HomeMy WebLinkAbout11-22 Site PlanC1C2C3C4MICHAEL W. ANDERSONTAX MAP#: 11 A 35ZONING: RA54.55 ACRESMICHAEL W. ANDERSONTAX MAP#: 06 A 15ZONING: RA75 ACRESBARBARA L. MILLERTAX MAP#: 06 A 14ZONING: RA76.37 ACRESKATHRYN L. BROWNTAX MAP#: 06 A 14AZONING: RA73.23 ACRESWILLIAM L. WHITACRETAX MAP#: 06 A 20ZONING: RA26.25 ACRESTIMBER RIDGE PRIMITIVEBPT CHURCHTAX MAP#: 06 A 19ZONING: RA3.20 ACRESLEARY EDUCATIONALFOUNDATION INCTAX MAP#: 06 A 17ZONING:RA65 ACRESLARRY T. OMPSTAX MAP#:11 A 37CZONING: RA45.71 ACRESJASON D. GARLOCKTAX MAP#: 11 A 38ZONING: RA23.56 ACRESLEARY EDUCATIONALFOUNDATION INCTAX MAP#: 06 A 18ZONING: RA152.25 ACRESS 11°12'51
"
E
393.44'N 13°11'50" E2709.27'S 62°06'48" E1367.44'S 19°10'46" W1084.90'N 75°34'01" W1180.13'S 61°47'33" E966.75'N 09°11'38" E20.38'S 89°51'47" W552.24'N 09°59'39" E1146.08'N 85°55'34" W560.67'BENT IRON ROD(FOUND)S 50°04'26" W240.90'IRON ROD(FOUND)IRON ROD(FOUND)S 05°47'07" W364.87'S 14°33'05" W131.35'100' BRL100' BRL100' BRL50'BRL60' BRL60' BRL100' BRL100' BRLCURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLEC1460.17'244.11'241.25'S 03°58'58" W30°23'37"C2655.84'294.93'292.45'S 01°40'07" W25°45'57"C31478.26'90.98'90.97'S 12°47'18" W3°31'35"C45069.27'348.84'348.77'S 07°45'24" W3°56'34"APPROVAL SIGNATURE522734734694696696127699PROJECTSITE522522694694600522692692600693600NEWHOPE RDSSSIGNSTREE LINEHANDICAP PARKINGFIRE HYDRANTSANITARY SEWERCLEANOUTGATE VALVEWATER LINEWATER METERCURB INLETDROP INLETEND SECTION / END WALLMANHOLEGAS LINEEXISTINGDEMONEWCONCRETE PAD/WALKCENTERLINE OR BASELINEPROPERTY LINEBENCHMARKSTORM SEWER LINEPAVEMENTSITE FEATURESBUILDINGGRAVELDESCRIPTIONCONCRETE CURBCONCRETE CURB& GUTTERSPOT ELEVATIONSCONTOURS2050GSSSDSDWCOWSD112.00XXXXXXFENCINGGGSSWGAS METERMMMMMMELECTRIC - UNDERGROUNDELECTRIC - OVERHEADOHEOHEOHEUGEUGEUGETELEPHONE - UNDERGROUNDUGTUGTUGTFIBER OPTIC - UNDERGROUNDFOFOFO2050NO SCALE1.OWNER: LEARY EDUCATIONAL FOUNDATION, INC.P.O. BOX 3160WINCHESTER, VIRGINIA 22604CONTACT: JULI FERRELLPHONE: (540) 888-00222.ARCHITECT/ENGINEER:ZMM ARCHITECTS AND ENGINEERS200 COUNTRY CLUB DRIVEPLAZA ONE, BUILDING "E"BLACKSBURG, VA 24060(540) 552-2151 FAX (540) 951-02193.SITE AREAS:TOTAL SITE AREA152.25 ACRESPROJECT AREA (BASE GRADING) 0.63 ACRESPROJECT AREA (ALTERNATE GRADING) 0.81 ACRES4.ZONING:RA - RURAL AREAS DISTRICT5.MAGISTERIAL DISTRICT:GAINESBORO6.PROPERTY INFORMATION:TAX PARCEL:06-A-18CURRENT USE:TIMBER RIDGE SCHOOL (EDUCATIONAL)PROPOSED USE:TIMBER RIDGE SCHOOL (EDUCATIONAL)PHYSICAL ADDRESS:1463 NEW HOPE ROADCROSS JUNCTION, VA 226257.CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARKS DISTURBEDDURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION ON THE AS-BUILTDRAWINGS.8.ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BEREPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TOTHE OWNER.9.A PRE CONSTRUCTION MEETING WILL BE HELD PRIOR TO BEGINNING CONSTRUCTION.10.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH SECTION59.1-406.ET.SEQ., OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT).11.PREVIOUS APPROVED SITE PLANS INCLUDE: SITE PLANS (SP) #17-86, #37-88, #03-92, #41-95, #24-98,#40-01, #19-03, AND #49-0512.NO ADDITIONAL REQUIREMENTS OR CONDITIONS HAVE BEEN PLACED ON THE LAND INCLUDED INTHIS SITE PLAN RESULTING FROM APPROVAL OF CONDITIONAL ZONING OR A CONDITIONAL USEPERMIT.13.NO ADDITIONAL SETBACKS ON CONDITIONS HAVE BEEN PLACED ON THE SITE AS A RESULT OF ANAPPROVED VARIANCE.200 Country Club Dr SWPlaza One Bldg EBlacksburg, Virginia24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comSCALE: 1"=500'2021188APR 20, 2022SITE PLAN #11-22TIMBER RIDGE SCHOOLCTEC BUILDINGREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Kadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:06VICINITY MAPDATECOMM. NO.DRAWING INDEXLEGENDGENERAL NOTESPROJECT DESCRIPTIONTHE PROPERTY DELINEATED ON THIS PLAN IS LOCATED ALONGVIRGINIA ROUTE 699 (NEW HOPE ROAD) IN THE NORTHERN PORTIONOF FREDERICK COUNTY.THE PROPERTY HAS BEEN DEVELOPED AS THE TIMBER RIDGESCHOOL CAMPUS.THE SCHOOL PROPOSES TO CONSTRUCT A VOCATIONAL EDUCATIONBUILDING ON CAMPUS ADJACENT TO THE EXISTING GYMNASIUM.TITLE SHEETT001CONSTRUCTION DRAWINGSNUMBERTITLET001TITLE SHEETC101OVERALL PLANC102DIMENSIONAL PLANC103DIMENSIONAL DETAILSC201UTILITY PLANC202UTILITY PLAN ALTERNATEC203WATER LINE DETAILSC204SEWER LINE DETAILSC205SEWER LINE DETAILS ALTERNATEC301GRADING PLANC302GRADING PLAN ALTERNATEC401EROSION CONTROL PLANC402EROSION CONTROL PLAN ALTERNATEC403EROSION CONTROL NOTESC404EROSION CONTROL DETAILSSIGNATUREAPPROVED BY FREDERICK COUNTYZONING ADMINISTRATOR* THIS SITE PLAN SHALL BE VALID FOR A PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL.LOCATION MAPFREDERICK COUNTY, VIRGINIALic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERNEWFREDERICKPIKE (522)CUMBERLANDTRAIL RDREYNOLDS RD
VA GRID NORTH1.SETBACKS:FRONT60'SIDE / REAR50' (ADJACENT TO RES OR VACANT USES)100' (ADJACENT TO AGRICULTURAL USES)200' (ADJACENT TO ORCHARD USE)2.BUILDING HEIGHT:ALLOWED35'PROPOSED18'-8"3.PARKING:EXISTING67 SPACES(4 ADA)PROPOSED65 SPACES(5 ADA)4.LANDSCAPING: NO ADDITIONAL LANDSCAPING IS REQUIRED (RA ZONING)OVERALL PLAN NOTESSHENTEL500 SHENTEL WAYEDINBURG, VA.22824(540) 984-5181VERIZON404 HILLANDALE LANEWINCHESTER, VIRGINIA 22602(540) 665-3153SHENANDOAH VALLEY ELECTRIC COOPERATIVE3463 VALLEY PIKEWINCHESTER, VIRGINIA 22602(540) 868-0097UTILITY CONTACTSTIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAOVERALLPLANC101JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.APR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:06WASAPR 20, 2022CONSTRUCTION DRAWINGSOVERALL PLAN2021188CTEC BUILDINGEXISTINGGYMNASIUM18,616 SFEXISTINGBASEBALLFIELDEXISTINGTENNISCOURTSEXISTINGATHLETICFIELD30'20'10'030'60'1" = 30'-0"PROPOSEDCTECBUILDING4,032 SFPROPOSED CONCRETEFIRE LANE11131114126EXISTING PARKING67 SPACES2 PARKING SPACESREMOVED FOR ACCESSTO NEW BUILDINGPROPOSED PARKING65 SPACESLic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEER
288WOODSTORAGE11098STORAGE104178DIRECTOROFFICE103157OFFICE105118JAN/STOR1161044CARPENTRY11250VESTIBULE101546CORRIDOR102144ELECTRIC114PAVEMENTSTRIPINGPARKINGBUMPER5.00'20.00'40.00'20.00'20.00'15.28'9.00'9.00'EXIST 14"POPLARS (2)EXISTASPHPVMTEXISTGRASSEXISTGRASSEXISTGRASSEXISTGRASSSEGMENTAL BLOCK RETAINING WALL16' DIA CIRCLE CENTERED ONEXIST TREESWALL STEPWALL STEPADA PARKINGSIGNCONCWALKR23.
