2022.01.10_Sidbury Amenity Center PlansISSUED FOR REVIEWNOT FOR CONSTRUCTIONKnow what'sbelow.before you dig.CallPROJECT DATANAME OF PROJECT:SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINAOWNER:D.R. HORTON131 RACINE DRIVE, SUITE 201WILMINGTON, NC 28403CONTACT: IAN FLANNERYPREPARED BY:MCKIM & CREED, INC243 NORTH FRONT STWILMINGTON, NC 28401PHONE: (910)343-1048FAX: (910)251-8282CONTACT: RICHARD A. MOORE, PEEMAIL: RAMOORE@MCKIMCREED.COMCOUNTY AND AGENCY CONTACTSA.New Hanover County PlanningPlanning and Land Use230 Government Center Drive, Suite 110Wilmington, NC 28403(910)798-7165B.New Hanover County Engineering230 Government Center Drive, Suite 160Wilmington, NC 28402-1810(910) 798-7051C.New Hanover CountySediment and Erosion Control230 Government Center Drive, Suite 160Wilmington, NC 28403(910) 798-7432D.Cape Fear Public Utility Authority235 Government Center DriveWilmington, NC 28403(910) 332-6626SIDBURY RD
I:\04245\0012\80-Drawings\Amenity Center\G001_042450012_AC.dwg, 1 G-001, 1/10/2022 2:19:33 PM
G-0022N/AN/AGENERAL NOTES’’’DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONI:\04245\0012\80-Drawings\Amenity Center\G002_042450012_AC.dwg, G-002, 1/10/2022 2:19:42 PM
OVERALL LIMITS OF DISTURBANCETEMPORARY DIVERSION DITCH (TDD-5)SEE DETAIL 1; SHEET CE-502TEMPORARY DIVERSION DITCH (TDD-9)SEE DETAIL 1; SHEET CE-502DITCH PLUGSEE DETAIL 4; SHEET CE-501DITCH PLUGSEE DETAIL 4; SHEET CE-501DITCH TO BE FILLED (TYP)DITCH TO BE FILLED (TYP)DITCH TO BE FILLED (TYP)DITCH TO BE FILLED (TYP)DITCH PLUGSEE DETAIL 4; SHEET CE-501TEMPORARYSILT FENCE (SF 12)SEE DETAIL 1;SHEET CE-501CLEAN WATERDIVERSION (CWD-1)SEE DETAIL 2; SHEETCE-502TEMPORARYSILT FENCE (SF 21)SEE DETAIL 1;SHEET CE-501TEMPORARY WATTLE / CHECK DAMSEE DETAIL 6; SHEET CE-501DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONCE-1015PHASE 1 EROSION AND SEDIMENT CONTROL1"=40'N/A0SCALE 1" = 40'80'40'40'NOTES1NOTE:·SILT FENCE TO BE PLACED AT LIMITS OFDISTURBANCE AND HAS BEEN SHOWN AS AN OFFSETFOR CLARITY.·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LFIN PERMANENT DIVERSION DITCH.·WETLAND INFORMATION BASED ON THE DELINEATIONPROGRESS SKETCH - WETLANDS FLAGGED AS OF11.30.18, PREPARED BY LAND MANAGEMENT GROUP.PHASE 1 DISTURBED AREA = 26.76 ACRESTOTAL DISTURBED AREA = 96.35 ACRESTHE AMENITY STATION IS A PORTION OF THECURRENT PHASE 1 GRADING PERMIT #35-20CONTAINING APPROXIMATELY 7.0 AC.LEGENDLIMITS OF DISTURBANCETEMPORARY SILT FENCETEMPORARY PERIMETER DIKETEMPORARY CONSTRUCTION ENTRANCEDISCHARGE PIPEFAIRCLOTH SKIMMEREXISTING WETLANDSPROJECT BOUNDARYWATTLE / CHECK DAMRIPRAP OUTLET PADTEMPORARY DIVERSION DITCHPHASE 1 CONSTRUCTION SEQUENCE1.