HomeMy WebLinkAboutWPO201800016 Plan - Revision 2018-06-28NAD83
MARCH 2, 2018COUNTY OF ALBEMARLEWPO 201800016BIRDWOOD GOLF COURSEOWNER:UNIVERSITY OF VIRGINIA FOUNDATIONPO BOX 400218CHARLOTTESVILLE, VA 22904ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVENUE SUITE 200CHARLOTTESVILLE, VA 22902CONTACT: CRAIG KOTARSKI, P.E.TELEPHONE: 434-327-1688VICINITY MAPSCALE 1":5000'PROJECTSITEC000COVER SITE DATA:TAX MAP PARCELS: 75-63PARCEL AREA: 544 ACRESLIMITS OF DISTURBANCE: 161 ACRESZONING: R-1 RESIDENTIALPROPOSED USES: GOLF COURSE UTILITIES:ACSADRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHEDTOTAL: 32 SHEETSCHARLOTTESVILLECITYROUTE 29
SIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENTENGINEERINGJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\COVER.dwg | Plotted on 6/25/2018 2:48 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018INTERSTATE 64ROUTE 250Sheet List TableSheet NumberSheet TitleC000COVERC101ABBREVIATIONS, NOTES & LEGENDC201EXISTING CONDITIONSC300OVERALL SITE PLANC301SITE PLAN - HOLE 1 & 2C302SITE PLAN - HOLE 4 & 5C303SITE PLAN - HOLE 6 & 7C304SITE PLAN - HOLE 3, 8 & 9C305SITE PLAN - HOLE 10 & 14C306SITE PLAN - HOLE 13C307SITE PLAN - HOLE 12C308SITE PLAN - HOLE 15 & 18C309SITE PLAN - HOLE 16 & 17C310SITE PLAN - PRACTICE GROUNDSC311SITE PLAN - SHORT GAMEC401STORMWATER MANAGEMENT PRE-DEVELOPMENTC402STORMWATER MANAGEMENT TRANSITIONC403STORMWATER MANAGEMENT POST-DEVELOPMENTC404STORMWATER CALCULATIONSC405BMP DRAINAGE AREA MAPC406BMP NOTES AND SPECIFICATIONSC407BMP NOTES AND SPECIFICATIONSC408BMP MAINTENANCEC409STORMWATER VRRM SPREADSHEETC410STREAM BUFFER MITIGATION PLANC500EROSION & SEDIMENT CONTROL NARRATIVEC501EROSION & SEDIMENT CONTROL PLANC502EROSION & SEDIMENT CONTROL PLANC503EROSION & SEDIMENT CONTROL PLANC504EROSION & SEDIMENT CONTROL PLANC505EROSION & SEDIMENT CONTROL DETAILSC506EROSION & SEDIMENT CONTROL DETAILS
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\ABBREVIATIONS, NOTED, & LEGEND.dwg | Plotted on 6/25/2018 2:22 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018
C101ABBREVIATIONS, NOTES & LEGENDSITE INFORMATIONTHIS SITE PLAN PROPOSES THE REDEVELOPMENT OF BIRDWOODGOLF COURSE. THE SITE IS CURRENTLY FUNCTIONING AS ANACTIVE GOLF COURSE.SITE SURVEY INFORMATION1.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN ANAPPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED INDRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OFMARKED LINES, UTILITY MAPS PROVIDED BY UNIVERSITY OF VIRGINIAFOUNDATION AND BIRDWOOD GOLF COURSE FACILITY MANAGEMENT. NOUNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THECONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HISOR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALLUNDERGROUND UTILITIES.1.1.UTILITY OPERATORS:1.2.ALBEMARLE COUNTY SERVICE AUTHORITY1.3.CENTURYLINK INC.1.4.DOMINION VIRGINIA POWER1.5.RIVANNA WATER & SEWER AUTHORITY1.6.UVS-COMMUNICATIONS1.7.COMCAST1.8.CITY OF CHARLOTTESVILLE1.9.LUMOS NETWORKS, INC.1.10.SIDERA NETWORKS, LLCMISS UTILITY CONTACT INFORMATION:TELEPHONE: 1-800-552-7001TICKET #: B504300808, B504300925, AND B5043009452.THIS PROPERTY LIES WITHIN FLOOD ZONE "X", AREAS OUTSIDE OF THE 100 YEARFLOOD PLAIN, AS DETERMINED BY FEMA AND SHOWN ON THE FLOOD INSURANCERATE MAP, COMMUNITY 510006, PANEL NUMBER 0266D WITH AN EFFECTIVE DATEOF FEBRUARY 4, 2005.3.ONLY THE AREAS WITHIN THE "SURVEY LIMITS" SHOWN HEREON WERE SURVEYEDBY KIRK HUGHES AND ASSOCIATES. THE TOPOGRAPHIC AND PLANIMETRICINFORMATION OUTSIDE OF THESE LIMITS WAS SURVEYED BY OTHERS ANDPROVIDED TO US BY THE UNIVERSITY OF VIRGINIA FOUNDATION.4.THIS TOPOGRAPHIC SURVEYS WERE COMPLETED UNDER THE DIRECT ANDRESPONSIBLE CHARGE OF KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEYMADE UNDER HIS SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ONSTARTING IN MARCH 2011 THRU APRIL 2017; AND THAT THIS PLAT, MAP OR DIGITALGEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACYSTANDARDS UNLESS OTHERWISE NOTED.5.VERTICAL DATUM: NAVD 885.1.BENCH MARK ASC-5035.2.REBAR W/ ALUMINUM CAP5.3.STAMPED "ASC-503"5.4.EL.=579.22' (NAVD 88)5.5.BENCH MARK ASC-5045.6.REBAR W/ ALUMINUM CAP5.7.STAMPED "ASC-503"5.8.EL.=573.12' (NAVD 88)6.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLEREPORT AND MAY NOT INDICATE ALL ENCUMBRANCES UPON THE REALPROPERTIES SHOWN HEREON. THIS SURVEYOR PERFORMED MINIMUM FIELDBOUNDARY SURVEYS OF THE PARCEL LINES, AND THE LOCATIONS WERECOMPILED WITH THE AID OF RECORDED AND UNRECORDED SURVEYS ANDDESCRIPTIONS OF THE SUBJECT PROPERTY. ADJOINING PROPERTIES WERE NOTRESEARCHED. ALL ACREAGES SHOWN ON THIS PLAT ARE BASED ON THE RECORDDOCUMENTS. A FIELD BOUNDARY SURVEY SHOULD BE PERFORMED TOACCURATELY ILLUSTRATE THE LOCATION OF BOUNDARY LINES AND APPROPRIATEACREAGE.ALBEMARLE COUNTY ENGINEERING GENERALCONSTRUCTION NOTES1.PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLICRIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTINGROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIADEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN ASDRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTSOF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THEREQUIREMENTS OF THE PERMIT SHALL GOVERN.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALLCONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OFVDOT.3.EROSION AND SILTATION CONTROL MEASURES SHALL BEPROVIDED IN ACCORDANCE WITH THE APPROVED EROSIONCONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANYCLEARING, GRADING OR OTHER CONSTRUCTION.4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED.5.WHERE REASONABLY OBTAINABLE, SLOPES OF 3:1 OR BETTERARE TO BE ACHIEVED. STEEPER SLOPES WILL REQUIREGEOTECHNICAL INVESTIGATION.6.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BEREQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TOSTABILIZE A DRAINAGE CHANNEL.7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THEVIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.8.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATIONMUST COMPLY WITH OSHA STANDARDS FOR THECONSTRUCTION INDUSTRY (29 CFR PART 1926).ALBEMARLE COUNTY STORMWATERMANAGEMENT NOTES1.ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OFMAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURECONTENT. ALL FILL MATERIAL TO BE APPROVED BY AGEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TOBE PRESENT DURING CONSTRUCTION OF DAMS.2.PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHINSTORMWATER MANAGEMENT FACILITIES.3.FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TOBE CONVERTED TO PERMANENT STORMWATER MANAGEMENTFACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THESITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINEDFROM THE COUNTY EROSION CONTROL INSPECTOR.BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.GENERAL NOTES1.THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THEINFLUENCE AREA OF THE PROPOSED DEVELOPMENT.2.THIS PLAN COMPLIES FULLY WITH THE AMENDED CHESAPEAKEBAY PRESERVATION ORDINANCE PER THE JULY 7, 2003 BOARDPOLICY FOR THE TREATMENT OF APPROVED AND PENDINGPLANS OF DEVELOPMENT, WITH AN EFFECTIVE DATE OFNOVEMBER 18, 2003 AND WITH REVISIONS ADOPTED BY THEBOARD WITH AN EFFECTIVE DATE OF JULY 12, 2005.3.PROOF OF VSMP PERMIT MUST BE SUBMITTED TOOWNER/DEVELOPER PRIOR TO APPROVAL OF CONSTRUCTIONPLANS AND/OR GRADING PLANS.4.SOILS INFORMATION SHOWN HEREON IS PROVIDED BY WEBSOILD SURVEY INFORMATION, NO GEOTECHNICAL REPORT HASBEEN PREPARED.5.SEDIMENT & EROSION CONTROL WILL BE PROVIDED INACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK.6.THE PROPERTY CONTAINS NO KNOWN HAZARDOUS OR TOXICSUBSTANCES AS SET FORTH IN THE TITLE 40, CODE OFFEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 OR INVIRGINIA DEPARTMENT OF WASTE MANAGEMENTREGULATIONS.7.AS PER VIRGINIA DEPARTMENT OF CONSERVATION ANDRECREATION MAP TITLED "GENERAL LOCATION AREAS OFNATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL ORSTATE THREATENED OR ENDANGERED SPECIES.8.THERE ARE NO KNOWN HISTORIC ARCHITECTURE ORARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY.9.THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT, ORSTRUCTURES MARKING BURIAL PLACES AS DETERMINED BYVISUAL INSPECTION.CONSTRUCTION NOTESALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESTANDARDS SET FORTH IN THE LATEST VERSION OF THE VIRGINIASTORM WATER MANAGEMENT HANDBOOK, VIRGINIA DEPARTMENTOF TRANSPORTATION ROAD AND BRIDGE STANDARDS,CHESTERFIELD COUNTY DESIGN MANUALS, AND PROJECTSPECIFICATIONS.1.THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING(ON-SITE) AND REFERENCING DETAIL MANUALS FOR THEABOVE LISTED AGENCIES. THE CONTRACTOR SHALL NOTIFYTHE CIVIL ENGINEER PRIOR TO CONSTRUCTION IF CONFLICTSOR DISCREPANCIES ARISE BETWEEN THE APPROVED CDs ANDAGENCY DETAILS AND MANUALS.2.THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON AREBASED UPON AVAILABLE INFORMATION. THE CONTRACTORSHALL BE RESPONSIBLE FOR DETERMINING THE EXACTLOCATION OF ALL UTILITIES BEFORE COMMENCING WORKAND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TOLOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IFDURING CONSTRUCTION OPERATIONS THE CONTRACTORSHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSESHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THEENGINEER AND TAKE NECESSARY AND PROPER STEPS TOPROTECT THE FACILITY AND ASSURE THE CONTINUANCE OFSERVICE.3.CALL "MISS UTILITY" 48 HOURS PRIOR TO THE START OFEXCAVATION. VERIFY LOCATION AND ELEVATION OF ALLUNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIORTO STARTING WORK. CONTACT THE ENGINEER IMMEDIATELYIF LOCATION OR ELEVATION IS DIFFERENT FROM THATINDICATED. IF THERE APPEARS TO BE A CONFLICT, AND UPONDISCOVERY OF ANY UTILITY NOT INDICATED, CALL "MISSUTILITY" AT 1-800-552-7001 (TOLL FREE).4.ACQUIRE ANY AND ALL NECESSARY CONSTRUCTION PERMITSREQUIRED TO COMPLETE THE SITE WORK AND FURNISHCOPIES