0
0'6' X 10' DONORPAVER AREAHEAVY DUTYCONCRETE PADWALL STEPWALL STEPBOLLARD1.00'10.00'BOLLARDS (2)AT ROLL UPDOOR1.00'BOLLARD1.00'CANOPYEXISTGRASSCONCWALKHEAVY DUTYCONC PAD112106107111CONCWALKPROPOSED BUILDING4,032 SFFFE=1069.00FIRE LANE - SIGN CATTACH TO BLDGFIRE LANE - SIGN DATTACH TO BLDGFIRE LANESIGN AFIRE LANESIGN DFIRE LANESIGN CFIRE LANESIGN A2.00'60.00'FIRE LANESTRIPINGFIRE LANESTRIPINGFIRE LANESTRIPING1.SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS2.ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF CURB,EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES.3.ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES ANDSIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINEDCONCRETE, REINFORCED WITH WWF 6X6 W1.4 X W1.4 OR FIBROUSREINFORCING . CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OFCOMPACTED VDOT TYPE #57 AGGREGATE.4.CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING CONCRETEINTO AREAS AS SHOWN. JOINTS IN SIDEWALKS SHALL BE AT A SPACINGEQUAL TO THE SIDEWALK WIDTH. JOINTS SHALL BE TOOLED OR SAWNINTO CONCRETE A DEPTH EQUAL TO 14 OF CONCRETE THICKNESS.5.EXPANSION JOINTS: PROVIDE PRE-MOLDED JOINT FILLER EXPANSIONJOINTS WHERE NEW SIDEWALKS OR OTHER CONCRETE PAVING ABUTSCONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES,EXISTING WALKS, AND OTHER FIXED OBJECTS. LOCATE EXPANSIONJOINTS IN SIDEWALKS AT A MAXIMUM OF 50' O.C. JOINT FILLER SHALLEXTEND THE FULL LENGTH AND DEPTH OF JOINT, BUT SHALL BE LETDOWN 12" BELOW THE FINISHED SURFACE AND THE RESULTANT SPACEFILLED WITH URETHANE JOINT SEALER.6.COORDINATE EXACT SIZE AND LOCATION OF MECHANICAL ANDELECTRICAL EQUIPMENT PADS WITH EQUIPMENT FURNISHED.7.NO OUTDOOR LIGHTING IS PROPOSEDDIMENSIONAL PLAN NOTESCOORDINATE LISTPOINT #106107111112NORTHING7183363.047183339.747183309.407183393.38EASTING11536821.3411536734.3511536794.0911536761.60TIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIADIMENSIONALPLANC102JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:06WASAPR 20, 2022CONSTRUCTION DRAWINGSDIMENSIONAL PLAN2021188CTEC BUILDING10'5'010'20'1" = 10'-0"
3"6"6"4000 PSI AIR ENTRAINEDCONCRETE PADASPHALT PVMT ANDCONC PAD SHALLMATCH FLUSH6" COMPACTEDAGGREGATE BASE(VDOT 21B)HEAVY DUTYWIRE MESHCOMPACTEDSUBGRADEHEAVY DUTY CONCRETENO SCALECAP UNIT ADHERESTO TOP UNIT W/SEGMENTAL BLOCKCONCRETE ADHESIVESEGMENTAL BLOCKCONCRETE UNITSIMPERVIOUS FILL12" DEEPDRAINAGE AGGREGATE12" THICK MIN.4" DIA. DRAIN PIPE OUTLET@ END OF WALL OR @ 40'CENTERS MAX.GRANULAR LEVELING PADMIN. 6" THICKUNREINFORCED RETAINING WALLNO SCALE4000 psi CONC. REINF.WITH 6x6 - W1.4xW1.4 WWF,OR FIBROUS REINFORCING2" R4"4" COMPACTEDAGGREGATE BASE(VDOT #57)SUBGRADE4" TOPSOILLIMIT OFSUBGRADE1"COMPACTED SUBGRADESLOPE TO DRAIN (14"/FT MAX)SEE PLAN FOR WIDTHCONCRETE SIDEWALKNO SCALEVANACCESSIBLERESERVEDPARKINGADA PARKING SIGNNO SCALE12"18"9"9"PENALTY$100-$500TOW AWAY ZONESTANDARD PARKINGSPACE20'ADA PAVEMENTMARKINGS SHALL BETYPE 3, WATER-BASED100% ACRYLIC PAINTOR APPROVED EQUAL4" SOLID WHITE STRIPES PLACED2.5' O/S AT 45° WITH 4" SOLIDWHITE BORDER9' TYPAS SHOWNON PLANSADA PARKING STRIPING DETAILNO SCALE9' TYP3"COMPRESSIBLEJOINT FILLER4'-6" MIN1 1/2"2'-0"COVER (MIN)1'-0"KEY1'-6"CONC3/4"ØWELDED KEYSLOPE CONCRETETOP6"Ø SCH 40STL PIPE W/ CONCFILL (PAINT)STL TROWEL FINSEALED CONCBOLLARD DETAILNO SCALEPARKING BUMPERNO SCALE (PRECAST CONCRETE)3/4" GALV STEEL DOWELIMBEDDED 6" INTO PAVEMENTSECTION IN HOT BITUMINOUSGROUT MAT'L(2) #4 BARSCONTINUOUSTOP OF GALV STEEL DOWELFLUSH WITH TOP OFCONCRETETIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIADIMENSIONALDETAILSC103JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:06WASAPR 20, 2022CONSTRUCTION DRAWINGS2021188CTEC BUILDING8'-0"2"x2" 12 GAUGESQUARE TUBESIGN POST212"x7" ANCHORSLEEVE(2) CORNERBOLTSFINISHED GRADESIGN POST AND BASE DETAILNO SCALECONCRETE4000 PSIPOSTS SHALL BE REMOVABLE FROMANCHOR SLEEVE AFTER CONCRETEHAS SETSQUARE TUBESIGN POSTNYLONWASHERSIGNPANEL38" X 312" HEX HEAD BOLTW/ FLAT WASHER ANDLOCK WASHER UNDERNUT AND A NYLONWASHER UNDER HEADDONOR PAVER IN CONC WALKNO SCALE1"COMPACTED SUBGRADE4" COMPACTEDAGGREGATE BASE(VDOT #57)4" CONCWALK2" BEDDINGMATERIALPAVERSNOTE: SEE PLAN FOR DIMENSIONS12"18"FIRE LANE SIGNNO SCALE
288WOODSTORAGE11098STORAGE104178DIRECTOROFFICE103157OFFICE105118JAN/STOR1161044CARPENTRY11250VESTIBULE101546CORRIDOR102144ELECTRIC1141075
1075107010651065106510651065106010601055WWWWWWWW106710681068106810681067
EXIST 3" W(SCH 40)WWWWWWW
W SSSSSSSSSSSSSS SSSSSSSSSSSSSSUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEEXIST1 14" SS FORCE MAIN(SCH 40)UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEPROVIDE ELEC SERVICEFROM TRANSFORMERFIELD VERIFY LOCATION1 12" WSS CONNECTIONINV = 1066.00SEE PLUM4" SSEXIST1 14" SS FORCE MAIN(SCH 40)CHECK VALVE/LATERAL KITS (2)1 14" SS1 14" SS1 12" WPROPOSEDBUILDING4,032 SFFFE=1069.001 12" WGRINDER PUMP STATIONE-ONE DH151-92TOP=1068.50BOT=1062.47TAP EXIST 3"WINSTALL 1 12" GVPROVIDE 18" MINVERTICAL SEPARATIONBETWEEN WATER ANDSEWER LINESCUT AND PATCHEXIST ASPH22.5° BENDCONNECT TO EXIST1 14" FORCE MAINWITH NEW WYECONNECTIONPROVIDE ELEC SERVICEFROM TRANSFORMERFIELD VERIFY LOCATION107010681069WATER CONNECTIONSEE PLUMUGE CONNECTIONSEE ELEC1.CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FORMARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION ORCONSTRUCTION2.UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS ASDETERMINED FROM A FIELD SURVEY OF ABOVE GROUND UTILITYFEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS,AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS AREDIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THEARCHITECT/ENGINEER IMMEDIATELY.3.THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THEPLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES AREENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS,CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY ANDTHE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL TAKENECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGEDUTILITIES AS SOON AS POSSIBLE.4.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALLUNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION.5.ALL UTILITIES WILL BE VISUALLY INSPECTED BY THE COUNTY INSPECTORPRIOR TO BACKFILLING TRENCHES.6.THERE SHALL BE A PRE CONSTRUCTION MEETING WITH THECONTRACTOR, ARCHITECT/ENGINEER, AND THE OWNER PRIOR TOBEGINNING CONSTRUCTION.7.ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND.8.COORDINATE WATER AND SEWER CONNECTIONS TO BUILDING WITHPLUMBING DRAWINGS.9.COORDINATE ELECTRICAL CONNECTION TO BUILDING WITH ELECTRICALDRAWINGS.10.COORDINATE DATA / FIRE ALARM CONNECTION TO BUILDING WITHELECTRICAL DRAWINGS.UTILITY PLAN NOTESTIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAUTILITYPLANC201JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:07WASAPR 20, 2022CONSTRUCTION DRAWINGSUTILITY PLAN2021188CTEC BUILDING1" = 20'-0"40'20'010'20'
