH.lg 82056, PG. 87 O.B. 1122, PG. 487 RIM544.20 INV. 535.4 (151 0 2033, PG. 85 (PLAI) WV.Wa4fI51 L�& P�ORENOZRJB O-FIL 11 539.5 EX POND SIO- F[LkHRBOITO E BOTTOWFILTEMP Om R -78SSF 24.010• 12PIACIVF _R PEA 2 '457 DAYLIGHT UNDEVRAJN TO 534.ft "A EX POND 30'RWSA SEWER M Mf�, �P. NWSA SUH 10, CZI.MH.15 RIMS".08 'W1D9STONEDUST A pg iNV.533.7(151 INV.533.7(151 0 E)LASPHALTSERVIC VE/- OR _z _z _z H. 7 _.R/M52.23 IN .4.1 (a RE I.ACEEXISTING IAV. 4. (87 . . ..... INV. .;:a,(;B: $MH BASEMENT, 4:1 SLOPE - PROVIDE TIMBER v 543.40 PJUST) IN S33: (87. _RNE - STEPS . NEEDED " 1, " 3 15 7 ... . ....... ....... . ..... ::_7 ;77 . ... ........ ... . . ....... . . �_N EX. RIVSA SMH VIP, RI d .... .. ....... CV.MH.14 RIVE -it GEE PARKING FZVICE L) INV. M3.3 (87 STING am ASPHALT -;, . ........ . . . . . ...... ....... N - O 's INTEXISTING CROSSWALK STRIPING IF )< NECESSARY -N, 0, % EXISTING A EX PAVED SERVICE AREA 6 woE PAVEDVJALK LK 1 ACCESS POINT EMPLOYEE r V., EX. POOL V\i EX POOL TMP59D - UNNERSIIY FVIRGINIAHW .INC. ZONING. NO 13,2052. PG. 87 .B 1122. PG. 487 .8.1933. PG (U scale: 120' 0' 10' 20' 40' 89 EMPLOYEE PARKING AREA 0 V) C C\1 Z /'J^ Z 9 U) ar X Lu • 06 M Z) _j L) W co (D 0 Co Z z LU LL p Z LU 0 z z :� CL LU <C/) 13� r)oo 0 Z Lu cG 0 uj Z — C 0 o 55 LLJ ct� x tj AO D2ITOSIISTING16ASPHAIT—\ DRIVETO MAKE 18' MIN. WIDTH j. it 7T IN rr - - - - - - - r -i ri-- - - - -ii T I F T - - - - - - 7-1 F T - - - - - - ii LL _Lj L- - - - - - - L1 - - - - - Jj ---1 4- If 7'1 F T _T,1 r T - - - - - - 77, Ji Ll ij L 1i L 1 1 j L! jj - - - - - - - - - - - - - - - - - - - - - - - - ADD2 TOE)USTINGIVASPHALT DRIVE '0 MAKE I& MIN. WIDTH A I Ir - - - - - - 7, rr - - - - - -77 F7 - - - - - - 7-1 FT - - - - - - T I 1 EIXITENNI S cbbRTS 1 i i i LL- ---__1J L j J.___ 1_1 I IUNI a 4 DIU.,= IS. a, Za 1. a" - - - - - - 7-1 r r J, 4-11 17 - - - - - - 71 FT___ _r L 1 .j LL------1J L L - - - - - - I _J - - - - - - LL- _____1J 2VASCA CONNEOTTO EXISTING EASEMENT, BEMENT. TYP. IMMM W WATERLINE 2 • Z5 SEND TRAVELLWAY 7 45- SEND W UST4 UGT�, X VGTV J •TIE TO EDN CSA• 6 G rM#7S WATERLINEW/8-TAPPIN 0 I I i SLEEVE & VALVE .f••.... UN IVE�SITY OF -V R41NA FOUIVDATIOW y ZOA;ING'R. SPOCFA IEPERM�r .- JZ PG. Da 274 325 D.Q. 1065� PG . 271, 750, PC. D.S. 372 11,11: 1" o20' R 0' 10' 201 40': 8 r,-'\ CONTINUATION FROM SHEET 4 SCALE: .... .. ..... wRoiNIA HosTPR60aRrus. INC. UNfVERIS�CP joifi?.205a PG'&7 1122, PG. 487 O.S. 2933, PG. 'aS(PIAT) 'NOTE REGARDING TRAVEL SPEED ON WELLING T ON �RII-E: zz UPON FIELD INVESTIGATION, THE SECTION OF WELLINGTON DRIVE THReLF64THE BOARS HEAD PROPERTY DOES NOT HAVE A POSTED SPEED LIMIT, AFTER SEVERALTEST RUNS, It IS THE OPINION OFWATERSME S�TUDIO:LLC:tHAT EM�IMUM WEANDCOMFORTABLEX.1.11. SPEED ON MLUNGTON OR E PRIORTO ENTERING THE SOWN NEIGHBORHOOD IS B US TO HORIZONTAUIVERTICAL GEOMETRIC CONSTRAINTS. PEDESTRIAN TRAFFIC, AND LIMITED SIGHT.11� WELLINGTON DRIVE IN THE EDNW NEIGHBORHOOD HAS A POSTED 25 MPH SPEED LIMIT BUT THE ROAD LAYOUT AFPEARS TO BE MUCH MORE FORGIVING. WATER STREET STUDIO. U-C ------- :",N RECO..... MENDS POSTING THE SPEED LIMIT AT 15 MPH AND DESIGNING TO MIS STANDARD. . .......... %\ 7MP59D2-1.2 CONVERT PARKIN G UNI SI INC. ARP HALT) G SPACE EX. RMA SMH O.ZONING: C (ASPHALT) CZf.MH.lg 82056, PG. 87 O.B. 1122, PG. 487 RIM544.20 INV. 535.4 (151 0 2033, PG. 85 (PLAI) WV.Wa4fI51 L�& P�ORENOZRJB O-FIL 11 539.5 EX POND SIO- F[LkHRBOITO E BOTTOWFILTEMP Om R -78SSF 24.010• 12PIACIVF _R PEA 2 '457 DAYLIGHT UNDEVRAJN TO 534.ft "A EX POND 30'RWSA SEWER M Mf�, �P. NWSA SUH 10, CZI.MH.15 RIMS".08 'W1D9STONEDUST A pg iNV.533.7(151 INV.533.7(151 0 E)LASPHALTSERVIC VE/- OR _z _z _z H. 7 _.R/M52.23 IN .4.1 (a RE I.ACEEXISTING IAV. 4. (87 . . ..... INV. .;:a,(;B: $MH BASEMENT, 4:1 SLOPE - PROVIDE TIMBER v 543.40 PJUST) IN S33: (87. _RNE - STEPS . NEEDED " 1, " 3 15 7 ... . ....... ....... . ..... ::_7 ;77 . ... ........ ... . . ....... . . �_N EX. RIVSA SMH VIP, RI d .... .. ....... CV.MH.14 RIVE -it GEE PARKING FZVICE L) INV. M3.3 (87 STING am ASPHALT -;, . ........ . . . . . ...... ....... N - O 's INTEXISTING CROSSWALK STRIPING IF )< NECESSARY -N, 0, % EXISTING A EX PAVED SERVICE AREA 6 woE PAVEDVJALK LK 1 ACCESS POINT EMPLOYEE r V., EX. POOL V\i EX POOL TMP59D - UNNERSIIY FVIRGINIAHW .INC. ZONING. NO 13,2052. PG. 87 .B 1122. PG. 487 .8.1933. PG (U scale: 120' 0' 10' 20' 40' 89 EMPLOYEE PARKING AREA 0 V) C C\1 Z /'J^ Z 9 U) ar X Lu • 06 M Z) _j L) W co (D 0 Co Z z LU LL p Z LU 0 z z :� CL LU <C/) 13� r)oo 0 Z Lu cG 0 uj Z — C 0 o 55 LLJ ct� x . . ..... . ...... _(9) __ V) Z 580 570 560 550 540 WATERLINE'A' PROFILE SCALE: H:1 "20', V:1 " =10' I 570 560 550 540 530 . .......... ....... ... - - - - ----------- - ---- - - -------- ...... .... .... W 24 0 .. . . ....... . . . . . . . ............ 12. MIN PROPOSED GRACE REOUIRED EYJSMN GRACE M.M LF OFII HOPE 2.13 °A ............ . . .......... .. . ..... ...... . .......... 155 LpOFIS'HDP: 2.685. .......... .. . .... ..... ...... . . . ........... . ..... ... . . ...... . .. ........... ..... . ..... .. . ...... ...... . . ...... . -VDOTNI BR WNSTONE i a CFLANNELLI,41NG .... . ..... . Ic 11+00 STORM DRAIN 'A' PROFILE1 SCALE: H:1" =20', V., 1" =10' rSD Sl, SO R E3 (ED .... . . . .............. . ..... . . HE oFao 57 PROPOSED! RADE EXISMNG G MDE '5E ... ... ....... . .......... ----------- r - - - - - - - - - - - - J SL UK% 0 E ISMNG 24'HDPE I EYJSTING 24' HOPE 49101-ATO-RE REPJCEEXISMNG I a 1.0 S A TC REMAIN 24'HdPEWTKQ.0. UP OF�DPE ®1.74°q' L ....... . .. . ... ........... . . .... 16+oo fl+od STORM DRAIN PROFILE SCALE, H:1 "20', V:1" =10' S B3 0E), 570 560 550 540 530 ^oo Bpi Est 9 H. II I L. ME TO EX. STORM STRUCTURE 570 1560 550 540 530 10+00 10+20 STORM DRAIN'133-1' PROFILE SCALE: H: 129, V: 1"=10' 560 550 540 530 520 ............ . .......... x''88 4- 580 580 3 I 580 570----- 570 _PRC!POSeDGRAD9 F,MgMNG GRACE 570 5701 —570 560 560 Irmim MSnNG GRADE REQUIRED 560 F WHOP 1— 560::_..._.__..... 560 550 550 550 550 1 ............ ......... ..... ...... . .......... 550 540 . ...... ... . ..... . .......... I ......_...._..._....,..__._..._ 540 540 540 e I 540 530 C 530 T_ +A + 4n_1_ +.0 v c\l S SCALE: H: T�20'. V., V=10' DRAIN'C' PROF w STORM DRAIN'A3-l' PROF STORM V; 1'�-10' 0 < Z Z EX zli M MIS 0� 2 5 m$8 Old so mo JiM a ©mdN .off —A.- . .. ........ . .... ..... . . .......... J_ P OPOSEDGRAQE IE S71NG GRAD, SERARAMON2: SMH 74- i54 C".Pvr 1.701, 6�.S !�� I i PVCSM RAVO 02%MIN. Ea,vORA%mNQSFORCO T1011 ..!A . . ......... ____i _......._...._ ....... ... . . .. ..... . ........... . ... . . .... . .... . . .. ..... ............... .. - . ... . ... 