The URL can be used to link to this page

Home My WebLink AboutSDP201800023 Plan - Revision 2018-12-21NAD83 DECEMBER 20 2018COUNTY OF ALBEMARLESDP 201800023CHARLOTTESVILLE ALBEMARLE SPCAOWNER:ALBEMARLE SOCIETY FOR THE PREVENTION OF CRUELTY TO ANIMALS INCPO BOX 7047CHARLOTTESVILLE, VA 22906CONTACT: ANGIE GUNTERTELEPHONE: 434-973-5959ENGINEER OF RECORD:TIMMONS GROUP608 PRESTON AVENUE SUITE 200CHARLOTTESVILLE, VA 22902CONTACT: CODY PENNETTI, P.E.TELEPHONE: 434-327-1692VICINITY MAPSCALE 1":1000'PROJECTSITEC0.0COVER SITE DATA:TAX MAP PARCELS: 45-86, 45-88PARCEL AREA: 8.88 ACRESZONING: C-1 COMMERCIAL(45-86), R-6 RESIDENTIAL (45-88)OVERLAY DISTRICTS: RIO MAGISTERIAL DISTRICTZONING: C-1 COMMERCIAL (45-88), REF SP201700022, ZMA201700008. SEE SHEET R1.0.SOURCE OF BOUNDARY AND TOPOGRAPHY:TIMMONS GROUP28 IMPERIAL DRIVESTAUNTON, VA 24401TELEPHONE: 540-885-0920CONTACT: PAUL HUBERPAUL.HUBER@TIMMONS.COMSURVEY CONDUCTED: OCTOBER 2014DATUM:HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTHVERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNETEXISTING/PROPOSED USES: ANIMAL SHELTER UTILITIES:ACSATOTAL: 22 SHEETSRT. 2 9 RIVANNARESERVOIR BE R K M A R D R I V E SIGNATURE PANEL:APPROVALDATEDEPARTMENT OF COMMUNITY DEVELOPMENTPLANNING & ZONINGENGINEERINGINSPECTIONSARCHITECTURAL REVIEW BOARDDEPARTMENT OF FIRE AND RESCUEALBEMARLE COUNTY SERVICE AUTHORITYVIRGINIA DEPARTMENT OF TRANSPORTATIONHEALTH DEPARTMENTJOB 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\40204-CASPCA\DWG\Sheet\CD\COVER.dwg | Plotted on 12/20/2018 4:53 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18WOODBROOK DRNOTES:1.VSMP PLAN APPROVAL IS REQUIRED PRIOR TO MIA APPROVAL.2.VSMP/WPO BOND IS REQUIRED PRIOR TO MIA APPROVAL.3.EASEMENTS MUST BE RECORDED PRIOR TO MIA APPROVAL.Sheet List TableSheet NumberSheet TitleC0.0COVERC1.0ABBREVIATIONS, NOTES, & LEGENDC2.0EXISTING CONDITIONSC2.1DEMOLITION PLANC3.0SITE LAYOUTC3.1GRADING & UTILITY PLANC3.2SITE DETAILSC3.3SITE DETAILSC3.4SITE DETAILSC4.0UTILITY PROFILESC4.1UTILITY DETAILSC4.2UTILITY DETAILSC4.3STORMWATER PROFILESC4.4STORM DETAILSC5.0STORMWATER MANAGEMENT PLANC5.1STORMWATER CALCULATIONSC5.2VRRM SPREADSHEETC5.3STORMWATER REFERENCEC6.0EROSION & SEDIMENT CONTROL PLAN PHASE IC6.1EROSION & SEDIMENT CONTROL PLAN PHASE IIC6.2EROSION & SEDIMENT CONTROL NARRATIVEC6.3EROSION & SEDIMENT CONTROL DETAILSC6.4EROSION & SEDIMENT CONTROL DETAILSL1.0LANDSCAPE PLANL2.0LANDSCAPE NOTES AND DETAILSL3.0LIGHTING PLANL4.0LIGHTING NOTES & DETAILSL4.1LIGHTING NOTES & DETAILSL4.2LIGHTING NOTES & DETAILSL4.3LIGHTING NOTES & DETAILSR1.0PROFFERS C1.0ABBREVIATIONS, NOTES, & LEGENDJOB 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\40204-CASPCA\DWG\Sheet\CD\ABBREVIATIONS, NOTES, & LEGEND.dwg | Plotted on 12/20/2018 1:36 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18SITE INFORMATIONTHIS MAJOR SITE PLAN AMENDMENT PROPOSED SEVERALADDITIONS TO THE CHARLOTTESVILLE ALBEMARLE SPCA, ANEW PARKING LOT, ACCESS DRIVE, AND ASSOCIATED SITEIMPORVEMENTS.SITE SURVEY INFORMATION1.HORIZONTAL DATUM IS BASED ON NAD83 (NA2011),VIRGINIA STATE GRID, SOUTH ZONE. VERTICAL DATUM ISBASED ON NAVD 88. DATUM ESTABLISHED THROUGH LEICASMARTNET.2.THE SURVEY HEREON IS BASED ON A FIELD SURVEY BYTIMMONS GROUP COMPLETED ON SEPTEMBER 4, 2014.3.THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SHOWN ISBASED ON EVIDENCE RECOVERED AND LAND RECORDSAVAILABLE IN THE CLERK'S OFFICE OF ALBEMARLECOUNTY, VIRGINIA. NO TITLE REPORT PROVIDED;EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON.4.EXISTING STORM AND SANITARY SEWER LINES HAVE BEENFIELD LOCATED IN THE IMMEDIATE AREA OF THE SITE.OTHER UTILITIES SHOWN HEREON WERE AS DESIGNATEDBY MISS UTILITY DESIGN TICKETS. TIMMONS GROUP MAKESNO CLAIM TO THE COMPLETENESS OR ACCURACY OFSUBSURFACE UTILITIES SHOWN HEREON.GENERAL NOTES1.THERE ARE NO DOWNSTREAM IMPOUNDMENTS IN THEINFLUENCE AREA OF THE PROPOSED DEVELOPMENT.2.THIS PLAN COMPLIES FULLY WITH THE AMENDEDCHESAPEAKE BAY PRESERVATION ORDINANCE PER THEJULY 7, 2003 BOARD POLICY FOR THE TREATMENT OFAPPROVED AND PENDING PLANS OF DEVELOPMENT, WITHAN EFFECTIVE DATE OF NOVEMBER 18, 2003 AND WITHREVISIONS ADOPTED BY THE BOARD WITH AN EFFECTIVEDATE OF JULY 12, 2005.3.PROOF OF VSMP PERMIT MUST BE SUBMITTED TOOWNER/DEVELOPER PRIOR TO APPROVAL OFCONSTRUCTION PLANS AND/OR GRADING PLANS.4.SOILS INFORMATION SHOWN HEREON IS PROVIDED BYNRCS WEBSOIL SURVEY.5.SEDIMENT & EROSION CONTROL WILL BE PROVIDED INACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK.6.THERE ARE NO KNOWN FEDERAL OR STATE PERMITS ORCONDITIONS THAT LIMIT DEVELOPMENT OF THE PROPERTY.THERE ARE NO MAJOR OR MINOR FLOODPLAINS LOCATEDWITHIN THE SITE. NO KNOWN WETLANDS OR WATERS ORTHE U.S. EXIST WITHIN THE SITE AREA.7.THE PROPERTY CONTAINS NO KNOWN HAZARDOUS ORTOXIC SUBSTANCES AS SET FORTH IN THE TITLE 40, CODEOF FEDERAL REGULATIONS PARTS 116.4, 302.4, AND 355 ORIN VIRGINIA DEPARTMENT OF WASTE MANAGEMENTREGULATIONS.8.AS PER VIRGINIA DEPARTMENT OF CONSERVATION ANDRECREATION MAP TITLED "GENERAL LOCATION AREAS OFNATURAL HERITAGE RESOURCES" SHOWS NO FEDERAL ORSTATE THREATENED OR ENDANGERED SPECIES.9.THERE ARE NO KNOWN HISTORIC ARCHITECTURE ORARCHAEOLOGICAL SITES ON THE SUBJECT PROPERTY.10.THE PROPERTY CONTAINS NO KNOWN GRAVES, OBJECT,OR STRUCTURES MARKING BURIAL PLACES ASDETERMINED BY VISUAL INSPECTION.11.ANY CHANGES TO THE PARKING LAYOUT ORREDUCING/INCREASING THE NUMBER OF PARKING SPACESAS SHOWN ON THE APPROVED FINAL SITE PLAN WILLREQUIRE REVIEW AND APPROVAL OF ALBEMARLE COUNTY.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 THEREQUIREMENTS OF THE PERMIT. WHERE ANYDISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMITSHALL GOVERN.2.ALL MATERIALS AND CONSTRUCTION METHODS SHALLCONFORM TO CURRENT SPECIFICATIONS AND STANDARDSOF VDOT.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.THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.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.UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BEREINFORCED CONCRETE PIPE - CLASS III.9.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 ISTO BE 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 ARETO BE CONVERTED TO PERMANENT STORMWATERMANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKEPLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HASBEEN OBTAINED FROM THE COUNTY EROSION CONTROLINSPECTOR.BLASTING NOTES1.BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT.ALBEMARLE COUNTY ENGINEERING GENERALCONSTRUCTION NOTES FOR PRIVATE ROADS1.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.CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHINTHE DEVELOPMENT WILL BE MADE BY THE COUNTY. THECONTRACTOR MUST NOTIFY THE DEPARTMENT OFENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE STARTOF CONSTRUCTION.3.ALL MATERIALS AND CONSTRUCTION METHODS SHALLCONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OFVDOT. ALL EXCAVATION FOR UNDERGROUND PIPEINSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THECONSTRUCTION INDUSTRY (29 CFR PART 1926).4.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.5.UPON COMPLETION OF FINE GRADING AND PREPARATION OFTHE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBRTESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIESOF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY.IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOTOBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BYTHE DESIGN ENGINEER AND SUBMITTED WITH THE TESTRESULTS FOR APPROVAL.6.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE,LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED.7.SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINEDWITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTSPRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGEOUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARYLINE OR A NATURAL WATERCOURSE.8.GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH,LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELDDETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONALGUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWNWHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, ORTHE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY. WHENGUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4)FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OFGUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BEINCREASED TO SEVEN (7) FEET.9.WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALLRESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TOVDOT CG-9(A, B OR C).10.WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALLRESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TOVDOT STANDARD PE-1.11.PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BEREQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THEOPINION OF THE DIRECTOR OF ENGINEERING, OR THEDIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY.12.A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OFPAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIALSUBDIVISION STREETS.13.COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDERWIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICALPAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.EXCEPTIONS WILL NOT BE ALLOWED.14.UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREETNAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALLSTREET INTERSECTIONS. SIGNS AND THEIR INSTALLATIONSHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGNREQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FORMAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED.15.