288WOODSTORAGE11098STORAGE104178DIRECTOROFFICE103157OFFICE105118JAN/STOR1161044CARPENTRY11250VESTIBULE101546CORRIDOR102144ELECTRIC1141075
1075107010651065106510651065106010601055WWWWWWWW106710681068106810681067
EXIST 3" W(SCH 40)WWWWWWW
W SSSSSSSSSSSSSS UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEEXIST1 14" SS FORCE MAIN(SCH 40)SSSSSSSSSSSSSSSSUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEPROVIDE ELEC SERVICEFROM TRANSFORMERFIELD VERIFY LOCATION1 12" WEXIST1 14" SS FORCE MAIN(SCH 40)1 12" WPROPOSEDBUILDING4,032 SFFFE=1069.001 12" W4" SSNEW 4" SSGRAVITY LINEREMOVE EXISTPUMP STATIONADD CLEANOUTAPPROX INV=1062.00GRINDER PUMP STATIONE-ONE DH-152-93TOP=1062.00INV=1056.54CONNECT TO EXIST1 14" FORCE MAINWITH NEW WYECONNECTIONSS CONNECTIONINV=1066.00SEE PLUM4" SS4" SS4" SSCOINV=1061.00DEMO 1 14 " FORCE MAINFROM PUMP STATIONTO CONNECTION POINTCOINV=1065.50TAP EXIST 3"WINSTALL 1 12" GVPROVIDE 18" MINVERTICAL SEPARATIONBETWEEN WATER ANDSEWER LINESCUT AND PATCHEXIST ASPH22.5° BENDCUT AND PATCHEXIST ASPHCUT AND PATCHEXIST CONCPROVIDE ELEC SERVICEFROM TRANSFORMERFIELD VERIFY LOCATION107010681069WATER CONNECTIONSEE PLUMUGE CONNECTIONSEE ELEC1.CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FORMARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION ORCONSTRUCTION2.UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS ASDETERMINED FROM A FIELD SURVEY OF ABOVE GROUND UTILITYFEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS,AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS AREDIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THEARCHITECT/ENGINEER IMMEDIATELY.3.THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THEPLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES AREENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS,CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY ANDTHE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL TAKENECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGEDUTILITIES AS SOON AS POSSIBLE.4.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALLUNDERGROUND UTILITIES BEFORE COMMENCING WITH CONSTRUCTION.5.ALL UTILITIES WILL BE VISUALLY INSPECTED BY THE COUNTY INSPECTORPRIOR TO BACKFILLING TRENCHES.6.THERE SHALL BE A PRE CONSTRUCTION MEETING WITH THECONTRACTOR, ARCHITECT/ENGINEER, AND THE OWNER PRIOR TOBEGINNING CONSTRUCTION.7.ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND.8.COORDINATE WATER AND SEWER CONNECTIONS TO BUILDING WITHPLUMBING DRAWINGS.9.COORDINATE ELECTRICAL CONNECTION TO BUILDING WITH ELECTRICALDRAWINGS.10.COORDINATE DATA / FIRE ALARM CONNECTION TO BUILDING WITHELECTRICAL DRAWINGS.UTILITY PLAN NOTESTIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAUTILITYPLANALTERNATEC202JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:07WASAPR 20, 2022CONSTRUCTION DRAWINGSUTILITY PLAN ALTERNATE2021188CTEC BUILDING1" = 20'-0"40'20'010'20'
WATERLINE PROFILE10501055106010651070107510801050105510601065107010751080-0+200+001+002+002+753"x112" WET TAP(1) 112" GVSTATION 0+0022.5° BEND22.5° BENDBUILDING CONNECTIONSTATION 0+00PROPOSED GRADEEXISTING GRADEEXISTING GRADE112" W112" W112" WEXIST 18" SDINV:1056.734" SS (ALT)INV:1057.253' MIN. COVER1.5' MINCLEAR1.5' MINCLEAR1" = 20'-0"40'20'010'20'TIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAWATER LINEDETAILSC203JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:07WASAPR 20, 2022CONSTRUCTION DRAWINGSWATER LINE PROFILE2021188CTEC BUILDINGPIPEEMBEDMENTBEDDINGINITIALBACKFILLFINALBACKFILLTRACER WIRENOT LESS THAN6" NOR MORETHAN 12"6" MINPIPE ZONE6"-12"COVEREXCAVATED TRENCHWIDTHWARNING TAPEPLASTICPIPEWIDTHSPRINGLINENOTES:1.BEDDING SHALL BE VDOT #8 AGGREGATE FORWATER PIPE.2.ABOVE DETAIL APPLIES TO ALL STORM, SANITARYSEWER, AND WATER PIPING.TRENCH CROSS SECTION FORPLASTIC PIPENO SCALE8"MAX8"MAXWWARNING TAPEWBEDDING THICKNESS TO ADEPTH OF 18 PIPEDIAMETER, 6" MINIMUMMAXIMUM TRENCH WIDTH "W"TAKEN AT TOP OF PIPENOTES:1.PROVIDE BEDDING IN ACCORDANCE WITH THESPECIFICATIONS.2.ABOVE DETAIL APPLIES TO ALL STORM, SANITARYSEWER AND WATER PIPING. WHERE TRENCH IS IN DIRT,BEDDING IS NOT REQUIRED FOR DUCTILE IRON PIPE.TRENCH CROSS SECTION FORNON-PLASTIC PIPENO SCALE10'5'010'20'1" = 10'-0"HORIZONTAL:VERTICAL:
SANITARY SEWER - BASE PROFILE10501055106010651070107510801050105510601065107010751080-0+200+001+002+002+75CONNECT TO EXIST114" FORCE MAINW/ NEW WYECONNECTIONINV IN: MATCH EX INVGRINDER PUMP STATIONE-ONE DH-151-92TOP=1068.50SS CONNECTION4"SS114" FM114" FMINV OUT: 1065.50 (114"FM)INV IN: 1065.50 (4"SS)INV OUT: 1066.00 (4"SS)PROPOSED GRADEEXISTING GRADEEXIST 18" SDINV:1056.541.5' MINCLEAR2' MINCOVERBOTTOM OF PUMPSTRUCTURE = 1062.472021188CTEC BUILDINGPIPEEMBEDMENTBEDDINGINITIALBACKFILLFINALBACKFILLTRACER WIRENOT LESS THAN6" NOR MORETHAN 12"6" MINPIPE ZONE6"-12"COVEREXCAVATED TRENCHWIDTHWARNING TAPEPLASTICPIPEWIDTHSPRINGLINENOTES:1.BEDDING SHALL BE VDOT #8 AGGREGATE FORWATER PIPE.2.ABOVE DETAIL APPLIES TO ALL STORM, SANITARYSEWER, AND WATER PIPING.TRENCH CROSS SECTION FORPLASTIC PIPENO SCALETIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIASEWER LINEDETAILSC204JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:07WASAPR 20, 2022CONSTRUCTION DRAWINGSSEWER LINE PROFILE1" = 20'-0"40'20'010'20'10'5'010'20'1" = 10'-0"HORIZONTAL:VERTICAL:11`4° BENDBENDFITTINGS REQUIRED FOR EACH CLEANOUT45° BEND45° BEND90°67 1/2°56 1/4°78 3/4°22321 11 1 ANGLEWYE45° BEND1001 0101 22`8° BEND DIRECTION OF FLOW1 111 ADAPTCLEANOUTSEE TABLEBELOWANGLECAST IRON CLEANOUT CAP WITH BRASSPLUG HAVING A COUNTERSUNK SQUAREHEADPANELLA MODEL PA4SV-CSK (4")PANELLA MODEL PA6SV-CSK (6")SQUARE CONC SKID PAD18"X18"X12" DEEP2'2'4" STONESET HEIGHT AS REQUIREDGRADE SURFACE AWAYFROM CLEANOUT18"COMPACTED VDOT #10 STONE ORSAND TO SUPPORT RISERCLEANOUT DETAILNO SCALE