TO THE OWNER. ANY WORK DONE WITHIN THE VDOTRIGHT-OF-WAY REQUIRES A VDOT PERMIT.5.ALL WORK SHALL BE SUBJECT TO INSPECTION. NOTIFY THECHIEF INSPECTOR 48 HOURS PRIOR TO START OF WORK.6.REFER TO ARCHITECTURAL / ELECTRICAL DRAWINGS FORROUTING OF UNDERGROUND WIRING FOR SITE LIGHTING.7.DRAIN ALL DISTURBED AREAS TO APPROVED SEDIMENTCONTROL MEASURES AT ALL TIMES DURING LANDDISTURBING ACTIVITIES AND DURING SITE DEVELOPMENTUNTIL FINAL STABILIZATION IS ACHIEVED.8.ALL RETAINING WALLS AND VERTICAL DROPS 30" AND HIGHERSHALL HAVE 42" SAFETY RAILING.9.BURNING OF CONSTRUCTION OR DEMOLITION MATERIALS ISNOT PERMITTED ON SITE.9.1.PERMISSIBLE OPEN BURNING OF LEAVES AND TREE,GARDEN TRIMMINGS LOCATED ON THE PREMISES OFPRIVATE PROPERTY IS SUBJECT TO COUNTY CODE,CHAPTER 5 - FIRE PROTECTION.10.THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVETHE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL,STATE AND FEDERAL REQUIREMENTS, STANDARDS, ANDSPECIFICATIONS.11.ALL TEST PITS SHALL BE PERFORMED 10 DAYS PRIOR TOCONSTRUCTION AND ANY DISCREPANCY IN THE RESULTSFORWARDED TO THE ENGINEER FOR A REDESIGN. SUCH REDESIGNS ARE SUBJECT TO OWNER APPROVAL.12.WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECTOF AN UNUSUAL NATURE IS ENCOUNTERED, THECONTRACTOR SHALL CEASE WORK IN THAT AREA ANDIMMEDIATELY NOTIFY THE PROPER AUTHORITY, THE OWNER,ARCHITECT, OR ENGINEER.13.ALL RETAINING WALLS 3' AND GREATER IN HEIGHT REQUIRE ASEPARATE BUILDING PERMIT.14.ALL STEPS WITH THREE OR MORE RISERS SHALL HAVE HANDRAILS.15.ALL ADA ACCESSIBILITY IMPROVEMENTS PROPOSED/SHOWNON THIS PLAN, INCLUDING BUT NOT LIMITED TO PARKINGSPACES, AISLES, ROUTES, AND SLOPES, COMPLY WITH THE2010 ASA STANDARDS FOR ACCESSIBLE DESIGN AND THE 2012USBC.16.ALL FILL, BASE AND SUBBASE MATERIAL SHALL BECOMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY ASDETERMINED BY AASHTO T-99 METHOD A WITHIN PLUS ORMINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OFANY DEDICATED RIGHT-OF-WAY.17.SIDEWALKS AND TRAILS SHALL BE CONSTRUCTED ON ASUBGRADE COMPACTED TO 95% DENSITY AT OPTIMUMMOISTURE CONTENT (AASHTO T-99).18.SOIL TESTS (CBR TEST PER VTM8) OF SUBGRADE MUST BESUBMITTED FOR ACTUAL DETERMINATION OF SUBBASETHICKNESS PRIOR TO CONSTRUCTION.19.ALL FILL SOILS UNDER EXPANDED PAVED AREAS OF ANYDEDICATED RIGHT-OF-WAY AND ALL PARKING LOTS; PRIVATESTREETS; PARKING BAYS; CURB AND GUTTER; ANDSIDEWALKS ADJACENT TO STREETS AND PARKING LOTS (NOTINTENDED TO INCLUDE LEADWALKS), SHALL BE COMPACTEDPER GEOTECHNICAL REQUIREMENTS. REFER TOGEOTECHNICAL REPORT AND REQUIREMENTS FOR MOREINFORMATION.20.PROPOSED SIDEWALKS MUST BE CONSTRUCTED WITH UD3UNDERDRAINS WHEN LONGITUDINAL GRADES ARE 3% ORGREATER UNLESS SOIL TEST CONFIRM THAT THEY ARE NOTNEEDED IN ACCORDANCE WITH THE REQUIREMENTS OF THEVIRGINIA DEPARTMENT OF TRANSPORTATION (APPLIES TOALL PUBLIC AND PRIVATE SIDEWALKS).21.CONTROLLED FILLS:A.CONTROLLED COMPACTION SHALL OCCUR IN ALL FILLSECTIONS FOR PAVEMENTS, TRENCHES FOR UTILITIES,AND IN ANY AREA DESIGNATED ON THE DRAWINGS.B.CONTROLLED FILLS MUST BE COMPACTED TO 95%DENSITY AS DETERMINED BY METHODS AS PERSTANDARD PROCTOR AASHTO-T99 OR ASTM-D698.DENSITY MUST BE VERIFIED BY A QUALIFIED SOILSENGINEER PRIOR TO FOOTING CONSTRUCTION.C.CONTROLLED FILLS SHALL BE COMPACTED IN EIGHT (8)INCH LIFTS (LOOSE THICKNESS) TO THE SPECIFIEDDENSITY. BEGINNING FROM THE EXISTING GROUNDSURFACE. UNLESS OTHERWISE APPROVED IN WRITINGBY A QUALIFIED SOILS ENGINEER.D.THE SURFACE AREA DIRECTLY BENEATH AREAS TORECEIVE CONTROLLED FILLS OF LESS THAN FIVE (5)FEET IS TO BE DENUDED OF ALL VEGETATION ANDSCARIFIED AND COMPACTED TO A DEPTH OF SIX (6)INCHES TO THE SAME DENSITY AS THE CONTROLLEDFILL TO BE PLACED THEREON.ABBREVIATIONSAAAREA / ARCAASHTOAMERICAN ASSOCIATION OF STATEHIGHWAY AND TRANSPORTATION OFFICIALSACACREACIAMERICAN CONCRETE INSTITUTEADAAMERICANS WITH DISABILITIESASSOCIATIONANSIAMERICAN NATIONAL STANDARDSINSTITUTEARCHARCHITECT / ARCHITECTURALASTMAMERICAN SOCIETY FOR TESTING ANDMATERIALSBBOTBOTTOMBCBACK OF CURBBLDGBUILDINGBMBENCH MARKBOVBLOW OFF VALVEBSMTBASEMENTBWBOTTOM OF WALLCCHYDROLOGIC COEFFICIENTCATVCABLE TELEVISIONCBCATCH BASINCCCENTER TO CENTERCFCUBIC FEETCFS (Q)CUBIC FEET PER SECONDCG-#CURB AND GUTTER - VDOT STD. DETAILNUMBERCIPCAST IRON PIPECLCENTERLINECMPCORRUGATED METAL PIPECNHYDROLOGIC CURVE NUMBERCONCCONCRETECOCLEAN OUTCONT.CONTINUATIONCTCOURTCYCUBIC YARDSDDADRAINAGE AREADBDEED BOOKDEQDEPARTMENT OF ENVIRONMENTALQUALITYDIDROP INLETDIMDIMENSIONDIPDUCTILE IRON PIPEDNDOWNDRDRIVEDWGDRAWINGΔDELTAEeRATE OF SUPERELEVATION FT/FTEAEACHEBLEAST BOUND LANEELECELECTRICALEPEDGE OF PAVEMENTESCEROSION AND SEDIMENT CONTROLESEND SECTIONESMTEASEMENTEWEND WALLEX EXISTINGFFARFLOOR AREA RATIOFC, FOCFACE OF CURBFDCFIRE DEPARTMENTCONNECTION (SIAMESE)FFFIRST FLOOR / FINISHED FLOORFFEFINISHED FLOOR ELEVATIONFGFINAL GRADEFH, FHAFIRE HYDRANT, APPARATUSFOCFACE OF CURBFOYFOYERFPFLOODPLAINFPSFEET PER SECONDFTFEETGGGASGFAGROSS FLOOR AREAGRGUARD RAILHHCHANDICAPPED (ADA)HGLHYDRAULIC GRADE LINEHPHIGH POINTHRHANDRAILHTHEIGHTHVACHEATING VENTILATION AND AIR CONDITIONINGIIINTENSITY (IN/HR)IDINSIDE DIAMTERININCHINVINVERTIP, F, SIRON PIPE, FOUND, SETJJBJUNCTION BOXKKSIGHT DISTANCE COEFFICIENTLLATLATERALLLLOWER LEVELLCGLIMITS OF CLEARING AND GRADINGMMECHMECHANICALMEDMECHANICAL/ELEC/PLUMBINGMHMANHOLEMIMILEMINMINIMUMMAXMAXIMUMNNBLNORTHBOUND LANENFANET FLOOR AREANO, #NUMBERNTSNOT TO SCALEOOCON CENTERODOUTSIDE DIAMETEROHOVERHEADPPPERIMETERPCPOINT OF CURVATUREPCCPOINT OF COMPOUND CURVEPGPAGEPGLPROPOSED GRADE LINEPIPOINT OF INTERSECTIONPLPROPERTY LINEPMFPROBABLE MAXIMUM FLOODPRCPOINT OF REVERSE CURVEPVIPOINT OF VERTICAL INTERSECTIONPVMTPAVEMENTP&PPLAN AND PROFILEPSIPOUNDS PER SQUARE INCHQQAMOUNT OF RUNOFF (CFS)RRRADIUSRCPREINFORCED CONCRETE PIPERDROADRESTR.RESTRAINED (VALVE)REVREVISIONRRRAILRAODRTE, RTROUTER/WRIGHT OF WAYSSANSANITARYSBLSOUTHBOUND LANESDSIGHT DISTANCESEWSEWERSFSQUARE FEETSHTSHEETSPSITE PLANSPECSPECIFICAIOTNSTASTATIONSTDSTANDARDSTRMSTORMS/WSIDEWALKSxCROSS SLOPETTTANGENTTBTEST BORETBRTO BE REMOVEDTCTOP OF CURBTELTELEPHONETPTEST PITTWTOP OF WALLTYP.TYPICALUUDUNDER DRAINUGUNDERGROUNDVVVELOCITY (FPS)VDOTVIRGINIA DEPARTMENT OFTRANSPORTATIONVFVERTICAL FOOTVRRMVIRGINIA RUNOFF REDUCTION METHODWW/MWATER MAINW/LWATER LINEWBLWESTBOUND LANEWSELWATER SURFACE ELEVATIONXX-INGCROSSING (UTILITY)YYRYEARZZSIDE SLOPEPROPOSEDEXISTINGPOST/BOLLARDSIGNBUMPER BLOCKSATELLITE DISHTRAFFIC CONTROL BOXUNKNOWN MANHOLESTORM SEWERSTORM DRAIN MANHOLECATCH BASINCATCH BASIN WITH DOME GRATETRENCH DRAINSANITARY SEWERSANITARY SEWER MANHOLEWATER LINEWATER MANHOLEWATER VALVEWATER LINE MARKERFIRE HYDRANTMONITORING WELLGAS LINEGAS METERGAS VENTGAS MARKERUNDERGROUND TELECOMTELEPHONE/COMMUNICATIONS MANHOLETELEPHONE PEDESTALCOMMUNICATIONS VAULTUNDERGROUND POWERELECTRIC MANHOLEELECTRIC PULLBOXELECTRIC METERUTILITY POLEDECIDUOUS TREECONIFEROUS TREEBUSHGUARDRAILFENCEMAJOR CONTOURMINOR CONTOURSOIL BORINGSURVEY CONTROL MONUMENTSURVEY CONTROL POINTWATERGASUNDERGROUND TELECOMUNDERGROUND POWERCATCH BASINSTORM DRAINSANITARY SEWERFIRE HYDRANTSANITARY CLEAN OUTWATER METERWATER VALVEGAS VALVEBOLLARDLIMITS OF DISTURBANCETCUDSANSWWGUGTTTUGPEXWGUGPSXXXXXXUGTFENCEMAJOR CONTOURMINOR CONTOURXXXXXXXXFDCSTREET SIGNE1A1BDRAINAGE FLOW PATHSPOT ELEVATIONSTATIONED ALIGNMENTTEST PITSITE LIGHTLEGENDMANAGED SLOPEPRESERVED SLOPECOUNTY STEEP SLOPES OVERLAYSTREAM BUFFER(WATER PROTECTION ORDINANCE) 100' DISTANCE 50' DISTANCECRITICAL AREASTHE PROJECT LIMITS ARE SUBJECT TO CRITICAL AREAS1.STREAM BUFFERS EXIST AS DEPICTED ON THE SHEETS, ANDNEW STREAM BUFFERS ARE ESTABLISHED BASED ON FIELDDETERMINATION OF PERENNIAL STREAMS.2.PROPOSED DEVELOPMENT WITHIN EXISTING AND NEWLYESTABLISHED STREAM BUFFERS ARE LIMITED TOREDEVELOPMENT OF GOLF COURSE. NEW DEVELOPMENT OFGOLF COURSE IS PROPOSED WITHIN THE LANDWARD FIRST 50FEET OF NEWLY ESTABLISHED STREAM BUFFERS.3.STREAM BUFFER MITIGATION IS PROPOSED WITHIN THE SITE,AND WILL BE USED FOR STORMWATER QUALITY CREDIT(FOREST CONDITIONS).4.MITIGATION WORK INCLUDES REMOVAL OF INVASIVE ANDNON-NATIVE SPECIES. THE WORK WITHIN MITIGATION AREAS ISLIMITED TO MITIGATION WORK, AND SHALL NOT BE USED FORSTAGING, STORAGE, STOCKPILE, OR OTHER CONSTRUCTIONACTIVITIES.5.WETLANDS EXIST ONSITE. WETLAND IMPACTS MUST BEPERMITTED.6.THE LARGE PONDS LOCATED ONSITE ARE UNDER DCR DAMSAFETY REGULATIONS (#00344 AND #00346). MODIFICATIONSTO THE POND INFRASTRUCTURE REQUIRES A SEPARATEPERMIT.MITIGATION AREASWETLANDSNO DISTURBANCE WORK AREA
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EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)FUTURE CONNECTOR ROADLIMITS OF WORKLIMITS OF WORKC201EXISTING CONDITIONSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\EXISTING CONDITIONS.dwg | Plotted on 6/25/2018 2:23 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83EXISTING CONDITIONS NOTES:1.THIS SHEET IS PROVIDED TO DEPICT EXISTINGCONDITIONS.2.THE LIMITS OF SURVEY WORK FOR THIS PROJECTINCLUDE ALL EXISTING INFORMATION SHOWN ON THISSHEET. SURVEY INFORMATION DEPICTED BEYOND THELIMITS SHOWN (AS SHOWN ON SHEETS C401-C403) ISDERIVED FROM COUNTY GIS DATA.3.THE SITE CURRENTLY EXISTS AS AN ACTIVE GOLFCOURSE, WITH SUPPORT FACILITIES. THE PROPOSEDUSE IS THE REDEVELOPMENT OF THE GOLF COURSE.4.NO DEMOLITION CAN BEGIN UNTIL E&S CONTROLS HAVEBEEN INSTALLED.IVY ROAD - U.S. RTE. 250GOLF COURSE DR. (PRIVATE)PROPERTY LINEPROPERTY LINEPROPERTY LINE (R/W)LIMITS OF WORKLIMITS OF WORKLIMITS OF WORK
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6
5
EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)FUTURE CONNECTOR ROADLIMITS OF WORKLIMITS OF WORKC300OVERALL SITE PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\OVERALL SITE PLAN.dwg | Plotted on 6/25/2018 2:23 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83OVERALL PLAN NOTES:1.THIS SHEET IS PROVIDED TO DEPICT AN OVERALL PLANSHEET FOR THE PROPOSED WORK.2.REFER TO SITE PLAN AND EROSION AND SEDIMENTCONTROL PLAN SHEETS FOR ADDITIONAL INFORMATION.IVY ROAD - U.S. RTE. 250GOLF COURSE DR. (PRIVATE)PROPERTY LINEPROPERTY LINEPROPERTY LINE (R/W)LIMITS OF WORKLIMITS OF WORKLIMITS OF WORK