2 _15 F� PVO 07i RWSA S -IE I 0 EX. RWSA SS ' \\ \ "Ul 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 KSRD'� 3 So s so S SO SO S SD D D 580 570 560 550 540 WATERLINE'A' PROFILE SCALE: H:1 "20', V:1 " =10' I 570 560 550 540 530 . .......... ....... ... - - - - ----------- - ---- - - -------- ...... .... .... W 24 0 .. . . ....... . . . . . . . ............ 12. MIN PROPOSED GRACE REOUIRED EYJSMN GRACE M.M LF OFII HOPE 2.13 °A ............ . . .......... .. . ..... ...... . .......... 155 LpOFIS'HDP: 2.685. .......... .. . .... ..... ...... . . . ........... . ..... ... . . ...... . .. ........... ..... . ..... .. . ...... ...... . . ...... . -VDOTNI BR WNSTONE i a CFLANNELLI,41NG .... . ..... . Ic 11+00 STORM DRAIN 'A' PROFILE1 SCALE: H:1" =20', V., 1" =10' rSD Sl, SO R E3 (ED .... . . . .............. . ..... . . HE oFao 57 PROPOSED! RADE EXISMNG G MDE '5E ... ... ....... . .......... ----------- r - - - - - - - - - - - - J SL UK% 0 E ISMNG 24'HDPE I EYJSTING 24' HOPE 49101-ATO-RE REPJCEEXISMNG I a 1.0 S A TC REMAIN 24'HdPEWTKQ.0. UP OF�DPE ®1.74°q' L ....... . .. . ... ........... . . .... 16+oo fl+od STORM DRAIN PROFILE SCALE, H:1 "20', V:1" =10' S B3 0E), 570 560 550 540 530 ^oo Bpi Est 9 H. II I L. ME TO EX. STORM STRUCTURE 570 1560 550 540 530 10+00 10+20 STORM DRAIN'133-1' PROFILE SCALE: H: 129, V: 1"=10' 560 550 540 530 520 ............ . .......... x''88 4- 580 580 3 I 580 570----- 570 _PRC!POSeDGRAD9 F,MgMNG GRACE 570 5701 —570 560 560 Irmim MSnNG GRADE REQUIRED 560 F WHOP 1— 560::_..._.__..... 560 550 550 550 550 1 ............ ......... ..... ...... . .......... 550 540 . ...... ... . ..... . .......... I ......_...._..._....,..__._..._ 540 540 540 e I 540 530 C 530 T_ +A + 4n_1_ +.0 v c\l S SCALE: H: T�20'. V., V=10' DRAIN'C' PROF w STORM DRAIN'A3-l' PROF STORM V; 1'�-10' 0 < Z Z EX zli M MIS 0� 2 5 m$8 Old so mo JiM a ©mdN .off —A.- . .. ........ . .... ..... . . .......... J_ P OPOSEDGRAQE IE S71NG GRAD, SERARAMON2: SMH 74- i54 C".Pvr 1.701, 6�.S !�� I i PVCSM RAVO 02%MIN. Ea,vORA%mNQSFORCO T1011 ..!A . . ......... ____i _......._...._ ....... ... . . .. ..... . ........... . ... . . .... . .... . . .. ..... ............... .. - . ... . ... 2 _15 F� PVO 07i RWSA S -IE I 0 EX. RWSA SS ' \\ \ "Ul 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 Ic 11+00 STORM DRAIN 'A' PROFILE1 SCALE: H:1" =20', V., 1" =10' rSD Sl, SO R E3 (ED .... . . . .............. . ..... . . HE oFao 57 PROPOSED! RADE EXISMNG G MDE '5E ... ... ....... . .......... ----------- r - - - - - - - - - - - - J SL UK% 0 E ISMNG 24'HDPE I EYJSTING 24' HOPE 49101-ATO-RE REPJCEEXISMNG I a 1.0 S A TC REMAIN 24'HdPEWTKQ.0. UP OF�DPE ®1.74°q' L ....... . .. . ... ........... . . .... 16+oo fl+od STORM DRAIN PROFILE SCALE, H:1 "20', V:1" =10' S B3 0E), 570 560 550 540 530 ^oo Bpi Est 9 H. II I L. ME TO EX. STORM STRUCTURE 570 1560 550 540 530 10+00 10+20 STORM DRAIN'133-1' PROFILE SCALE: H: 129, V: 1"=10' 560 550 540 530 520 ............ . .......... x''88 4- 580 580 3 I 580 570----- 570 _PRC!POSeDGRAD9 F,MgMNG GRACE 570 5701 —570 560 560 Irmim MSnNG GRADE REQUIRED 560 F WHOP 1— 560::_..._.__..... 560 550 550 550 550 1 ............ ......... ..... ...... . .......... 550 540 . ...... ... . ..... . .......... I ......_...._..._....,..__._..._ 540 540 540 e I 540 530 C 530 T_ +A + 4n_1_ +.0 v c\l S SCALE: H: T�20'. V., V=10' DRAIN'C' PROF w STORM DRAIN'A3-l' PROF STORM V; 1'�-10' 0 < Z Z EX zli M MIS 0� 2 5 m$8 Old so mo JiM a ©mdN .off —A.- . .. ........ . .... ..... . . .......... J_ P OPOSEDGRAQE IE S71NG GRAD, SERARAMON2: SMH 74- i54 C".Pvr 1.701, 6�.S !�� I i PVCSM RAVO 02%MIN. Ea,vORA%mNQSFORCO T1011 ..!A . . ......... ____i _......._...._ ....... ... . . .. ..... . ........... . ... . . .... . .... . . .. ..... ............... .. - . ... . ... 2 _15 F� PVO 07i RWSA S -IE I 0 EX. RWSA SS ' \\ \ "Ul 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 16+oo fl+od STORM DRAIN PROFILE SCALE, H:1 "20', V:1" =10' S B3 0E), 570 560 550 540 530 ^oo Bpi Est 9 H. II I L. ME TO EX. STORM STRUCTURE 570 1560 550 540 530 10+00 10+20 STORM DRAIN'133-1' PROFILE SCALE: H: 129, V: 1"=10' 560 550 540 530 520 ............ . .......... x''88 4- 580 580 3 I 580 570----- 570 _PRC!POSeDGRAD9 F,MgMNG GRACE 570 5701 —570 560 560 Irmim MSnNG GRADE REQUIRED 560 F WHOP 1— 560::_..._.__..... 560 550 550 550 550 1 ............ ......... ..... ...... . .......... 550 540 . ...... ... . ..... . .......... I ......_...._..._....,..__._..._ 540 540 540 e I 540 530 C 530 T_ +A + 4n_1_ +.0 v c\l S SCALE: H: T�20'. V., V=10' DRAIN'C' PROF w STORM DRAIN'A3-l' PROF STORM V; 1'�-10' 0 < Z Z EX zli M MIS 0� 2 5 m$8 Old so mo JiM a ©mdN .off —A.- . .. ........ . .... ..... . . .......... J_ P OPOSEDGRAQE IE S71NG GRAD, SERARAMON2: SMH 74- i54 C".Pvr 1.701, 6�.S !�� I i PVCSM RAVO 02%MIN. Ea,vORA%mNQSFORCO T1011 ..!A . . ......... ____i _......._...._ ....... ... . . .. ..... . ........... . ... . . .... . .... . . .. ..... ............... .. - . ... . ... 2 _15 F� PVO 07i RWSA S -IE I 0 EX. RWSA SS ' \\ \ "Ul 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 570 1560 550 540 530 10+00 10+20 STORM DRAIN'133-1' PROFILE SCALE: H: 129, V: 1"=10' 560 550 540 530 520 ............ . .......... x''88 4- 580 580 3 I 580 570----- 570 _PRC!POSeDGRAD9 F,MgMNG GRACE 570 5701 —570 560 560 Irmim MSnNG GRADE REQUIRED 560 F WHOP 1— 560::_..._.__..... 560 550 550 550 550 1 ............ ......... ..... ...... . .......... 550 540 . ...... ... . ..... . .......... I ......_...._..._....,..__._..._ 540 540 540 e I 540 530 C 530 T_ +A + 4n_1_ +.0 v c\l S SCALE: H: T�20'. V., V=10' DRAIN'C' PROF w STORM DRAIN'A3-l' PROF STORM V; 1'�-10' 0 < Z Z EX zli M MIS 0� 2 5 m$8 Old so mo JiM a ©mdN .off —A.- . .. ........ . .... ..... . . .......... J_ P OPOSEDGRAQE IE S71NG GRAD, SERARAMON2: SMH 74- i54 C".Pvr 1.701, 6�.S !�� I i PVCSM RAVO 02%MIN. Ea,vORA%mNQSFORCO T1011 ..!A . . ......... ____i _......._...._ ....... ... . . .. ..... . ........... . ... . . .... . .... . . .. ..... ............... .. - . ... . ... 2 _15 F� PVO 07i RWSA S -IE I 0 EX. RWSA SS ' \\ \ "Ul 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 m$8 Old so mo JiM a ©mdN .off —A.- . .. ........ . .... ..... . . .......... J_ P OPOSEDGRAQE IE S71NG GRAD, SERARAMON2: SMH 74- i54 C".Pvr 1.701, 6�.S !�� I i PVCSM RAVO 02%MIN. Ea,vORA%mNQSFORCO T1011 ..!A . . ......... ____i _......._...._ ....... ... . . .. ..... . ........... . ... . . .... . .... . . .. ..... ............... .. - . ... . ... 