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.THE EROSION CONTROL INSPECTOR, ENGINEER, ANDCONTRACTOR SHALL MEET AT THE NEW HANOVER COUNTYEROSION CONTROL INSPECTOR'S OFFICE.2.WORK IN THE INTIAL LIMITS OF DISTURBANCE AS SHOWN TOINSTALL CONSTRUCTION ENTRANCES, SILT FENCE, TEMPROARYDIVERSIONS AND SEDIMENT BASINS.3.INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCESAS SHOWN. CONTRACTOR SHALL MAINTAIN A SUFFICIENTGRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IFDIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEEDTO BE INSTALLED.4.INSTALL SILT FENCE AS NOTED ON PLANS BEFORECOMMENCING ANY LAND DISTURBING ACTIVITY OUTSIDE OF THEINITIAL LIMITS OF DISTURBANCE. SILT FENCE WILL BE INSTALLEDJUST INSIDE THE LIMITS OF DISTURBANCE LINE.5.INSTALL TEMPORARY SKIMMER BASINS WITHIN THE LIMITSOF CONSTRUCTION AS SHOWN ON THE PLANS IN ORDER TOTREAT SEDIMENT LADEN WATER. BASINS SHALL BECONSTRUCTED PRIOR TO CONSTRUCTION OF ANY DIVERSIONDITCHES THAT CONVEY WATER TO THE BASINS. CONTRACTOR TOFIELD ADJUST TEMPORARY DIVERSION DITCHES AS REQUIRED TOMAINTAIN THE DIVERSION TO THE BASINS.6.COMMENCE CLEARING, GRUBBING AND ROUGH GRADINGWITHIN THE OVERALL LIMITS OF DISTURBANCE.7.COMMENCE DEMOLITION OF EXISTING BUILDINGS, DRIVES,FENCES, GATES, WELLS, GARDENS AND EXISTING UTILITYSERVICES. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF,SALVAGED, OR RECYCLED PER THE PROJECT SPECIFICATIONS.8.COORDINATE DISCONNECTION OF EXISTING UTILITIES -KNOWN UTILTIES INCLUDE:·ELECTRICAL SERVICES AND POLES WITH DUKE ENERGYPROGRESS9.PROVIDE TEMPORARY STABILIZATION AND SEEDING ASNECESSARY TO PREVENT EROSION. REFER TO SHEET 46, CE-501FOR SEEDBED PREPARATION NOTES AND SEEDING SCHEDULE.CLEAN WATER DIVERSIONI:\04245\0012\80-Drawings\Amenity Center\CE-101_042450012_AC.dwg, CE-101, 1/10/2022 2:20:21 PM
253209210211229230231248249250251252254255256257258271272273274275276283284285286287288289290291292293294295296297298299300301302303342430431208227228247PHASE 1FUTURE PHASE 2FUTURE PHASE 2PHASE 1INLET PROTECTION (TYP.)AMENITY PONDEXISTING INLET PROTECTION (TYP.)TEMPORARYDIVERSION DITCH 9AND WATTLES TOREMAIN IN PLACEOUTLET STRUCTURE (TYP.)CLEAN WATER DIVERSION ANDWATTLES TO REMAIN IN PLACEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONCE-1026PHASE 2 EROSION AND SEDIMENT CONTROL1"=40'N/A0SCALE 1" = 40'80'40'40'NOTES1PHASE 1 DISTURBED AREA = 26.76 ACRESTOTAL DISTURBED AREA = 96.35 ACRESTHE AMENITY STATION IS A PORTION OF THECURRENT PHASE 1 GRADING PERMIT #35-20CONTAINING APPROXIMATELY 7.0 AC.PHASE 2 CONSTRUCTION SEQUENCE1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPONCOMPLETION OF CLEARING AND GRUBBING OPERATIONS,ROUGH GRADING OF THE SITE AND INSTALLATION OF THESTORM WATER COLLECTION SYSTEM.2.MAINTAIN MEASURES FROM PHASE 1 AS