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS ORBARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THEDIRECTOR=S DESIGNEE, THEY ARE DEEMED NECESSARY INORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALLSIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITHTHE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROLDEVICES.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,ALBEMARLE 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.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.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 SECONDCGCURB AND GUTTERCIPCAST IRON PIPECLCENTERLINECMPCORRUGATED METAL PIPECNHYDROLOGIC CURVE NUMBERCONCCONCRETECOCLEAN OUTCONT.CONTINUATIONCTCOURTCYCUBIC YARDSDDADRAINAGE AREADBDEED BOOKDIDROP 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 GRADINGMMECHMECHANICALMHMANHOLEMIMILEMINMINIMUMMAXMAXIMUMNNBLNORTHBOUND 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 WALLUUDUNDER DRAINUGUNDERGROUNDVVVELOCITY (FPS)VDOTVIRGINIA DEPARTMENT OFTRANSPORTATIONVFVERTICAL FOOTWW/MWATER MAINW/LWATER LINEWBLWESTBOUND LANEWSELWATER SURFACE ELEVATIONYYRYEARZZSIDE SLOPELEGENDPROPOSEDEXISTINGPOST/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 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 DISTURBANCETCUDSANSWWGUGTTTUGPEXWGUGPSXXXXXXUGTGUARDRAILFENCEMAJOR CONTOURMINOR CONTOURXXXXXXXXSITE LIGHTFDCSTREET SIGNPARKING SPACE COUNTE1A1BDRAINAGE FLOW PATHSPOT ELEVATIONSTATIONED ALIGNMENTCG-2CG-12TRANSITION FROM6" TO FLUSH CURBOVER 5'TRANSITION OVERRAMP (LENGTH VARIES)8.3% MAX5% MAXGUTTER SLOPEDETECTABLEWARNING STRIP2% LANDINGCG-6/CG-7TELEPHONE/COMMUNICATIONSMANHOLE DTTTDTDDDDDDDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCE2 STORYBLOCK & HARDI-PLANK BUILDING(CASPCA FACILITY)3355 BERKMAR DRIVELIMITS OFCEMETERYHEAD STONES5435455 5 0 5505555455 5 0 55 7 54 5 5 4 0 5 4 1 5 3 5 5 3 0 5 2 5 520 5 2 55305405355 3 0 5 2 5 5 2 0 5155155 1 5 515520525530535540540 535 530 513512510510SD CURB INLET W/GRATETOP (GRATE)=509.06'INV. IN=502.76' 18" RCP (NORTH)INV. IN=502.95' 18" RCP (WEST)INV. OUT=502.76' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.44'INV. OUT=506.26' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=508.60'INV. IN=504.00' 18" RCP (NORTH)INV. IN=504.33' 18" RCP (WEST)INV. OUT=504.02' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.20'INV. OUT=506.25' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=510.39'INV. OUT=507.89' 18" RCPMHDTOP=510.72'INV. IN=507.56' 18" RCP (EAST)INV. IN=507.30' 18" RCP (WEST)INV. OUT=506.62' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=511.34'INV. IN=508.81' 15" RCP (NORTH)IINV. OUT=508.41' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=513.88INV. IN=510.30' 15" RCP (NORTH)INV. IN=510.43' 15" RCP (WEST)INV. OUT=510.25' 15" RCPSD CURB INLET W/ MHDTOP=514.35'INV. OUT=510.75' 15" RCPSD CURB INLET W/ MHDTOP=518.79'INV. OUT=512.8'± 15" RCPSD CURB INLET W/ MHDTOP=525.51'INV. OUT=519.81' 15" RCPSD CURB INLET W/ MHDTOP=525.52INV. IN=519.12' 15" RCPINV. OUT=519.02' 15" RCPSTR 'E'STR 'F'STR 'G'STR 'D'STR 'C'STR 'B'6" PVC 6 " PVCSTR 'A'FRAME SHED ON SKIDS METAL BUILDING MULCH PA THMULCH PATHGRAVEL PATHGRAVEL PATHM E T A L F E N C E S61°32'13"E 221.05'YARDHYDRANTSTEPSBRICK PAVER WALKWAYCONC.12 STEPS11 RISERSM U L C H E D P A T H MULCH PATHGRAVELPATHWOODFOOT-BRIDGEWET WEATHERDRAIN SWALECONC. SW SANITARYPUMPSTATIONN66°27'50"W 206.34'N67°18'14"W 478.04'N22 ° 3 2 ' 1 9 " E 1 9 0 . 0 5 'N66°15'41"W 681.66'N71°15'42"E 437.09' N 5 4 ° 4 6 ' 5 4 " E 2 5 6 . 1 4 'N65°22 '57 "E 200 .13 'S70°21'43"E 104.31'N43°01'55"E 114 .20 'S68°03'00"E12.04'WIERTOP=514.30'CONCRETEFLUMEFFE=543.49'FFE=543.47'FFE=543.44'FFE=543.49'FFE=543.42'FFE=543.46'FFE=543.46'FFE=543.46'FFE=543.47'FFE=543.46'FFE=543.47'FFE=543.49'FFE=543.49'FFE=543.49'FFE=543.49'FFE=529.62'FFE=530.12'52052552551553053554056055555054554053553052051551015" RCP1 5 " RCP15" RCP15" RCP 18" RCP18 " R C P 18 " R C P 18" RCP18" RCP12" RCP15" RCP15" RCP15" RCP 15" RCP15" RCP15" RCPMULCHPATHMULCHMULCHPATHSME T A L F E NC EMETAL FENCEMETAL FENCECHAIN-LINKFENCE C H A I N - L I N K F E N C E 10' x 10'CONCRETEDUMPSTER PADW/ FENCECONC. PAD(17' x 8')W/ AIRTRANSFERCONC. PAD(12.7' x 3.7')W/ GENERATORCONC. PAD(6.8'' x 7.8') W/TRANSFORMERENTRYRAMPCONCPADS (x3)BLOCK WALL(1.3' W)HC RAMPCONC WALL(1' W)REINFORCED CONC.CHAIN-LINK FENCE CHAIN-LINK FENCE C H A I N - L I N K F E N C E GRAVELPATHCHAIN - L INK FENCE ROCKARMORBIO-RETENTIONAREAUNDERGROUND DETENTIONAPPROX; PER ORIGINALCIVIL SITE PLANSTRUCTURENOT FOUNDPARKINGAREAPARKINGAREA51 5 52 0 525 53 5 530 5 3 5 5305255 3 5 5 4 0 53530" RCP30" RCPFESINV.=513.60 15" CPPMHDTOP=514.14'INV. IN=498.89' 30" RCPINV. IN=508.79' 15" RCPINV OUT=498.89' 30" RCP(15" RCP)SD INLET W/GRATE2.5' x 2.5'TOP=516.08'INV. IN=494.08' 30" RCPINV. IN=506.75' 15" CPP (from BIO)INV. IN=507.08 15" RCP (SE)INV OUT=494.08' 30" RCP15"RISER (2.5 x 2.5' GRATE)TOP=512.70'INV. IN=510.40' 6" PLASTIC (SW)INV. IN=509.40' 6" PLASTIC (NE)INV OUT=509.01' 15" CPPSAN SANSANSANSANSANITARY SEWERSERVICE PERFIELD-LOCATEDCLEAN-OUTSSANITARY SEWERSERVICE PER ORIG.CIVIL SITE PLAN(15"RCP)TEMPORARYGRADINGEASEMENTD.B. 2120 PG. 36325' GRADINGEASEMENTD.B. 2120 PG. 36335' ACCESSEASEMENTD.B. 2120 PG. 36310' SANITARY SEWEREASEMENTD.B. 2120 PG. 363APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442DRAINAGEEASEMENTD.B. 1427 PG. 610APPROX. LOCATIONWATERLINEEASEMENTD.B. 1423 PG. 433SHOWN AS PROPOSEDDRAINAGE EASEMENTON PLAT BY ROUDABUSH, GALE &ASSOCIATES, INC.XXST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W4'' W8'' W8'' WTMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-86ACOMMONWEALTH OF VIRGINIARIGHT OF WAY DIVISIONDB. 2014, PG. 024ZONED: R-6TMP 45-86THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 2096, PG. 111ZONED: C-1TMP 45-112FFOUNDATIONS LLCDB. 2834, PG. 001ZONED: R-6TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1TMP 45-90ANDERSON, JUDITH D &JANICE PEARL ANDERSONDB. WB128, PG. 063ZONED: R-6APPROX. 44' FUTURE R/W.RESERVED FOR FUTURE DEDICATION FORPUBLIC USE UPON DEMAND OF THE COUNTY.APPROX. LOCATION OFINTERMITTENT STREAM114575153XX XXXXX X X X X XXX XXXXX XXXXXXXXXUGPUGPX X XX X X XXXX XXXXXXXXXXXXXXUG T UG T UG T U G T U G T UG T UGT UG TOHPOHP W W W W W W W W W W8'' W8'' WBUS STOP SIGNAPPROX. LOCATION OFTREE CONSERVATION AREA0.28 AC (TOTAL 0.78 AC)SD CURB INLET W/ MHDTOP=517.82'INV. IN=511.62' 15" RCP (NW)INV. IN=511.67' 15" RCP (SW))INV. OUT=511.42' 15" RCPAPPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 238APPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 2388'' W 8'' W8'' W8'' W4'' W BIO-RETENTIONAREA(15"RCP)LIMITS OFCLEARING ANDGRADINGLIMITS OFCLEARING ANDGRADINGC2.0EXISTING 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\40204-CASPCA\DWG\Sheet\CD\EXISTING CONDITIONS.dwg | Plotted on 12/20/2018 1:37 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/180SCALE 1"=40'80'40'NOTESTHIS SHEET IS PROVIDED TO DEPICT EXISTING CONDITIONSFOR THE ENTIRE PARCELNAD 83 DTTTDTDDDDDDDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCE2 STORYBLOCK & HARDI-PLANK BUILDING(CASPCA FACILITY)3355 BERKMAR DRIVE5435455 5 0 550555545550 55 7 54 5 5 4 0 5 4 1 5 3 5 5 3 0 5 2 5 520 5 2 55305405355 3 0 5 2 5 5 2 0 5155155 1 5 515520525530535540535 530 513512510510SD CURB INLET W/GRATETOP (GRATE)=509.06'INV. IN=502.76' 18" RCP (NORTH)INV. IN=502.95' 18" RCP (WEST)INV. OUT=502.76' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.44'INV. OUT=506.26' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=508.60'INV. IN=504.00' 18" RCP (NORTH)INV. IN=504.33' 18" RCP (WEST)INV. OUT=504.02' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.20'INV. OUT=506.25' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=510.39'INV. OUT=507.89' 18" RCPMHDTOP=510.72'INV. IN=507.56' 18" RCP (EAST)INV. IN=507.30' 18" RCP (WEST)INV. OUT=506.62' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=511.34'INV. IN=508.81' 15" RCP (NORTH)IINV. OUT=508.41' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=513.88INV. IN=510.30' 15" RCP (NORTH)INV. IN=510.43' 15" RCP (WEST)INV. OUT=510.25' 15" RCPSD CURB INLET W/ MHDTOP=514.35'INV. OUT=510.75' 15" RCPSD CURB INLET W/ MHDTOP=525.52INV. IN=519.12' 15" RCPINV. OUT=519.02' 15" RCPSTR 'E'STR 'F'STR 'G'STR 'D'STR 'C'STR 'B'6" PVC6" PVCSTR 'A'FRAME SHED ON SKIDS METAL BUILDING MULCH P A THMULCH PATHGRAVEL PATHGRAVEL PATHM E T A L F E N C E YARDHYDRANTSTEPSBRICK PAVER WALKWAYCONC.12 STEPS11 RISERSM U L C H E D P A T H MULCH PATHPATHWOODFOOT-BRIDGEWET WEATHERDRAIN SWALECONC. SW SANITARYPUMPSTATIONN66°27'50"W 206.34'N67°18'14"W 478.04'N22 ° 3 2 ' 1 9 " E 1 9 0 . 