2 _15 F� PVO 07i RWSA S -IE I 0 EX. RWSA SS ' \\ \ "Ul 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 7) 2� z CL 0 x 'a w z :: Z) 0 ) W C) uJ U) LLJ 0 U) 0 < 2 C45 CL Lu 0 u I ) m _j < Z W uJ 0 z W U) 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 10+00 11+00 12+00 > 2 < SANITARY SEWER PROFILE > Z 0 SCALE: H: 1=29, V:1" =10' 0- < _j c/) CL 0 Lu < ry Lu co 0 0� 0 < ) U) < 0 co . . . .......... — - — - _— - _-- ------------ . ... . ..... .......... .. . . ........ . . . . ....... . . ........... . ....... Z uj co z 0 cn Lu 7 OF 13 co z 0 cn Lu 7 OF 13 Iinll II Iii iii f rt .. .... ... ..... ... . . .. ...... ,7 EX. RAQUET CLUB FFE = 567.66 SY YARD INLET � 566.78 EX. STORM co. RIM 570.61 INV. 567.7 (67 D INLET RIM 570.05 INV. 569.3 ffi7 9 I Ila op- al rr ------ 77 rr ------ 77 Fr ------ 77 rr--- Li ------- J, LL__ ____1J LL --- ---I I--- ---4, F-L 7-1 rr 7-1 FT 7-1 rT--- I : CLAY l I I I I I r�NNIS PQ URTS L L ------ A J L1 ------ 1J L I ------ I J Ll--- F 7 - - - - - - 7-1 rT ------ 7-1 FT ------ 71 rT--- I EX (TENNIS dObRT� 1 LL --- J, j L rr ------ T -1 II II II rr r- - -- -71 i II II I r I rT--- it II L! ------ 1 II ------- I-J naxrrE�ls ii ii LL __ - - -_S ! J ,67 it L V- FILTERA- DA=1.59. 0.65 u LIT % 530 .... . . .... is, EX GOLF COURSE 0 19 20' 40' INLET DRAINAGE AREA MAP PTP'r 1)P.9TC-'.\T TAPY P r) 4- V) c/) Z 0 C) < U' ui n L LLJ Z: c\1 C14 C/) z w 0 w w Z 0 7 �; :3 K m K w I �mmmmEm EREEM® Mm I �Ecmmmm r) 4- V) c/) Z 0 C) < U' ui n L LLJ Z: c\1 C14 C/) z w 0 w w Z 0 7 �; :3 1.TH19 rtFM WTBEPPECARC0.CARIN PUCE y4, A NGiRETOBECU39NIFGRMPNCE PSI IFPRECA"T. CUB MDI8ERlDMERCRLEw(ARS, HANDICAP SIGN• T An�u F EOFNAN V4LLBE PPOFOAASMDIALwR0. CF=R) f BLUE BACKGROUND, WHITE LETTERING EPdIC0.1NC EASE0P9R— MUCCX E PD 9AOS.M12U1.COEAPdT IeOEOFOBMEE 0. I SE I (MUTCOR7-SMRGINIA) MAYBESUBSITUTEDAS EQLRvILENT) ,eURFALE,Ii (SO INA —M. .11ul YLLq INd TMETCPCFA= SE0FTHEPAV..T .RRUCNRE NOTE4 ! / ( INTNEETXEISTO STOOEI4'A5 —SA PNKEB DISTCOE MPDEFptADECRFASEORAN l+ d9 CUPRBISTOB RURANd OEmOx SPEW A _ IS10M2 LEA" CN0.URALX U1—AHD 43 MPN LESS IN DETHS1E. U0.8AIIAND IXCEEDED 9fANWRI DC [NEI9NEWIHEDEEDSAAE 611 CURB (VDOT STD. CG -2) 611 CURB & GUTTER (VDOT STD. CG -6) it iffiffiffiffiffiffiffii��1�� TIT- HANDICAP SIGN• An�u BLUE BACKGROUND, WHITE LETTERING cD (MUTCOR7-SMRGINIA) MAYBESUBSITUTEDAS EQLRvILENT) PENALTY ASPHALT DRIVE/ PARKING PAVING SECTION PRIME MID SEAL 3.X" r Y`.•a V� '�AS�•��(RETR TEEDVDOT27A ELSF CH (REFROFPPLICANG GRAVEL SECfIIXJ NE DEED FABR IDGED �(AS NEEDED TO BRIOGEPOOR SOILS) / COMPACTED SUBGRADE EMPLOYEE PARKING LOT PAVING SECTION EXPANSIONJOINf G°iceilrNU� AEIACazawGau�oPerEw°4ero PRO eiwwtw"FOaAxr awPUP�Iw�—mra renw'tdr EOVALTOWIDTHOFSIDEWALMTYP. ,{� �aMA,LLar caxrmmeurtwuoveoonlem eaaFnawMPPImRLO PamnIOPAIwrLmL `r SMOOTH TROWELED EDGE; CONTINC710N JOINT OPTIOWIL e SCORED BROOM FINISH; TYP. PERPENDICULAR TO DIRECTION PLAN OFTRAVEL SECTION CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES { MN 2.4. SELTONMA YH VE aIu uaswwu nxiaew.uILPFA LPCC' TAMxCxoamMx 'X Du P W TRUNCATE DETAIL I w� " w.IxDETEmNLEwARxlxowRPACe DETERAeLEWARNINO NCCESSFOR MOBILMIMPNRMERB) ORUL ..m.n..munvrw.wr.m, CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION FILTERFABRIC (MIRIFl FlLTERWEAVE 70q cussAlwPRAP STONE LINED SWALE (BROWN RIVERSTONE) SECTION (N.T.S.) ;• 0 HOLE FULLTHICKNESS 2} 2 }' m�l 6-0• � 2 -i3 REB 4' AR o N N TOP VIEW lZ• ', •A• • �L�., SECTION 'VENLARGED w I SIDE VIEW DOUBLE -SIDED CONCRETE WHEELSTOP m FINISHED GARDE CONCRETE FOOTING (CLASS S) 2000 PSI MIN. COMPACTED SUBGRADE 1Y NOTES: 1. METAL POST SHALL BE GALVANIZED OR WED ENAMEL HIGH STRENGTH UZWNEL POST SHALL HAVE OU NG SIGNS. WED ENAMEL POST 3'S'DIA PRELBEBLDHOLES THATARE I'ON CENTER FORM NTI N COLOR SHALL BE BLACK. 2 ALL BOLTS. NUTS. WASHERS,& SCREWS SWILL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPUEOTO A SHEETALUMINUM BACKING (.O8M IN 7HCKNESS. 4. MESSAGE LETTERING SHALL BE UPPERCASE( LMBTE SERIES B) IN ACCORDANCE NTH MUTCO. S. THE SYMBOLIS COMPOSED OF TWO ELEMENTS. A MITE WHEELCHAIR FIGURE MHICHALWAYS FACES RIGHT) DNA SQUARE BACKGROUND, INTERNATIONALBLUE IN COLOR (FED. STD. 5859, COLOR %15780) 6. SIGNPOST SHALL HAVE MIN. 6- CLEARANCE FROM BACK OF CURB AND PLACEDAS SHOWN ON PLANS. 7. ANY SIGNS MOUNTEDTO ONE POST SHALL BE SPACED2 APART. HANDICAP ACCESSIBLE PARKING SIGN 30• NYLOPLAST PVC BASIN WITH DOME CAST-IRON GRATE RIMS47.50 INV. OUT 542.00 4'OEEPPFAORAV0.J / L� -- la'c6E — -- - - -- -- FlLTERIAYER J/----------------- UNOERO I., ORAVEL (MSHTOM441 ?.1� PVCR PERFORATED PVC RPEG 1 %SLOPE (Mlle TEO SCXEDUL mp.) RP EMG1 %6LCPE(MIM TO CROSS SECTION ROESEM10.E.—G10A0C. 1. THE NEED FOR ADDITIONAL FERWNEM EROSION PNOrECTON FROM BORON CF EIO0.EIEM0.N ATEA MUR BE EVALUATED ON AN INDI'x0U NOU &DE it PONOING DEPTH TO THE C0.ER OF AN OV ERFl.ON STRU t 1 iNEDIRANLEEEMEDx CLEPN.OUtSN1LLN0TIXCEE050 FEET. BIO- FILTER A TYPICAL SECTION /DETAIL (N.T.S) aPn xeU a I wcxFlu I Ian 1 - -- x.DxLx YT0Rx4'•aP'FlPE �rMA15EED D iOYCxOAIpN !� D BG45t I °" I 7. Au PPE ss'1LxG sLYL EE b13ULLE0 N FmRDVxrr: %Tm A91Y muL STArmLxm uxodmmui0ro PsADArIDx a nRrv4oPlASnc PPE ToR sE %FM19 lum anm GAMD' H FAPUCaaxr, urER Amnox x. YFAWIR6 SHOUD BETAKd ro PRB'fNl YDRVIGI p' WiM1E FINL4 DI10 BYJOEL d:9E9G TIE TIRVOi eORW WY SE RA ®rgO US1N0 A OIDR]fIRE WTEAW. vBESDQ&C SUIVBIE WIERW. SWM. eE Cl/&9 I. B DR b THE Nl11RM00R SHNl RDADE DCGIYLNMiKIN mrt WT7nr_ sPrmrATrxl ro DIUIFFA uNLOS amERxsE HDId R THE dmxaDL YaORIY BFOOUa MKXHF59 SXNL EE 4• o—) rvn) DDDnm- SaO,mr. 3• DBamnl) NR ]O- -Br n30nYn- aODINII). E. = e.rvn, • 31114181E W1D8LL 94111. EE C1A49 I, I OR 4 IN 1HE PIPE ZONE EOdDINO NR LE49 1X41 S' AB0.E LTDAII a PIPE TIE CONIPICIOR 9HV4 PROAOE LXIWM4NGid1 rDR WrvluL sP¢mGrax ro FxxCPEDf. WTEmv. sx%4 3e BRTNIID u Iaa1FEn N Am O]JZI, urm EDIIIOIx. 4 1@N8d.f887i YPONM CONt. K M HON- TANi1C APPIII'ATONS (GU54 DR CD.YAY IBG9 R 1 roPRLLTMDEir w9�naLF n 10 APwrATIC1R MIMWY M. 6 arr101 NP 801IW O v OF PAYFI Q f OR TOT)PWa PoGO PAVDIdf. PIPE BEDDING DETAIL (N.T.S.) a - V (I J 7 -X� 5 3 W 0 T T N N Z Z O'^U) / 1, NV Z / ¢ CL >: LU r m O J U /)/9 U/ AF! W H J O ¢ r> CL U w ) m 1 J I— ¢ CLCLI G Q J Z U Z O ¢ CL J U) CL Q I'— LU :IJG 0 C¢ O G m LL LL w Z 0 rr � r LLI o � 9 HANDICAP SIGN• An�u BLUE BACKGROUND, WHITE LETTERING cD (MUTCOR7-SMRGINIA) MAYBESUBSITUTEDAS EQLRvILENT) PENALTY IP / ,1wmv:w`mrne l+ MUTCD "c— P�ENALtt R78 (VA) PIMAUTYFINEFREQUIRED MAYBEAIX)ED BELOW PRIMARY SIGN PF REODRED BY LOCAL BEXW AURiORITIES) SIGNMUTCDR74 SHALL BE INSTALLED AT SPACES WHICHARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS POST- 84' CLEAR MIN. TO WALL( PASSES BY OR UNDER THE SIGN ROM CAR FINISHED GARDE CONCRETE FOOTING (CLASS S) 2000 PSI MIN. COMPACTED SUBGRADE 1Y NOTES: 1. METAL POST SHALL BE GALVANIZED OR WED ENAMEL HIGH STRENGTH UZWNEL POST SHALL HAVE OU NG SIGNS. WED ENAMEL POST 3'S'DIA PRELBEBLDHOLES THATARE I'ON CENTER FORM NTI N COLOR SHALL BE BLACK. 