5205255305355405105155205255305055
1
0
515520535
540
545550
555
560535540545NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)C301SITE PLAN - HOLE 1 & 2JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:24 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
C302SITE PLAN - HOLE 4 & 5JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:24 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
560C303SITE PLAN - HOLE 6 & 7JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:24 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
5055
1
0
515520NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)C304SITE PLAN - HOLE 3, 8 & 9JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:24 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
510515520525530535540545550530535
540
545550
555
560535540545550550550550C305SITE PLAN - HOLE 10 & 14JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
510515520525530535540490495
500EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)C306SITE PLAN - HOLE 13JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
510515520525530490495
C307SITE PLAN - HOLE 12JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
C308SITE PLAN - HOLE 15 & 18JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
C309SITE PLAN - HOLE 16 & 17JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
C310SITE PLAN - PRACTICE GROUNDSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.
C311SITE PLAN - SHORT GAMEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 6/25/2018 2:26 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018SCALE 1"=50'100'50'0NAD 83SITE PLAN NOTES:1.THIS SHEET DEPICTS THE PROPOSED GOLF COURSECONDITIONS. REFER TO E&S SHEETS C500 - C507 FORE&S CONTROLS.2.MODERATE GRADING IS ANTICIPATED WITH THEREDEVELOPMENT OF THE GOLF COURSE.3.GRADE CHANGES ARE NOT INTENDED TO MODIFYMAJOR DRAINAGE DIVIDES, AS DEPICTED ON SHEETC401.4.REFER TO GOLF COURSE ARCHITECTURE PLANS FORDRAINAGE AND IRRIGATION SYSTEMS FOR THEPROPOSED GOLF COURSE.5.REFER TO ARCHITECTURE PLANS FOR DETAILS ON CARTPATH, CART PATH BRIDGES, AND GOLF COURSEINFRASTRUCTURE.6.SUPPORT FACILITIES FOR THE GOLF COURSE AREPROPOSED WITHIN THE LIMITS OF WORK, INCLUDINGPUMP STATIONS FOR IRRIGATION AND RESTROOMFACILITIES AND AN EXTENTION OF A MAINTENANCEBUILDING.7.THE SCOPE OF WORK WITHIN THE PROPOSED PROJECTLIMITS INCLUDES CLEARING OF EXISTING VEGETATION.8.SOME AREAS OF THE PROJECT SITE WILL BECONVERTED FROM GOLF COURSE TO BRUSH - WORKWITHIN THESE AREAS IS NOT ANTICIPATED TO REQUIRELAND DISTURBANCE.9.THE EXISTING ONSITE PONDS REQUIRE A CONDITIONASSESSMENT FOR MAINTENANCE. DRAINING OF THEPONDS AND DAM REPAIR IS ANTICIPATED.10.REFER TO SHEET C402 FOR SCOPE OF WORKASSOCIATED WITH LAND COVER CHANGES ANDDIFFERENTIATION BETWEEN DEMOLISHED, REPAIREDAND PROPOSED CART PATH.THE SHORT COURSE AREA IS SUBJECT TO SUP APPROVALTHIS SCOPE OF WORK IS NOT PERMITTED UNDER THIS PLANAND SHOWN FOR REFERENCE ONLY
EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)2H*-P22G*-P16374B*3C*-P458*****1OUTFALL2OUTFALL3OUTFALL4OUTFALL5OUTFALL3D*-PFOREST 17.4 ACBRUSH27.0 ACTURF59.5 ACPOND 5.5 ACIMP 1.0 ACTOTAL110.4 ACFOREST 32 ACBRUSH 6 ACTURF______ 4 ACTOTAL42 ACFOREST 230.5 ACBRUSH 42.0 ACTURF 27.5 ACPOND 5.5 ACIMP 4.5 ACTOTAL310.0 ACFOREST 2.5 ACTURF1.7 ACIMP0.3 ACTOTAL4.5 ACFOREST 4.0 ACBRUSH 4.0 ACTURF16.5 ACIMP 0.5 ACTOTAL25.0 ACFOREST 3.5 ACTURF25.5 ACPOND 2.0 ACIMP 1.0 ACTOTAL32.0 ACFOREST 4.5 ACTURF60.0 ACPOND 0.5 ACIMP 1.0 ACTOTAL66.0 ACFOREST 0.3 ACTURF0.3 ACTOTAL0.6 AC2H*-P1-3 ACRE LOTS139 AC2G*-P1-3 ACRE LOT74 AC2C*-PFOREST3 AC4B*1-3 ACRE LOTS20 AC3C*-P1-3 ACRE LOTS16 AC5D*-P1-3 ACRE LOTS6.5 AC5C*1-3 ACRE LOTS4.5 AC5E-P*TURF0.5 AC3D*-P1-3 ACRE LOTS& BOARS HEAD103 AC4B*TURF0.5 ACPOND 2POND 3MOREY CREEKMOREY CREEKLIMITS OF WORKLIMITS OF WORKSOIL TYPE:WSOIL TYPE:19BSOIL TYPE:36BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:14BSOIL TYPE:96BSOIL TYPE:37C3SOIL TYPE:36BSOIL TYPE:56BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:36CSOIL TYPE:66DSOIL TYPE:5BSOIL TYPE:77SOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:36CSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:19C3SOIL TYPE:20B3SOIL TYPE:4DSOIL TYPE:4DSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:20C3SOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:77SOIL TYPE:4DSOIL TYPE:19BSOIL TYPE:14BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:19DSOIL TYPE:20C3SOIL TYPE:19DSOIL TYPE:76SOIL TYPE:77SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:25BSOIL TYPE:14DSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:WSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:14DSOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:14DSOIL TYPE:14CSOIL TYPE:36DSOIL TYPE:77SOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:4DSOIL TYPE:56BSOIL TYPE:14CSOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:19CSOIL TYPE:19DSOIL TYPE:15ESOIL TYPE:81CSOIL TYPE:26C3SOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:25CSOIL TYPE:14CSOIL TYPE:WPOND 5C401STORMWATER MANAGEMENT PRE-DEVELOPMENTJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\OVERALL STORMWATER MANAGEMENT PLAN.dwg | Plotted on 6/25/2018 2:27 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83THE SITE HAS 8 MAJOR OUTFALL POINTS ALONG THEEASTERN PROPERTY LINE, WHICH DRAIN TO MOREYCREEK. THE DRAINAGE AREAS AND LAND COVERCONDITION ARE GENERALLY CONSISTENT BETWEENPRE-DEVELOPMENT (GOLF COURSE) ANDPOST-DEVELOPMETN (GOLF COURSE). THE CUMULATIVEDRAINAGE AREA IS CONSTANT AND THE CURVE NUMBEROF THE SITE AREA HAS DECREASED FROM PRE ANDPOST-DEVELOPMENT CONDITIONS.OUTFALL 1:AN ONSITE NATURAL CHANNEL CONVEYS RUNOFF FROMTHE SITE TO MOREY CREEK. THE DRAINAGE AREA WITHINTHIS OUTFALL IS GENERALLY UNDISTURBED - AN EXISTINGGOLF COURSE (TURF) AREA WILL BE CONVERTED TO AMEADOW (BRUSH).OUTFALL 2:A LARGE ONSITE POND (#2) SERVES A MAJORITY OF THEDRAINAGE AREA TO THE OUTFALL. SOME AREAS WITHINTHIS OUTFALL ARE CONVERTED FROM GOLF COURSE TOMEADOW, WHILE OTHER AREAS ARE CONVERTED FROMBRUSH TO GOLF COURSE. THE OUTFALL IS A NATURALCHANNEL FROM THE POND (#2) TO MOREY CREEK.OUTFALL 3:A LARGE ONSITE POND (#3) SERVES A MAJORITY OF THEDRAINAGE AREA TO THE OUTFALL. THE UPSTREAM ANDDOWNSTREAM NATURAL CHANNELS HAVE STREAMBUFFERS, WITH SOME AREAS BEING USED FOR MITIGATION(CONVERSION TO FOREST). THE OUTFALL IS A NATURALCHANNEL FROM THE POND (#3) TO MOREY CREEK.OUTFALL 4:THIS OUTFALL POINT IS A NATURAL CHANNEL, BUT DOESNOT HAVE AN UPSTREAM STORMWATER MANAGEMENTSYSTEM. WORK WITHIN THIS DRAINAGE AREA ISGENERALLY LIMITED TO REDEVELOPMENT WITH MINIMALCHANGE IN LAND COVER CONDITIONS.OUTFALL 5:AN ONSITE POND (#3) SERVES A MAJORITY OF THEDRAINAGE AREA TO THE OUTFALL, BEFORE THE RUNOFF ISCONVEYED TO A NATURAL CHANNEL.OUTFALLS 6/7/8:THESE OUTFALL POINTS EXIST ALONG THE EASTERN SIDEOF THE PROPERTY LINE. RUNOFF FROM THE SITE IS NOTCONCENTRATED BEFORE LEAVING THE SITE, BUT ISCONVEYED TOWARDS MOREY CREEK.DRAINAGE AND OUTFALL NARRATIVETIME OF CONCENTRATIONLINE (TYPICAL)DRAINAGE DIVIDESLIMITS OF WORKSOIL DIVIDES
2D*-P2F-P2B-P1A2A6A-S3A7A-S3B-P4A5A5B-P5E-P*8A-S*****1OUTFALL2OUTFALL3OUTFALL4OUTFALL5OUTFALLLIMITS OF WORKLIMITS OF WORKSOIL TYPE:WSOIL TYPE:19BSOIL TYPE:36BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:14BSOIL TYPE:96BSOIL TYPE:37C3SOIL TYPE:36BSOIL TYPE:56BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:36CSOIL TYPE:66DSOIL TYPE:5BSOIL TYPE:77SOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:36CSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:19C3SOIL TYPE:20B3SOIL TYPE:4DSOIL TYPE:4DSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:20C3SOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:77SOIL TYPE:4DSOIL TYPE:19BSOIL TYPE:14BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:19DSOIL TYPE:20C3SOIL TYPE:19DSOIL TYPE:76SOIL TYPE:77SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:25BSOIL TYPE:14DSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:WSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:14DSOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:14DSOIL TYPE:14CSOIL TYPE:36DSOIL TYPE:77SOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:4DSOIL TYPE:56BSOIL TYPE:14CSOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:19CSOIL TYPE:19DSOIL TYPE:15ESOIL TYPE:81CSOIL TYPE:26C3SOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:25CSOIL TYPE:14CSOIL TYPE:WC402STORMWATER MANAGEMENT TRANSITIONJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\OVERALL STORMWATER MANAGEMENT PLAN.dwg | Plotted on 6/25/2018 2:27 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83THIS SHEET DEPICTS THE LAND COVER CONVERSIONSFROM PRE-DEVELOPMENT TO POST-DEVELOPMENTCONDITIONS. IN GENERAL, THE RUNOFF CURVE NUMBERSASSOCIATED WITH EACH DRAINAGE AREA HAVE BEENREDUCED IN THE POST DEVELOPMENT CONDITION BYESTABLISHING NEW AREAS OF BRUSH (NATIVE PLANTEDGRASSES, NOT REGULARLY MOWED), REMOVAL OF TURF,AND REMOVAL OF IMPERVIOUS AREAS - THESE CHANGESOFFSET THE DEVELOPMENT IMPACT (PRIMARILY NEWTURF GOLF COURSE AREAS).THE PROPOSED DEVELOPMENT DOES NOT INCREASE THESITE RUNOFF CONDITIONS (VOLUME OR RATE) - THECURVE NUMBER IN EACH DRAINAGE AREA (1-8)EVALUATED AT THE SITE'S PROPERTY LINE HAS BEENDECREASED. NO FLOOD OR CHANNEL PROTECTION ORANALYSIS IS CONSIDERED BECAUSE OF THE EFFECTIVEDECREASE IN VOLUME AND RATE OF RUNOFF.LAND COVER CONVERSION NOTESDRAINAGE DIVIDESLAND COVER CONVERSION LEGENDPROPOSED CLEARINGPROPOSED BRUSHPROPOSED MITIGATION AREAPROPOSED CART PATHMAINTENANCE (CART PATH)REMOVED CART PATHLIMITS OF DISTURBANCENO DISTURBANCE WORK AREASOIL DIVIDES
EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)POND 2POND 3MOREY CREEKMOREY CREEKLIMITS OF WORKLIMITS OF WORKSOIL TYPE:WSOIL TYPE:19BSOIL TYPE:36BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:14BSOIL TYPE:96BSOIL TYPE:37C3SOIL TYPE:36BSOIL TYPE:56BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:36CSOIL TYPE:66DSOIL TYPE:5BSOIL TYPE:77SOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:36CSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:19C3SOIL TYPE:20B3SOIL TYPE:4DSOIL TYPE:4DSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:20C3SOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:77SOIL TYPE:4DSOIL TYPE:19BSOIL TYPE:14BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:19DSOIL TYPE:20C3SOIL TYPE:19DSOIL TYPE:76SOIL TYPE:77SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:25BSOIL TYPE:14DSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:WSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:14DSOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:14DSOIL TYPE:14CSOIL TYPE:36DSOIL TYPE:77SOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:4DSOIL TYPE:56BSOIL TYPE:14CSOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:19CSOIL TYPE:19DSOIL TYPE:15ESOIL TYPE:81CSOIL TYPE:26C3SOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:25CSOIL TYPE:14CSOIL TYPE:WPOND 52H*-P22G*-P16374B*3C*-P458*****1OUTFALL2OUTFALL3OUTFALL4OUTFALL5OUTFALL3D*-PFOREST 32 ACBRUSH9.2 ACTURF_____ 0.8 ACTOTAL42 ACFOREST 214.30 ACBRUSH 59.0 ACTURF 26.0 ACPOND 5.5 ACIMP 5.2 ACTOTAL310.0 ACFOREST 2.5 ACBRUSH 0.6 ACTURF1.1 ACIMP0.3 ACTOTAL4.5 ACFOREST 2.4 ACBRUSH 9.7 ACTURF12.2 ACIMP 0.7 ACTOTAL25.0 ACFOREST 3.5 ACBRUSH 3.2 ACTURF22.1 ACPOND 2.0 ACIMP 1.2 ACTOTAL32.0 ACFOREST 2.1 ACBRUSH7.4 ACTURF56.1 ACPOND 0.5 ACTOTAL66.0 ACFOREST 0.3 ACTURF0.3 ACTOTAL0.6 AC2H*-P1-3 ACRE LOTS139 AC2G*-P1-3 ACRE LOT74 AC2C*-PFOREST3 AC4B*1-3 ACRE LOTS20 AC3C*-P1-3 ACRE LOTS16 AC5D*-P1-3 ACRE LOTS6.5 AC5C*1-3 ACRE LOTS4.5 AC5E-P*TURF0.5 AC3D*-P1-3 ACRE LOTS& BOARS HEAD103 AC4B*TURF0.5 ACFOREST 2.7 ACBRUSH36.1 ACTURF64.7 ACPOND 5.5 ACIMP 1.4 ACTOTAL110.4 ACC403STORMWATER MANAGEMENT POST-DEVELOPMENTJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\OVERALL STORMWATER MANAGEMENT PLAN.dwg | Plotted on 6/25/2018 2:27 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83THIS SHEET IS PROVIDED TO DEPICT THE PROPOSEDDEVELOPMENT CONDITIONS ASSOCIATED WITH EACHDRAINAGE AREA.REFER TO SHEET C404 FOR LAND COVER COPMUTATIONSSTORMWATER MANAGEMENT NARRATIVESTREAM BUFFERMITIGATION(CONVERSION TOFOREST)DRAINAGE DIVIDESLIMITS OF DISTURBANCENO DISTURBANCE WORK AREASOIL DIVIDES
C404STORMWATER CALCULATIONSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\OVERALL STORMWATER QUALITY.dwg | Plotted on 6/27/2018 2:25 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018 LAND COVER SUMMARY TABLETHIS TABLE PROVIDES A LIST OF OUTFALL AREAS (TOP LEFT OF EACH GROUP) AND THE CORRESPONDING PRE ANDPOST DEVELOPMENT LAND COVER CONDITIONS. ONLY THE AREAS WITHIN THE LIMITS AND THAT HAVE A CHANGE INLAND COVER ARE SHOWN IN THIS ANALYSIS - ALL OTHER AREAS WITHIN THE SITE HAVE A CONSISTENT LAND COVERIN PRE AND POST DEVELOPMENT CONDITIONS. SOME AREAS, SUCH AS THE SOUTHERN END OF THE PROPERTY, AREOUTSIDE THE LIMITS OF WORK BUT WILL HAVE A LAND COVER CONVERSION AS GOLF COURSE (TURF) IS CONVERTEDTO UN-MOWED NATIVE GRASSES (BRUSH).CURVE NUMBERS FOR LAND COVERS ARE BASED ON TABLE 2.2C OF THE NRCS TR-55 MANUAL·FOREST: HEAVILY FORESTED AREA, GENERALLY AROUND THE PERIMETER OF THE SITE.··CN=55·BRUSH: LOW MAINTENANCE AREAS WITHIN THE GOLF COURSE SITE, WITH A MIX OF VEGETATION AND GRASSES··CN=48·TURF: GOLF COURSE TURF AREAS, MANAGED··CN=61·IMPERVIOUS: CART PATHS AND OTHER STRUCTURES WITHIN THE SITE.··CN=98·Q1 EB = REQUIRED Q1 FLOW TO MEET THE ENERGY BALANCE EQUATION. IN NO CASES SHALL THE ALLOWABLEFLOW PER THE ENERGY BALANCE EQUATION EXCEED THE PRE-DEVELOPED Q1.REFER TO SHEET C402 FOR MAP OF LAND CONVERSIONS
LIMITS OF WORKLIMITS OF WORKSOIL TYPE:WSOIL TYPE:19BSOIL TYPE:36BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:14BSOIL TYPE:96BSOIL TYPE:37C3SOIL TYPE:36BSOIL TYPE:56BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:36CSOIL TYPE:66DSOIL TYPE:5BSOIL TYPE:77SOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:36CSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:19CSOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:19C3SOIL TYPE:20B3SOIL TYPE:4DSOIL TYPE:4DSOIL TYPE:19CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:20C3SOIL TYPE:20D3SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:77SOIL TYPE:4DSOIL TYPE:19BSOIL TYPE:14BSOIL TYPE:36CSOIL TYPE:14CSOIL TYPE:19DSOIL TYPE:20C3SOIL TYPE:19DSOIL TYPE:76SOIL TYPE:77SOIL TYPE:20C3SOIL TYPE:WSOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:25BSOIL TYPE:14DSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:WSOIL TYPE:36CSOIL TYPE:19BSOIL TYPE:36CSOIL TYPE:14DSOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:14DSOIL TYPE:14CSOIL TYPE:36DSOIL TYPE:77SOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:36BSOIL TYPE:4DSOIL TYPE:56BSOIL TYPE:14CSOIL TYPE:14ESOIL TYPE:36CSOIL TYPE:14ESOIL TYPE:19CSOIL TYPE:19DSOIL TYPE:15ESOIL TYPE:81CSOIL TYPE:26C3SOIL TYPE:19DSOIL TYPE:19CSOIL TYPE:25CSOIL TYPE:14CSOIL TYPE:WCOS #2AREA = 1.28 ACCOS #1AREA = 3.93 ACVFS #1AREA = 1.54 ACCOS #5AREA = 1.77 ACCOS #6AREA = 0.91 ACCOS #3AREA = 0.95 ACCOS #4AREA = 0.58 ACVFS #2AREA = 3.53 ACVFS #3AREA = 1.21 ACVFS #4AREA = 1.04 ACC405BMP DRAINAGE AREA MAPJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\BMP Map.dwg | Plotted on 6/25/2018 2:28 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83GRAVEL DIAPHRAGM PLACED AT EDGE OF LIMITSOF WORK WHEN ADJACENT TO DEVELOPEDAREAS, SEE DETAIL THIS SHEET (TYP)GRAVEL DIAPHRAGMBMP MAP LEGENDDRAINAGE AREA TO BMPPROPOSED BRUSH / EXISTING VEGETATION-VEGETATED FILTER STRIP (VFS)PROPOSED MITIGATION AREA-SHEET FROM TO CONSERVED OPEN SPACE (COS)THE BMP SYSTEMS PROPOSED FOR THE DEVELOPMENTINCLUDE CONSERVED OPEN SPACE AND VEGETATED FILTERSTRIPS. APPLICABLE DRAINAGE AREAS TO THESE BMPS AREDEPICTED ON THIS PLAN SHEET, BASED ON PHYSICALCHARACTERISTICS (SLOPE AND LENGTH) DESCRIBED IN THEDEQ SPECIFICATIONS.A GRAVEL DIAPHRAGM IS PROPOSED ALONG THEPERIMETER OF THE CONSERVED OPEN SPACE ORVEGETATED FILTER STRIP, UNLESS THE CONTRIBUTINGDRAINAGE AREA IS SOLELY TURF (PER DEQ SPEC NO. 2).CONSERVED OPEN SPACE AREAS THAT EXCEED THEMAXIMUM SLOPE IDENTIFIED IN THE DEQ SPEC (6%) ARE NOTIDENTIFIED WITH CONTRIBUTING DRAINAGE AREA.VEGETATED FILTER STRIPS ARE ONLY IDENTIFIED WHEN THESLOPE IS WITHIN THE LIMITS PRESCRIBED BY DEQ (8%,PRORATED ACROSS THE WIDTH).CONSERVED OPEN SPACE AND VEGETATED FILTER STRIPSARE COUNTED AS 'FOREST' POST DEVELOPMENT CONDITION.A COUNTY STORMWATER MANAGEMENT EASEMENT ISPROPOSED FOR THE VEGETATED FILTER STRIP ANDCONSERVED OPEN SPACE AREAS.REFER TO SHEET C409 FOR VRRM SPREADSHEET ANDCALCULATIONS AND SHEET C406 FOR NOTES AND SPECS, ASWELL AS MAINTENANCE REQUIREMENTS.STORMWATER SHOULD NOT BE DIVERTED INTO FILTER STRIPUNTIL THE TURF COVER IS DENSE AND WELL ESTABLISHED.BEFORE SITE WORK BEGINS, VEGETATED FILTER STRIPBOUNDARY SHOULD BE CLEARLY MARKED.BMP NARRATIVESHEET FLOWBMP DRAINAGE AREA(SHEET FLOW)CONSERVED OPEN SPACE/VEGETATED FILTER STRIPGRAVELDIAPHRAGMVDOT STD.#57 STONE2' WIDTH1' WIDTH1:1 SIDESLOPESFILTER FABRICPER DEQ SPECGRAVEL DIAPHRAGM DETAILFIRST 10' AT 2% MAXNAMEIMP(AC)PERV(AC)COS#10.085.40COS#20.072.08COS#300.92COS#40.132.54COS#500COS#600VFS#10.033.04VFS#20.284.89VFS#302.28VFS#402.88
C406BMP NOTES AND SPECIFICATIONSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\BMP Map.dwg | Plotted on 6/25/2018 2:28 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018 THE INFORMATION ON THIS SHEET IS DERIVED FROM THEVIRGINIA DEQ SPECIFICATION (NO. 2) FOR CONSERVEDOPEN SPACE AND VEGETATED FILTER STRIPS.CONTRACTOR SHOULD BE FAMILIAR WITH ALLINFORMATION ASSOCIATED WITH THE SPECIFICATION.CONSERVED OPEN SPACE1.PERIMETER OF CONSERVED OPEN SPACE SHOULD BEPROTECTED BY ACCEPTABLE SIGNAGE, SUPER SILTFENCE, SNOW FENCE, CHAIN LINK FENCE, ORANGESAFETY FENCE OR OTHER COMPARABLE METHODS2.NOTE THAT NO CLEARING, GRADING OR HEAVYEQUIPMENT ACCESS IS ALLOWED EXCEPT FORTEMPORARY DISTURBANCES ASSOCIATED WITHINCIDENTAL UTILITY CONSTRUCTION, RESTORATIONOPERATIONS OR MANAGEMENT OF NUISANCEVEGETATION3.NOTE THAT (1) CONSTRUCTION OF THE GRAVELDIAPHRAGM SHALL NOT COMMENCE UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZEDAND PERIMETER E&S CONTROLS HAVE BEEN REMOVEDAND CLEANED OUT; AND (2) STORMWATER SHOULD NOTBE DIVERTED INTO THE FILTER AREA UNTIL THEGRAVEL DIAPHRAGM AND/OR LEVEL SPREADER AREINSTALLED AND STABILIZED.4.NOTE THAT ANY LIGHT GRADING NECESSARY AT THEFILTER AREA BOUNDARY MUST BE DONE WITHTRACKED VEHICLES TO PREVENT COMPACTIONVEGETATED FILTER STRIPS1.NOTE THAT ONLY VEHICULAR TRAFFIC NECESSARY FORTHE FILTER STRIP CONSTRUCTION SHOULD BEALLOWED WITHIN 10 FEET OF THE FILTER STRIPBOUNDARY2.NOTE THAT IF EXISTING TOPSOIL IS STRIPPED DURINGGRADING, IT SHALL BE STOCKPILED AND STABILIZEDFOR LATER USE3.NOTE THAT CONSTRUCTION RUNOFF SHALL BEDIRECTED AWAY FROM THE PROPOSED FILTER STRIPAREA, USING PERIMETER SILT FENCE OR, PREFERABLY,A DIVERSION DIKE.4.NOTE THAT CONSTRUCTION OF THE GRAVELDIAPHRAGM SHALL NOT COMMENCE UNTIL THECONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZEDAND PERIMETER E&S CONTROLS HAVE BEEN REMOVEDAND CLEANED OUT; AND (2) STORMWATER SHOULD NOTBE DIVERTED INTO THE FILTER AREA UNTIL THEGRAVEL DIAPHRAGM AND/OR LEVEL SPREADER AREINSTALLED AND STABILIZED AND UNTIL THE TURFCOVER IS DENSE AND WELL-ESTABLISHED.5.NOTE THAT AMENDED SOILS SHOULD BE HAND-RAKEDTO THE MOST LEVEL SLOPE WITHOUT USING HEAVYEQUIPMENT, BUT THAT ANY LIGHT GRADINGNECESSARY TO ACHIEVE DESIRED ELEVATIONS ANDSLOPES MUST BE DONE WITH TRACKED VEHICLES TOPREVENT COMPACTION.6.NOTE THAT COMPOST AMENDMENTS AND/OR TOPSOILSHALL BE INCORPORATED EVENLY ACROSS THE FILTERSTRIP AREA, STABILIZED WITH SEED, AND, IF SLOPESEXCEED 3%, PROTECTED BY BIODEGRADABLE E&SCONTROL MATTING OR BLANKETS (EC-2).BMP NOTES