0 5 'N66°15'41"W 681.66'N54°46'54"E 256.14'N65°22 '57 "E 200 .13 'S68°03'00"EWIERTOP=514.30'CONCRETEFLUMEFFE=543.49'FFE=543.47'FFE=543.44'FFE=543.49'FFE=543.42'FFE=543.46'FFE=543.46'FFE=543.46'FFE=543.47'FFE=543.46'FFE=543.47'FFE=543.49'FFE=543.49'FFE=543.49'FFE=543.49'FFE=529.62'FFE=530.12'52052552551553053554053051551015" RCP1 5 " RCP15" RCP15" RCP 18" RCP18 " R C P 18 " R C P 18" RCP18" RCP12" RCP15" RCP15" RCP15" RCP 15" RCP15" RCP15" RCPMULCHPATHMULCHMULCHPATHSME T A L F E NC EMETAL FENCEMETAL FENCECHAIN-LINKFENCECHAIN-LINKFENCE 10' x 10'CONCRETEDUMPSTER PADW/ FENCECONC. PAD(17' x 8')W/ AIRTRANSFERCONC. PAD(12.7' x 3.7')W/ GENERATORCONC. PAD(6.8'' x 7.8') W/TRANSFORMERENTRYRAMPCONCPADS (x3)BLOCK WALL(1.3' W)HC RAMPCONC WALL(1' W)REINFORCED CONC.CHAIN-LINKFENCE CHAIN-LINKFENCE CHAIN-L I N K FENCE GRAVELPATHCHAIN - L INKFENCE ROCKARMORUNDERGROUND DETENTIONAPPROX; PER ORIGINALCIVIL SITE PLANSTRUCTURENOT FOUNDPARKINGAREAPARKINGAREA51 5 52 0 525 5 3 5 530 5 3 5 5305255 3 5 5 4 0 53530" RCP30" RCPFESINV.=513.60 15" CPPMHDTOP=514.14'INV. IN=498.89' 30" RCPINV. IN=508.79' 15" RCP(15" RCP)SD INLET W/GRATE15"RISER (2.5 x 2.5' GRATE)TOP=512.70'INV. IN=510.40' 6" PLASTIC (SW)INV. IN=509.40' 6" PLASTIC (NE)INV OUT=509.01' 15" CPPSANSAN SANSANSANSANSANSANSANSANITARY SEWERSERVICE PERFIELD-LOCATEDCLEAN-OUTSSANITARY SEWERSERVICE PER ORIG.CIVIL SITE PLAN35' ACCESSEASEMENTD.B. 2120 PG. 36310' SANITARY SEWEREASEMENTD.B. 2120 PG. 363APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442DRAINAGEEASEMENTD.B. 1427 PG. 610APPROX. LOCATIONWATERLINEEASEMENTD.B. 1423 PG. 433SHOWN AS PROPOSEDDRAINAGE EASEMENTON PLAT BY ROUDABUSH, GALE &ASSOCIATES, INC.XXXST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W 4'' W4'' W8'' W8'' WTMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1APPROX. 44' FUTURE R/W.RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPONDEMAND OF THE COUNTY.APPROX. LOCATION OFINTERMITTENT STREAM114575153X XXXXX XXXX X X X X X X XXXX X XXXXXX XXXXXXXXXXX UGPUGPUGPX X X X X XXXXXXXXXXUGTUGPUGPXXXXXXXXXXXUG T UG T UG T UG T UG T UG T U G T UG T UGT UG T UG TOHPOHP GW W W W W W W W W W W W8'' W8'' WWBUS STOP SIGNSD CURB INLET W/ MHDTOP=517.82'INV. IN=511.62' 15" RCP (NW)INV. IN=511.67' 15" RCP (SW))INV. OUT=511.42' 15" RCPAPPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 238APPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 2388'' W 8'' W 8'' W8'' W8'' W 8'' W 4'' W REMOVE EX.SIDEWALK ANDCG-6.SAWCUT CG-6 &SIDEWALK ATNEAREST JOINTREMOVE EX. CG-6 &SAWCUT AT NEAREST JOINTREMOVE HARDSCAPEREMOVE FENCEREMOVE FENCEREMOVEGRAVEL PATHREMOVEMULCH PATHREMOVE FENCEREMOVE HARDSCAPEAND CURBXXXXXXXREMOVE TREEREMOVE LIGHTFIXTUREREMOVE TREEREMOVE STAIRSNEWTREELINEXXPOSSIBLE LOCATIONOF EX. W/M BASED ONEASEMENT RECORDS.REMOVE W/MREMOVE LIGHTFIXTUREREMOVE LIGHTFIXTUREADJUST EX.STRUCTURETO GRADEADJUST EX.STRUCTURE TOGRADE ANDCONVERT TO MHREMOVEUTILITY LINENEW TREELINENEW TREELINENEW TREELINEXXABANDONEXISTINGWATER METERABANDON EXISTING4" WATER LINEC2.1DEMOLITION 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\40204-CASPCA\DWG\Sheet\CD\DEMOLITION PLAN.dwg | Plotted on 12/20/2018 1:39 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/180SCALE 1"=30'60'30'REMOVE SURFACE FEATUREREMOVE LINEAR FEATUREXREMOVE FEATUREDEMOLITION LEGENDSITE/CIVIL GENERAL DEMOLITION NOTESTHIS SHEET IS PROVIDED TO DEPICT DEMOLITION PLAN1.NO DEMOLITION CAN BEGIN UNTIL ALL EROSION AND SEDIMENTCONTROLS ARE IN PLACE, AND ARE APPROVED BY AN EROSION ANDSEDIMENT CONTROL INSPECTOR.2.ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THEMOST CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL LAWS ANDREGULATIONS, INCLUDING BUT NOT LIMITED TO:a.ENVIRONMENTAL PROTECTION AGENCY (EPA)b.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)c.VIRGINIA OCCUPATIONAL AND SAFETY HEALTH COMPLIANCEPROGRAM (VOSH ENFORCEMENT)d.VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACTe.NATIONAL EMISSIONS STANDARDS FOR HAZARDOUS AIRPOLLUTANTS (NESHAPS)f.NATIONAL INSTITUTE OF OCCUPATIONAL SAFETY AND HEALTH(NIOSH).3.PRIOR TO COMMENCING NEW WORK, THE CONTRACTOR SHALLDOCUMENT THE CONDITION OF ADJACENT AREAS AND PROTECT THOSETHEM FROM DAMAGE. IF ADJACENT AREAS ARE DAMAGED DURINGDEMOLITION AND/OR CONSTRUCTION ACTIVITIES THEY SHALL BERESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONALCOST TO THE OWNER.4.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'SREPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALSDURING DEMOLITION OR CONSTRUCTION ACTIVITIES. THECONTRACTOR SHALL DOCUMENT THE ENCOUNTER AND THE MATERIALSFOR THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TOTHE APPROPRIATE ACTION(S) TO BE TAKEN IN ACCORDANCE WITH THEPROJECT SPECS.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATIONWITH UTILITY COMPANIES AND THE IMPLEMENTATION OFUTILITY-RELATED WORK.6.DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TOBE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TOOTHER SITE DEMOLITION. DISCONNECTION SHALL BE PERFORMMED INFULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THEREQUIREMENTS OF THE UTILITY PURVEYORS.a.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATIONWITH THE UTILITY PURVEYORS, PAYMENT OF ASSOCIATED FEESAND PROCUREMENT OF ALL NECESSARY PERMITS.b.THE CONTRACTOR IS RESPONSIBLE FOR ALL PRIVATE UTILITYRELOCATION THAT IS NECESSARYTO PERFORM THEIR WORK.7.THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TOEXISTING ON-SITE UTILITY FACILITIES. ACTIVE UTILITY FACILITIESENCOUNTERED DURING DEMOLITION AND/OR CONSTRUCTION SHALL BESHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'SREPRESENTATIVE.8.DURING DEMOLITION AND/OR CONSTRUCTION, THE CONTRACTOR SHALLIMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPONENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEMSTRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALLDOCUMENT ANY UTILITIES OR UTILITY SYSTEM STRUCTURESTO THEOWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THEAPPROPRIATE ACTION(S) TO BE TAKEN. DO NOT DISTURB EXISTINGUTILITY SYSTEMS WITHOUT OWNER PERMISSION.9.THE CONTRACTOR SHALL BACKFILL EXCAVATED AREAS WITHAPPROVED MATERIALS AS PER THE REQUIREMENTS OF VIRGINIADEPARTMENT OF TRANSPORTATION.10.TREE PROTECTION, AS REQUIRED, SHALL BE INSTALLED PRIOR TOSTARTING DEMOLITION.SITE SPECIFIC DEMOLITION NOTES1.IN ALL AREAS WHERE NEW CONSTRUCTION MEETS EXISTING FACILITIES,A SMOOTH, CLEAN, EVEN TRANSITION SHALL BE FORMED. ALLPAVEMENT MATCH LINES SHALL BE SAWCUT TO FULL DEPTH ANDPROPERLY SEALED, PER SPECIFICATIONS.2.DEMOLITION SHOWN HEREIN IS INTENDED TO SHOW MAJOR DEMOLITIONOPERATIONS THAT ARE TO BE COMPLETED INITIALLY AS PART OF THISPROJECT. IT IS NOT A COMPLETE DEMOLITION SCOPE FOR THISPROJECT, AS APPLICABLE LANGUAGE OF THIS CONTRACT, SPECS,AND/OR REQUIRED PERMITS SHALL ALSO APPLY.3.CONTRACTOR SHALL EMPLOY PROPER METHODS OF SOIL EROSION &SILTATION CONTROL IN ACCORDANCE WITH THESE PLANS AND ALLREQUIREMENTS OF ANY AGENCIES HAVING JURISDICTION.4.IN GENERAL, ALL EXISTING ITEMS THAT CONFLICT WITH PROPOSEDWORK, SHALL BE ADJUSTED OR RELOCATED TO FACILITATECONSTRUCTION. EXISTING FEATURES TO REMAIN MAY BETEMPORARILY RELOCATED AND/OR ADJUSTED DURING CONSTRUCTION.CONTRACTOR TO RESTORE TO ORIGINAL CONFIGURATION ANDCONDITION, IF DISTURBED. SUCH FEATURES MAY INCLUDE CURB,PAVEMENT, HARDSCAPE, SIGNS, LIGHT FIXTURES, WALLS AND OTHERFEATURES THAT MAY BE DISTURBED DURING DEMOLITION AND/ORCONSTRUCTION ACTIVITIES.5.UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH THECONSTRUCTION SEQUENCE INDICATED HEREIN, THE CONTRACTORSHALL REMOVE AND DISPOSE OF LEGALLY OR TEMPORARY RELOCATE,ALL ABOVE OR BELOW GROUND FEATURES WITHIN THE PROJECT AREAIDENTIFIED HEREBY WITHIN, AS REQUIRED TO PERFORM THE WORK.THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:a.LIGHTING FIXTURES AND ASSOCIATED CONCRETE BASESb.ANY FENCINGc.RETAINING WALLSd.TREES (WHICH ARE DIRECTLY IMPACTED BY CONSTRUCTION ANDNOT INDICATED ELSEWHERE TO REMAIN)e.EQUIPMENT PADS/CONCRETE SLABSf.SIDEWALKS/ROADWAYS/CURBING/STAIRSg.SITE FURNISHINGS (TRASH CAN, BENCHES, ASH RECEPTACLES,ETC)h.SITE/TRAFFIC SIGNAGEi.ANY OTHER ITEMS THAT ARE ENCOUNTERED AND NOT LISTEDABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'SREPRESENTATIVE OR ENGINEER PRIOR TO PROCEEDING WITH ITSRELOCATION/DEMOLITION.6.ALL UTILITY SYSTEMS SHALL BE PROTECTED AND REMAIN IN SERVICETHROUGHOUT THE DURATION OF DEMOLITION AND CONSTRUCTION,EVEN IF THE SYSTEM IS REQUIRED TO BE MODIFIED BY THESE PLANS.7.DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THECONTRACTOR SHALL VERIFY THAT THE EXISTING SEWER STRUCTURESARE IN WORKING CONDITION AND WILL ALLOW FOR PROPERCONNECTION TO PROPOSED SEWER. THE CONTRACTOR SHALLIMMEDIATELY NOTIFY AND DOCUMENT THE CONDITION OF THESTRUCTURE TO THE OWNERS REPRESENTATIVE AND OBTAIN DIRECTIONAS TO THE APPROPRIATE ACTION(S) TO BE TAKEN.NAD 83 SAFE WORK ENVIRONMENTCONTRACTOR SHALL PROVIDE ADEQUATE SITEPROTECTION AND WORK AREA SECURITY AT ALL TIMES.THE LIMITS OF WORK ARE WITHIN AN ACTIVE ANIMALSHELTER, WHICH IS SUBJECT TO REGULAR PEDESTRIANAND VEHICULAR TRAFFIC. DTTTDTDDDDDDDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCEYARDHYDRANTN66°27'50"W 206.34'N67°18'14"W 478.04'N22 ° 3 2 ' 1 9 " E 1 9 0 . 