2 ALL BOLTS. NUTS. WASHERS,& SCREWS SWILL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPUEOTO A SHEETALUMINUM BACKING (.O8M IN 7HCKNESS. 4. MESSAGE LETTERING SHALL BE UPPERCASE( LMBTE SERIES B) IN ACCORDANCE NTH MUTCO. S. THE SYMBOLIS COMPOSED OF TWO ELEMENTS. A MITE WHEELCHAIR FIGURE MHICHALWAYS FACES RIGHT) DNA SQUARE BACKGROUND, INTERNATIONALBLUE IN COLOR (FED. STD. 5859, COLOR %15780) 6. SIGNPOST SHALL HAVE MIN. 6- CLEARANCE FROM BACK OF CURB AND PLACEDAS SHOWN ON PLANS. 7. ANY SIGNS MOUNTEDTO ONE POST SHALL BE SPACED2 APART. HANDICAP ACCESSIBLE PARKING SIGN 30• NYLOPLAST PVC BASIN WITH DOME CAST-IRON GRATE RIMS47.50 INV. OUT 542.00 4'OEEPPFAORAV0.J / L� -- la'c6E — -- - - -- -- FlLTERIAYER J/----------------- UNOERO I., ORAVEL (MSHTOM441 ?.1� PVCR PERFORATED PVC RPEG 1 %SLOPE (Mlle TEO SCXEDUL mp.) RP EMG1 %6LCPE(MIM TO CROSS SECTION ROESEM10.E.—G10A0C. 1. THE NEED FOR ADDITIONAL FERWNEM EROSION PNOrECTON FROM BORON CF EIO0.EIEM0.N ATEA MUR BE EVALUATED ON AN INDI'x0U NOU &DE it PONOING DEPTH TO THE C0.ER OF AN OV ERFl.ON STRU t 1 iNEDIRANLEEEMEDx CLEPN.OUtSN1LLN0TIXCEE050 FEET. BIO- FILTER A TYPICAL SECTION /DETAIL (N.T.S) aPn xeU a I wcxFlu I Ian 1 - -- x.DxLx YT0Rx4'•aP'FlPE �rMA15EED D iOYCxOAIpN !� D BG45t I °" I 7. Au PPE ss'1LxG sLYL EE b13ULLE0 N FmRDVxrr: %Tm A91Y muL STArmLxm uxodmmui0ro PsADArIDx a nRrv4oPlASnc PPE ToR sE %FM19 lum anm GAMD' H FAPUCaaxr, urER Amnox x. YFAWIR6 SHOUD BETAKd ro PRB'fNl YDRVIGI p' WiM1E FINL4 DI10 BYJOEL d:9E9G TIE TIRVOi eORW WY SE RA ®rgO US1N0 A OIDR]fIRE WTEAW. vBESDQ&C SUIVBIE WIERW. SWM. eE Cl/&9 I. B DR b THE Nl11RM00R SHNl RDADE DCGIYLNMiKIN mrt WT7nr_ sPrmrATrxl ro DIUIFFA uNLOS amERxsE HDId R THE dmxaDL YaORIY BFOOUa MKXHF59 SXNL EE 4• o—) rvn) DDDnm- SaO,mr. 3• DBamnl) NR ]O- -Br n30nYn- aODINII). E. = e.rvn, • 31114181E W1D8LL 94111. EE C1A49 I, I OR 4 IN 1HE PIPE ZONE EOdDINO NR LE49 1X41 S' AB0.E LTDAII a PIPE TIE CONIPICIOR 9HV4 PROAOE LXIWM4NGid1 rDR WrvluL sP¢mGrax ro FxxCPEDf. WTEmv. sx%4 3e BRTNIID u Iaa1FEn N Am O]JZI, urm EDIIIOIx. 4 1@N8d.f887i YPONM CONt. K M HON- TANi1C APPIII'ATONS (GU54 DR CD.YAY IBG9 R 1 roPRLLTMDEir w9�naLF n 10 APwrATIC1R MIMWY M. 6 arr101 NP 801IW O v OF PAYFI Q f OR TOT)PWa PoGO PAVDIdf. PIPE BEDDING DETAIL (N.T.S.) a - V (I J 7 -X� 5 3 W 0 T T N N Z Z O'^U) / 1, NV Z / ¢ CL >: LU r m O J U /)/9 U/ AF! W H J O ¢ r> CL U w ) m 1 J I— ¢ CLCLI G Q J Z U Z O ¢ CL J U) CL Q I'— LU :IJG 0 C¢ O G m LL LL w Z 0 rr � r LLI o � 9 O . -cs v^— VARIES I_. (SEE PLAN) ' `- IWILTER NYLOPIAST PVC BASIN VDOT STO. CM ... - PLANTINGS WITH DOME CAST -IRON '~ ` (SEE PLANING PUM GRATE 555'00 CZ VD0T STD. CG3 RIM INV.0VT549. 00 CURB CUT GUITER PLOW . _ PARKING LOT f Ala 1 Ii Aii \\ 'i al 1 RIVERSTONEGPAVEL .� ', .y, - I I 4 / k 3 • SPIASHPADATCl1RB ,vq CUTS. TYP. 'I i i 12' • a57 STONE (DOUBLE WASHED) ,`' n _ _1.IlDPE_J I PERFORATED PVC UNDERORAINS TO —__ —� TIE INTO DROP INLET BID— FILTER B r TYPICAL SECTIONOETAIL (N.T.S) r N NYLOPLASTTLIRF TRAFFIC INSTALLATION 3099CGDL N r 12'- 30'DRAIN BASIN 12'- 30'INLINEDRAIN ae.— l4E anueeauyPrsdtmlu+a a.- / rpo:Eaure�. Twain. � rrmnpoaPmamPC peuc // Q z WIYPPfiewert LNfiICL0tl4 etlGElE&IdmKMm / `IIw6a @a ��Q�D� _/ > Pat IAEiGIpVWBKMP049my ACT W. JJJ // 6UHCat ®aY - DnER/B WatBEGF9p.IDTAxRBHIO CpapRlemW1 — _ O — - — — } — — ]GD4Y1KxLOGLma.mtel^PW.IIIkRIC L ppxgeG FA PP pa ERRDi mpC. e��o�4� X LLI 00 Z 1 rwavli•xr \\ // soLo]31Yama GlataXlf?ahsad mLT pWLGag IMMdwietlLYJ r srbla —,- eaGOaLwyaaw.tauusawsimmvewmret TiGRATEDmEdxPIAGB RAfE xnPaa J 0 O LLI J Q rowfAAwroau.IdannGyxemaaAma. wmwau�wAmlo >sI.oAAixrew+lmsrtarv. � R.• A1PmlaenEEYW1� .46EEDlpa&p6ilLRA0.11fI� m.WAtENETaPVLLmIxJY}Ll IPACI ®IINNa{rx IG9aLl'Ipi YalNAatY�l. Q CL ^ v! c G W . I .aaaPtmnmmnRUUt.PEraratantunmmR n wo«aw Ixne muyxYtsldxaltatlev�wrvMn ® aaxm n a'aienf arltmamlurtalr•rmAwwamtn a 4 ana °ate I F-' m J Q N o "t ° a : r lYylo'j ., avadr� Z "m��m`weinaerxmO°m«>,tanm°"`w � J w J U Section 2721 wdtrmrlsvatmawrnsE a Q 0 Engineered SUrtace .Drainage PlGducts rPAAeaaw.SrLSaa� z CL GENERAL T PVC surbw dnlnepe inlds shell bclWe de tlrab basin type es Mlodltlondemnuoct'tlnm1pfd st —osda Nln Ih. odr —Z Roadons. The tladde Inn poles for each W Ihex ratlnps ere m be c.naht.sa en NWpml pan of de mdaw drvinnes inh,thed ahaliba lumhhad by de same manufamnr. The W � Q surf ..d,Wg,blebshobbaosmernfaOundby NybpWatadnobnaf Advanced Orainapo SYSlams Inc, npacrappaoreduauat W Q Q MATERIALS 'VN6VIEMER fA Tha tlnln baalnn npulntl lordW mnbocl ehal be menufacWredfmm PVCpipe aWCk'. adleinpathermpmdtlnp IXacoNto inform de pqa elocklo the spo�5atl rod— 'ss"am t� F Lu eanfiquralg no@olnvae POe mnnacpon dubs,haf be m,,uf,,W,,d from PVC Om nark aM fanned to mOda Idghl coonxtb the —Fad yalpn. Thblolnl bgxdns sM1^Il acnfoml to n artl Thelbx de eloewmadc 1 1' • • �oa haxall sonfarmto ASiIA FaT1. Thagm ball apipot shopbaginod Wlho I botlV fN mkbl, Th trwl usatl to menulodure N qpp tackthdtb wotl to monulocWra lho mod body end qm eabeoltho d tl p I W h II fQer I0ASTMDI Wea tfd5d. •.. • ry LL (n Th p I ntlframnlumhhed lneUVUdesv tlronapo inlets aholl bo tlumbi f B.'L0'. I2, IS', IB', 24' tl3p tldlva by motlosaccif Ily for Id dninopv lnbL G t 1 don downs shall bo mpawo of yN01HEp.9WL O h baN o:asd plorideenuntl OetNm Mnpe Nu gLlymatchosdod' I udom .. p.,, loi0 vfivol loodnglortraRp Oleos or H -10 badnp lar pedvshian 12 tl15'sAVOly 0nbevdll bP Maps Wd Inme using IXm. Metal ufotl ro rt ' a the mondaoungdecostinpsah.1.anlorm to ASTIAA5 3ea.- 5p.05h,,&,Uleinn Onbs ehollb pravitlad minlotl blodk C IXSTAILLAT The spmdied detl PVC zurfaw dminapa old shall InaWlletl uwnp m ntlona Ilmide plea WraJll mabrelc antl yacatlunv. ihe'bacidl mewnal shall Ea ahadwcna or odarpnnular m^telwl modnp de lwu t Id 2mabrhl as tlefiwd n6STMD'132I Beddhp and beckfll farsvdew dninapo'nbb ASTM 07321 T lain been body wll b^ cu[.at de l mo of do foal pods. No dick. atsa— hv h shell W pl end ccmhe a uvfarmlY In eacoNanm Ih oncrole bbck «ta Le nvurad b sal de pel« to de fn I p da h yht F r1- p batl nbtl ImWllvmna.a npeW nog xdl ba ppnatl vntlar wtl around de Z desgn facbrs Farodn .ha,d -W.lV,abr, ,...adnconsidenlionzsu W,I.bhsaItd enddsaRlaunld bnnlraferlo ASTM e33]Idnaderepp4mble ins pui VNVBtE3UW C ipaIXMBlawFlq f' nmwx— T O U m �— e>SMNGIeflal �WNINhatEIEVAIItHIGelwwlER""maP. w f n Mwf Nyl pmxx mw —e,a — n b .. N,Y1to . � n � Piylo(Slalif um � m�mm W W U �� Iwl «m,wnalfraaaw««w+w,. w Q CW D Z O U 10 OF 13 SECTION 2 -2 PIPE DEGREE '. VOL 45•r ' VOL SIZE OF f, 'I A (PEEN CUND. -J BEND FOR ALL BENDS VWDEN TRENC ' _____ ACCOMMODAi ANCHOR IF DIMENSION 45• MIN ftEOBRED. 