C407BMP NOTES AND SPECIFICATIONSJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\BMP Map.dwg | Plotted on 6/25/2018 2:28 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018
C408BMP MAINTENANCEJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\BMP Map.dwg | Plotted on 6/25/2018 2:28 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018
C409STORMWATER VRRM SPREADSHEETJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\OVERALL STORMWATER QUALITY.dwg | Plotted on 6/25/2018 2:29 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018
EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)LIMITS OF WORKLIMITS OF WORKC410STREAM BUFFER MITIGATION PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\MITIGATION AREAS.dwg | Plotted on 6/25/2018 2:29 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=300'600'300'NAD 83BUFFER MITIGATION PLAN NOTES:1.THIS SHEET IS PROVIDED TO DEPICT AN OVERALL PLANSHEET FOR THE PROPOSED MITIGATION AREAS2.THE WORK WITHIN MITIGATION AREAS IS LIMITED TOREMOVAL OF NON-NATIVE OR INVASIVE SPECIES ANDOTHER VEGETATIVE MAINTENANCE. NEW PLANTINGSSHALL BE IN COMPLIANCE WITH THE PIEDMONT VIRGINIANATIVE PLAN DATABASE.IVY ROAD - U.S. RTE. 250GOLF COURSE DR. (PRIVATE)PROPERTY LINEPROPERTY LINEPROPERTY LINE (R/W)LIMITS OF WORKLIMITS OF WORKPROPOSED MITIGATION AREAPROPOSED MITIGATION AREAPROPOSED MITIGATION AREADEVELOPMENT TYPEAREALEGENDBUFFER MITIGATION10.1 ACEX. GOLF TO BE REDEVELOPED4.2 ACNEW GOLF AREA0.8 ACTOTAL BUFFER DISTURBED = 5.0 ACINFORMATION LISTED ABOVE IS FOR DEVELOPMENTWITHIN 100 FEET (BUFFER) OF PERENNIAL STREAM (ANDCONTIGUOUS NON-TIDAL WETLAND), OR MITIGATIONWITHIN 100 FEET OF A NATURAL CHANNEL.REDEVELOPMENT WITHIN EX. BUFFERREDEVELOPMENTWITHIN EX. BUFFERNEW DEVELOPMENTWITHIN LANDWARD 50'A) TREESACER PENSYLVANICUMACER RUBRUMACER SACCHARUMBETULA ALLEGHANIENSISBETULA NIGRACARYA OVATAFAGUS GRANDIFOLIALLEX OPACAJUGLANS NIGRALIQUIDAMBAR STYACIFLUAMAGNOLIA ACUMINATAMAGNOLIA TRIPB) SMALL TREES AND SHRUBSALNUS SERRULATAAMELANCHEIRASIMINIA TRILBOLACORYLUS AMERICANACRATAEGUS FLAVALLEX DECIDUALLEX GLABRALINDERA BENZIONRUBUS ODORATUSC) FERN, GRASS, HERBACEOUSADIANTUM PEDATUMCAREX CRINITADRYOPTERIS INTERMEDIAHIEROCLOA HIRTALUDWIGIA ALTERNIFOLIAPANCUM VIRGATUMRUDBECKIA TRILOBABUFFER PLANTING SCHEMATICPOTENTIAL PLANTINGS FOR STREAM BUFFERSTHIS LIST HAS BEEN COMPILED FROM A LIST OF NATIVE SPECIES FOR ALBEMARLE COUNTY. NATIVE PLANTS, NOT ON THIS LIST,MAY BE PROPOSED IF COORDINATED WITH ENGINEER/INSPECTOR. REMOVAL OF NON-NATIVE AND/OR INVASIVE SPECIESTHROUGHOUT THE SITE IS PROPOSED UNDER THIS SCOPE OF WORK.ALARGE TREE30' O.C. MAX48 STEMS/ACBSMALL TREE15' O.C. MAX193 STEMS/ACCSHRUBS10' O.C. MAX435 STEMS/ACGRASS20 LBS / ACAAABBBBBBBBBBBBCCCCCCCCCCCCCCCCCCCCCCCCCCC
C500EROSION & SEDIMENT CONTROL NARRATIVE ----JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\EROSION & SEDIMENT NARRATIVE.dwg | Plotted on 6/25/2018 2:29 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018 EROSION AND SEDIMENT CONTROL NARRATIVEPROJECT DESCRIPTIONTHIS PROJECT INVOLVES THE REDEVELOPMENT OF BIRDWOOD GOLF COURSE,FROM AN EXISTING GOLF COURSE TO A NEW GOLF COURSE, WITHAPPROXIMATELY 161 ACRES OF DISTURBANCE THAT IS PRIMARILY COMPRISEDOF NEW TURF (GOLF COURSE) DEVELOPMENT AND REDEVELOPMENT.SCHEDULE: THE PROJECT IS ANTICIPATED TO BEGIN CONSTRUCTION IN 2018AND BE COMPLETED PRIOR TO Q4 OF 2019.ADJACENT PROPERTYTHE PROPERTY IS BOUNDED BY:NORTH: ROUTE 250 HIGHWAYEAST: RESIDENTIAL SUBDIVISION. FURTHER EAST IS ROUTE 29SOUTH: UNDEVELOPED LAND ASSOCIATED WITH BIRDWOOD GOLF COURSE. FURTHER SOUTH IS RAGGED MOUNTAINWEST: RESIDENTIAL SUBDIVISION AND BOARS HEAD INN (ASSOCIATEDWITH THE BIRDWOOD GOLF COURSE)EXISTING SITE CONDITIONSTHE SITE IS CURRENTLY A GOLF COURSE, WHICH WAS DEVELOPED IN THE1980s.OFF-SITE AREASNO OFF-SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT -HOWEVER, EARTHWORK MATERIAL MAY BE IMPORTED OR EXPORTED FROMTHE SITE. CONTRACTOR WILL NEED TO PROVIDE DOCUMENTATION THAT THEBORROW/DISPOSAL SITE HAS AN APPROVED AND CURRENT ESC PLAN.ALTERNATIVELY, THE CONTRACTOR MAY ENGAGE THE ENGINEER TO HAVE ANYEARTHWORK SITES INCLUDED IN THE PROPOSED SCOPE OF PROJECT WORK.CRITICAL EROSION AREASPONDS: THERE ARE SEVERAL LARGE BODIES OF WATER WITHIN THE SITE. THESEPONDS HAVE MANMADE DAMS AND CONTROL STRUCTURES (RISERS AND CULVERTS).WETLANDS: THE SITE CONTAINS WETLANDS THROUGHOUT, AS DEPICTED ON THEPLAN SHEETSPERENNIAL STREAMS: THE SITE CONTAINS PERENNIAL STEAMS THAT WILL REQUIRECOUNTY STREAM BUFFERS TO BE ESTABLISHED. MITIGATION AREAS ARE PROPOSEDWITHIN SOME OF THE STREAM BUFFER AREAS.INTERMITTENT AND EPHEMERAL STREAMS: A SERIES OF STREAMS (NON-PERNNIAL)ARE IDENTIFIED WITHIN THE SITE PLAN SHEET. THESE STREAMS ARE TO BEPROTECTED WITH E&S CONTROLS, AS INDICATED.OUTFALL: ALL OUTFALL LOCATIONS FROM THE SITE ARE NATURAL CHANNELS (ORSHEET FLOW TO OFFSITE NATURAL CHANNELS).STEEP SLOPES: THE STEEP SLOPES (PER COUNTY CODE) WITHIN THE SITE AREPRIMARILY MANAGED SLOPES. PRESERVED SLOPES EXIST TOWARDS THE OUTFALL OFPOND 2 (NO EARTHWORK IS PROPOSED ON THE PRESERVED SLOPES).EROSION AND SEDIMENT CONTROL MEASURESUNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSIONAND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED ANDMAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OFTHE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROLHANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TOUNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCALAUTHORITIES HAVING JURISDICTION.STORMWATER RUNOFF CONSIDERATIONSSTORMWATER QUALITY REQUIREMENTS ARE BEING SATISFIED THROUGHCONSERVED OPEN SPACES AND SHEETFLOW TO VEGETEATED FILTER STRIPS.THE LAND COVER CONDITION IN PRE AND POST DEVELOPMENT IS GENERALLYCONSISTENT (OR LESS THAN) EXISTING CONDITIONS. NO CHANNEL OR FLOODPROTECTION IS PROPOSED.EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCEALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED INACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDINGTHE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS.STRUCTURAL PRACTICES:1.TEMPORARY CONSTRUCTION ENTRANCE WITH PAVED WASH RACK - 3.02 ATEMPORARY CONSTRUCTION ENTRANCE AND PAVED WASH RACK SHALLBE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT ISIMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUTCONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUDTRANSPORTED ONTO PAVED ROADS BY MOTOR VEHICLES OR RUNOFF.2.SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHALL BEINSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTERSEDIMENT-LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITSPURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROMDISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE.3.STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACEDAT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS.ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORMDRAINS.4.DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TODIVERT WATER FROM A CERTAIN AREA.5.TEMPORARY RIGHT-OF-WAY DIVERSION - 3.11 A RIDGE OF COMPACTEDSOIL OR LOOSE ROCK OR GRAVEL THAT CAN BE MORE EASILY TRAVERSEDTHAN A DIVERSION DIKE.6.SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH ACONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT-LADENRUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONGENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT.6.1.MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENTWEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEENDAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THETRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THESEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL ITSHALL BE REMOVED AND PROPERLY DISPOSED OF.7.DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITEIN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT.VEGETATIVE PRACTICES:1.TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPEDFROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING.STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BESTABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION.2.TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFTDORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FASTGERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWINGGRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALLDEPEND ON THE TIME OF YEAR IT IS APPLIED.3.PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISHPERENNIAL VEGETATIVE COVER BY PLANTING SEED OR SOD TO REDUCEEROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY.4.SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERINGBLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPAREDPLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATIONESTABLISHMENT AND REINFORCE ESTABLISHED TURF.MANAGEMENT STRATEGIES1.ESTABLISH PERIMTER CONTROLS AND CONSTRUCTION ENTRANCE.2.PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING,SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION.3.PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELYAFTER GRADING.4.ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAMCONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS.5.