0 5 'N66°15'41"W 681.66'N54°46'54"E 256.14'N65°22 '57 "E 200 .13 'S68°03'00"ESANSAN SANSANSANITARY SEWERSERVICE PER ORIG.CIVIL SITE PLAN35' ACCESSEASEMENTD.B. 2120 PG. 36310' SANITARY SEWEREASEMENTD.B. 2120 PG. 363APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442DRAINAGEEASEMENTD.B. 1427 PG. 610APPROX. LOCATIONWATERLINEEASEMENTD.B. 1423 PG. 433SHOWN AS PROPOSEDDRAINAGE EASEMENTON PLAT BY ROUDABUSH, GALE &ASSOCIATES, INC.ST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W 4'' W4'' W8'' W8'' WTMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1APPROX. 44' FUTURE R/W.RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPONDEMAND OF THE COUNTY.APPROX. LOCATION OFINTERMITTENT STREAM114575X XXXXX XXXXXXXXX XXXXXXXXX X X X X XXXXXXXXXXUGTUGPUGPXXXXXXXUG T UG T UG T UG T UG T UG T U G T UG T UGT UG T UG TOHPOHP G8'' W8'' WBUS STOP SIGNAPPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 238APPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 2388'' W 8'' W 8'' W8'' W8'' W 8'' W 4'' W 56516699PROPOSED S/WPROPOSED ADDITION5859PROPOSED 10'X13'DUMPSTER AREAEX. BIORETENTIONEMERGENCYVEHICLE ACCESSGRASSPAVELOADINGSPACEPROPOSEDADDITIONSPROPOSEDADDITIONSPROPOSEDCANOPYRETAINING WALL6' MAX HEIGHTWITH HR-130' LANDSCAPEBUFFER50' BUILDINGSETBACK50' BUILDINGSETBACKPROP 4x9 BUS STOP CONCPAD, MATCH CONC S/WSECTION(SUBJECT TO VDOT &TRANSIT APPROVAL)10' FRONT SETBACKR5'R3'R3'R3'R3'R3'R3'R5'R5'R5'R5'R5'R5'R5'TIE TO EXISTINGCURB, GUTTERAND SIDEWALKTIE TO EXISTINGCURB, GUTTERAND SIDEWALKR5'R2.5'R42'R5'R4.5'R4.5'R312'R3'R5'R2.3'R5'R5'TIE TO EXISTINGCURB ANDGUTTERTIE TO EXISTINGCURB ANDGUTTERCG-6CG-6 C G - 6 R CG-6 C G - 6CG-6R C G - 6 R CG-6CG-2CG-6RCG-6REX. FH.SSSSSDECBAPROP TREELINERETAINING WALL6' MAX HEIGHTWITH HR-1CG-12(TYP)2 STORYBLOCK & HARDI-PLANK BUILDING(CASPCA FACILITY)3355 BERKMAR DRPROP TREELINEPROPERTY LINEFHCG - 1 1 EP STOP SIGN8''W8''W8''WS9'2 4 '16'24'9'18' 24' 18'9'265' TO P / L 215'(210' TO 44' R/W)24' 24'43.23'47.19'70'32'(28' TO 44'FUTURE R/W)25'15'5.5'GUARDRAILBUMPERBLOCK (TYP)2'8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER4''W 8''W8''W8''WGATE VALVEDDDD1C31C21C13A2H2F2E1D1C1B2G2A2D2C2B4497446744503567309129402976280627452772256525282504244826053038358342334105413842503614313933793548350335073510364236353613360035013482338333643499341732963270325631173162317535132764278731152560254231333382C3.0SITE LAYOUTJOB 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\40204-CASPCA\DWG\Sheet\CD\SITE PLAN.dwg | Plotted on 12/20/2018 1:40 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 NAD 830SCALE 1"=30'60'30'PAVEMENT SECTION1.VERIFY CBR FOR PAVEMENT SECTION PRIOR TO CONSTRUCTION2.COORDINATE EX PAVEMENT SECTION (WHEN DETERMINED) WITH ENGINEER TO VERIFY COMPATABILITY.HEAVY DUTY ASPHALTTO BE USED IN DRIVE AISLES ANDMAIN ACCESS ROADSTANDARD PARKING ASPHALTTO BE USED IN PARKING SPACES1.5" SM-9.5ALBITUMINOUS CONCRETESURFACE.3" BM-25 BITUMINOUSCONCRETE BASE LAYER. 6" 21A STONECOMPACTED TO >95%.SUB-GRADE COMPACTEDTO A MINIMUM OF 95%MAXIMUM PROCTORDENSITY.2" SM-9.5A BITUMINOUSCONCRETE SURFACE. 6" 21A STONECOMPACTED TO >95%.SUB-GRADE COMPACTEDTO A MINIMUM OF 95%MAXIMUM PROCTORDENSITY.2" IM-19A INTERMEDIATECOURSEDUMPSTER PAD CONCRETE SECTION1.VERIFY CBR FOR PAVEMENT SECTION PRIOR TOCONSTRUCTION2.CONCRETE PAD PROVIDED FOR LOADING AND RUBBISH AREA.CONCRETE PAD DETAILTO BE USED AT DUMPSTER PAD6" CONC. PAD3,500 PSI 6" 21A STONECOMPACTED TO >95%.SUB-GRADE COMPACTEDTO A MINIMUM OF 95%MAXIMUM PROCTORDENSITY.6X6 - W2.12.1 W.W.F#4 REBAR AT 24" O.C.NOTES1.THE PURPOSE OF THIS SHEET IS TO DEPICT SITE LAYOUT.REFER TO SHEET C3.1 FOR GRADING PLAN AND UTILITIES. DTTTDTDDDDDDDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCE2 STORYBLOCK & HARDI-PLANK BUILDING(CASPCA FACILITY)3355 BERKMAR DRIVE5435455 5 0 550555545550 55 7 54 5 5 4 0 5 4 1 5 3 5 5 3 0 5 2 5 520 5 2 55305405355 3 0 5 2 5 5 2 0 5155155 1 5 515520525530535540535 530 513512510510SD CURB INLET W/GRATETOP (GRATE)=509.06'INV. IN=502.76' 18" RCP (NORTH)INV. IN=502.95' 18" RCP (WEST)INV. OUT=502.76' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.44'INV. OUT=506.26' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=508.60'INV. IN=504.00' 18" RCP (NORTH)INV. IN=504.33' 18" RCP (WEST)INV. OUT=504.02' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.20'INV. OUT=506.25' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=510.39'INV. OUT=507.89' 18" RCPMHDTOP=510.72'INV. IN=507.56' 18" RCP (EAST)INV. IN=507.30' 18" RCP (WEST)INV. OUT=506.62' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=511.34'INV. IN=508.81' 15" RCP (NORTH)IINV. OUT=508.41' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=513.88INV. IN=510.30' 15" RCP (NORTH)INV. IN=510.43' 15" RCP (WEST)INV. OUT=510.25' 15" RCPSD CURB INLET W/ MHDTOP=514.35'INV. OUT=510.75' 15" RCPSD CURB INLET W/ MHDTOP=525.52INV. IN=519.12' 15" RCPINV. OUT=519.02' 15" RCPSTR 'E'STR 'F'STR 'D'STR 'C'STR 'B'6" PVC6" PVCSTR 'A'FRAME SHED ON SKIDS METAL BUILDING MULCH P A THMULCH PATHM E T A L F E N C E YARDHYDRANTSTEPSBRICK PAVER WALKWAYCONC.12 STEPS11 RISERSM U L C H E D P A T H MULCH PATHPATHWOODFOOT-BRIDGEWET WEATHERDRAIN SWALECONC. SW SANITARYPUMPSTATIONN66°27'50"W 206.34'N67°18'14"W 478.04'N22 ° 3 2 ' 1 9 " E 1 9 0 . 0 5 'N66°15'41"W 681.66'N54°46'54"E 256.14'N65°22 '57 "E 200 .13 'S68°03'00"EWIERTOP=514.30'CONCRETEFLUMEFFE=543.49'FFE=543.47'FFE=543.44'FFE=543.49'FFE=543.42'FFE=543.46'FFE=543.46'FFE=543.46'FFE=543.47'FFE=543.46'FFE=543.47'FFE=543.49'FFE=543.49'FFE=543.49'FFE=543.49'FFE=529.62'FFE=530.12'52052552551553053554053051551015" RCP1 5 " RCP15" RCP15" RCP 18" RCP18 " R C P 18 " R C P 18" RCP18" RCP12" RCP15" RCP15" RCP15" RCP 15" RCP15" RCPMETAL FENCECHAIN-LINKFENCECHAIN-LINKFENCE CONC. PAD(17' x 8')W/ AIRTRANSFERCONC. PAD(12.7' x 3.7')W/ GENERATORCONC. PAD(6.8'' x 7.8') W/TRANSFORMERENTRYRAMPCONCPADS (x3)BLOCK WALL(1.3' W)HC RAMPCONC WALL(1' W)CHAIN-LINKFENCE CHAIN-LINKFENCE CHAIN-L I N K FENCE GRAVELPATHCHAIN - L INKFENCE ROCKARMORUNDERGROUND DETENTIONAPPROX; PER ORIGINALCIVIL SITE PLANSTRUCTURENOT FOUNDPARKINGAREA51 5 52 0 525 5 3 5 530 5 3 5 5305255 3 5 5 4 0 53530" RCP30" RCPFESINV.=513.60 15" CPPMHDTOP=514.14'INV. IN=498.89' 30" RCPINV. IN=508.79' 15" RCP(15" RCP)SD INLET W/GRATE15"RISER (2.5 x 2.5' GRATE)TOP=512.70'INV. IN=510.40' 6" PLASTIC (SW)INV. IN=509.40' 6" PLASTIC (NE)INV OUT=509.01' 15" CPPSANSAN SANSANSANSANSANSANSANSANITARY SEWERSERVICE PERFIELD-LOCATEDCLEAN-OUTSSANITARY SEWERSERVICE PER ORIG.CIVIL SITE PLAN35' ACCESSEASEMENTD.B. 2120 PG. 36310' SANITARY SEWEREASEMENTD.B. 2120 PG. 363APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442APPROX. LOCATION10' VIRGINIA POWEREASEMENTD.B. 1425 PG. 442DRAINAGEEASEMENTD.B. 1427 PG. 610APPROX. LOCATIONWATERLINEEASEMENTD.B. 1423 PG. 433SHOWN AS PROPOSEDDRAINAGE EASEMENTON PLAT BY ROUDABUSH, GALE &ASSOCIATES, INC.ST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W 4'' W4'' W8'' W8'' WTMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1APPROX. 44' FUTURE R/W.RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPONDEMAND OF THE COUNTY.APPROX. LOCATION OFINTERMITTENT STREAM114575X XXXXX XXXXXXXXX XXXXXXXXX X X X X XXXXXXXXXXUGTUGPUGPXXXXXXXUG T UG T UG T UG T UG T UG T U G T UG T UGT UG T UG TOHPOHP GW W W W W W W W W W W W8'' W8'' WWBUS STOP SIGNSD CURB INLET W/ MHDTOP=517.82'INV. IN=511.62' 15" RCP (NW)INV. IN=511.67' 15" RCP (SW))INV. OUT=511.42' 15" RCPAPPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 238APPROX. LOCATION ACSA WATERLINEEASEMENTD.B. 2785 PG. 2388'' W 8'' W 8'' W8'' W8'' W 8'' W 4'' WSSSS SSANSANSANSANDECBA8" PVC8" PVC8" PVC8" PVC8" PVC 8''W8''W8''WSSAN8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER4''W 8''W8''W8''WGATE VALVEDDD5255305355 3 5535535526527528530535540520520524520520525530517518519521522523524526527528529525 550555530528529531525529535532533534536D1C31C21C13A2H2F2E1D1C1B2G2A2D2C2B1 5 " R C P 1 5 " R C P 15" RCP15" RCP15" RCP15" RCP15" RCP 6 0 " R C P 15" DIP15" RCP 15" RCP 15" RCP84" RCP449744674450356730912940297628062745277225652528250424482605303835834233410541384250361431393379354835033507351036423635361336003501348233833364349934173296327032563117316231753513MANHOLE PROVIDEDFOR FUTUREDEVELOPMENTWATERLINE STUB &BLOW OFF VALVEPROVIDED FOR FUTUREDEVELOPMENTREPLACE EX MH TOPWITH GRATE TOPCONNECT TO EXWATER SERVICEINSTALLSTORMCEPTORIN INLETINSTALLSTORMCEPTORIN