2.50 EDGING AS 101 REDUIRED j B'MIN EMBEDMENT J� 45 MW 4'8fi' T SECTION 1 -1 SECTION 2 -2 PIPE DEGREE SEND NSIONS VOL TEEANDPLUGS VOL SIZE OF IOU.YD. (PEEN CUND. -J BEND L 179 T 2F0ROUCIILEIRONRPETHE L H T ALLCONNECTIONSTO DIMENSION SO 2.50 2.50 101 0.24 j B'MIN EMBEDMENT IS LIFTS) A4' BEDDING OFNO.68 STONE •THOROUGHLYCOMPACTED SHALLSE PROVIDED. SPRING LINE j OFPIPE 4'8fi' 45 221a 200 1.50 225 200 z60 x52 0.15 0.10 2.00 225 250 0.15 11114 1.9 200 x50 0.10 \ (ALL PIPE) 3000 PSI CONCRETE TYPICAL SAN. SEWER PIPE INSTALLATION IN TRENCH M 108 3.15 121 140 45 2212 2fifi 1.fi8 288 218 zn 2� 028 0.13 115 201 288 0.32 11114 1.88 218 261 0.13 W 4.83 ].B3 142 0.83 10'812' 45 221. 133 233 ].SB 2.55 2B5 288 0.4] 0.29 183 4.00 283 Mu 11114 1.8.3 233 Z. 0.18 L THRUST BLOCKS ARE REMIRED WHENEVER THE PIPUINE: CHANGES DIRECTION, OHANUES SIZE DEADENDSANDAT VALVES. 2 USE 2500 P.S.I. CONCRETE 3. NO CONCRETE SHALL BEPOURED ON ANY PART OFTHEJOWT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALLTHRIl6T BLOCN& CONCRETE THRUST BLOCKS paod[s sw.0 Oe usEO ul we PIPc wt'Fn IRmI RAP��P ��FDEWAL 3fi MIN. 0.R ATONSTOPN•.11 ?,T1 H 15000 FORD NO E.A1 PPOIm EQUAL TYPICAL WATER SERVICE LATERAL INSTALLATION mi 1>aw T• --- F�Ia,w> -y IImIM ��evr ITaull Ptuw4 FAAIAE SECTION 0.ao1aAtALicACOVE SECTION TYPICAL MANHOLE FRAME & COVER FINISHED ADJUSTABLE VALVE BOX W/ UO BINGHAV S TAYLOR FIG. NO.46D5 (SCREW TYPE) OR APPROVED EQUAL E a ____ MJ.GATEVALVE WATBR UNE 250) P.S.I. CONCRETE %' T10BEARINOAREA THRUST BLOCK J NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE �S C` 3000 PSI CONC. BASE . LOPENC SINPAVEDAREAS R:{ CHANNEL 1_ l4•: VMIN ; RIGHT - EXISTING RIGHT. EXISTING 114 BARS 12` ON CENTER BRANCH YY' REMAINING SHALL BAC OF -WAY SHALL BE BACKFILLFD OF-WA ENTIRELY WITH NO. 21A STONE. -J -'� 3GMIN TAIN OFILL NOT CONTAIN ROCK tMTERIAL S!A LARGERTHANWINANY 2F0ROUCIILEIRONRPETHE PAINTALL EXPOSED STEEL VATH 2 COATS OF BITUMINOUS PAINT. ALLCONNECTIONSTO DIMENSION BOTTOM OF THE TRENCH SHALL -�: 24'MIN INTAL BACKFlLL' BESBE SCRAPEOAND COMPACTED, ANDALLS TDNESREMOVEDOR j B'MIN EMBEDMENT IS LIFTS) A4' BEDDING OFNO.68 STONE •THOROUGHLYCOMPACTED SHALLSE PROVIDED. SPRING LINE j OFPIPE -\ BY HAND ORAPPROVED MECHANICALTAMPER MUNCHING SWHERE ROCK IS ENCOUNTERED PIPE SH4LLSEINSTALLEOONA NO. 68 STONE -1.��- BEDDING MAX PMIN MINIMUM 6'BEDDING OF NO. BB STONE FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE \ (ALL PIPE) 3000 PSI CONCRETE TYPICAL SAN. SEWER PIPE INSTALLATION IN TRENCH -SE DMENSpN DMEN610N ORFATER LLOESUBMITTm. SIDEVIEW L 1� B 1 -I r------------------ I I Lm•DUMEre� I HOLEFORTIX I I I TOPVIEW G I I T= I OWMETERi xomxEATH G I I eXx L-- -------- - - - - -- AlUM MAC TYPICAL METER VAULT FRAMES COVER STREET SURFACE OR VWEDG -LOK' TYPE MIN. PRECAST REINFORCED CONCRETE SECTIONS 2•MIN •0• RING SEALS IV MA) MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 44]' FROM INLETTO OUTLET SHALL BE 020 FEET. VARIES A FILLETED INVERTFOR A SMOOTH TRANSITION OF FLOW BETWEEN INLETS OUTLET PIPE SHALL BE PROVIDED. WIN0.65STONE WTE51 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY CETERMINEO BY THE CONSULTAM FOR THE SOIL CONDITIONS. 2. TIE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALLHAVE EXTENDED OR NON�EXTENDEO BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDEANDOUT. TYPICAL SEWER MANHOLE SECTION SHOWING BRANCH TIE -IN GOOD FOUNDATION MATERIAL RCq FOUNDATION MATERIAL I INRIAI. BACNFILL MI ' e BED bSB DING EFONE •ST ewscIL ROCK JCRAPETIEBOTTOMOFTHETRENCH. REMOVEALL ONESTOINWRETHERMCCESNTRESTONROCKANO THSwNTO M ACT TIESOIL OR PROMDEAd• BEDDING OF FOUNDATION W POOR SOIL UNDERtUTCONORION UN INRIALBACKRU. OIL OIL MI I \ pBS STONE • ' STONE GSTASLEOI OR ROCK ` �STABLESORORROCK� NOTE: ROCNS SHALLEEALLOWEDVATHIN 24.OFTIE WATER UNE& 2 NO ROM LM SRTHANWINANY01MENSION511ALLBEALLOV- ASOVETIEINGIALBF:CKRLL S. THEINGIALBACKRLLSHAHBEPLACEDANDCOMPA MINWUFT& 4, NO ORGANIC OR FROZEN MATERIAL OR OEBRI S SH.LLL BE ALLO WtD INTHEIRENC.. S. BELL HOLES SHALL BE DUO OUTIN ALL CASE& DUCTILE IRON WATER PIPE INSTALLATION & BEDDING STONE PIECE CLEAN OUT ME TYP. SAN. SEWER CLEAN -OUT INLET 3000 PSI CONC. BASE 0 SENCH SLOPEDTO FLOW R:{ CHANNEL 1_ l4•: VMIN AS SHOWN. CNAILLPIPE D L\`�Y 114 BARS 12` ON CENTER BRANCH I / I aA B k1 u VOTE: PAINTALL EXPOSED STEEL VATH 2 COATS OF BITUMINOUS PAINT. ALLCONNECTIONSTO 1. NICKEL BRONZE CLEAN OUT EXISTING MANHOLES SHALL -�: FRAMEAND COVER IN PAVED FLEXIBLE CONNECRON CONNECTION'BOOT• INSTALLED AREAS MECFWMCALPLUG TYP. SEWER MANHOLE PLAN 2 MATERIALTOBESAMEASPIPEIN ALLOTHERAREAS 3000 PSI CONCRETE (PAVEDAREAS) ; U STONE PIECE CLEAN OUT ME TYP. SAN. SEWER CLEAN -OUT INLET -FOR BENDS W & SMALLER USE STRAP ON BEND WATH ANCHOR BOLT ON CENTER UNE OFBEND. • FOR BENDS 10• THROUGH 12' 3000 PSI CONC. BASE USE 2 STRAPS ON BENDS SENCH SLOPEDTO FLOW R:{ CHANNEL 1_ l4•: VMIN AS SHOWN. CNAILLPIPE D L\`�Y 114 BARS 12` ON CENTER BRANCH I / I aA B k1 u VOTE: PAINTALL EXPOSED STEEL VATH 2 COATS OF BITUMINOUS PAINT. ALLCONNECTIONSTO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE FLEXIBLE CONNECRON CONNECTION'BOOT• INSTALLED WITH STAINLESS BTEEL I�Ol1TLEl' BAND TYP. SEWER MANHOLE PLAN -FOR BENDS W & SMALLER USE STRAP ON BEND WATH ANCHOR BOLT ON CENTER UNE OFBEND. • FOR BENDS 10• THROUGH 12' USE BRACING STRAPS USE 2 STRAPS ON BENDS ADJACENT TO BELLS. FOR IS BENDUSE3 STRAPS AS SHOWN. CNAILLPIPE D L\`�Y 114 BARS 12` ON CENTER FOR 12' BENDS 8 LARGER B ELEVATION PAINTALL EXPOSED STEEL VATH 2 COATS OF BITUMINOUS PAINT. mEaoeeo©© ®mm® =® am ®®®®®m0 CHART FOR UPPER VERTICAL BLOCKING SECTION NOTE: STANDAROBO•HOOKONEND OFANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS S eE Z cL- pANIwdIU i VWIPFEq mix �. 7NELOTMVLeMAO R . xEFA FREEOF. -E. nlcw.ufl ArvO Q RAFRIOVEOEOUN _ffAr UN 0' EFIRENYORAxfN CLUWIOOn[x¢elro I ` I .,,, EH.GMIIAND N`V¢BOLAwAYTRC R MTKe u. T. I �vALA>:m OM _ 1H¢OtRN. NI ®H j 1EUP11 I ISM-N. IF .. �. .• lr l..