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINEDUNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACTDOCUMENTS OR STATE LAW.PERMANENT STABILIZATIONALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZEDWITH PERMANENT SEEDING OR SOD IMMEDIATELY FOLLOWING FINISHEDGRADING. REFER TO GOLF COURSE ARCHITECTURE PLANS FOR APPROPRIATESEED MIX.SEQUENCE OF INSTALLATIONPHASE I & II ARE PROPOSED WITHIN A SINGLE PLAN (SEE SHEETS C501-C504)THE PROPOSED WORK WILL BE COMPLETED IN STAGES WITH EFFORTSFOCUSING ON DIFFERENT AREAS OF THE SITE AT A TIME. THE DIFFERENTSTAGES OF WORK ARE SEPARATED BY SUB-AREAS, WHICH WILL BEDETERMINED AT THE TIME OF CONSTRUCTION AND COORDINATED WITH THEINSPECTOR AND ENGINEER. SUB-AREAS ARE DEFINED AS WORK AREASASSOCIATED WITH SPECIFIC E&S CONTROLS, SUCH AS DRAINAGE AREAS TOSEDIMENT TRAPS AND BASINS. THE E&S CONTROLS ASSOCIATED WITH EACHSUB-AREAS SHALL BE INSTALLED PRIOR TO STARTING WORK WITHIN THATSUB-AREA. THIS STRADEGY IS INTENDED TO DELINEATE SMALLER AREAS OFWORK THAT CAN BEGIN PRIOR TO CONSTRUCTING ALL E&S CONTROLS FORTHE PROJECT.THE CONTROLS THAT ARE PROPOSED ADJACENT TO BODIES OF WATER(STREAMS, PONDS, WETLANDS) SHALL BE INSTALLED AS THE FIRST MEASUREOF WORK WITHIN A SUB-AREA.IN GENERAL, THE WORK SHOULD BE PERFORMED FROM THE MOST UPSTREAMPORTION OF EACH SUB-AREA, SUCH THAT THE UPSTREAM AREAS ARECONSTRUCTED AND STABILIZED BEFORE MOVING DOWNSTREAM. FORINSTANCE, AREAS FURTHER AWAY FROM THE PONDS SHOULD BECONSTRUCTED BEFORE AREAS THAT ARE ADJACENT TO PONDS. THISSEQUENCE WILL REDUCE SEDIMENT LADEN RUNOFF FROM CROSSING NEWLYCONSTRUCTED AREAS.ONSITE PONDSTHE ONSITE PONDS ARE SUBJECT TO MAINTENANCE, WHICH IS INCLUDED INTHIS SCOPE OF WORK. WORK WITHIN THE DRAINAGE LIMITS SHOULD BESTABILIZED PRIOR TO DRAINING AND DREDGING PONDS (SCOPE OF WORK ISINDEPENDENT OF PROPOSED DEVELOPMENT, BUT IS IMMINENT).MITIGATION AREASMITIGATION AREAS ARE PROPOSED WITHIN THE SITE, SPECIFICALLY NEARSTREAMS AND WITHIN NEW AND EXISTING STREAM BUFFER AREAS. THESTREAMS SHALL BE PROTECTED AS SHOWN IN THE E&S PLAN SHEETS ANDINSTALLATION SHALL OCCUR AS THE FIRST MEASURE OF CONTROL FOR WORKWITHIN THE DRAINAGE AREA. WORK WITHIN MITIGATION AREAS SHOULD BECOMPLETED AFTER ANY UPSTREAM DEVELOPMENT HAS OCCURRED.MITIGATION WILL REQUIRE MECHANIZED EQUIPMENT TO REMOVE INVASIVESPECIES AND CONSTRUCT VEGETATION IMPROVEMENTS - WORK WITHIN THESEAREAS IS LIMITED TO MITIGATION AND SIGNIFICANT EARTHWORK IS NOTPERMITTED. AFTER THE MITIGATION WORK HAS BEEN COMPLETED, THEMITIGATION (BUFFER AREA) SHOULD BE FLAGGED TO LIMIT FUTUREDISTURBANCE DURING CONSTRUCTION. WHEN THE MITIGATION AREAS HAVEBEEN STABILIZED THE E&S CONTROLS ADJACENT TO THE STREAMS SHOULD BEREMOVED.-----1.INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ONTHE PLAN (WITHIN THE SUB-AREA), STARTING WITH PERIMETER CONTROLSAND THE CONSTRUCTION ENTRANCE.2.AFTER ALL OTHER EROSION AND SEDIMENT CONTROL PHASE MEASURESFOR A SUB-AREA ARE IN PLACE AND APPROVED BY THE E&S INSPECTOR,SITE WORK CAN BEGIN.3.ROUGH GRADE PROJECT AREA.4.SEED OR SOD ALL DENUDED AREAS PER VESCH STANDARDS.5.FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TOTHESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED.REFER TO MS-1 FOR TEMPORARY STABILIZATION REQUIREMENTS.6.ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FORSILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FORTHE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR.7.ONCE THE DRAINAGE AREA TO THE SEDIMENT TRAP HAS BEEN STABILIZEDAND APPROVED BY ESC INSPECTOR REMOVE SEDIMENT TRAP.7.1.THE SEDIMENT TRAP IS LOCATED WITHIN AN AREA OF PROPOSEDPARKING. THE UPSTREAM AREAS WILL NEED TO BE CONSTRUCTEDAND STABILIZED PRIOR TO REMOVING THE SEDIMENT TRAP.7.2.WHEN THE DENUDED DRAINAGE AREA TO THE BOX CULVERT IS LESSTHAN 1 ACRE, THE SEDIMENT TRAP CAN BE REMOVED AND THE INLETPROTECTION AT THE BOX CULVERT GRATE WILL SERVE AS THEPRIMARY CONTROL DEVICE.7.3.AS REQUIRED, ENSURE THE INLET PROTECTION AT THE BOX CULVERTIS MAINTAINED AND OPERATIONAL PRIOR TO REMOVAL OF THESEDIMENT TRAP.8.APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVENDAYS AFTER FINAL GRADE IS ACHIEVED. TREE PROTECTION, SILT FENCE,CULVERT INLET PROTECTION AND INLET PROTECTION BELOW SEDIMENTTRAPS MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION.9.ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARESTABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPONAPPROVAL FROM THE E&S INSPECTOR.10.AT ALL TIMES, PROTECT THE NATURAL WATERWAYS FROM ANY SEDIMENTLADEN RUNOFF. TTEMPORARY BYPASS PIPES (VESCH TEMPORARY SLOPEDRAIN, OR EQUIVALENT) MAY BE REQUIRED TO DIVERT STORM DRAINWATER AROUND SITE AREAS.SAFE WORK ENVIRONMENTCONTRACTOR SHALL PROVIDE A SAFE WORK ENVIRONMENT AT ALL TIMES.THE LIMITS OF WORK ARE LOCATED WITHIN AN ACTIVE GOLF COURSE ANDRESORT FACILITY. CARE SHOULD BE GIVEN TO MONITORING SAFE PERIMETERCONDITIONS AND LIMITING ACCESS INTO WORK AREAS. MAINTENANCE OFTRAFFIC, INCLUDING CONSTRUCTION TRAFFIC, SHALL BE COORDINATED WITHUVA FOUNDATION. TRANSPORTATION PROGRAMS SHALL BE ESTABLISHED TOPREVENT CONFLICTS WITH PASSENGER VEHICLES, PUBLIC TRANSPORTATION,PEDESTRIAN TRAFFIC, AND GOLF CARTS.NOTENO GEOTECHNICAL REPORT HAS BEEN PREPARED.MINIMUM STANDARDS:AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT ORLOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA,TECHNIQUES AND METHODS:MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIEDTO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE ISREACHED ON ANY PORTION OF THE SITE. TEMPORARY SOILSTABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDEDAREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINDORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATIONSHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FORMORE THAN ONE YEAR.MS-2.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES ANDBORROW AREAS SHALL BE STABILIZED OR PROTECTED WITHSEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLEFOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATIONOF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS ANDSOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ONDENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHEDUNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATUREENOUGH TO SURVIVE AND WILL INHIBIT EROSION.MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENTBARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENTSHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBINGACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LANDDISTURBANCE TAKES PLACE.MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHENSTRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELYAFTER INSTALLATION.MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED ANDCONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BESERVED BY THE TRAP OR BASIN.A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAPSHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISEDOF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TOTHREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THEMINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEMSHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OFTHE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION.RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALLCORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONSEXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED.MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN AMANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TOBE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENTSTABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPESTABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILLSLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY ORPERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGEOR OTHER PROTECTION SHALL BEPROVIDED.MS-10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURINGCONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADENWATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRSTBEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELSOR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTIONAND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LININGSHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL ANDRECEIVING CHANNEL.MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONSSHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENTTRANSPORT AND STABILIZE THE WORK AREA TO THE GREATESTEXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIALSHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS ANDCOFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURESIF ARMORED BY NONERODIBLE COVER MATERIALS.MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTIONVEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, ATEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OFNONERODIBLE MATERIAL SHALL BE PROVIDED.MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONSPERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSESSHALL BE MET.MS-15.THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZEDIMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCEWITH THE FOLLOWING STANDARDS IN ADDITION TO OTHERAPPLICABLE CRITERIA:A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED ATONE TIME.B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OFTRENCHES.C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTEREDOR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE,OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOTADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLYCOMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTESTABILIZATION.E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITHTHESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.MS-17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVEDOR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THETRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVEDSURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED ORPUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BEREMOVED FROM THE ROADS BY SHOVELING OR SWEEPING ANDTRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREETWASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED INTHIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUALDEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBINGACTIVITIES.MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALLBE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION ORAFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESSOTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY.TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTINGFROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BEPERMANENTLY STABILIZED TO PREVENT FURTHER EROSION ANDSEDIMENTATION.MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENTSITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSIONAND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAKFLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCYSTORM OF 24-HOUR DURATION IN ACCORDANCE WITH THESTANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION ANDSEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24.PERMANENT & TEMPORARY SEEDING AND STABILIZATION:THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBEDAREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS;EMPLOYED TO REDUCE EROSION AND SEDIMENTATION BY STABILIZINGDISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR APERIOD OF MORE THAN 14 DAYS, TO REDUCE DAMAGE FROM SEDIMENT ANDRUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDEPROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTILPERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BEESTABLISHED.WHERE EXPOSED SOIL SURFACES ARE NOT TO BE FINE-GRADED FORPERIODS LONGER THAN 14 DAYS. SUCH AREAS INCLUDE DENUDED AREAS,SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARYROADBANKS, ETC.