INLET2764SWM FACILITYSWMFACILITYEX FHFHREPLACE RCP WITH DIPUNDER PROP BLDGREPLACE WITH MH TOPADJUST TO MATCHPROP GRADEPROP DI-3C TO TIE TOEX PIPE.INV = 535.25TOP = 541.65PROPOSED ADDITIONPROPOSEDADDITIONSPROPOSEDADDITIONSPROPOSEDCANOPY20' ACSAEASEMENT2787CONNECTTO EX-1(EX STRM)INTERCEPTEX STRM535532533534536PROPOSED2:1 SLOPESPROPOSED2:1 SLOPESPROPOSED2:1 SLOPESRETAINING WALL6' MAX HEIGHTWITH HR-1RETAINING WALL6' MAX HEIGHTWITH HR-13115256025423133GUARDRAILD3382C3.1GRADING & UTILITY 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\40204-CASPCA\DWG\Sheet\CD\GRADING & UTILITY PLAN.dwg | Plotted on 12/20/2018 1:41 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/180SCALE 1"=30'60'30'GRADING & DRAINAGE PLAN NOTESTHIS SHEET FOR GRADING AND STORM DRAINAGE1.SPOT ELEVATIONS IN PARKING/ROAD AREAS ARE PROVIDED ATEDGE OF PAVEMENT2.SIDEWALK CROSS SLOPE TO BE 2%, PER SIDEWALK DETAIL3.CURB DESIGNATED WITH A 'R' (CG-6R, CG-7R) REPRESENTS AREVERSE GUTTER PAN, WITH 2% SLOPE AWAY FROM THE CURB.4.TRANSITION FROM CG-6 TO CG-6R OR CG-6R TO CG-7R OVER 5'5.ALL CG-12 RAMPS TO HAVE 1:20 GUTTER SLOPE (OR LESS) ATGUTTER PAN6.SITE INCLUDES AN EX. BIORETENTION FACILITY ANDSTORMWATER DETENTION FACILITY.7.WATER SERVICE IS RELOCATED AND PROPOSED STUB OUT ISPROVIDED FOR FUTURE DEVELOPMENT.8.SANITARY MANHOLE E IS PROVIDED FOR FUTUREDEVELOPMENT.NAD 83 C3.2SITE DETAILSJOB 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\40204-CASPCA\DWG\Sheet\CD\SITE DETAILS.dwg | Plotted on 12/20/2018 1:42 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18GRASSPAVE IS PROPOSED FOR EMERGENCY ACCESS VEHICLES INAREAS DEPICTED ON SHEET C3.0ALTERNATE PRODUCT MAY BE USED, IF SUBMITTED AND APPROVEDNOTES:-WHEN CG-6R IS DENOTED, GUTTER SLOPE TO BE 2% IN THE REVERSE DIRECTION C3.3SITE DETAILSJOB 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\40204-CASPCA\DWG\Sheet\CD\SITE DETAILS.dwg | Plotted on 12/20/2018 1:42 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18No ScalePARKING SIGNS ACCESSIBLE SPACESSPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FORPHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKINGSPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITHGREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL.VA. SIGN FOR THE DISABLED ON 0.80 GAUGEALUMINUM. COLORS: GREEN BORDER &LEGEND, BLUE SYMBOL FOR ACCESSIBILITY,WHITE BACKGROUND. C3.4SITE DETAILSJOB 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\40204-CASPCA\DWG\Sheet\CD\SITE DETAILS.dwg | Plotted on 12/20/2018 1:42 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 DTTDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCE2 STORYBLOCK & HARDI-PLANK BUILDING(CASPCA FACILITY)3355 BERKMAR DRIVESD CURB INLET W/GRATETOP (GRATE)=509.06'INV. IN=502.76' 18" RCP (NORTH)INV. IN=502.95' 18" RCP (WEST)INV. OUT=502.76' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.44'INV. OUT=506.26' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=508.60'INV. IN=504.00' 18" RCP (NORTH)INV. IN=504.33' 18" RCP (WEST)INV. OUT=504.02' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.20'INV. OUT=506.25' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=510.39'INV. OUT=507.89' 18" RCPMHDTOP=510.72'INV. IN=507.56' 18" RCP (EAST)INV. IN=507.30' 18" RCP (WEST)INV. OUT=506.62' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=511.34'INV. IN=508.81' 15" RCP (NORTH)IINV. OUT=508.41' 18" RCPSD CURB INLET W/ MHDTOP=525.52INV. IN=519.12' 15" RCPINV. OUT=519.02' 15" RCPSTR 'E'STR 'F'STR 'D'6" PVC6" PVCSTR 'A'FRAME SHED ON SKIDS METAL BUILDING MULCH P A THMULCH PATHM E T A L F E N C E STEPSBRICK PAVER WALKWAYCONC.12 STEPS11 RISERSM U L C H E D P A T HWET WEATHERDRAIN SWALECONC. SW SANITARYPUMPSTATIONN66°27'50"W 206.34'N67°18'14"W 478.04'N54°46'54"E 256.14 WIERTOP=514.30'CONCRETEFLUMEFFE=543.49'FFE=543.47'FFE=543.44'FFE=543.49'FFE=543.42'FFE=543.46'FFE=543.46'FFE=543.46'FFE=543.47'FFE=543.46'FFE=543.47'FFE=543.49'FFE=543.49'FFE=543.49'FFE=543.49'FFE=529.62'FFE=530.12'18" RCP18 " R C P 18 " R C P 18" RCP18" RCP12" RCP15" RCP15" RCP15" RCP 15" RCP15" RCPMETAL FENCECHAIN-LINKFENCECHAIN-LINKFENCE CONC. PAD(17' x 8')W/ AIRTRANSFERCONC. PAD(12.7' x 3.7')W/ GENERATORCONC. PAD(6.8'' x 7.8') W/TRANSFORMERENTRYRAMPCONCPADS (x3)BLOCK WALL(1.3' W)HC RAMPCONC WALL(1' W)CHAIN-LINKFENCE CHAIN-LINKFENCE BIO-RETENTIONAREAUNDERGROUND DETENTIONAPPROX; PER ORIGINALCIVIL SITE PLANSTRUCTURENOT FOUNDFESINV.=513.60 15" CPP15"RISER (2.5 x 2.5' GRATE)TOP=512.70'INV. IN=510.40' 6" PLASTIC (SW)SANSAN SANSANSANSANSANSANSANSANITARY SEWERSERVICE PERFIELD-LOCATEDCLEAN-OUTSSANITARY SEWERSERVICE PER ORIG.CIVIL SITE PLANST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W 4'' W4'' W8'' W8'' WTMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1APPROX. LOCATION OFINTERMITTENT STREAM4575X XXXXX XXXXXXX XX XXXUGTUGPXXXXXXXUG T UG T UG T UG T UG T UGT UG T UG TOHP GW W W W W W WW 8'' W 8'' W8'' W8'' W 8'' W 4'' W DDD1C31C21C13A2H2F2E1D1C2G2A2D2C2B3567309129402976280627452772256525282504244826053038358342334105413842503614313933793548350335073510364236353613360035013482338333643499341732963270325631173513MANHOLE PROVIDEDFOR FUTUREDEVELOPMENTWATERLINE STUB &BLOW OFF VALVEPROVIDED FOR FUTUREDEVELOPMENTCONNECT TO EXWATER SERVICEINSTALLSTORMCEPTORIN INLETINSTALLSTORMCEPTORIN INLET2764SWM FACILITYSWMFACILITYEX FHFHPROPOSED ADDITIONPROPOSEDADDITIONSPROPOSEDADDITIONSPROPOSEDCANOPY20' ACSAEASEMENT2787INTERCEPTEX STRMPROPOSED2:1 SLOPESPROPOSED2:1 SLOPESRETAINING WALL6' MAX HEIGHTWITH HR-125423133GUARDRAILD3382R5'R3'R3'R3'R3'R3'R3'R5'R5'R5'R5'R5'R5'R42'R5'R4.5'R4.5'R312'R5'R5'SSSSSSANSANSANSANDECBA8" PVC8" PVC8" PVC8" PVC8" PVC 8''W8''W8''WSSAN9'2 4 '16'24'18' 24' 18'9'265' TO P / L 215'(210' TO 44' R/W)24'47.19'70'32'(28' TO 44'FUTURE R/W)25'15'5.5'2'8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER4''W 8''W8''W8''WGATE VALVEBIO-RETENTIONAREALIMITS OFCLEARING ANDGRADING10+0011+0012+0013+00 13+18.12 4854904955005055105155205255305354854904955005055105155205255305359+8010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5015+70A: 48" MANHOLE STA 10+84.18 INV IN 510.33 (BA) INV OUT 506.12 () B: 48" MANHOLE STA 12+49.49 INV IN 511.31 (CB) INV OUT 511.31 (A) E: 48" MANHOLE STA 15+46.70 INV OUT 519.16 (33)AEX84.18' OF8" PVC@ 1.00%BA165.31' OF8" PVC@ 0.59%ED61.01' OF8" PVC@ 1.39%ATOP 516.28 HT: 10.2'BTOP 517.95 HT: 6.6'ETOP 525.05 HT: 5.9'DTOP 528.14 HT: 14.3'CTOP 517.04 HT: 3.8' D: 48" MANHOLE STA 13+67.96 INV IN 517.41 (ED (1)) INV OUT 513.80 (C) C: 48" MANHOLE STA 13+18.87 INV IN 513.52 (DC) INV OUT 513.21 (B)DC49.48' OF8" PVC@ 0.57%CB69.38' OF8" PVC@ 2.73%5105155205255305355105155205255305359+8010+0010+5011+0011+5012+0012+5013+0013+253.5' MIN6" DIPSTA 10+50 45° BENDSTA 10+00 CONNECT TO EXISTING(TEST PIT REQUIRED)STA 12+01 90° BEND STA 12+71 45° BEND STA 13+02 45° BEND STA 13+18 BUILDING CONNECTION REF MEP PLANS STA 11+73.95 FHA 4" DIPSTA 12+71 6x6 TEE, TO W/M 'A'4X6 REDUCER PUBLICPRIVATETHIS SANITARY SYSTEM IS PROVIDED FOR FUTURE DEVELOPMENTEX SSWR PUMP STATION STA 11+03.21STRM X-ING STA 13+31.88STRM X-ING PROVIDE INSIDE DROPCONNECTIONSTA 11+89, 6x6 TEE FROM 'B' STA 10+00, BLOW OFF VALVE 3.5' MINTHIS WATER LINE IS PROVIDED FOR FUTURE DEVELOPMENTWATERLINE 'A'WATERLINE 'B'5105155205255305105155205255306" DIP10+0010+5011+0011+5012+00PROFILE SCALE005010C4.0UTILITY PROFILESJOB 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\40204-CASPCA\DWG\Sheet\CD\PROFILES.dwg | Plotted on 12/20/2018 1:43 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/180SCALE 1"=30'60'30'NAD 83STANDARD PROFILE LEGEND:EX. GRADEPROP. GRADEINV OUT=89.57 (18" 1AB) INV IN=89.67 (18" 1BC) 1B: DI-3B 4' THROAT STA. 10+00 INLET LENGTHSTRUCTURE TYPEUPSTREAM STRUCTUREPIPE SIZEDOWNSTREAM STRUCTUREATOP 95.00 HT: 5.0'STRUCTURE IDHEIGHT (TOP - INV OUT)TOPELEVATION C4.1UTILITY DETAILSJOB 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\40204-CASPCA\DWG\Sheet\CD\PROFILES.dwg | Plotted on 12/20/2018 1:43 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 C4.2UTILITY DETAILSJOB 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\40204-CASPCA\DWG\Sheet\CD\PROFILES.dwg | Plotted on 12/20/2018 2:18 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 DTDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODD2 STORYBLOCK & HARDI-PLANK BUILDING(CASPCA FACILITY)3355 BERKMAR DRIVESTR 'E'STR 'F'STR 'D'6" PVC6" PVCMULCH PATHM E T A L F E N C E CONC.12 STEPS11 RISERSM U L C H E CONC. SW N66°27'50"W 206.34'N67°18'14"W 478.04'N22°32'19"E 190.05'S68°03'00"EWIERTOP=514.30'CONCRETEFLUMEFFE=543.49'FFE=543.47'FFE=543.44'FFE=543.49'FFE=543.42'FFE=543.47'FFE=543.49'FFE=543.49'FFE=543.49'FFE=543.49'FFE=529.62'FFE=530.12'15" RCP15" RCPMETAL FENCECHAIN-LINKFENCE CONC. PAD(17' x 8')W/ AIRTRANSFERCONC. PAD(12.7' x 3.7')W/ GENERATORCONC. PAD(6.8'' x 7.8') W/TRANSFORMERBLOCK WALL(1.3' W)HC RAMPCONC WALL(1' W)CHAIN-LINKFENCE CHAIN-LINKFENCEUNDERGROUND DETENTIONAPPROX; PER ORIGINALCIVIL SITE PLANSTRUCTURENOT FOUND30" RCP30" RCPFESINV.