SANITARY SEWER - ALTERNATE PROFILE10501055106010651070107510801050105510601065107010751080-0+200+001+002+002+50CLEANOUTTOP=1068.39146.11 L.F. OF4" SD @ 3.08%CLEANOUTTOP=1064.84GRINDER PUMP STATIONE-ONE DH-152--93TOP=1062.00SS CONNECTIONINV OUT:1061.00 (4")INV IN:1061.00 (4")INV OUT:1065.50 (4")INV IN:1065.50 (4")INV OUT:1066.00 (4")PROPOSED GRADEEXISTING GRADEEXIST 18" SDINV:1056.541.5' MINCLEAR2' MINCOVERINV OUT: 1060.06 (114"FM)INV IN: 1059.00 (4"SS)BOTTOM OF PUMPSTRUCTURE = 1056.5451.63 L.F. OF4" SD @ 3.87%10.00 L.F. OF4" SD @ 5.00%2021188CTEC BUILDINGPIPEEMBEDMENTBEDDINGINITIALBACKFILLFINALBACKFILLTRACER WIRENOT LESS THAN6" NOR MORETHAN 12"6" MINPIPE ZONE6"-12"COVEREXCAVATED TRENCHWIDTHWARNING TAPEPLASTICPIPEWIDTHSPRINGLINENOTES:1.BEDDING SHALL BE VDOT #8 AGGREGATE FORWATER PIPE.2.ABOVE DETAIL APPLIES TO ALL STORM, SANITARYSEWER, AND WATER PIPING.TRENCH CROSS SECTION FORPLASTIC PIPENO SCALETIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIASEWER LINEDETAILSALTERNATEC205JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:07WASAPR 20, 2022CONSTRUCTION DRAWINGSSEWER LINE PROFILE1" = 20'-0"40'20'010'20'10'5'010'20'1" = 10'-0"HORIZONTAL:VERTICAL:11`4° BENDBENDFITTINGS REQUIRED FOR EACH CLEANOUT45° BEND45° BEND90°67 1/2°56 1/4°78 3/4°22321 11 1 ANGLEWYE45° BEND1001 0101 22`8° BEND DIRECTION OF FLOW1 111 ADAPTCLEANOUTSEE TABLEBELOWANGLECAST IRON CLEANOUT CAP WITH BRASSPLUG HAVING A COUNTERSUNK SQUAREHEADPANELLA MODEL PA4SV-CSK (4")PANELLA MODEL PA6SV-CSK (6")SQUARE CONC SKID PAD18"X18"X12" DEEP2'2'4" STONESET HEIGHT AS REQUIREDGRADE SURFACE AWAYFROM CLEANOUT18"COMPACTED VDOT #10 STONE ORSAND TO SUPPORT RISERCLEANOUT DETAILNO SCALE
288WOODSTORAGE11098STORAGE104178DIRECTOROFFICE103157OFFICE105118JAN/STOR1161044CARPENTRY11250VESTIBULE101546CORRIDOR102144ELECTRIC11467.0969.0068.3367.4569.0069.0068.9068.9068.6069.0069.0068.6068.5668.6068.5667.8067.3166.9266.9166.9968.8068.8068.5667.29106710681068106810681067 WALL STEP72.50 TOP172.00 TOP271.00 BOT72.00 TOP69.00 BOT73.00 TOP72.50 BOTWALL STEP73.00 TOP172.50 TOP272.00 BOTWALL STEP73.00 TOP172.50 TOP272.00 BOTWALL STEP72.50 TOP172.00 TOP271.00 BOTPROPOSEDBUILDING4,032 SFFFE=1069.00SPLASH BLOCK(TYP)DSDOWNSPOUTDISCHARGE TOCONC PAD (TYP)DSDSDSDS68.3368.5268.8068.80107067.6066.60106810691.NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANSREPRESENT FINISHED GRADE ELEVATIONS.2.CONTRACTOR'S FINISHED GRADE ELEVATIONS SHALL BE WITHIN ONETENTH OF A FOOT OF PLAN ELEVATIONS.3.GRADE ALL AREAS TO SLOPE AWAY FROM THE PROPOSED STRUCTURE.4.THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLYSTRAW MAT AND PERMANENT SEEDING TO ALL DISTURBED UNPAVEDAREAS.5.RESTORE ANY AREAS OR SITE FEATURES, NOT DESIGNATED AS “TO BEREMOVED”, THAT ARE DAMAGED BY CONSTRUCTION ACTIVITIES DURINGTHE COURSE OF THE EXECUTION OF THE CONTRACT. THE WORK MAYINCLUDE SUCH REPAIRS AS TURF AND LANDSCAPE RENOVATION ORREPLACEMENT, AND SOIL PREPARATION SUCH AS MAY BE NECESSARY TORETURN THE SITE TO AN “AS GOOD AS” OR “BETTER THAN” EXISTINGCONDITIONS.GRADING PLAN NOTESTIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAGRADINGPLANC301JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:07WASAPR 20, 2022CONSTRUCTION DRAWINGSGRADING PLAN2021188CTEC BUILDING10'5'010'20'1" = 10'-0"
288WOODSTORAGE11098STORAGE104178DIRECTOROFFICE103157OFFICE105118JAN/STOR1161044CARPENTRY11250VESTIBULE101546CORRIDOR102144ELECTRIC11467.0967.3166.9266.9166.99SPLASH BLOCK(TYP)DSDOWNSPOUTDISCHARGE TOCONC PAD (TYP)DSDSDSDS69.0068.3367.4569.0069.0068.9068.9068.6069.0069.0068.6068.5668.6068.5667.0068.8068.8068.5668.5668.5666.6066.2067.29WALL STEP72.50 TOP172.00 TOP271.00 BOT72.00 TOP69.00 BOT73.00 TOP72.50 BOTWALL STEP73.00 TOP172.50 TOP272.00 BOTWALL STEP73.00 TOP172.50 TOP272.00 BOTWALL STEP72.50 TOP172.00 TOP271.00 BOT68.3368.521067106810681068106810681067PROPOSEDBUILDING4,032 SFFFE=1069.0010701.NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANSREPRESENT FINISHED GRADE ELEVATIONS.2.CONTRACTOR'S FINISHED GRADE ELEVATIONS SHALL BE WITHIN ONETENTH OF A FOOT OF PLAN ELEVATIONS.3.GRADE ALL AREAS TO SLOPE AWAY FROM THE PROPOSED STRUCTURE.4.THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLYSTRAW MAT AND PERMANENT SEEDING TO ALL DISTURBED UNPAVEDAREAS.5.RESTORE ANY AREAS OR SITE FEATURES, NOT DESIGNATED AS “TO BEREMOVED”, THAT ARE DAMAGED BY CONSTRUCTION ACTIVITIES DURINGTHE COURSE OF THE EXECUTION OF THE CONTRACT. THE WORK MAYINCLUDE SUCH REPAIRS AS TURF AND LANDSCAPE RENOVATION ORREPLACEMENT, AND SOIL PREPARATION SUCH AS MAY BE NECESSARY TORETURN THE SITE TO AN “AS GOOD AS” OR “BETTER THAN” EXISTINGCONDITIONS.GRADING PLAN NOTESTIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAGRADINGPLANALTERNATEC302WASJRF CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEER200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:08WASAPR 20, 2022CONSTRUCTION DRAWINGSGRADING PLAN ALTERNATE2021188CTEC BUILDING10'5'010'20'1" = 10'-0"
1075
10651065106510651065106010601055WWWWWWWW106710681068106810681067
WWWWWWW
W
W SSSSSSSSSSSSSS
SS SSSSSSSSSSSSSSUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGETOPSOILSTOCKPILEAREASSFSSFCECESSFSSFSSFSSFSSFDISTURBED AREA0.63 ACRESPROPOSEDBUILDING4,032 SFFFE=1069.00SSFDISTURBED AREA0.63 ACRESDISTURBED AREA0.63 ACRES107010681069EROSION CONTROL PLAN NOTES1.THE CONTRACTOR SHALL ASSIGN A RESPONSIBLE LAND DISTURBER (RLD)TO THIS PROJECT PRIOR TO THE COMMENCEMENT OF ANY LANDDISTURBING ACTIVITIES.2.THE RLD SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE,AND REPAIR OF ALL EROSION & SEDIMENT CONTROL MEASURES ON THISPROJECT.3.THE RLD SHALL BE THE PRIMARY CONTACT FOR NOTIFICATION OFPROBLEMS OR EMERGENCIES.4.THE RLD SHALL SUBMIT MONITORING REPORTS NOTING ANY FAILURES ORPROBLEM AREAS, AND HOW THEY ARE BEING ADDRESSED. MONITORINGREPORTS SHALL BE SUBMITTED BIWEEKLY TO LOCAL INSPECTORS AND TOTHE ARCHITECT / ENGINEER.I, ____________________________________, AM CERTIFIED BY THE STATE OFVIRGINIA AS A "RESPONSIBLE LAND DISTURBER" AND SHALL BE RESPONSIBLEFOR THE EROSION AND SEDIMENT CONTROL IMPLEMENTATION AS SHOWN ONTHIS PLAN.SIGNATURE:___________________________________CERTIFICATION NO:___________________________________EXPIRATION DATE:___________________________________PHONE NUMBER:___________________________________ADDRESS:______________________________________________________________________1.ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE INACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROLHANDBOOK, LATEST EDITION.2.ALL EROSION CONTROL MEASURES WHICH SERVE THIS SITE SHALLREMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTILTHE AREAS THEY SERVE HAVE BEEN STABILIZED. CONTRACTOR SHALLREMOVE ALL EROSION CONTROL MEASURES THAT SERVE THIS SITE ONCETHE AREAS THEY SERVE HAVE BEEN STABILIZED, AND STABILIZATION HASBEEN APPROVED IN WRITING BY LOCAL INSPECTORS. ALL TEMPORARYCONTROLS MUST BE REMOVED WITHIN 30 DAYS ONCE THEY ARE DEEMEDNO LONGER NECESSARY. TRAPPED SEDIMENT MUST BE REMOVED ANDAPPROPRIATELY STABILIZED.3.CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURESAS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS.4.CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OFMUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS ASNECESSARY.5.ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILESSHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 7 DAYSAFTER INSTALLATION.6.CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE ASNECESSARY TO ADAPT TO FIELD CONDITIONS. CONTRACTOR SHALL MOVETHE CONSTRUCTION ENTRANCE FROM ITS LOCATION AS SHOWN ON THEPLAN ONLY AS APPROVED BY LOCAL INSPECTORS.7.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TODENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHEDON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALLBE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BEAT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FORLONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIEDTO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR.8.PROVIDE SURFACE ROUGHENING AT ALL SLOPES WHICH ARE 3:1 ORGREATER TO AID IN STABILIZATION.9.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BESTABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THECONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION ANDPERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELLAS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT.10.SILT FENCE AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALLBE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITYAND SHALL BE MADE FUNCTIONAL BEFORE ANY UPSLOPE LANDDISTURBANCE TAKES PLACE.11.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTIONCONFERENCE WITH LOCAL INSPECTORS PRIOR TO ANY LAND DISTURBINGACTIVITIES. THE LOCAL INSPECTORS SHALL BE NOTIFIED AT LEAST ONEWEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE.12.A LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM THE FREDERICKCOUNTY PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK ON THE SITE.RESPONSIBLE LAND DISTURBER1" = 20'-0"40'20'010'20'TIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAEROSIONCONTROLPLANC401JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:08WASAPR 20, 2022CONSTRUCTION DRAWINGSEROSION CONTROL PLAN2021188CTEC BUILDING3.02ST'D. & SPEC.3.05DESCRIPTIONCONSTRUCTION ENTRANCESUPER SILT FENCEEROSION CONTROL LEGENDSYMBOLCESSF
1075
10651065106510651065106010601055WWWWWWWWDISTURBED AREA0.81 ACRESDISTURBED AREA0.81 ACRESSSFCECECESSFSSFTOPSOILSTOCKPILEAREASSFSSFWWWWWWW
W
W SSSSSSSSSSSSSS
SS SSSSSSSSSSSSSSUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEDISTURBED AREA0.81 ACRESSSFSSFSSF1067106810681068106810681067PROPOSEDBUILDING4,032 SFFFE=1069.001070EROSION CONTROL PLAN NOTES1.THE CONTRACTOR SHALL ASSIGN A RESPONSIBLE LAND DISTURBER (RLD)TO THIS PROJECT PRIOR TO THE COMMENCEMENT OF ANY LANDDISTURBING ACTIVITIES.2.THE RLD SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE,AND REPAIR OF ALL EROSION & SEDIMENT CONTROL MEASURES ON THISPROJECT.3.THE RLD SHALL BE THE PRIMARY CONTACT FOR NOTIFICATION OFPROBLEMS OR EMERGENCIES.4.THE RLD SHALL SUBMIT MONITORING REPORTS NOTING ANY FAILURES ORPROBLEM AREAS, AND HOW THEY ARE BEING ADDRESSED. MONITORINGREPORTS SHALL BE SUBMITTED BIWEEKLY TO LOCAL INSPECTORS AND TOTHE ARCHITECT / ENGINEER.I, ____________________________________, AM CERTIFIED BY THE STATE OFVIRGINIA AS A "RESPONSIBLE LAND DISTURBER" AND SHALL BE RESPONSIBLEFOR THE EROSION AND SEDIMENT CONTROL IMPLEMENTATION AS SHOWN ONTHIS PLAN.SIGNATURE:___________________________________CERTIFICATION NO:___________________________________EXPIRATION DATE:___________________________________PHONE NUMBER:___________________________________ADDRESS:______________________________________________________________________1.ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE INACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROLHANDBOOK, LATEST EDITION.2.ALL EROSION CONTROL MEASURES WHICH SERVE THIS SITE SHALLREMAIN IN PLACE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTILTHE AREAS THEY SERVE HAVE BEEN STABILIZED. CONTRACTOR SHALLREMOVE ALL EROSION CONTROL MEASURES THAT SERVE THIS SITE ONCETHE AREAS THEY SERVE HAVE BEEN STABILIZED, AND STABILIZATION HASBEEN APPROVED IN WRITING BY LOCAL INSPECTORS. ALL TEMPORARYCONTROLS MUST BE REMOVED WITHIN 30 DAYS ONCE THEY ARE DEEMEDNO LONGER NECESSARY. TRAPPED SEDIMENT MUST BE REMOVED ANDAPPROPRIATELY STABILIZED.3.CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURESAS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS.4.CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OFMUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS ASNECESSARY.5.ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILESSHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 7 DAYSAFTER INSTALLATION.6.CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE ASNECESSARY TO ADAPT TO FIELD CONDITIONS. CONTRACTOR SHALL MOVETHE CONSTRUCTION ENTRANCE FROM ITS LOCATION AS SHOWN ON THEPLAN ONLY AS APPROVED BY LOCAL INSPECTORS.7.PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TODENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHEDON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALLBE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BEAT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FORLONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIEDTO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR.8.PROVIDE SURFACE ROUGHENING AT ALL SLOPES WHICH ARE 3:1 ORGREATER TO AID IN STABILIZATION.9.