- reEP GNULe¢wwmDRr. PTHE KrDRANr IL K RIO E,E6HE QN IN IF TYPICAL FIRE HYDRANT ASSEMBLY _J` W 0 J_ I r N N T H Z LLI O U Z o m > O w 11 q EMPLOYEE PARKING (10)1 %xwAkIINi W4NOr Rad (i) Ibx vodklllata'SouNOm GmNamon (3) Awr z froo- WI 'A....d (3)Belula Ngm VluNfe (I co) PoNSUm Mmatum'Sha arld..W 056) PoNc11m vlryatum'ShawM..w (4) Plaines x owhfollg (4) B 18 Ngm 14wRge' (2) T ... B- dstichum (39) Iloo r (s) wmpa (2) Amal -him x'ANUmn ShcllamW (2)C— bRrIcea'ISantl' (2)JuNNI- vltgNimla (1) Bnlulo nigm'D=HIl r (3) Comas nadda'Appalachmn Spdng' (2) Junlpams virgmb tv1 (2)C -Is cenad mm (2) Bolula nigm'HgNMpb (5) J."Im ftlilh. RACQUET CLUB I \\ EMPLOYEE PARKIND LOT PLANT SCHEDULE AND CANOPY VALUES CANOPYCOVERAGEPROPOSED GSA. SYMBOL SCIENRFD NAME OTY. SEE ROOT CC COMMENTS CANOPY CALL. STIPLANT SF TOTAL SYMBOL SCIENTFIC NAME COMMON NAME COMMENTS SFIPUINT SFTOTAL TREEB —(3)c. li wnodomls W Amelonchlere.'AVtumn Brillanee Canada SeMeeLe 0 8d' sheet elum ,s dmen 170 000 • Cemis crnodensis IF- -RedWd 1 1.75' Z specimm 124 124 Cmtae us Mdds Winter Kln' Winter King HoOhom 4 YcN 0 .Nmat 184 7J0 ® lmiii s%miniana Eaftem III Cedar 7 "' single leader. Ni la gm1 IB 112 ®0��® Mir... g-M. L..drn PMnelme 4 2.5•col �► gin le lapder.s echnm 125] 5m2 T4xadum dMmim BAItlC r 3 2.5• gal r aln le leatler. ^.petMrn ]B 2J] - U UJ O LAWN CEASES TuRrype Tall Fescue Turlrype Tall F.- Wild. aem VA Tech recomm..did lIM.fi -Bba s..Lt OS.f.. IIb H11,01D f.t Broadcastandmke seed Into prcDamd loDSOB. COlerligltlly oiW gtaalY. Seed 11 dstulbed amas Wthkl P41eat IWIT nal gmenslse plggled, Aemle and m-4.11 areas vhere luting im(N 111111, ao drected. EX RACQUET CLUB .,.: }(3)Ibx bOkigem:NnW W. •... " -:..': vlrgaW' R by RWldm' .•' i . ..... .....i (91)Ponleum vlrgaNm'ShonondaaH ` ua ngte'otimlfbor ..:.: (B4)liax vaNeiuloeRad sprlto... ``. `. . �`. Tv,,VRdby jLibbom' (10)IlaxvaNeJMm vim Dally `, PROPOSED SQUASH CLUB EXPANSION r —F Lw Lz $1Pmdm yauw RtY_Rbbem' ASPHALT PARKING ( )J+a I vkp!nR y Ribbons' l22)P Iw Wigahun 'R6 bY , Ribbo T>o 0 w w° � b m —w w (10)P N Nrgahnn R by Rilabom' (721Po I viagaWm Ruby Wbba 4 ' � F -1163) �k lag N Sho Ixboh' - / - / ': Ixz)P Ncum vitg s. �`6958bFG Iv4tl Miz :i ... Ruby Rib '. Y \. / e: ., ':121 PIMfnx.ecmfdlai A Rtnw %aceilnll _ (2)ROlnuszocei Ilax wdid0ata'Red Spolo' oxvodkillaW'Jim w.dy1 . ......... . IX. GOLF COURSE / - Jr NOTES: MINIMUM STANDARD FOR SOIL PREPARATION TOPSOIL: 1) TOPSOILSHALLBENATURALLY OCLURIND, FERTILE. GRANULAR. FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS LARGERTHAN2' INDIAMET5RANDNC VCUSWEEDSORNEEGSEEDS. PREFERENCE SHNJ.EE GIVEN TO SOILS NATIVE TOTHESITE LOAM SOILS SHALL HAVE ACLAY CONTENT BETWEEN 15 AND27% AND SHAtLHAVEATFXTURE OFLOAM, SANDYLOAM ,ORSILTLOAM,ACCORDINGTOTHE USDA SOIL CLASSIFICATION SYSTEM. SOLpHSHALLRANGESEMrEN BAND]. SUBMR SOILSAMPLE AND COMPLETE SOILM&YSIS REPORTTOME LANDSCAPE MCHRECT FOR APPROVAL PRIOR TO INSTALLATION 2)TOPSOILMALL BE INSTALLED IN FRIABLE CONDMON INALL LANDSCAPEDAREASTOA MINIMUM DEPTH WT. SOILS SHPIL NOT EE WORKED WHEN WET. VERIFYREMIRMTOPSOILM MSWf ELANDSCMEMCHR M. PI.ANTELANDL: 3) THE LA NOSCAPECONTRACTORSRTOIN5NISHMLN. (REF RTOPI.MITFICATI NSE MATERIMMU ANDNOTE(l) BY THELMDSCMTE(4)TECTPRI THIS HEADING T(REFERTOSPECIFICANTRECCTION PND NOTE (i) ABOVEPLUS NOTE(4)TOUNCER THIS HEADING FOR TOPbOLANDAMENDMEMREWmEMENT3). 4) THETYPICALPLANTING SOIL MIXFW ONU ADE PLANTINGS IN CONTIWOUSPIANTWO BED (1401' INDIVIOIALPLUIVNG HOLES)SHALLCMSISTDFTHEFWL NOUNLESSOTHERWISEINDICATEDWTHEMAWNGS: BY VMUME: BD% TOPSOILASSPECIFIEDINNOTE(1) 20% FULLYCOMPOSTED ORGANIC MATTER FREE OFVIABLEWEED SEED, HEAVY METALS, ANDE(CESSNE LEVELS OF NUTRIENTS OR SALTS SLOW RELEASE COMMERCIALFERTILRER(S) AND MINERALS AS RECOMMENDED IN THE SOILANALYSIS REPORT 1 Lfl ACUTALNRRCGEN IN SLOW RELEASEFORMUTATIW PER 1,0DD SQUMEFEET UME AS RECOMMENDED IN SOILANALYSIS REPORT SITEPREPARATW: 5) INAREASSCHEWLEDFOTUWDSWe INSTALLATIMMERECIEARINGMDGRUBWNGWISNMBEEN COMPLETED, CR VMEREVEGEEATION HAS REESTABLISHED, THE CONTRACTIXt SHPJ1 CIEM AND GPUBALL WEEDS, DEAD RMR MATWTIAL, STUMPS, MDALLOMER M.MIALNOT NOTEDTOW SAVED. 6) VERIFYMATERI& MMREMOVEDWITHMEUWDSCAMMCHRECTFRIORMO CLFARINOMDGRUBBINO SOIL mEPARATON� ML RANTING REDS: NMERE SOILS ARE SUFFICIENT TO MEET THE DEFIN91M OFTOPSOL ESTABLISHED IN NOTE (1)- 7) CREATE V -0RCH BED EDGE TO A 05M OF W FOR ALL SEDS, UNLESS OTHERWISE NOTED. 8) ROTCTILLBED AREAS TOA MINIMUMDEPMOF B ". REMOVE OEHRIS GREATERTHMTIN DIAMETER. DONOTROTORLL WHEN SOILSARE V.£T. DO NOT ROTOTILL WITIA NTHE DRIP UNE CFANYTREE, D) SPREMTFULLYCOMPOS MORGMICMATTER (ASOEFINEDNOM(4))THDUW=O ER.N4TINGBW. EVENLYAPPLY S0I4AMENDMENTSASINDICATEDINNOTE( 4). INCORPORATEAMENDMEMbIMOTCPW WSOILBYROTOT NGAGAIN. 10)RAKE BED SMOOMATSPECIFIED GRADIENT(S), ASSURING POSR %rE DRAINAGETOTHE PERIMETER. AFTER PLANTING MPLY24'AGED, OW B.E•SHREDDED HARDWOOD MULCH FREE OFDYES, UNLESS OTHERWISE SPECIFIED. WHERE SUBSOILS AREPRESENT OR MERE SOILS ARE NOT SUFFICIENT 'TOMEETTHEDEFINMONOFTOPSOIL ESTABUSHEDINNOTE(i)- 11) V.MERE SOILSTO M PLANED DONOT MEETTHEOEFINBION CFTOPSOLOR AREOETERMWEDTO BE INADEQUATE FOR F GRONMBYTHELWDSCAPEMWiMa METOCWMUOTIONCOMPACTION , HIGH CLAYCONTENT, M POOR DRAINAGE, THECONTRACTOS SHALL E%CAVATE AREAS TO BE FLAN'l A MINIMUM DEPM OFS•BELONFINISH GRADEOFSOILAFTEREX CAVATION, ROTEBULREMAININGSOILTOAMWIMUM OEM CFW. RAKESMOOMANDSLOPE TOWARDBEDPERWETER. 12) MOW SOL MIX(AS SPECIFIED IN NOTE (4)) AND INCORPORATE IMOTOP4 "CF WLTIVATm E%ISTING b01LBY RMORLLWG. UGHRYCOMPACTSOIL AMADDMONALSOILMI XTOACHIEVEFINISHGRADE RAKETOACHIEVE SPECIFIED GRAMENT(S). 13) CREATE A V OUCH SEDEDGETOADEPTH OFT 14)RAKE SEDSMOCMATSPECIRED GRADIENT(S), ASSURING POSITIVE DRAINAGETOTHE PERIMETER. AFTER PLANTING M0.Y2SAGED, DOU6LE- SHREDDED HARDWOOD MULCH FREE OFOYES, UNLESS OMERWSE SPECIFIED. REMEDIATION CF COMPACTED SUBSOILS: 15) WHERE SUBSOILS MECOMPAMM TOALEVELTHAT WILL INHIWT ROOT GROMH OR INFILTRATION OF WATER THROUGHTHESOILMT ILE, ASDETERMINEDBYTHELANDSCAPEMCHIMUMDOEFINEDINNOTE (10),THE CONTRACTOR SHALLFRACTtIRE THE SOILSWITH ARIPPER OR SIMILAR DEVICETO A MINIMUM OEPM OF -,, @ 24 °O.C. BOIHWAYS. ALTERNATIVELY,SOILS MAY M UCOSENED SYDIGGINGMDNRNINGWITHAB4CKHOETOADEPMOF 18 '. ADDRLONALLY VMERE ACCESS IS LIMITED, SUNCIIUNG REMEDIATICN MY BE ACCOMPLISHED BYAUGERING r DIA HOLESTOA MINIMUM DEPTH OF IO' AT IT O.0 PND BACKFILLINO W TH UNAMMENDEDTOPSOIL IF COMPACTED SOLS ARE FWM TOREWLTMOM CW STRUCTION ACTNRIES, ALL SOLREMMIATION CONSULTATION MOOPERATIONS SHALL SE CONDUCTED ATTIRE NO ADDITIO iLOTPENSE TOTHE WEN. 16)LE UWCOMPACTIONSHALLBEDETERMINEDBYFIELDINSPECTIONMWMEREREMIRm ,BYAWAUFIMSOILS CONSULTANT. FOOT UMRING COMPACTION W U. BE DETERMINED BY MEASURING SOIL BULK f] ENSITYANDCOMPARING TO SO EUVOENSRIES GENERALLY ACCEFTEDTO BE ROOT LIMITING SPECIFICTOTHE SOIL'STEXTUREAS REFERENCED IN TREES IN THE URBAN LANDSCAPE TROWBRIDGEMDSASSUK, 2004 II II II II II II II II 11 II II II II II II II II 1 II II I II II 1 II II 1 II 11 I 11 I I IX.RENNI9 COWRTS I 11 11 I I I 11 I 1 1 -u I II IT 11 __ —I— I I I _II I _ 4 1 1 1 1 1 1 1 1 II II II 1 II II LL --L-4-J i JJ I I I I LL -1 -LJ II II II II II 11 II II II II 11 II II II II II TABLE At LANDSCAPE CANOPY CALCULATIONS. RACQUET CLUB CANOPYCOVERAGEPROPOSED GSA. SYMBOL SCIENRFD NAME COMMONNAME QTY. SEE ROOT O.C. COMMENTS SFIPUINT SFTOTAL 11.1 —(3)c. li wnodomls W W (I) Comes noddy Chomlma PMmas' (2)JUnlPaw vbglNane (3) Comes nodda'ApPoWANan SPhg' (2) Junlpoms vkgiviona Z Z _ (2)Amolanchlarx'AUtumn BtlName W W (2)Cc Js ceretlind. 