(SEE MS #1 AND MS #2 ON THIS SHEET). A PERMANENT VEGETATIVE COVERSHALL BE APPLIED TO AREAS THAT WILL BE LEFT DORMANT FOR A PERIODOF MORE THAN 1 YEAR.1.SELECTION OF PLANT MATERIAL IS BASED ON SPECIFIC SITE ANDPLANTING SEASON. A SITE SPECIFIC MIX DETERMINED USINGTABLES 3.31B OF THE VESCH, SEE TABLE ON THIS SHEET. 2.ALL PERMANENT SEEDING SHALL BE PLACED PER THE VESCH 3.32, SEETABLE ON THIS SHEET.3.ALL TEMPORARY SEEDING, FERTILIZER, AND MULCH SHALL BE PLACEDPER THE VESCH 3.31.DUST CONTROLPREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILSURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICHMAY PRESENT HEALTH HAZARD, TRAFFIC SAFETY PROBLEMS OR HARMANIMAL OR PLANT LIFE BY USING ONE OR A COMBINATION OF THEFOLLOWING METHODS IN ACCORDANCE TO SECTION 3.39 OF THE VESCH:VEGETATIVE COVER, MULCH, TILLAGE, IRRIGATION, SPRAY-ON ADHESIVES,STONE, BARRIERS, CALCIUM CHLORIDE, AND PERMANENT VEGETATION.STOCKPILETHE GRADING/EXCAVATION CONTRACTOR FOR THE SUBJECT SITE ISREQUIRED TO NOTIFY IN WRITING, THE ASSIGNED SITE INSPECTORREGARDING ANY EXCESS MATERIAL PROPOSED TO BE HAULED OFFSITEPRIOR TO HAULING. THE NOTIFICATION MUST INDICATE THE QUANTITY OFMATERIAL TO BE MOVED OFFSITE, THE IDENTIFICATION OF THE RECEIVINGSITE WHERE THE EXCESS WILL BE TAKEN, AND ALL INFORMATIONNECESSARY TO SHOW THAT SUCH RECEIVING SITE HAS BEEN PROPERLYPERMITTED AND EROSION AND SEDIMENT CONTROLS INSTALLED.COUNTY GENERAL CONSTRUCTION NOTES FOR E&S CONTROL PLANS1.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THEPRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LANDDISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.2.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINEDACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ANDSEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION ANDSEDIMENT CONTROL REGULATIONS.3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THEFIRST STEP IN CLEARING.4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINEDON THE SITE AT ALL TIMES.5.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONTHESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THECONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNERFOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.6.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSIONCONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION ASDETERMINED BY THE PLAN APPROVING AUTHORITY.7.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALLTIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINALSTABILIZATION IS ACHIEVED.8.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERINGDEVICE.9.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY ANDAFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUPTO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY.10.ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.11.ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALLBE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.12.BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PERZONING ORDINANCE SECTION 5.1.28.13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THECODE OF ALBEMARLE.14.BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER EQUIPMENT SHALLBE LIMITED TO THE HOURS OF 7:00AM TO 9:00PM.15.BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THANMAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICALDAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREETBECAUSE O SLIDES, SINKING, OR COLLAPSE.16.THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERTTO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSIONCONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT,BUILDING OR OTHER PORTION OF THE PROPERTY.17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TOBE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSISTOF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCHIS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THECOUNTY EROSION CONTROL INSPECTOR.18.PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, ANDMULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF,INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BEAPPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5%PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSIONCONTROL INSPECTOR.19.MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY.SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITHSEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE AGOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTINGSEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.20.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECTTO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
SSFSFSSFSFSSFSSFSSFSFCWDSSSFSSSHORT COURSECONTROLS FORINFORMATION ONLY. NOTPART OF THIS WPO(SUP PENDING APPROVAL)LIMITS OF WORKPOND (5)13 ACRES OF TOTALDISTURBANCE TOPONDOPSB: 6.5 AC12,000 CF DRY12,000 CF WETBASE INV = 56260" DIA. RISER CREST = 56525 YR WSE = 565.9TOP OF DAM = 56824" DIA. CMP OUTFALL PIPE INV UP = 562 / INV DN = 560NO SPILLWAY PROPOSED60" DIAMETER RISER24" DIAMETER OUTFALL PIPESHORT COURSECONTROLS FORINFORMATION ONLY.NOT PART OF THIS WPO(SUP PENDING APPROVAL)LIMITS OF WORKLIMITS OF WORKLIMITS OF WORKSSFSSFSSFSSSSFSFSFTCSSSFSSSSSFSFTSDDDDDIPOPSFSBDDDDDDCESFCWDCWDCWDCWDSSCWDCECD24" TSD W/6'X6' OP1.68 AC4 CFS10 CFS (CAPACITY)SSTSPSDCTSPSDCTSPSDCTSPSDCC501EROSION & SEDIMENT CONTROL PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\E&SC Plan.dwg | Plotted on 6/25/2018 2:30 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=100'200'100'NAD 83 THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN.REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FORSEQUENCE OF CONSTRUCTION.1.ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITEDTO CONSTRUCTION ENTRANCES.2.DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULICANALYSIS AND DO NOT REPRESENT AREAS OFDISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USEDFOR THE DENUDED PERVIOUS LAND AREA BASED ONSOIL/COVER CONDITIONS.3.REFER TO EROSION AND SEDIMENT CONTROLNARRATIVE ON SHEET C500 FOR ADDITIONALINFORMATION, COMPUTATIONS, AND DETAILS.4.THE E&S CONTROLS ASSOCIATED WITH AN AREA OFWORK SHALL BE INSTALLED PRIOR TO STARTING WORKWITH THE ASSOCIATED DRAINAGE AREA. SEE SHEETC505FOR INFORMATION ON SUB AREAS.5.MODIFICATIONS TO THE PROPOSED E&S CONTROLS ANDPLAN MAY BE APPROVED SUBJECT TO SITE INSPECTORAND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTALE&S CONTROLS STRATEGIES.6.THE PROPOSED WORK WILL REQUIRE FIELDADJUSTMENTS THAT WILL MODIFY THE PROPOSEDGRADING.7.WORK WITHIN MITIGATION AREAS IS LIMITED TOMITIGATION SCOPEEROSION CONTROL LEGEND-3.05CONSTRUCTION ENTRANCESILT FENCECESFVESCH3.12DIVERSION DDDRAINAGE DIVIDE3.05SUPER SILT FENCESSFCWDTREE PROTECTIONTP3.38TPSEDIMENT BASINSB3.14VESCHTEMPORARY SLOPE DRAINTSD3.15TURBIDITY CURTAINTC3.27SILT SOCKSS-SEDIMENT TRAPST3.15OUTLET PROTECTIONOP3.18DEWATERING STRUCTUREDS3.26COUNTY STD. PAVE WASH RACKEROSION & SEDIMENT CONTROL NOTESMATCHLINE SHEET C502MITIGATION AREALIMITS OF DISTURBANCENO DISTURBANCE WORK AREALAND COVER CONVERSION LEGENDPROPOSED CART PATHMAINTENANCE (CART PATH)REMOVED CART PATH
NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)SSFCWDCWDCWDSSFSSFCWDSFSSSTAGING,STORAGE, ANDSTOCKPILEAREASHORT COURSECONTROLS FORINFORMATION ONLY. NOTPART OF THIS WPO(SUP PENDING APPROVAL)ST: 2.5 AC4,550 CF DRY (1' DEPTH)4,550 CF WET (1' DEPTH)518 BOT ELEV3' FROM BOTTOMTO WEIR15' WEIR WIDTHST: 2.5 AC4,550 CF DRY (1' DEPTH)4,550 CF WET (1' DEPTH)519 BOT ELEV3' FROM BOTTOMTO WEIR15' WEIR WIDTHST: 1.5 AC2,750 CF DRY (1' DEPTH)2,750 CF WET (1' DEPTH)513 BOT ELEV3' FROM BOTTOM TO WEIR9' WEIR WIDTHST: 2.5 AC4,500 CF DRY (1' DEPTH)4,500 CF WET (1' DEPTH)518 BOT ELEV3' FROM BOTTOMTO WEIR15' WEIR WIDTHFILL WETLANDS(SEPARATEPERMIT REQ'D)ST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)530 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)546 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)541 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST7ST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)525 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)526 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST: 1.5 AC2,750 CF DRY (1' DEPTH)2,750 CF WET (1' DEPTH)514 BOT ELEV3' FROM BOTTOMTO WEIR9' WEIR WIDTHCWDSHORT COURSECONTROLS FORINFORMATION ONLY.NOT PART OF THIS WPO(SUP PENDING APPROVAL)LIMITS OF WORKLIMITS OF WORKLIMITS OF WORKLIMITS OF WORKSSFSFSFSFST5DDDDSFSFSFSFSFSSFSSFSSSSSFDDSFSSCESSFSSFDDDDDDSFSFSFSFSFSSSFDDSSFDDST4ST6ST8ST1SFST2ST3DDST9CDST3AMITAGATIONAREA (TYP)DDRWDTSPSDCTSPSDCTSPSDCC502EROSION & SEDIMENT CONTROL PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\E&SC Plan.dwg | Plotted on 6/25/2018 2:30 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=100'200'100'NAD 83 MATCHLINE SHEET C503MATCHLINE SHEET C501THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN.REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FORSEQUENCE OF CONSTRUCTION.1.ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITEDTO CONSTRUCTION ENTRANCES.2.DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULICANALYSIS AND DO NOT REPRESENT AREAS OFDISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USEDFOR THE DENUDED PERVIOUS LAND AREA BASED ONSOIL/COVER CONDITIONS.3.REFER TO EROSION AND SEDIMENT CONTROLNARRATIVE ON SHEET C500 FOR ADDITIONALINFORMATION, COMPUTATIONS, AND DETAILS.4.THE E&S CONTROLS ASSOCIATED WITH AN AREA OFWORK SHALL BE INSTALLED PRIOR TO STARTING WORKWITH THE ASSOCIATED DRAINAGE AREA. SEE SHEETC505FOR INFORMATION ON SUB AREAS.5.MODIFICATIONS TO THE PROPOSED E&S CONTROLS ANDPLAN MAY BE APPROVED SUBJECT TO SITE INSPECTORAND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTALE&S CONTROLS STRATEGIES.6.THE PROPOSED WORK WILL REQUIRE FIELDADJUSTMENTS THAT WILL MODIFY THE PROPOSEDGRADING.7.WORK WITHIN MITIGATION AREAS IS LIMITED TOMITIGATION SCOPEEROSION CONTROL LEGEND-3.05CONSTRUCTION ENTRANCESILT FENCECESFVESCH3.12DIVERSION DDDRAINAGE DIVIDE3.05SUPER SILT FENCESSFCWDTREE PROTECTIONTP3.38TPSEDIMENT BASINSB3.14VESCHTEMPORARY SLOPE DRAINTSD3.15TURBIDITY CURTAINTC3.27SILT SOCKSS-SEDIMENT TRAPST3.15OUTLET PROTECTIONOP3.18DEWATERING STRUCTUREDS3.26COUNTY STD. PAVE WASH RACKEROSION & SEDIMENT CONTROL NOTESMITIGATION AREALIMITS OF DISTURBANCENO DISTURBANCE WORK AREALAND COVER CONVERSION LEGENDPROPOSED CART PATHMAINTENANCE (CART PATH)REMOVED CART PATH
510515520525530535540545550
51
0
51
5
520
52
5
5305055105155205355405455505555605355405455505
5
0
550
5
5
0560565 NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)NEWLY ESTABLISHEDSTREAM BUFFER(WATER PROTECTIONORDINANCE)CWDCWDOPPOND (3)69 ACRES OF TOTALDISTURBANCEWITHIN DRAINAGEAREA OF PONDPOND (3)69 ACRES OFTOTALDISTURBANCEWITHIN DRAINAGEAREA OF PONDST: 2.3 AC4,200 CF DRY (1' DEPTH)4,200 CF WET (1' DEPTH533 BOT ELEV3' FROM BOTTOM TO WEIR14' WEIR WIDTHST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)527 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST: 2.3 AC4,200 CF DRY (1' DEPTH)4,200 CF WET (1' DEPTH)535 BOT ELEV3' FROM BOTTOM TO WEIR14' WEIR WIDTHLIMITS OF WORKLIMITS OF WORKSFSFSFSSFSSFSSFSSFSFSFSFSFSSFSSFSSFSFSSSSSSSFSFSFSFSFSFSFSFSFSFSFSFSFSSSFSSSFSFDDDDDDDDSFTSDSFDDDDDDDDSFSFDDDDDDST12ST11IPST: 2.7 AC5,000 CF DRY (1' DEPTH)5,000 CF WET (1' DEPTH)524 BOT ELV3' FROM BOTTOM TO WEIR16' WEIR WIDTHSFST15ST: 2.4 AC4,350 CF DRY (1' DEPTH)4,350 CF WET (1' DEPTH)501 BOT ELEV3' FROM BOTTOM TO WEIR14' WEIR WIDTHST10ST: 3 ACCWDMITAGATIONAREA (TYP)24" TSD W/6'X6' OP2.7 AC6.5 CFS31 CFS (CAPACITY)TSPSDCTSPSDCTSPSDCTSPSDCC503EROSION & SEDIMENT CONTROL PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\E&SC Plan.dwg | Plotted on 6/25/2018 2:43 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=100'200'100'NAD 83 MATCHLINE SHEET C504MATCHLINE SHEET C502THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN.REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FORSEQUENCE OF CONSTRUCTION.1.ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITEDTO CONSTRUCTION ENTRANCES.2.DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULICANALYSIS AND DO NOT REPRESENT AREAS OFDISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USEDFOR THE DENUDED PERVIOUS LAND AREA BASED ONSOIL/COVER CONDITIONS.3.REFER TO EROSION AND SEDIMENT CONTROLNARRATIVE ON SHEET C500 FOR ADDITIONALINFORMATION, COMPUTATIONS, AND DETAILS.4.THE E&S CONTROLS ASSOCIATED WITH AN AREA OFWORK SHALL BE INSTALLED PRIOR TO STARTING WORKWITH THE ASSOCIATED DRAINAGE AREA. SEE SHEETC505FOR INFORMATION ON SUB AREAS.5.MODIFICATIONS TO THE PROPOSED E&S CONTROLS ANDPLAN MAY BE APPROVED SUBJECT TO SITE INSPECTORAND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTALE&S CONTROLS STRATEGIES.6.THE PROPOSED WORK WILL REQUIRE FIELDADJUSTMENTS THAT WILL MODIFY THE PROPOSEDGRADING.7.WORK WITHIN MITIGATION AREAS IS LIMITED TOMITIGATION SCOPEEROSION CONTROL LEGEND-3.05CONSTRUCTION ENTRANCESILT FENCECESFVESCH3.12DIVERSION DDDRAINAGE DIVIDE3.05SUPER SILT FENCESSFCWDTREE PROTECTIONTP3.38TPSEDIMENT BASINSB3.14VESCHTEMPORARY SLOPE DRAINTSD3.15TURBIDITY CURTAINTC3.27SILT SOCKSS-SEDIMENT TRAPST3.15OUTLET PROTECTIONOP3.18DEWATERING STRUCTUREDS3.26COUNTY STD. PAVE WASH RACKEROSION & SEDIMENT CONTROL NOTESMITIGATION AREALIMITS OF DISTURBANCENO DISTURBANCE WORK AREALAND COVER CONVERSION LEGENDPROPOSED CART PATHMAINTENANCE (CART PATH)REMOVED CART PATH
510515520490495500EXISTING COUNTY STREAMBUFFER (WATERPROTECTION ORDINANCE)OPOPOPTC FOR GRADINGPROPOSED TO FILLIN PONDCART PATH BRIDGE(TYP)CART PATHWETLANDS(REFER TOSEPARATEPERMIT)POND (2)36 ACRES OF TOTALDISTURBANCEWITHIN PONDSDRAINAGE AREAWORK IS THISAREA LIMITED TOE&S CONTROLINSTALLATIONST: 2.7 AC5,000 CF DRY (1' DEPTH)5,000 CF WET (1' DEPTH)512 BOT ELEV3' FROM BOTTOM TO WEIR16' WEIR WIDTHPOND (3)69 ACRES OF TOTALDISTURBANCEWITHIN DRAINAGEAREA OF PONDEX. RISERSTRUCTUREST: 1.5 AC2,750 CF DRY (1' DEPTH)2,750 CF WET (1' DEPTH)503 BOT ELEV3' FROM BOTTOM TO WEIR9' WEIR WIDTHLIMITS OF WORKLIMITS OF WORKLIMITS OF WORKSSFSSFSFSFSSFSSFSSFCWDCWDTSDSSFSSFSSFCWDCWDCWDDDSFSFSSFSSFSFSFTCTCTSDSFDDDDSSFSSFSFDDSFSFSFTSDSFDSSSFSFST14ST13DD16' WEIR WIDTHIPIPIPST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)524 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST16CWDCWDST: 3 AC5,500 CF DRY (1' DEPTH)5,500 CF WET (1' DEPTH)509 BOT ELEV3' FROM BOTTOMTO WEIR18' WEIR WIDTHST17MITAGATIONAREA (TYP)24" TSD W/6'X6' OP6.14 AC16.57 CFS24 CFS (CAPACITY)24" TSD W/6'X6' OP10 AC24.3 CFS27 CFS (CAPACITY)24" TSD W/6'X6' OP3.2 AC7.68 CFS24 CFS (CAPACITY)TSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCTSPSDCC504EROSION & SEDIMENT CONTROL PLANJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\E&SC Plan.dwg | Plotted on 6/25/2018 2:31 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/20180SCALE 1"=100'200'100'NAD 83 MATCHLINE SHEET C503THIS SHEET DEPICTS PHASE 1 & 2 PHASE E&S CONTROL PLAN.REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FORSEQUENCE OF CONSTRUCTION.1.ALL CONSTRUCTION TRAFFIC ACCESS IS TO BE LIMITEDTO CONSTRUCTION ENTRANCES.2.DRAINAGE DIVIDES SHOWN ARE USED FOR HYDRAULICANALYSIS AND DO NOT REPRESENT AREAS OFDISTURBANCE. A NRCS CURVE NUMBER OF 94 IS USEDFOR THE DENUDED PERVIOUS LAND AREA BASED ONSOIL/COVER CONDITIONS.3.REFER TO EROSION AND SEDIMENT CONTROLNARRATIVE ON SHEET C500 FOR ADDITIONALINFORMATION, COMPUTATIONS, AND DETAILS.4.THE E&S CONTROLS ASSOCIATED WITH AN AREA OFWORK SHALL BE INSTALLED PRIOR TO STARTING WORKWITH THE ASSOCIATED DRAINAGE AREA. SEE SHEETC505FOR INFORMATION ON SUB AREAS.5.MODIFICATIONS TO THE PROPOSED E&S CONTROLS ANDPLAN MAY BE APPROVED SUBJECT TO SITE INSPECTORAND ENGINEER. SEE SHEET C505 FOR SUPPLEMENTALE&S CONTROLS STRATEGIES.6.THE PROPOSED WORK WILL REQUIRE FIELDADJUSTMENTS THAT WILL MODIFY THE PROPOSEDGRADING.7.WORK WITHIN MITIGATION AREAS IS LIMITED TOMITIGATION SCOPEEROSION CONTROL LEGEND-3.05CONSTRUCTION ENTRANCESILT FENCECESFVESCH3.12DIVERSION DDDRAINAGE DIVIDE3.05SUPER SILT FENCESSFCWDTREE PROTECTIONTP3.38TPSEDIMENT BASINSB3.14VESCHTEMPORARY SLOPE DRAINTSD3.15TURBIDITY CURTAINTC3.27SILT SOCKSS-SEDIMENT TRAPST3.15OUTLET PROTECTIONOP3.18DEWATERING STRUCTUREDS3.26COUNTY STD. PAVE WASH RACKEROSION & SEDIMENT CONTROL NOTESMITIGATION AREALIMITS OF DISTURBANCENO DISTURBANCE WORK AREALAND COVER CONVERSION LEGENDPROPOSED CART PATHMAINTENANCE (CART PATH)REMOVED CART PATH
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\E&S NOTES AND DETAILS.dwg | Plotted on 6/25/2018 2:49 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018 MIN. 3.0'MIN. 2.0'THE EROSION AND SEDIMENT CONTROL DETAILS SHOWN WITHIN THIS PLAN SET ARE INTENDED TO PROVIDE AREFERENCE TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE GRAPHIC DETAILSPROVIDED HAVE BEEN EXTRACTED FROM THE VESCH. CONTRACTOR SHOULD BE FAMILIAR WITH THE VESCH ANDTHE TEXT ASSOCIATED WITH THE REFERENCED DETAILS.REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR ADDITIONAL INFORMATION.C505EROSION & SEDIMENT CONTROL DETAILS
JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
608 Preston Avenue, Suite 200 | Charlottesville, VA 22903
TEL 434.295.5624 FAX 434.295.8317 www.timmons.com
THIS DRAWING PREPARED AT THE
CHARLOTTESVILLE OFFICE
R:\103\40490-UVAF-Birdwood\DWG\Sheet\CD\E&S NOTES AND DETAILS.dwg | Plotted on 6/25/2018 2:49 PM | by John Wilson
J.WILSONJ. WILSONC. KOTARSKI03/02/18BIRDWOOD GOLF COURSE
ALBEMARLE COUNTY, VA40490 REVISED PER COMMENTS
REVISED PER COMMENTS
06/25/2018
05/11/2018THE EROSION AND SEDIMENT CONTROL DETAILS SHOWN WITHIN THIS PLAN SET ARE INTENDED TO PROVIDE AREFERENCE TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). THE GRAPHIC DETAILSPROVIDED HAVE BEEN EXTRACTED FROM THE VESCH. CONTRACTOR SHOULD BE FAMILIAR WITH THE VESCH ANDTHE TEXT ASSOCIATED WITH THE REFERENCED DETAILS.REFER TO EROSION AND SEDIMENT CONTROL NARRATIVE FOR ADDITIONAL INFORMATION.C506EROSION & SEDIMENT CONTROL DETAILS 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.SECTION NTSPLAN NTSNOTES:1. ALL MATERIAL TO MEET FILTREXX®SPECIFICATIONS.2. FILTER MEDIA™ FILL TO MEETAPPLICATION REQUIREMENTS.3. COMPOST MATERIAL TO BE DISPERSED ONSITE, AS DETERMINED BY ENGINEER.12" MINFILTREXX® SEDIMENT CONTROLNTSFILTREXX® SOXX™ (12" TYPICAL)BLOWN/PLACED FILTER MEDIA™AREA TO BE PROTECTEDWORK AREAWORK AREAAREA TO BEPROTECTED2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.FILTREXX® SOXX™ (12" TYPICAL)WATER FLOWSILT SOCK DETAIL(OR APPROVED ALTERNATE)