=513.60 15" CPPMHDTOP=514.14'INV. IN=498.89' 30" RCPINV. IN=508.79' 15" RCPINV OUT=498.89' 30" RCP(15" RCP)SD INLET W/GRATE2.5' x 2.5'15"RISER (2.5 x 2.5' GRATE)TOP=512.70'INV. IN=510.40' 6" PLASTIC (SW)INV. IN=509.40' 6" PLASTIC (NE)INV OUT=509.01' 15" CPPSANSANSANSANSANSANITARY SEWERSERVICE PERFIELD-LOCATEDCLEAN-OUTS4'' W4'' W4'' W8'' W8'' WTMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1APPROX. LOCATION OFINTERMITTENT STREAM75X XXXX XXXXXXXUGPXX8'' W8'' W 8'' W 4'' W DDD2H2F2E2G2A2D2C2B35673091294029762806274527722565252825042448260530383583361436423635361336002764DR5'R5'R42'R5'R4.5'R4.5'R312'R5'R5'SSSSSSANSANSANDECB8" PVC8" PVC8" PVC8" PVC8" PVC 8''W8''W8''WSSAN24'18'9'265'TO P/L 215'(210' TO 44' R/W)24' 70'25'15'5.5'2'8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER4''W8''W8''W8''WGATE VALVE4854904955005055105155205255304854904955005055105155205255309+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5014+705005055105155205255305355405005055105155205255305355409+5010+0010+5011+0011+5012+0012+505155205255305355405155205255305355402ATOP 517.39HT: 8.94'46.58' OF15" RCP@ 1.00%2ETOP 519.90HT: 4.35'106.81' OF15" RCP@ 0.75%2GTOP 524.66HT: 4.80'51.46' OF15" RCP@ 1.50%41.65 ' OF15" RCP@ 4 .25%9.67' OF15" DIP@ 1.00%1CTOP 531.47HT: 8.33'157.21' OF60" RCP@ 0.10%1DTOP 534.57HT: 11.17'2E: MH-2STA 12+70.59INV IN 515.65 (2FE)INV OUT 515.55 (2D)2G: BENDSTA 14+02.77INV IN 519.98 (2HG)INV OUT 519.86 (2F)2H: DI-3C 12 FT THROATSTA 14+54.22INV OUT 520.75 (2G) 1C: MH-2 STA 10+70.95 INV IN 523.24 (1DC) INV OUT 523.14 (1B) 1D: MH-2 STA 12+28.16 INV OUT 523.40 (1C)24.72' OF15" RCP@ 1.00%2CTOP 519.85HT: 10.43'51.62' OF15" RCP@ 1.00%2BTOP 515.42HT: 6.35'121.04' OF84" RCP@ 0.10%2DTOP 520.83HT: 10.60'2FTOP 528.15HT: 12.25'25.28' OF15" RCP@ 1.00%2F: DI-3B 6 FT THROAT W/ SFETY SLABSSTA 12+95.96INV IN 519.06 (2GF)INV OUT 515.90 (2E)2D: MH-2STA 12+24.02INV IN 515.08 (2ED)INV OUT 510.24 (2C)2B: MH-2STA 10+78.26INV IN 509.17 (2CB)INV OUT 509.07 (2A)2A: MH-2STA 10+26.63INV IN 508.55 (2BA)INV OUT 508.45 ()2C: MH-2STA 11+02.98INV IN 510.12 (2DC)INV OUT 509.42 (2B)9+5010+0010+5011+0011+5012+0012+501C3: DI-3B 6 FT THROAT STA 12+33.50 INV OUT 530.91 (1C2)122.18' OF15" RCP@ 1.80%1C2: DI-3B 6 FT THROAT STA 11+11.31 INV IN 528.71 (1C32) INV OUT 528.61 (1C1)81.01' OF15" RCP@ 1.80%1C1: DI-3B 6 FT THROAT STA 10+30.30 INV IN 527.15 (1C21) INV OUT 527.05 ()30.30' OF15" RCP@ 1.00%1C1TOP 531.75HT: 4.70'1C2TOP 532.98HT: 4.37'1C3TOP 535.18HT: 4.27'TIE EX. MHINV = 513.05INTERCEPTEX 15" HDPEFROMBIORETENTIONSAN X-ING SAN X-ING STORMCEPTORBASE OSR140STORMCEPTORBASE OSR390SYSTEM 02FROM 1C1EX1TOP 517.82HT: 6.40'REFER TO SHEET C5.1FOR WEIR PLATE DETAILSREFER TO SHEET C5.1FOR WEIR PLATEDETAILSPROFILE SCALE0050510 YR WSE = 527.37'10 YR WSE = 516.56'2HTOP 525.04HT: 4.29'1BTOP 530.12HT: 15.30'SAFETY SLAB(SL-1)SAFETY SLAB(SL-1)CONTROLLED FILL FOR PIPEABOVE EX. GRADE (TYP.)SYSTEM 01SYSTEM 02DTDDDDDDDD1638539.10VWL1 B1639539.10VWL11640539.14VWL11641539.11VWL1 CLODDASPHALT ROADWAYCOMMERCIAL ENTRANCESD CURB INLET W/GRATETOP (GRATE)=509.06'SD CURB INLET W/GRATETOP (GRATE)=509.44'INV. OUT=506.26' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=508.60'INV. IN=504.00' 18" RCP (NORTH)INV. IN=504.33' 18" RCP (WEST)INV. OUT=504.02' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=509.20'INV. OUT=506.25' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=510.39'INV. OUT=507.89' 18" RCPMHDTOP=510.72'INV. IN=507.56' 18" RCP (EAST)INV. IN=507.30' 18" RCP (WEST)INV. OUT=506.62' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=511.34'INV. IN=508.81' 15" RCP (NORTH)IINV. OUT=508.41' 18" RCPSD CURB INLET W/GRATETOP (GRATE)=513.88INV. IN=510.30' 15" RCP (NORTH)INV. IN=510.43' 15" RCP (WEST)INV. OUT=510.25' 15" RCPSD CURB INLET W/ MHDTOP=514.35'INV. OUT=510.75' 15" RCPSD CURB INLET W/ MHDTOP=525.52INV. IN=519.12' 15" RCPINV. OUT=519.02' 15" RCPSTR 'E'STR 'F'STR 'D'STR 'C'MULCH P A TH YARDHYDRANTCONC.12 STEPS11 RISERSM U L C H E D P A T H WOODFOOT-BRIDGECONC. SW WIERTOP=514.30'15" RCP1 5 " RCP15" RCP15" RCP 18" RCP18 " R C P 18 " R C P 18" RCP18" RCP12" RCP15" RCP 15" RCP15" RCP ROCKARMORSTRUCTURENOT FOUNDSANSAN SANSANSANSANSANSANSANITARY SEWERSERVICE PERFIELD-LOCATEDCLEAN-OUTSSANITARY SEWERSERVICE PER ORIG.CIVIL SITE PLAN4'' W4575X X X UGTUG T UG T UG T UG T U G T UG T UG T UG T W W W W W W W W W8'' W8'' WWBUS STOP SIGNINV. IN=511.62' 15" RCP (NW)INV. IN=511.67' 15" RCP (SW))INV. OUT=511.42' 15" RCP8'' W 8'' W 8'' W8'' W8'' W 8'' W 4'' W D1C31C21C13A1D1C1B3567358341054138361431393379354835033507351036423635361336003501348233833364349934173296327032563117316231753513278731152560254231333382R5'R3'R3'R3'R3'R3'R3'R5'R5'R5'R5'R5'R5'R5'R42'R5'9'2 4 '16'24'215'(210' TO 44' R/W)32'(28' TO 44'FUTURE R/W)8''W REPLACE WITH MH TOPADJUST TO MATCHPROP GRADEC4.3STORMWATER PROFILESJOB 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\40204-CASPCA\DWG\Sheet\CD\PROFILES.dwg | Plotted on 12/20/2018 1:44 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/180SCALE 1"=30'60'30'NAD 83NOTES:1.THESE SHEETS ARE PROVIDED FOR UTILITY PROFILEINFORMATION ONLY.2.ALL PIPES IDENTIFIED AS 'RCP' SHALL BE CLASS III RCP ANDCONFORM WITH VDOT SPECIFICATIONS.3.REFER TO SHEET C4.1 FOR NOTES AND DETAILS.4.INLETS ARE DESIGNED AND IDENTIFIED AS PRECAST TOPUNITS (T-DI-3) WITH PRECAST BASE UNIT (SIZED PER VDOTDETAIL) WITH INLET SHAPING.5.CONTRACTOR TO VERIFY INLET/MANHOLE BASE SIZE WITHMANUFACTURER TO ENSURE THE BASE CANACCOMMODATE THE PIPE CONNECTIONS.6.IF INLETS ARE INSTALLED PRIOR TO TOP LAYER OFPAVEMENT THE CONTRACTOR SHALL ENSURE RUNOFF CANBE CONVEYED INTO THE INLET WITHOUT PONDING AT THEGUTTER7.STORM SEWER TO BE PRIVATELY OWNED/MAINTAINEDSTANDARD PROFILE LEGEND:EX. GRADEPROP. GRADEINV OUT=89.57 (18" 1AB) INV IN=89.67 (18" 1BC) 1B: DI-3B 4' THROAT STA. 10+00 INLET LENGTHSTRUCTURE TYPEUPSTREAM STRUCTUREPIPE SIZEDOWNSTREAM STRUCTURETOP 95.00 HT: 5.0'STRUCTURE IDHEIGHT (TOP - INV OUT)TOPELEVATION1AEX-1 C4.4STORM DETAILSJOB 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\40204-CASPCA\DWG\Sheet\CD\PROFILES.dwg | Plotted on 12/20/2018 1:44 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18'VDOT' LABEL TO BE REPLACED WITH 'STORM'DETENTION PIPE MAINTENANCESTORMCEPTOR MAINTENANCE DTTTDTDDDDDDDD1641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCE5435455 5 0 550555545550 55 7 54 5 5 4 0 5 4 1 5 3 5 5 3 0 5 2 5 520 5 2 55305405355 3 0 5 2 5 5 2 0 5155155 1 5 515520525530535540535 530 513512510510N67°18'14"W 478.04'52052552551553053554053052051551051 5 52 0 525 5 3 5 530 5 3 5 5305255 3 5 5 4 0 535SANSANSAN SANSANST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W 4'' W4'' W8'' W8'' WTMP 45-109C2ACCESS HOLDING LLCDB. 4485, PG. 455ZONED: C-1TMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1TMP 45-90ANDERSON, JUDITH D &JANICE PEARL ANDERSONDB. WB128, PG. 063ZONED: R-6114575X XXXXX XXXXXXXXX XXXXXXXXX X X X X XXXXXXXXXXUGTUGPUGPXXXXXXXUG T UG T UG T UG T UG T UG T U G T UG T UGT UG T UG TOHPOHP GW W W W W W W W W W W W8'' W8'' WW8'' W 8'' W 8'' W8'' W8'' W 8'' W 4'' W DDD5255305355 3 5535535526527528530535540520520524520520525530517518519521522523524526527528529525 550555530528529531525529535532533534536D449744674450356730912940297628062745277225652528250424482605303835834233410541384250361431393379354835033507351036423635361336003501348233833364349934173296327032563117316231753513276427875355325335345363115256025423133D3382R5'R3'R3'R3'R3'R3'R3'R5'R5'R5'R5'R5'R5'R5'R5'R2.5'R42'R5'R4.5'R4.5'R312'R3'R5'R2.3'R5'R5'SSSSSSANSANSANSAN8''W8''W8''WSSAN9'2 4 '16'24'9'18' 24' 18'9'265' TO P / L 215'(210' TO 44' R/W)24' 24'43.23'47.19'70'32'(28' TO 44'FUTURE R/W)25'15'5.5'2'8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER4''W 8''W8''W8''WGATE VALVEMD TREE(1)MD TREE(1)LG TREE(1)SHRUB(17)SHRUB(8)MD TREE(2)LG TREE(4)SHRUB(30)MD TREE(2)EXISTING BUILDINGFRONTAGE LANDSCAPING TO BE IMPROVED WITHADDITIONAL PLANTINGS. SEE NOTE THIS SHEETAPPROX. LOCATION OF EX. TREES TOREMAIN. TREE REMOVAL IS ALLOWEDIN THIS AREA. ALL LANDSCAPE PLANREQUIREMENTS WILL BE MET.EXISTING TREETO REMAIN (TYP) LG TREE6LARGE SHADE TREE BETULA NIGRA / RIVER BIRCH QUERCUS PHELLOS / WILLOW OAK MD TREE6MEDIUM SHADE TREE ACER RUBRUM / RED MAPLE CARPINUS BETULUS / EUROPEAN HORNBEAM SHRUB55SHRUB FOTHERGILLA GARDENII / DWARF FOTHERGILLA ILEX GLABRA / INKBERRY HOLLYCONCEPT PLANT SCHEDULEJOB 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\40204-CASPCA\DWG\Sheet\CD\40204-L1.0-PLNT.dwg | Plotted on 12/20/2018 1:50 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18L1.0LANDSCAPE PLAN NAD 830SCALE 1"=30'60'30'GENERAL NOTESPRE-CONSTRUCTION·CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BELOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS.NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.·VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TOBIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALLBE VERIFIED PRIOR TO BIDDING.·PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, ANDVARIETY INDICATED ON PLANS. ALL PLANT MATERIALS ANDINSTALLATION SHALL COMPLY WITH RECOMMENDATIONS ANDREQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERYSTOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMITPROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT,TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.·PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILSAND CONTRACT SPECIFICATIONS.·SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH.CONSTRUCTION/INSTALLATION·LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTSAND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLYCONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOTCONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK"·LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY ANDCALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARINGTHE DESIGNATION OF BOTANICAL AND COMMON NAME.·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKINGAREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOTINTERFERE WITH SIGHT DISTANCES.·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIALDURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCEBY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONSWHICH AFFECTS THE GUARANTEE.INSPECTIONS/GUARANTEE·UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPECONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILLVERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEADPLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AFINAL INSPECTION BY THE LANDSCAPE ARCHITECT.·ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONEFULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTSINCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTSRESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BYOTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYONDTHE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THECONTRACTOR.·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FORCOMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENTOF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THECERTIFICATE OF OCCUPANCY.·REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. LANDSCAPE NOTEAT THE PERIMETER OF THE SITE, EXISTING VEGETATION IS INTENDEDTO REMAIN AND SATISFY BUFFER REQUIREMENTS. SUPPLEMENTALLANDSCAPING WILL BE PROVIDED IF IT IS DETERMINED TO BENECESSARY BY THE ZONING ADMINISTRATOR OR HER DESIGNESS.SUPPLEMENTAL LANDSCAPING WILL INCLUDE EVERGREEN TREES,SUCH AS EASTERN RED CEDAR AND AMERICAN HOLLY.C. GREGORYC. GREGORYF. HANCOCK1" = 30' DTTTDTDDDDDDDD1641539.11VWL1 CLODDDD5435455 5 0 5505555455 5 0 55 7 54 5 5 4 0 5 4 1 5 3 5 5 3 0 5 2 5 520 5 2 55305405355 3 0 5 2 5 5 2 05155155 1 5 515520525530535540540 535 530 51351251051052052552551553053554056055555054554053553052051551051 5 52 0 525 5 3 5 530 5 3 55305255 3 5 5 4 0 535SAN4'' W8'' WXX XXXXXX X X XXXXXXXUG T UG T UGTOHP W W W W8'' W8'' W 8'' WSSSS S8''WS8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER8''WGATE VALVE PARKING70NEW PARKING AREAS - EXIST. TREES142,982 SFEXISTING FORESTED AREA (TOREMAIN) - PARKING AREA23,073 SFPARKING AREAS AND DRIVE AISLES - INT. LAND.1,870 SFINTERIOR LANDSCAPE AREA -REQUIREMENTS EXHIBITPARKING AREA LANDSCAPE REQUIREMENTS *PER 32.7.9.6.A. & B.REQUIREMENTAREACALCULATIONREQUIREDPROVIDEDAT LEAST 5% OFPAVED PARKINGAREAS AND DRIVINGAISLES TO BELANDSCAPED WITHTREES AND SHRUBS22,951 SF*NEWLY ADDEDPARKING AREA22,951 x 0.05 =1,147.551,148 SF1,870 SFONE (1) LARGE ORMEDIUM SHADETREE PER TEN (10)PARKING SPACES70 PARKING SPACES*NEW PARKINGSPACES70 / 10 = 77 LARGE OR MEDIUMSHADE TREES6 LARGE TREES6 MEDIUM TREESLANDSCAPE SCREENING REQUIREMENTS *PER 32.7.9.7.A.2.REQUIREMENTAREACALCULATIONREQUIREDPROVIDEDPARKING AREASWITH FOUR (4) ORMORE SPACES TOBE SCREENED FROMRESIDENTIAL AREAS70 PARKING SPACESN/ASCREEN PARKINGFROM RESIDENTIALAREAS55 SHRUBS TOSCREEN PARKINGAREASTREE CANOPY REQUIREMENTS *PER 32.7.9.8.A.1.REQUIREMENTAREACALCULATIONREQUIREDPROVIDED10% OF SITE TOHAVE CANOPYCOVERAGE8.88 ACRES(386,812.8 SF)386,812.8 x 0.10 =38,681.2838,681.28 SFEXISTING: 142,982 x1.25 = 178,728 SFJOB 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\40204-CASPCA\DWG\Sheet\CD\40204-L2.0-NTDT.dwg | Plotted on 12/20/2018 1:52 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18L2.0LANDSCAPE NOTES AND DETAILS NAD 831REQUIREMENTS EXHIBITSCALE: 1" = 80'2 X ROOTBALLDIAMETERPLAN VIEWNOTE: ONLY STAKE TREES WITHLARGE CROWNS, 2" CALIPER ORGREATER, IF LOCATED ON WINDYSITES, OR WHERE TAMPERINGMAY OCCUR.PRUNE CODOMINATE LEADERSREMOVE BROKEN, BADLYDEFORMED, RUBBING, NARROWCROTCH ANGLES, WATERSPROUTS, OR CROSS-BRANCHES.REMOVE TAGS, LABELS, ANDPLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEENOTE) DO NOT WRAP TRUNKPRUNE SUCKERSIF FIELD GROWN, CUT AWAY ALLBALLING ROPES. REMOVEBURLAP OR WIRE BASKET FROMTOP 13 OF BALL. IF CONTAINERGROWN, REMOVE CONTAINERAND CUT CIRCLING ROOTS1:1 SLOPE OF SIDES OFPLANTING HOLESCARIFY SIDES BEFORE PLANTINGPLACE ROOTBALL ONUNEXCAVATED OR TAMPED SOILTAMP SOIL AROUND ROOTBALLBASE FIRMLY WITH FOOTPRESSURE SO THAT ROOTBALLDOES NOT SHIFT1" COMPOST LAYER6" SAUCERBACKFILL PLANTING PIT WITH NATIVESOIL. INCORPORATE SLOW-RELEASEGRANULAR FERTILIZERSET ROOTBALL FLUSH TO GRADE OR 1-2"HIGHER IN SLOWLY DRAINING SOILS. DONOT COVER THE TOP OF THE ROOTBALLWITH SOIL. ROOTFLARE SHALL BE VISIBLEABOVE FINISHED GRADE2-3" MULCH LAYER TO EDGE OF DRIPLINE.KEEP 4-6" AWAY FROM TRUNKFLARE8' 2"x2" HARDWOOD STAKE,2'-6" MIN BELOW SURFACE.STAKE SHALL BE DRIVEN A MIN18" OUT FROM TRUNK ANDOUTSIDE OF ROOTBALLGALVANIZED WIRE GUY12 GAUGE. ALLOW FOR ASLIGHT AMOUNT OF MOVEMENT3-2"x2" HARDWOOD STAKES12 GAUGE GALVANIZED WIREROOT BALLB&BCONTAINERREMOVE ALL STRING, WIRE, ANDBURLAP FROM TOP 13 OF BALLREMOVE ALL DEAD, BROKEN,DISEASED, AND WEAKBRANCHES AT TIME OFPLANTINGINSTALL SHRUBS SO THAT THETOP OF THE ROOTBALL IS ATTHE SAME GRADE ASORIGINALLY GROWN OR 1-2"ABOVE IN POOR DRAININGSOILS. DO NOT COVER THE TOPOF THE ROOTBALL WITH SOIL2-3" MULCH LAYER, KEEP AWAYFROM TRUNK1" COMPOST LAYERPROVIDE MULCH UP AND OVERSAUCER6" SAUCERREMOVE CONTAINER. SCARIFYPERIMETER ROOTSBACKFILL PLANTING PIT WITHNATIVE SOIL. INCORPORATESLOW-RELEASE GRANULARFERTILIZERSCARIFY BOTTOM AND SIDESOF PIT2DECIDUOUS TREE PLANTING DETAILNOT TO SCALE3SHRUB PLANTING DETAILNOT TO SCALEC. GREGORYC. GREGORYF. HANCOCK DTTTDTDDDDDDDD1641539.11VWL1 CLODDDDASPHALT ROADWAYCOMMERCIAL ENTRANCE5435455 5 0 550555545550 55 7 54 5 5 4 0 5 4 1 5 3 5 5 3 0 5 2 5 520 5 2 55305405355 3 0 5 2 5 5 2 0 5155155 1 5 515520525530535540535 530 513512510510N67°18'14"W 478.04'52052552551553053554053052051551051 5 52 0 525 5 3 5 530 5 3 5 5305255 3 5 5 4 0 535SANSANSAN SANSANST A T E R T E . 1 4 0 3 B E R K M A R D R I V E 40' R / W W I D T H F R O M C E N T E R L I N E MA J O R C O L L E C T O R , A A D T = 6 , 0 0 0 35 M P H P O S T E D / 3 5 M P H D E S I G N 4'' W 4'' W4'' W8'' W8'' WTMP 45-109C2ACCESS HOLDING LLCDB. 4485, PG. 455ZONED: C-1TMP 45-88THE ALBEMARLE SOCIETY FOR THEPREVENTION OF CRUELTY TO ANIMALSDB. 4444, PG. 616ZONED: R-6REZONING: C-1TMP 45-109C3LARNER, JAMES & ROXANEDB. 4826, PG. 608ZONED: C-1TMP 45-90ANDERSON, JUDITH D &JANICE PEARL ANDERSONDB. WB128, PG. 063ZONED: R-6114575X XXXXX XXXXXXXXX XXXXXXXXX X X X X XXXXXXXXXXUGTUGPUGPXXXXXXXUG T UG T UG T UG T UG T UG T U G T UG T UGT UG T UG TOHPOHP GW W W W W W W W W W W W8'' W8'' WW8'' W 8'' W 8'' W8'' W8'' W 8'' W 4'' W DDD5255305355 3 5535535526527528530535540520520524520520525530517518519521522523524526527528529525 550555530528529531525529535532533534536D449744674450356730912940297628062745277225652528250424482605303835834233410541384250361431393379354835033507351036423635361336003501348233833364349934173296327032563117316231753513276427875355325335345363115256025423133D3382SSSSSSANSANSANSAN8''W8''W8''WSSAN8" DIPWATERLINE8" DIPWATERLINE4" DIPWATERLINE20' ACSAEASEMENTWATER METER8" DIPFIRE LINEPROPOSED PRIVATESANITARY SEWER4''W 8''W8''W8''WGATE VALVEA4W-BBMH: 20A4W-BBMH: 20A4MH: 20A4MH: 20A4WMH: 20A4WMH: 20A4WMH: 20A4WMH: 20A4WMH: 20B3MH: 20B3MH: 20B3MH: 20B3MH: 200.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.10.10.20.20.20.20.30.10.00.00.00.00.00.10.10.20.20.20.20.10.10.10.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.10.00.00.00.00.10.10.20.30.30.30.10.10.10.10.00.00.00.10.20.20.40.40.30.20.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.30.10.10.10.10.10.10.10.10.20.50.70.50.30.20.10.10.10.20.30.40.50.60.70.80.60.40.30.20.10.10.10.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.40.30.20.20.30.50.50.50.61.01.31.61.61.61.41.00.90.70.91.21.52.03.03.53.53.12.01.41.10.60.30.20.30.40.40.40.30.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.51.01.11.11.51.51.41.21.31.72.43.73.73.53.73.72.71.81.41.01.11.41.61.92.73.43.42.61.91.61.40.90.60.50.50.70.70.60.50.30.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.41.12.03.94.13.73.32.21.81.51.51.82.22.82.93.02.92.72.21.71.41.01.01.21.41.61.82.22.21.91.71.41.30.90.70.80.91.01.11.00.80.40.30.