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BESTABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THECONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION ANDPERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELLAS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT.10.SILT FENCE AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALLBE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITYAND SHALL BE MADE FUNCTIONAL BEFORE ANY UPSLOPE LANDDISTURBANCE TAKES PLACE.11.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTIONCONFERENCE WITH LOCAL INSPECTORS PRIOR TO ANY LAND DISTURBINGACTIVITIES. THE LOCAL INSPECTORS SHALL BE NOTIFIED AT LEAST ONEWEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE.12.A LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM THE FREDERICKCOUNTY PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK ON THE SITE.RESPONSIBLE LAND DISTURBERCESSF1" = 20'-0"40'20'010'20'TIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAEROSIONCONTROLPLANALTERNATEC402JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:08WASAPR 20, 2022CONSTRUCTION DRAWINGSEROSION CONTROL PLAN ALTERNATE2021188CTEC BUILDING3.02ST'D. & SPEC.3.05DESCRIPTIONCONSTRUCTION ENTRANCESUPER SILT FENCEEROSION CONTROL LEGENDSYMBOL
EROSION CONTROL MAINTENANCE NOTES1.SEEDBED PREPARATION, FERTILIZATION, LIMING, PLANTING, ANDMAINTENANCE SHALL BE PERFORMED IN ACCORDANCE WITH THEREQUIREMENTS OF SECTION 3.32 OF THE VIRGINIA EROSION & SEDIMENTCONTROL HANDBOOK.2.GRASS SEED: PROVIDE GRASS SEED OF PURE, LIVE, CERTIFIED MIXTUREOF RE-CLEANED SEED OF THE LATEST CROP, AND CONTAINING WEEDSEED LESS THAN 0.5% BY WEIGHT OF THE TOTAL MIXTURE. SEEDMIXTURES FOR VARIOUS AREAS ON SITE ARE LISTED BELOW.3.FERTILIZER: PROVIDE COMMERCIALLY PREPARED, GRANULAR FERTILIZERCOMPLETELY BALANCED WITH ALL PLANT NUTRIENTS. PROVIDEFERTILIZER UNIFORM IN COMPOSITION, DRY AND FREE FLOWING.FERTILIZER SHALL BE OF 10-10-10 ANALYSIS (PERCENTAGE BY WEIGHT)CONTAINING 10% NITROGEN, 10% PHOSPHORUS, AND 10% POTASSIUM.APPLY FERTILIZER TO LAWN AREAS AT THE RATE OF 25 LBS. PER 1000 SQFT.4.LIMESTONE: PROVIDE RAW, GROUND, AGRICULTURAL LIMESTONE NOTLESS THAN 90% CALCIUM CARBONATE. APPLY LIMESTONE TO LAWNAREAS AT THE RATE OF 100 LBS PER 1000 SQ FT, OR AS NEEDED TOOBTAIN A pH VALUE OF 6.5.5.MULCH: PROVIDE MULCH FOR NEWLY SEEDED AREAS CONSISTING OFLOOSE, CLEAN, DRY STRAW, FREE OF SEEDS.6.MAINTENANCE: WATER LAWN AREAS THOROUGHLY AND IMMEDIATELYAFTER SEEDING EACH AREA. WATER LAWN AREAS ONCE A WEEK UNTIL ATHICK COVER OF GRASS IS ESTABLISHED. RE-SEED BARE AREAS UNTILESTABLISHMENT OF A THICK GRASS COVER. HEIGHT OF GRASS SHALLNOT EXCEED 6 INCHES ON LAWN AREAS AND MAINTAINABLE SLOPES.CONTRACTOR SHALL MOW WHEN HEIGHT REACHES 6 INCHES.7.PREPARATION: IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL, DISKTHE ENTIRE TOPSOILED AREA TO THE FULL DEPTH OF TOPSOIL AND RAKETHE AREA FREE OF STONES AND DEBRIS OVER 1/2 INCH IN ANYDIMENSION TO THE FULL DEPTH OF TOPSOIL.8.PLANTING: SOW SEED UNIFORMLY AT THE RECOMMENDED RATES,DIVIDED IN HALF AND SOWN IN CROSS SECTIONS.9.HYDROSEEDING:MULCH: PROVIDE FIBER MULCH, BIODEGRADABLE, DYED-WOOD,CELLULOSE-FIBER MULCH; NONTOXIC; FREE OF PLANT-GROWTH ORGERMINATION INHIBITORS; WITH MAXIMUM MOISTURE CONTENT OF 15PERCENT AND A pH RANGE OF 4.5 TO 6.5.TACKIFIER: PROVIDE NON-ASPHALTIC COLLOIDAL TACKIFIERRECOMMENDED BY FIBER-MULCH MANUFACTURER FOR SLURRYAPPLICATION; NON TOXIC AND FREE OF PLANT-GROWTH OR GERMINATIONINHIBITORS. TACKIFIERS SHALL BE USED AT THE CREST OF HILLS AND ONALL SLOPES, CHANNELS, AND OTHER AREAS PRONE TO EROSION.MIX SPECIFIED SEED, FERTILIZER, AND FIBER MULCH IN WATER, USINGEQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION.CONTINUE MIXING UNTIL UNIFORMLY BLENDED INTO HOMOGENEOUSSLURRY SUITABLE FOR HYDRAULIC APPLICATION. MIX SLURRY WITH THETACKIFIER AT THE MANUFACTURERS RECOMMENDED RATES. APPLYSLURRY UNIFORMLY TO ALL AREAS TO BE SEEDED IN A ONE-STEPPROCESS. APPLY MULCH AT A MINIMUM RATE OF 1,500 LB/ACRE DRYWEIGHT BUT NOT LESS THAN THE RATE REQUIRED TO OBTAIN SPECIFIEDSEED-SOWING RATE.STABILIZATION AND PLANTING NOTESPROJECT DESCRIPTIONTHE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A VOCATIONAL EDUCATION BUILDING ON THE TIMBERRIDGE CAMPUS, NEXT TO THE EXISTING GYMNASIUM. SITEWORK INCLUDES CLEARING THE RESPECTIVEAREA, INSTALLATION OF NECESSARY UTILITIES, GRADING, AND THE PLACEMENT OF ACCOMPANYINGCONCRETE WALK AND PADS. IN THE BASE GRADING SCENARIO APPROXIMATELY 0.63 ACRES OF THE 152.25ACRE PARCEL WILL BE DISTURBED. IN THE ALTERNATE GRADING SCENARIO APPROXIMATELY 0.81 ACRESOF THE 152.25 ACRE PARCEL WILL BE DISTURBED. LAND DISTURBANCE IS SCHEDULED TO BEGIN SPRING OF2022 AND PROJECT COMPLETION IS ANTICIPATED AT THE END OF FALL 2022.EXISTING SITE CONDITIONSLOCATION & DESCRIPTIONLOCATED IN THE NORTH EASTERN PORTION OF FREDERICK COUNTY, VIRGINIA SITUATED ALONG NEW HOPEROAD. THE SITE CONTAINS EXISTING SCHOOL BUILDINGS/CAMPUS, PARKING LOTS, TENNIS COURTS,ATHLETIC FIELDS, OPEN AREAS AND SOME TREES, ESPECIALLY ALONG THE PROPERTY LINES. THETOPOGRAPHY OF THE SITE RANGES FROM FLAT TO MODERATE/STEEP SLOPES.SLOPESTHE MAJORITY OF THE SITE CONSISTS OF SLOPES RANGING FROM 2% TO 15%. SLOPES NEAR THEEXISTING PARKING LOT AND WOODED AREA APPROACH 20%. THE SLOPES WHERE THE BUILDING ISPROPOSED REMAIN RELATIVELY FLAT. NEAR THE PROPOSED CONCRETE WALK EXISTING SLOPES REACHAPPROXIMATELY 10%.EXISTING SITE DRAINAGE AREASTHE SITE DRAINS TO A WOODED AREA AND EXISTING DRAINAGE AREA TO THE NORTH OF THE PROJECTSITE. THE SITE DRAINS TO AN EXISTING SWALE, WHICH THEN ENTERS A SMALL DETENTION POND.LIMITS OF DISTURBANCENO CLEARING OF BRUSH IS NECESSARY. GRADING WILL BE REQUIRED NEAR THE PROPOSED DROP INLETAND SURROUNDING THE PROPOSED BUILDING. EROSION CONTROL MEASURES WILL BE TAKENACCORDINGLY.ADJACENT PROPERTYTHE PARCEL IS BOUND TO THE EAST BY NEW HOPE ROAD (699). THE