0 0 2.636 SF Cansemeucn W, Q Q '(.j.I : "nom"' 0 ®0��® Z (2)Amol ... hi x'Ammlin BNllanca' �► 0 U) r - U UJ O -- —�� -- m EX RACQUET CLUB .,.: }(3)Ibx bOkigem:NnW W. •... " -:..': vlrgaW' R by RWldm' .•' i . ..... .....i (91)Ponleum vlrgaNm'ShonondaaH ` ua ngte'otimlfbor ..:.: (B4)liax vaNeiuloeRad sprlto... ``. `. . �`. Tv,,VRdby jLibbom' (10)IlaxvaNeJMm vim Dally `, PROPOSED SQUASH CLUB EXPANSION r —F Lw Lz $1Pmdm yauw RtY_Rbbem' ASPHALT PARKING ( )J+a I vkp!nR y Ribbons' l22)P Iw Wigahun 'R6 bY , Ribbo T>o 0 w w° � b m —w w (10)P N Nrgahnn R by Rilabom' (721Po I viagaWm Ruby Wbba 4 ' � F -1163) �k lag N Sho Ixboh' - / - / ': Ixz)P Ncum vitg s. �`6958bFG Iv4tl Miz :i ... Ruby Rib '. Y \. / e: ., ':121 PIMfnx.ecmfdlai A Rtnw %aceilnll _ (2)ROlnuszocei Ilax wdid0ata'Red Spolo' oxvodkillaW'Jim w.dy1 . ......... . IX. GOLF COURSE / - Jr NOTES: MINIMUM STANDARD FOR SOIL PREPARATION TOPSOIL: 1) TOPSOILSHALLBENATURALLY OCLURIND, FERTILE. GRANULAR. FRIABLE LOAM, FREE OF STONES OR OTHER DEBRIS LARGERTHAN2' INDIAMET5RANDNC VCUSWEEDSORNEEGSEEDS. PREFERENCE SHNJ.EE GIVEN TO SOILS NATIVE TOTHESITE LOAM SOILS SHALL HAVE ACLAY CONTENT BETWEEN 15 AND27% AND SHAtLHAVEATFXTURE OFLOAM, SANDYLOAM ,ORSILTLOAM,ACCORDINGTOTHE USDA SOIL CLASSIFICATION SYSTEM. SOLpHSHALLRANGESEMrEN BAND]. SUBMR SOILSAMPLE AND COMPLETE SOILM&YSIS REPORTTOME LANDSCAPE MCHRECT FOR APPROVAL PRIOR TO INSTALLATION 2)TOPSOILMALL BE INSTALLED IN FRIABLE CONDMON INALL LANDSCAPEDAREASTOA MINIMUM DEPTH WT. SOILS SHPIL NOT EE WORKED WHEN WET. VERIFYREMIRMTOPSOILM MSWf ELANDSCMEMCHR M. PI.ANTELANDL: 3) THE LA NOSCAPECONTRACTORSRTOIN5NISHMLN. (REF RTOPI.MITFICATI NSE MATERIMMU ANDNOTE(l) BY THELMDSCMTE(4)TECTPRI THIS HEADING T(REFERTOSPECIFICANTRECCTION PND NOTE (i) ABOVEPLUS NOTE(4)TOUNCER THIS HEADING FOR TOPbOLANDAMENDMEMREWmEMENT3). 4) THETYPICALPLANTING SOIL MIXFW ONU ADE PLANTINGS IN CONTIWOUSPIANTWO BED (1401' INDIVIOIALPLUIVNG HOLES)SHALLCMSISTDFTHEFWL NOUNLESSOTHERWISEINDICATEDWTHEMAWNGS: BY VMUME: BD% TOPSOILASSPECIFIEDINNOTE(1) 20% FULLYCOMPOSTED ORGANIC MATTER FREE OFVIABLEWEED SEED, HEAVY METALS, ANDE(CESSNE LEVELS OF NUTRIENTS OR SALTS SLOW RELEASE COMMERCIALFERTILRER(S) AND MINERALS AS RECOMMENDED IN THE SOILANALYSIS REPORT 1 Lfl ACUTALNRRCGEN IN SLOW RELEASEFORMUTATIW PER 1,0DD SQUMEFEET UME AS RECOMMENDED IN SOILANALYSIS REPORT SITEPREPARATW: 5) INAREASSCHEWLEDFOTUWDSWe INSTALLATIMMERECIEARINGMDGRUBWNGWISNMBEEN COMPLETED, CR VMEREVEGEEATION HAS REESTABLISHED, THE CONTRACTIXt SHPJ1 CIEM AND GPUBALL WEEDS, DEAD RMR MATWTIAL, STUMPS, MDALLOMER M.MIALNOT NOTEDTOW SAVED. 6) VERIFYMATERI& MMREMOVEDWITHMEUWDSCAMMCHRECTFRIORMO CLFARINOMDGRUBBINO SOIL mEPARATON� ML RANTING REDS: NMERE SOILS ARE SUFFICIENT TO MEET THE DEFIN91M OFTOPSOL ESTABLISHED IN NOTE (1)- 7) CREATE V -0RCH BED EDGE TO A 05M OF W FOR ALL SEDS, UNLESS OTHERWISE NOTED. 8) ROTCTILLBED AREAS TOA MINIMUMDEPMOF B ". REMOVE OEHRIS GREATERTHMTIN DIAMETER. DONOTROTORLL WHEN SOILSARE V.£T. DO NOT ROTOTILL WITIA NTHE DRIP UNE CFANYTREE, D) SPREMTFULLYCOMPOS MORGMICMATTER (ASOEFINEDNOM(4))THDUW=O ER.N4TINGBW. EVENLYAPPLY S0I4AMENDMENTSASINDICATEDINNOTE( 4). INCORPORATEAMENDMEMbIMOTCPW WSOILBYROTOT NGAGAIN. 10)RAKE BED SMOOMATSPECIFIED GRADIENT(S), ASSURING POSR %rE DRAINAGETOTHE PERIMETER. AFTER PLANTING MPLY24'AGED, OW B.E•SHREDDED HARDWOOD MULCH FREE OFDYES, UNLESS OTHERWISE SPECIFIED. WHERE SUBSOILS AREPRESENT OR MERE SOILS ARE NOT SUFFICIENT 'TOMEETTHEDEFINMONOFTOPSOIL ESTABUSHEDINNOTE(i)- 11) V.MERE SOILSTO M PLANED DONOT MEETTHEOEFINBION CFTOPSOLOR AREOETERMWEDTO BE INADEQUATE FOR F GRONMBYTHELWDSCAPEMWiMa METOCWMUOTIONCOMPACTION , HIGH CLAYCONTENT, M POOR DRAINAGE, THECONTRACTOS SHALL E%CAVATE AREAS TO BE FLAN'l A MINIMUM DEPM OFS•BELONFINISH GRADEOFSOILAFTEREX CAVATION, ROTEBULREMAININGSOILTOAMWIMUM OEM CFW. RAKESMOOMANDSLOPE TOWARDBEDPERWETER. 12) MOW SOL MIX(AS SPECIFIED IN NOTE (4)) AND INCORPORATE IMOTOP4 "CF WLTIVATm E%ISTING b01LBY RMORLLWG. UGHRYCOMPACTSOIL AMADDMONALSOILMI XTOACHIEVEFINISHGRADE RAKETOACHIEVE SPECIFIED GRAMENT(S). 13) CREATE A V OUCH SEDEDGETOADEPTH OFT 14)RAKE SEDSMOCMATSPECIRED GRADIENT(S), ASSURING POSITIVE DRAINAGETOTHE PERIMETER. AFTER PLANTING M0.Y2SAGED, DOU6LE- SHREDDED HARDWOOD MULCH FREE OFOYES, UNLESS OMERWSE SPECIFIED. REMEDIATION CF COMPACTED SUBSOILS: 15) WHERE SUBSOILS MECOMPAMM TOALEVELTHAT WILL INHIWT ROOT GROMH OR INFILTRATION OF WATER THROUGHTHESOILMT ILE, ASDETERMINEDBYTHELANDSCAPEMCHIMUMDOEFINEDINNOTE (10),THE CONTRACTOR SHALLFRACTtIRE THE SOILSWITH ARIPPER OR SIMILAR DEVICETO A MINIMUM OEPM OF -,, @ 24 °O.C. BOIHWAYS. ALTERNATIVELY,SOILS MAY M UCOSENED SYDIGGINGMDNRNINGWITHAB4CKHOETOADEPMOF 18 '. ADDRLONALLY VMERE ACCESS IS LIMITED, SUNCIIUNG REMEDIATICN MY BE ACCOMPLISHED BYAUGERING r DIA HOLESTOA MINIMUM DEPTH OF IO' AT IT O.0 PND BACKFILLINO W TH UNAMMENDEDTOPSOIL IF COMPACTED SOLS ARE FWM TOREWLTMOM CW STRUCTION ACTNRIES, ALL SOLREMMIATION CONSULTATION MOOPERATIONS SHALL SE CONDUCTED ATTIRE NO ADDITIO iLOTPENSE TOTHE WEN. 16)LE UWCOMPACTIONSHALLBEDETERMINEDBYFIELDINSPECTIONMWMEREREMIRm ,BYAWAUFIMSOILS CONSULTANT. FOOT UMRING COMPACTION W U. BE DETERMINED BY MEASURING SOIL BULK f] ENSITYANDCOMPARING TO SO EUVOENSRIES GENERALLY ACCEFTEDTO BE ROOT LIMITING SPECIFICTOTHE SOIL'STEXTUREAS REFERENCED IN TREES IN THE URBAN LANDSCAPE TROWBRIDGEMDSASSUK, 2004 II II II II II II II II 11 II II II II II II II II 1 II II I II II 1 II II 1 II 11 I 11 I I IX.RENNI9 COWRTS I 11 11 I I I 11 I 1 1 -u I II IT 11 __ —I— I I I _II I _ 4 1 1 1 1 1 1 1 1 II II II 1 II II LL --L-4-J i JJ I I I I LL -1 -LJ II II II II II 11 II II II II 11 II II II II II TABLE At LANDSCAPE CANOPY CALCULATIONS. RACQUET CLUB CANOPYCOVERAGEPROPOSED GSA. _.......... EXISTINGCANOPYTOEERETAINED ._._ ............. - _._ ......... ._...