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.61.11.83.03.63.43.32.92.62.01.71.51.51.61.92.22.22.02.12.11.91.51.30.90.80.80.80.91.01.31.31.11.11.01.11.01.01.21.41.61.61.51.20.70.50.30.30.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.71.21.72.32.62.62.32.22.21.91.51.41.41.41.51.71.61.51.51.51.51.21.00.70.50.30.30.30.30.40.40.40.50.60.91.11.31.51.92.32.42.21.81.10.60.30.30.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.30.61.11.41.82.11.91.71.71.61.41.21.21.11.11.11.21.21.11.11.11.00.90.70.50.30.20.10.10.10.20.20.30.50.71.11.31.61.92.33.03.33.42.91.90.80.50.70.60.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.50.91.21.41.51.41.21.21.11.00.90.80.80.80.70.80.70.60.60.60.60.50.40.30.20.10.10.10.10.20.30.40.71.21.72.12.12.53.13.74.64.02.52.63.52.71.51.00.50.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.40.60.91.01.01.00.80.70.70.60.60.50.50.50.40.40.40.30.30.30.30.30.20.20.20.10.10.10.10.10.30.50.91.52.43.33.94.04.14.83.92.22.02.53.23.63.53.91.50.50.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.40.50.60.60.50.40.40.30.30.30.30.30.30.20.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.20.40.91.72.63.55.17.37.83.92.82.02.02.32.63.03.33.63.82.41.30.50.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.30.30.30.20.20.20.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.40.81.62.53.34.65.64.64.65.23.42.22.12.12.12.52.82.92.62.41.50.50.20.10.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.10.10.10.10.10.10.10.10.10.10.10.00.00.40.71.32.12.93.22.73.23.64.14.33.32.62.01.92.12.52.62.72.72.41.20.40.30.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.61.01.51.91.82.02.22.73.13.02.82.52.01.81.82.12.52.62.73.03.41.20.60.50.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.10.10.10.00.50.70.91.11.31.51.82.22.52.42.22.01.51.41.61.82.12.42.63.03.74.11.40.70.30.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.40.50.70.91.11.51.82.12.12.11.71.21.11.11.31.62.02.32.63.03.64.11.00.30.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.40.50.70.91.31.72.02.12.01.71.20.90.80.91.21.61.82.12.53.23.82.90.50.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.40.60.81.01.31.72.02.22.11.91.51.10.80.70.91.21.41.62.12.63.23.51.90.40.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.50.70.91.21.41.51.92.32.52.32.31.91.61.10.60.60.71.01.41.82.42.72.92.71.70.30.10.10.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.71.11.61.81.82.02.22.82.92.82.72.52.01.40.90.50.50.81.21.62.12.52.72.92.71.20.30.20.30.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.91.52.33.02.92.73.13.53.93.52.52.21.91.81.30.80.50.60.91.31.82.32.52.73.33.61.10.60.40.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.51.01.82.73.64.85.44.44.63.71.40.91.62.02.21.91.50.70.50.71.01.51.92.32.63.03.74.11.20.60.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.51.01.92.73.75.57.47.53.11.80.80.50.82.93.03.22.21.30.70.50.81.11.51.82.12.53.13.53.10.60.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.61.01.72.63.54.03.83.94.63.21.00.60.60.83.73.52.91.71.00.60.50.81.11.41.72.02.63.13.71.70.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.71.21.51.92.22.12.43.03.44.02.91.20.70.82.13.12.61.91.40.90.50.50.71.01.31.72.12.63.12.60.70.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.70.80.80.90.90.70.71.01.41.61.82.52.01.21.41.61.82.22.72.82.41.81.20.70.62.12.11.81.41.10.70.50.50.71.01.41.72.12.11.91.30.40.10.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.10.22.62.22.12.11.71.21.01.42.12.42.53.43.00.81.01.21.41.82.12.01.81.51.10.70.40.41.31.51.41.10.70.50.40.50.81.11.41.61.51.51.10.60.10.00.00.00.10.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.33.32.92.72.62.31.51.21.72.62.73.33.73.40.60.70.91.11.31.51.51.41.10.70.50.30.20.41.01.10.90.70.50.40.40.50.81.01.21.21.00.70.40.20.10.10.20.40.50.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.44.04.03.42.82.51.61.41.82.83.04.14.94.60.90.80.70.70.91.01.11.00.80.40.30.20.10.10.30.60.70.80.80.60.40.40.50.70.80.80.60.40.30.30.30.50.80.91.00.60.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.51.15.85.44.43.22.91.61.21.73.03.24.75.65.61.10.70.50.40.50.60.70.60.50.30.20.10.10.10.20.40.71.11.21.21.00.80.70.60.60.50.40.30.40.71.11.31.41.41.20.90.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.50.95.24.94.03.02.81.81.41.72.62.83.64.23.70.50.50.30.30.30.40.40.40.30.20.10.10.10.10.10.40.81.31.51.71.71.61.51.10.70.60.50.71.11.62.12.31.91.71.40.90.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.43.53.53.22.62.51.61.31.62.42.62.83.23.20.30.20.20.20.20.20.20.20.20.10.10.10.00.00.00.20.61.31.71.92.73.02.41.81.51.31.31.51.82.63.13.32.41.81.00.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.22.73.12.42.32.01.41.01.21.72.12.22.52.60.20.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.10.51.22.73.03.73.42.52.12.02.12.12.12.83.43.91.70.50.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.11.42.21.51.51.30.90.70.81.01.00.81.00.80.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.30.61.14.03.02.22.12.02.22.02.02.91.41.00.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.50.30.30.40.40.30.30.30.20.10.20.10.10.00.00.00.00.10.10.10.10.00.00.00.00.00.00.00.10.10.20.30.60.60.81.61.71.81.81.51.10.50.50.40.50.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.50.40.30.30.40.70.60.40.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.10.10.10.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0Luminaire ScheduleSymbolQtyLabelArrangementLLFLum. Lumens[MANUFAC]Description2A4SINGLE1.00015086Hubbell Lighting Inc, dba Beacon ProductsVP-S-60L-136-4K7-45A4WSINGLE1.00014802Hubbell Lighting IncVP-S-60L-136-4K7-4W2A4W-BB2 @ 120 DEGREES1.00014802Hubbell Lighting IncVP-S-60L-136-4K7-4W4B3SINGLE1.0009206Hubbell Lighting Inc, dba Beacon ProductsVP-S-36L-80-4K7-3Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinFront Parking AIlluminanceFc3.217.81.32.476.00Front Parking BIlluminanceFc3.247.51.52.165.00Parking Lot 1IlluminanceFc2.144.11.02.144.10Parking Lot 2IlluminanceFc2.605.61.02.605.60Parking Lot 3IlluminanceFc2.354.31.02.354.30Prepared by:LIGHTING VIRGINIA CENTRAL400G-2 Southlake Blvd.Richmond, VA 23236Tel: 804-379-7777www.lightingvirginia.comMH = mounting height in FEETNOTES:1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIACENTRAL, ADAMS PARNELL, LLC.2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED INTHE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENTRESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKEDPHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITYOF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLEJURISDICTIONAL CODES.3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLYAFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION,MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THEPROJECT.4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TOLIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIREMAY AFFECT FIELD RESULTS.5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THEOWNER'S REPRESENTATIVE.6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THEDESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED ORPLOTTED-TO-SCALE DRAWING IS PRINTED TO SCALE.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\40204-CASPCA\DWG\Sheet\CD\40204-L3.0-LIGHTING PLAN.dwg | Plotted on 12/20/2018 1:55 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18L3.0LIGHTING PLAN NAD 830SCALE 1"=30'60'30'C. GREGORYC. GREGORYF. HANCOCK1" = 30' 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\40204-CASPCA\DWG\Sheet\CD\40204-L4.0-LIGHTING-NTDT.dwg | Plotted on 12/20/2018 1:56 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18L4.0LIGHTING NOTES & DETAILS C. GREGORYC. GREGORYF. HANCOCKNA 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\40204-CASPCA\DWG\Sheet\CD\40204-L4.0-LIGHTING-NTDT.dwg | Plotted on 12/20/2018 1:56 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18C. GREGORYL4.1LIGHTING NOTES & DETAILS C. GREGORYC. GREGORYF. HANCOCKNA 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\40204-CASPCA\DWG\Sheet\CD\40204-L4.0-LIGHTING-NTDT.dwg | Plotted on 12/20/2018 1:57 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18C. GREGORYL4.2LIGHTING NOTES & DETAILS C. GREGORYC. GREGORYF. HANCOCKNA 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\40204-CASPCA\DWG\Sheet\CD\40204-L4.0-LIGHTING-NTDT.dwg | Plotted on 12/20/2018 1:57 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18 MO M O C No. 1491FRANK W. HANCOCK IIITHEALWNIVRIGNIOFALANDSCAPE ARCHI T ECT04/09/18C. GREGORYL4.2LIGHTING NOTES & DETAILS C. GREGORYC. GREGORYF. HANCOCKNA R1.0PROFFERSJOB 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\40204-CASPCA\DWG\Sheet\CD\PROFFERS.dwg | Plotted on 12/20/2018 1:57 PM | by John Wilson J. WILSONJ. WILSONC. KOTARSKI04/09/18CHARLOTTESVILLE ALBEMARLE SPCA ALBEMARLE COUNTY, VA40204 REVISED PER COMMENTS REVISED PER COMMENTS REVISED PER COMMENTS 12/20/18 10/17/18 07/20/18