PARCEL IS BOUND BYUNDEVELOPED/AGRICULTURAL LAND TO THE NORTH, SOUTH AND EAST. THE PARCEL IS BOUND BY WOODSTO THE WEST.OFF-SITE AREASTHERE WILL BE NO OFF-SITE AREAS TO OBTAIN BORROW AND ALL EXCESS SOIL/TOPSOIL WILL BE STOREDIN A STOCKPILE ON SITE AS NOTED ON THE PLANS.SOILS & GEOLOGYGENERAL SOIL INFORMATION WAS GATHERED FROM THE SOIL SURVEY OF FREDERICK COUNTY VIRGINIA,PRODUCED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE - SOIL CONSERVATION SERVICE. THESOILS ARE DELINEATED ON THE SOIL MAP LOCATED IN THE APPENDIX. THE SOIL THAT IS PRESENT IN THEPROJECT AREA IS 18C GAINESBORO-LEHEW COMPLEX. GAINESBORO SOIL IS FORMED IN MOUNTAINOUSREGIONS AND ITS PARENT MATERIAL IS FORMED IN RESIDUUM FROM SHALE, SILTSTONE, AND SANDSTONE.THE RESULTING GAINESBORO SOIL CORRESPONDS WITH HYDRAULIC GROUP B. LEHEW IS ALSO FORMED INRESIDUUM FROM SHALE, SILTSTONE, AND SANDSTONE IN MOUNTAINOUS AREAS. LEHEW SOIL ISCLASSIFIED AS HYDRAULIC GROUP A. THE TYPICAL PROFILE FOR GAINESBORO SOIL FOLLOWSRESPECTIVELY FROM TOP TO BOTTOM: CHANNERY LOAM, VERY CHANNERY SILTY CLAY LOAM, EXTREMELYCHANNERY SILTY CLAY LOAM AND BEDROCK. WHEREAS, THE TYPICAL SOIL PROFILE FOR LEHEW SOILRESPECTIVELY INCREASING IN DEPTH: CHANNERY FINE SANDY LOAM, VERY FLAGGY SANDY LOAM,EXTREMELY FLAGGY SANDY LOAM, AND BEDROCK.CRITICAL AREASTHE DISTURBED SITE CONTAINS A SLOPED AREA FROM THE BUILDING PAD TO A PROPOSED YARD DRAIN.THE YARD DRAIN SHALL BE PROTECTED WITH SEEDING (TEMPORARY OR PERMANENT) AS QUICKLY ASPOSSIBLE AFTER THE SLOPE IS ESTABLISHED ALONG WITH INLET PROTECTION MEASURES OUTLINED INTHE FOLLOWING SECTION (EROSION AND SEDIMENT CONTROL MEASURES). THE SUITABLE ON-SITE SOILSMAY REQUIRE MOISTURE CONTENT ADJUSTMENTS FOR FILL PLACEMENT AND THE PLANNING OFEARTHWORK OPERATIONS SHOULD RECOGNIZE AND ACCOUNT FOR THESE EFFORTS AND INCREASEDCOSTS.THE CONTRACTOR IS CAUTIONED BY THE NOTES AND DIRECTIONS ON SITE PLANS THAT WORK OUTSIDETHE LIMITS OF CLEARING IS STRICTLY PROHIBITED. TEMPORARY SEEDING IS ALSO REQUIRED ON SLOPES,STOCKPILES AND OTHER AREAS WHICH ARE NOT AT FINAL GRADE, BUT WILL NOT BE WORKED ON FOR ANEXTENDED PERIOD OF TIME. THIS WILL MINIMIZE THE EROSION POTENTIAL WHILE PORTIONS OF THE SITEARE LEFT DORMANT.EROSION AND SEDIMENT CONTROL MEASURESALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTEDAND MAINTAINED ACCORDING TO STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION ANDSEDIMENT CONTROL HANDBOOK.STRUCTURAL PRACTICESSAFETY FENCE - 3.01A TEMPORARY SAFETY FENCE SHALL BE ERECTED ALONG THE LIMITS OF CONSTRUCTION AS SHOWN ONTHE DRAWINGS FOR EACH STAGE OF CONSTRUCTION. THIS SAFETY FENCE SHALL BE 6' HIGH CHAIN LINKFENCE. THE FENCE LOCATIONS SHALL BE ADJUSTED AS EACH PHASE OF CONSTRUCTION BEGINS TOENSURE OCCUPANT SAFETY AND CONTRACTOR ACCESS.TEMPORARY SEEDING - 3.31TEMPORARY SEEDING SHALL BE APPLIED TO AREAS WHICH HAVE BEEN DENUDED BUT ARE NOT YET ATFINAL GRADE. TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED WITHTEMPORARY SEEDING WITHIN 7 DAYS AFTER GRADING. TEMPORARY SEEDING SHALL CONSIST OF THEFOLLOWING:SPECIESRATEDATESANNUAL RYEGRASS60 LBS. PER ACRE3/1-4/30 + 8/15-11/1GERMAN MILLET50 LBS. PER ACRE5/1-8/15ANNUAL RYEGRASS AND50 LBS. PER ACRE11/1-3/1CEREAL (WINTER) RYE(50/50 MIX)PERMANENT SEEDING - 3.32IMMEDIATELY FOLLOWING FINAL GRADING, THE ENTIRE SITE WILL RECEIVE PERMANENT SEEDING ASFOLLOWS:SEEDBED PREPARATION, FERTILIZATION, LIMING, PLANTING, AND MAINTENANCE SHALL BE PERFORMED INACCORDANCE WITH THE REQUIREMENTS OF SECTION 3.32 OF THE VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK.GRASS SEED: PROVIDE GRASS SEED OF PURE, LIVE, CERTIFIED MIXTURE OF RE-CLEANED SEED OF THELATEST CROP, AND CONTAINING WEED SEED LESS THAN 0.5% BY WEIGHT OF THE TOTAL MIXTURE. USESEED MIXTURES FOR VARIOUS AREAS O SITE ARE LISTED IN SECTION 3.32 OF THE VESH.FERTILIZER: PROVIDE COMMERCIALLY PREPARED, GRANULAR FERTILIZER COMPLETELY BALANCED WITHALL PLANT NUTRIENTS. PROVIDE FERTILIZER UNIFORM IN COMPOSITION, DRY AND FREE FLOWING.FERTILIZER SHALL BE OF 10-10-10 ANALYSIS (PERCENTAGE BY WEIGHT) CONTAINING 10% NITROGEN, 10%PHOSPHORUS, AND 10% POTASSIUM. APPLY FERTILIZER TO LAWN AREAS AT THE RATE OF 25 LBS PER 1000SQ FT.LIMESTONE: PROVIDE RAW, GROUND, AGRICULTURAL LIMESTONE NOT LESS THAN 90% CALCIUMCARBONATE. APPLY LIMESTONE TO LAWN AREAS AT THE RATE OF 100 LBS PER 1000 SQ FT, OR AS NEEDEDTO OBTAIN A PH VALUE OF 6.5.MULCH: PROVIDE MULCH FOR NEWLY SEEDED AREAS CONSISTING OF LOOSE, CLEAN, DRY STRAW, FREE OFSEEDS.MAINTENANCE: WATER LAWN AREAS THOROUGHLY AND IMMEDIATELY AFTER SEEDING EACH AREA. WATERLAWN AREAS ONCE A WEEK UNTIL A THICK COVER OF GRASS IS ESTABLISHED. RESEED BARE AREAS UNTILESTABLISHMENT OF A THICK GRASS COVER. HEIGHT OF GRASS SHALL NOT EXCEED 6 INCHES ON LAWNAREAS AND MAINTAINABLE SLOPES. MOW WHEN THE HEIGHT REACHES 6 INCHES.PREPARATION: IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOP SOILED AREA TOTHE FULL DEPTH OF TOPSOIL AND RAKE THE AREA FREE OF STONES AND DEBRIS OVER INCH IN ANYDIMENSION TO THE FULL DEPTH OF THE TOPSOIL.PLANTING: SOW SEED UNIFORMLY AT THE RECOMMENDED RATES, DIVIDED IN HALF AND SOWN IN CROSSSECTIONS.MANAGEMENT STRATEGIES1.SAFETY FENCES AND INLET PROTECTION SHALL BE INSTALLED AS A FIRST STEP IN LAND-DISTURBINGACTIVITIES IN ORDER TO ISOLATE THE DISTURBED AREAS AND TRAP ANY SEDIMENT LADEN RUNOFFWHICH MIGHT BE GENERATED BY GRADING OPERATIONS.2.CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END ASQUICKLY AS POSSIBLE.3.ONCE THE TOPSOIL HAS BEEN STRIPPED AND STOCKPILED, IT SHALL BE SEEDED WITH PERMANENTSEEDING. ALL SOIL STOCKPILES SHALL RECEIVE PERMANENT SEEDING AND BE SURROUNDED BY SILTFENCE AS APPROPRIATE.4.AS FILL SOIL IS BEING PLACED, THE SLOPE SHALL BE SEEDED WITH TEMPORARY SEEDING TO PREVENTRUNOFF FROM RUTTING AND DAMAGING THE FILL SLOPE.5.ONCE FINISHED GRADE IS ACHIEVED, THE ENTIRE AREA SHALL BE TOPSOILED AND PERMANENTLYSEEDED.6.ONCE PERMANENT SEEDING HAS BEGUN TO GROW AND PERMANENT STABILIZATION MEASURES SUCHAS CONCRETE AND ASPHALT HAVE BEEN INSTALLED, ALL OF THE TEMPORARY EROSION CONTROLMEASURES SHALL BE REMOVED. AREAS CONTROLLED BY TEMPORARY MEASURES SHALL THEN BETOPSOILED AND PERMANENTLY SEEDED.PERMANENT STABILIZATIONVEGETATIVE COVER SHALL BE PROVIDED IN ACCORDANCE WITH PERMANENT