__.__.__ .._____.__...._... PROJECTAREA ...._._.___..._ 2.SAc _.._.. ............ .._ ........ _...___ ................ ..- T O TAL CANOPY COVERAGE REQUIRED ( 10%AREA ) 0.25 Ac TOTAL CANOPY COVERAGE PROVIDED 0.6Ac I Ilea Mt illa'Medal' B] wle Bigm'DUaBHeer 0 V) t c� C r N ZZ N r Q Z Z O I TY L.t Z X >' W ~ m Z) J O U U U W N� JN LL < 0 Q CL w co W m I J Z Z / G' W Co L.L. zzz 1U-- rn G r V Z 0 ZEL J ii EL C1 L z�-w fn _ 0 � Q O 0- m (3) Gataogus vhW s VtFnlosgtg' V V (1AT) PaNABI V E Itum'Sh...d.h' (7) Ilan MrgrAWMOrkr 1 11.1 —(3)c. li wnodomls W W (I) Comes noddy Chomlma PMmas' (2)JUnlPaw vbglNane (3) Comes nodda'ApPoWANan SPhg' (2) Junlpoms vkgiviona Z Z _ (2)Amolanchlarx'AUtumn BtlName W W (2)Cc Js ceretlind. 0 0 2.636 SF Cansemeucn W, Q Q (3) Jun*-vlghW. (3) Comes nadtla'Chomkaa PM-e Z Z (2)Amol ... hi x'Ammlin BNllanca' r 0 0 U) r - U UJ O 12 � TTTTTTTft• R 0' 16' 30' 60' 120' OF 13 REFER TOTREE STAKING DETAIL REFER TOMM OR SHRUB PLANTING PIT AND PW4TING BED DETAILS GENERALTREE OR SHRUS PLANTING NOTES: 1) SET FLAW RUMS 2) ALL PRUNING SHALL BE RESTRICTEDTOTHE REMOVALCF DEAD OR BROKEN BRANCHES AND SHALLBEPERFORMED ONLY UNDER THE SUPERVISION CF THE LANDSCAPE ARCHTECT CR PROJECTARBORIGT. 3) ALL PLANTS SHALLCONFORM TO MINIMUM STANDARDS SET FORTH IN THE MOSTCURRENT AMMON OFTHE AMERICAN STANDARD FOR NURSERY STOCK AODTIONALLY, PLANTS SHALLBE IN GOOD, VIGOROUS GROWING CWDM W, FREE OFUNECCESSARYINJURY. ROOTCOLLARSSHALLBEVISIBLEABOVETHE90ILLNECFTHEROOT U-TREESSHALL NOT—ST COMMINANTLEADERS, WITH THE EXCEPTION OF MULTI -STEM SPECIMENS AND CERTAIN DECURRENT SPECIES- SUB IECT TOAPPROVALOFTHELANDSCAPEARCHREa .. CCNTAINERGROATJPIANTSSHALLNCTBEROOT- BOUND. SUB- STPNDARDPLAWSSHALLSEREJECTED. 4) WRAPTF5M ONLY AS DIRECTED BYTHE LANDSCAPE ARCHITECT. 5) FOR SMOOTH BARK SPECIES, MARK THE NORTH SIDE IN THE NURSERY AND ALIGN THAT SIDETO NORTH IN THE FIELD. e)ROOTBAL. WRAPPEDINSYNTHETICBURLAP OR OTHER NON- BIDDEGRADASLE MATERIALSHALLBE REJECTED. T) VMOE BBB PLANTS ARE SPECIFIED. CONTAINER GROM PLANTS SHAU.NCTSE SUBSTIMED VATiOUT APPROVAL OF THELANDSCAPEARCHITECT. TREE OR SHRUB PLANTING, TYP. crox N.T.S. SETTOP CF ROOTBPLL SUGH .YABOVE FINISH GRAD THOROUFSOIL 4l THORW GR G 16-MIN,-TREES RODTBALL a G a n) O O e p R ROOTBALLSTOLOOSEN ROOTS, ENSURE CIRCILING HOOT S DO NOT V a 'CA v M1 yS h nXg,w ,�s, >`.T::YO eK ;jAej;y'� t R•�:' k .R3 �f'.�WLTIVATED SUBSOILAS SPECIFIED, NOTES (11) a (12) UNDER'SOIL PREPARATION SEE NOTE (15) UNDER SOILPREPARATION' NO ES: 1) REFER ID NOTESLINGERNGPLANTCUAE . SHRUBPLAWINOPT'FIND TREEAND SHRUB PLANING DETAES FOR WIDELNES REGPRDWGPLANT DUALITY, HANDLING, INSTALLATION. TREE OR SHRUB PLANTING IN BEDS ox N.T.S. 31I ROOTBALL WIDTH, MIN. A 16-MIN,-TREES RODTBALL a B "MIN.- SHRUBS WIDTH O V a .b E • F .ay.. � Y,ac O GENERALPIAN NGPRNOTES: A) ADD MULCH ON TCPOFTHE ROOTBALLAND PLANTING PT. BEGINNING ATNO MORETHAN 1' OEM NEARTRUNK AND TAPERINGTOA DEPTH OFWAT PLANTING PIT OMITS, THEN TAPER TOPROPOSED FINISHED GRADE KEEPMULCH CLEARCFROOTCOLLAR BI ROOTCOUAR SHALLBEEXPOSEDANDMMOFSOIL SETTOPOFROOMPL.SLIGHTLYABOVETHE SURROUNDINGGRAGE C) CREATEASLIGWMWNDTODIRECTWATERTOTHEROOTBALL B,C FILL PITTOLENTL OF FINISH GRACE EX CESSBACKRUSHALLBEREMOVEDOR, WHEREAPPROVEDBYTHELANDSCAPEARCHITECT ,SMR DTO SURROUNOWGAREA D) AFTER FINAL PLACEMENT, CUTAWAY WIRE SASKETTO A MIN. OF 4THE DEPTH OFTHE ROIMALL CUT' ANY REMAININO WIRE GRIDS AS INDICATED. CUT AWAY ANDREMOVE BURLAP, STRING, CR OTHER PACKAGING MATERIALS TO A MIN. OF JTHE DEPTHOFTHEROOTBALL SCARIFY CONTAINER GROWN PLPNTSTO LOOSEN ROOTS. E)TAPERSIDESCFPIT. SCARIFYTHOROUGHLYTO LOOSEN SOIL F) BACKFILL WITH ORIGINALSOILFROM THE PR EXCAVATION CULTIVATEDTO CLUMPS NOT EXCEEOING W DIA COMPACT BACKFILL LIGHTLY IN 6'UFTS TO REMOVE VOIDS LARGER THAN 1". INCORPORATE 1" EVENLY DISTRIBUTED, APPROVEDCOMPOSTIWOTHETOPe 'OFBACMF WRINGTHEFINALLIF.. GITAMP SOIL FIRAILYATTHE BASE OFTHE ROM—TO STABILIZE H) 3ETROOTBALL ON UNDISTURBED SOIL WHERE HARDPAN IS PRESENT, NOTIFY THE LANDSCAPE ARCHITECT PRICR TO PLANTING AND SCARIFY THE BOTTOM OFTHE RANTING PR SUFFICIEWTO BREAK THROUGH AND LOOSEN ALL HPROPAN MATERIAL A9 DIRECTED. IN ANY INSTANCE WHERE TREES ARETO BE PLANTED ON DISTURBED SOILS, SACKFILL WTH CULTNATED ORIGINAL SOILOR APPROVED MATERIAL AS DIRECTED AND COMPACTTOA LEVEL SUFFICIEWTO SUPPOWTHE WEIGHT OFTHE ROOTBALL 5N THE BACKFILL SOIL IS AT FIELD CAPACRY. SUPPLEMENTALTREE OR SHRUB PLANTING NOTES: 1) PRIOR TO FLAMING, THE CONRACTCR SMMNOTIFYTHE LNJOSCAPE ARCHTEMP FIELD CONDMONS ANDIOR SOIL CHARACTERISTICS ARE NOTCOMPATIBLE WITHTHESE PLANTING CHI IA OR WHERE CONDTIONS RAISE CONCERNS REGARDINGPLANTSURVNABILIIYOR WARRANTY. 2) THE CONTRACTOR SH L- NOTIFYTHE LANDSCAPEARCHTIECT OFANYFLPNT DAMAGE INCURRED WRING SHIPPING ORTHEPLANTING PROCESS, 3) WATER WOR W GHLY IMMEDIATE AFTER PAWING SUMCIEW TO SETTS PLANTING PT BACKFRL 4) PLANTINGSHALLBESUBJECTTOINSPEClI MDAPPROVALBYTHELANDSCAPEARCHITECT . THECONTRACTOR SHALLNOTIFYTHE LAN05CAPE ARCHTTECTNM LESSWM 24 HW RS PRIOR TOINSTALLATIW. PLANT INSTALLATIONS THAT OEVIATEFROMTHE9ECRITERIA SHALL BEREIECTED AND REPLACED AT THE CONTRACTOR'S EXPENSE UNLESS PRIOR APPROVAL IS GRANTED BYTHE LAND9CAPEARCHITEGT. GENMALSTAKING NOTES: 1)TREESSHALLBE STAKEDWLYM MINDICNTEDWSRECONDITIMSAN=RPLA WARAMR)MCS. THE THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CMDITIW STHAT NECESSTATE STAKING OR THAT COMPROMISE PLANT STABILTY, SURVIVABILITY, ANO'OR CONTRACTOR'S WARRANTY. UPON APPROVALOF THELANDSCAPEAIWC CT, NECESSARYSTAKNGSHNJ. BEINSTALLEDWTHECONTRACTORATNOAMMTUW COSTTOTHE CLIENT. TREE STPA(ING OPTIONS UPON APPROVALOFTHEUNDSCAPEARCHRECT , STAJ(INGSHALLBEINSTALLEDASFq CM: OMW A: VERTICAL STAKING- VERTICAL OAK STAKE5 TO W DRIVEN IN OUTSIDETHE LIMTS CF THE TREE PT. (2) STAKES ANDGUYSPERTREE SET STAKES AT 180- AROUNDTREE PIT. GUY VM%RBORTIE OR EWIVALENTMVEN STRAPPING DESIGN FOR TREE STPIGNG. ATTACHGUYMATERIN .INASUICKLOOPATTHETRUNKANDF L SLIGHTLY TAUTTOTHE STAHETO SECURE OPT W B GUY STAKING - (3)18' OPA(9TPXES AND GUYS PER TREE SET STAKES AT PN ANGLE IN UNDISTURBED SOILAT 12D-AF NDTHEMEE PT. ATTACH ARBORTIE OR EOUIVALEW GUY MATERIAL IN A SLACK LOOPATTHEMUNK AND PULL SLIGHILYTAUI 'TOTHE STAKE TO SECURE. INDIVIDUAL TREE OR SHRUB PLANTING PIT PLANTING ON SLOPE TREE STAKING cmx N.T.S. rnax N.T.9, coon N.T.S. 0 a -1 z `O^ vJ z Q X W m J v/ '� ry �/ Vl O J (L 1 z z W Wo Qz W V z Zg CL �- LLI Z a� J U) F- Z W 0 U W Lu W w r r \ N N r PIA NVN F_ F_ z D O U W J Q.' CQ G W m J Q Co J U O 0 Q W 0 m scale: V =30' 1 3 D 0' 15' 30' 60' 120'