SEEDING AS DEFINED BY THEDETAILED NOTES ON THIS SHEET.MAINTENANCERESPONSIBLE LAND DISTURBERTHE CONTRACTOR FOR THIS PROJECT SHALL ASSIGN A RESPONSIBLE LAND DISTURBER (RLD) FOR THISPROJECT PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. THIS INDIVIDUAL'SINFORMATION SUCH AS NAME, CERTIFICATION NUMBER, TELEPHONE NUMBER, AND ADDRESS SHALL BEWRITTEN IN ON SITE PLAN SHEET C401 ONCE THE INDIVIDUAL IS SELECTED. THE RLD SHALL BERESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND REPAIR OF ALL EROSION AND SEDIMENTCONTROL MEASURES ON THIS PROJECT. THE RLD SHALL BE THE PRIMARY CONTACT FOR NOTIFICATION OFPROBLEMS OR EMERGENCIES. MONITORING REPORTS NOTING ANY FAILURES OR PROBLEM AREAS, ANDHOW THEY ARE BEING ADDRESSED SHALL BE SUBMITTED BIWEEKLY TO THE FREDERICK COUNTYINSPECTORS AND TO THE DESIGN ENGINEER.EROSION CONTROL MEASURES1.ALL EROSION CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH RAINFALLPRODUCING RUNOFF TO ENSURE THEIR STRUCTURAL INTEGRITY.2.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS WILL BE FERTILIZED AND RESEEDED AS NEEDED.3.THE CONTRACTOR SHALL ADHERE TO ALL INSTRUCTIONS GIVEN BY INSPECTORS OR LOCAL OFFICIALS.ENVIRONMENTAL PROTECTIONPROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES AND CONDUCT CONSTRUCTION IN WAYS AND BYMETHODS THAT COMPLY WITH ENVIRONMENTAL REGULATIONS, AND MINIMIZE THE POSSIBILITY THAT AIR,WATERWAYS, AND SUBSOIL MIGHT BE CONTAMINATED OR POLLUTED, OR THAT OTHER UNDESIRABLEEFFECTS MIGHT RESULT. AVOID THE USE OF TOOLS AND EQUIPMENT WHICH PRODUCE HARMFUL NOISE.RESTRICT USE OF NOISE MAKING TOOLS AND EQUIPMENT TO HOURS THAT WILL MINIMIZE COMPLAINTSFROM PERSONS ON OR NEAR THE SITE. MAINTAIN EROSION CONTROL DEVICES. COMPLY WITH ALL LOCALCODED PERTAINING TO THESE ISSUES.COLLECTION AND DISPOSAL OF WASTECOLLECT WASTE FROM CONSTRUCTION AREAS AND ELSEWHERE DAILY. COMPLY WITH REQUIREMENTS OFNFPA 241 FOR REMOVAL OF COMBUSTIBLE WASTE MATERIAL AND DEBRIS. ENFORCE REQUIREMENTSSTRICTLY. DO NOT HOLD MATERIALS MORE THAN 7 DAYS DURING NORMAL WEATHER OR 3 DAYS WHEN THETEMPERATURE IS EXPECTED TO RISE ABOVE 80 DEGREES F. (27 DEGREES C). HANDLE HAZARDOUS,DANGEROUS, OR UNSANITARY WASTE MATERIALS SEPARATELY FROM OTHER WASTE BY CONTAINERIZINGPROPERLY. DISPOSE OF MATERIAL IN A LAWFUL MANNER.STORMWATER MANAGEMENTLESS THAN ONE ACRE OF THE PARCEL WILL BE DISTURBED DURING THIS PROJECT, THUS A VSMP IS NOTREQUIRED.1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKEDWEEKLY AND AFTER EACH RAINFALL PRODUCING RUNOFF TO INSURETHEIR STRUCTURAL INTEGRITY.2.SILT FENCES WILL BE CHECKED TO SEE THAT THEIR STRUCTURALINTEGRITY IS MAINTAINED, THERE IS NO RUNOFF BEING DIVERTEDAROUND THE FENCE, AND THERE IS NOT AN EXCESSIVE AMOUNT OFSEDIMENT BUILT-UP BEHIND THE FENCE.3.ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOODSTAND IS MAINTAINED. AREAS WILL BE FERTILIZED AND RE-SEEDED ASNEEDED.4.CONTRACTOR SHALL ADHERE TO ALL INSTRUCTIONS GIVEN BYINSPECTORS OR LOCAL OFFICIALS.5.THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY TOP DRESSINGSTONE PERIODICALLY IN ORDER TO PREVENT TRACKING OF MUD ONTOADJACENT ROADWAYS.6.ENVIRONMENTAL PROTECTION: PROVIDE PROTECTION, OPERATETEMPORARY FACILITIES AND CONDUCT CONSTRUCTION IN WAYS AND BYMETHODS THAT COMPLY WITH ENVIRONMENTAL REGULATIONS, ANDMINIMIZE THE POSSIBILITY THAT AIR, WATERWAYS AND SUBSOIL MIGHT BECONTAMINATED OR POLLUTED, OR THAT OTHER UNDESIRABLE EFFECTSMIGHT RESULT. AVOID USE OF TOOLS AND EQUIPMENT WHICH PRODUCEHARMFUL NOISE. RESTRICT USE OF NOISE MAKING TOOLS ANDEQUIPMENT TO HOURS THAT WILL MINIMIZE COMPLAINTS FROM PERSONSON OR NEAR THE SITE. MAINTAIN EROSION CONTROL DEVICES. COMPLYWITH ALL LOCAL CODES PERTAINING TO THESE ISSUES.7.COLLECTION AND DISPOSAL OF WASTE: COLLECT WASTE FROMCONSTRUCTION AREAS AND ELSEWHERE DAILY. COMPLY WITHREQUIREMENTS OF NFPA 241 FOR REMOVAL OF COMBUSTIBLE WASTEMATERIAL AND DEBRIS. ENFORCE REQUIREMENTS STRICTLY. DO NOTHOLD MATERIALS MORE THAN 7 DAYS DURING NORMAL WEATHER OR 3DAYS WHEN THE TEMPERATURE IS EXPECTED TO RISE ABOVE 80°F (27°C).HANDLE HAZARDOUS, DANGEROUS, OR UNSANITARY WASTE MATERIALSSEPARATELY FROM OTHER WASTE BY CONTAINERIZING PROPERLY.DISPOSE OF MATERIAL IN A LAWFUL MANNER.EROSION AND SEDIMENT CONTROL NARRATIVE18B18C18C18D18E18DPROJECT LOCATIONTIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAEROSIONCONTROLNOTESC403JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:08WASAPR 20, 2022CONSTRUCTION DRAWINGS2021188CTEC BUILDINGSOIL MAP250'125'0250'500'1" = 250'-0"
SILT FENCENO SCALE VAESC STD. & SPEC. 3.05 (MODIFIED)TIMBER RIDGE SCHOOLFREDERICK COUNTY, VIRGINIAEROSIONCONTROLDETAILSC404JRFWAS CHECKEDDATECOMM. NO.DRAWNREVISIONSNO.DESCRIPTIONDATEcby ZMM, INC.Lic. No. 031651WILLIAM A. SHELTONCOMMONWEALTH OF VIRGIN I A P R O FESSIONAL ENGINEERAPR 20, 2022200 Country Club Dr SW Plaza One Bldg EBlacksburg, Virginia 24060Phone: 540.552.2151Fax: 540.951.0219www.zmm.comKadlec, Leigh - O:\Timber Ridge Vocational Center 2021188\Civil\03 Drawings\2021188 Civil Sheets.dwg - Thu, 21 Apr , 2022 - 10:09WASAPR 20, 2022CONSTRUCTION DRAWINGS2021188CTEC BUILDING34" MIN.MAX. 6" MESH SPACINGWIRE FENCING MIN. 14 GAGEFLOW10' MAX SPACING c.c.14" MIN BURY DEPTH2"x2" MIN SIZE48" MIN LENGTHPOSTS:10' MAX.FLOWFLOW24"REINFORCED CORDSILT FENCE WITHPREFABRICATEDFLOWFLOW10' MAX SPACING c.c.14" MIN BURY DEPTH2"x2" MIN SIZE48" MIN LENGTHPOSTS:'SUPER SILT FENCE' NOTES:1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES.2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALREMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.5. POSTS SHALL BE CONSTRUCTED OF STEEL EITHER 6. FENCE SHALL BE WOVEN WIRE, 14 GAUGE, 6" MAX.7. FILTER CLOTH SHALL BE "FILTER X", MIRAFI 100X", 8. APPROVED PREFABRICATED UNITS INCLUDEMAX.OR STAPLES.6"WIREFILTER FABRICWIRE INTO THE TRENCH.EXTENSION OF FABRIC ANDEXCAVATED SOIL.4. BACKFILL AND COMPACT THEINTO THE TRENCH (4" MIN).THE WIRE FENCE AND EXTEND IT3. ATTACH THE FILTER FABRIC TOTHE POSTS WITH WIRE TIES2. ATTACH WIRE FENCING TOOF POSTS.TRENCH UPSLOPE ALONG THE LINE1. SET POSTS AND EXCAVATE A 6"x6" "GEOFAB", "ENVIROFENCE", OR APPROVED EQUAL."LINQ" GTF 180" OR APPROVED EQUAL."T" OR "U" TYPE OR 2" HARDWOOD.CONSTRUCTION ENTRANCENO SCALE VAESC STD. & SPEC. 3.02MESH OPENING