SHOWN IN THIS PHASE2 SEDIMENT AND EROSION CONTROL DRAWING.3.REMOVE MEASURES FROM PHASE 1 AS SHOWN. THISINCLUDES TEMPORARY DIVERSIONS. STABILIZE THESE AREASACCORDING TO THE STABILIZATION MEASURES REQUIREDHEREIN.4.INSTALL INLET PROTECTION AS SHOWN IN THE PHASE 2 PLANAND CONSTRUCTION DETAILS.5.COMPLETE CONSTRUCTION OF THE PROPOSEDIMPROVEMENTS.6.UPON COMPLETION OF CONSTRUCTION, ESTABLISHPERMANENT GROUND COVER AND OVERALL SITESTABILIZATION.7.REMOVE THE SEDIMENT AND EROSION CONTROL MEASURES.8.REFER TO G-002 FOR EROSION AND SEDIMENT CONTROLNOTES AND MAINTENANCE PLAN.NOTE:·SILT FENCE TO BE PLACED AT LIMITS OFDISTURBANCE AND HAS BEEN SHOWN AS AN OFFSETFOR CLARITY.·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LFIN PERMANENT DIVERSION DITCH.·WETLAND INFORMATION BASED ON THE DELINEATIONPROGRESS SKETCH - WETLANDS FLAGGED AS OF11.30.18, PREPARED BY LAND MANAGEMENT GROUP.LEGENDLIMITS OF DISTURBANCETEMPORARY SILT FENCETEMPORARY PERIMETER DIKETEMPORARY CONSTRUCTION ENTRANCEDISCHARGE PIPEFAIRCLOTH SKIMMEREXISTING WETLANDSPROJECT BOUNDARYWATTLE / CHECK DAMRIPRAP OUTLET PADTEMPORARY DIVERSION DITCHCLEAN WATER DIVERSIONI:\04245\0012\80-Drawings\Amenity Center\CE-102_042450012_AC.dwg, CE-102, 1/10/2022 2:20:43 PM
PHASE 1FUTURE PHASE 2FUTURE PHASE 2PHASE 1AMENITY POND253209210211229230231248249250251252254255256257258271272273274275276283284285286287288289290291292293294295296297298299300301302303342430431208227228247POOLSEE NOTE #4DOCKSEE NOTE 5BIKE RACK, SEEDETAIL 8/CS-502LANDSCAPEAREAFIRE PITPOOL FENCE,SEE DETAIL 1/CS503LANDSCAPEAREALANDSCAPEAREALANDSCAPEAREAFUTURE PHASE 2PEDESTRIANCONNECTIONFUTURE PHASE 2PEDESTRIAN CONNECTIONFUTURE PHASE 2PEDESTRIAN CONNECTIONPROJECT AREA/PHASE LINETEMPORARY GRAVELTURNAROUND TO BEREMOVED UPON CONNECTIONTO FUTURE ROAD "L"FUTURE PHASE 2PEDESTRIANCONNECTIONFUTURE PHASE 2 ENTRANCEDRIVEWAY CONNECTION8' MINIMUMSTREETYARD12' AVERAGESTREETYARD18' MAXIMUMSTREETYARDMAILKIOSKS10' NON-MUNICIPAL EASEMENT10 x 70 SIGHTDISTANCETRIANGLE (TYP.)10 x 70 SIGHT DISTANCETRIANGLE (TYP.)POOL DECKADA SIGN,SEE DETAIL3/CS-501TURN DOWN SIDEWALK,SEE DETAIL 2/CS-502ADA SIGNS (2),SEE DETAIL3/CS-50160' 8" x 108' 8" MULTI-GAMECOURT, GREEN & US OPENBLUE, OR APPROVEDEQUAL, BY SPOILEDSPORT DESIGNCONCRETE SIDEWALK,SEE DETAIL 1/CS-502CLUBHOUSESEE NOTE #3PLAYGROUND, EXACTDESIGN, LAYOUT, MODELAND SURFACE TO BEDETERMINED BY OWNER6' BENCH, DUMOR, INC. 94-60,OR APPROVED EQUAL. SEEDETAIL 7/CS-502TRASH RECEPTACLE, DUMORINC. 17-22-FTO OR APPROVEDEQUAL. SEE DETAIL 6/CS-50118.00'18.00'8.00'18.00'12.00'50.00'
24.00'6.50'123.14'24.00'9.00'10.00'24.00'49.50'24.00'24.00'8.00'8.00'50.00'50.00'5.00'DEPRESSED CURB,SEE DETAIL 6/CS-502ADA CURB RAMP,SEE DETAIL 2/CS-501STANDARD 24" CURBAND GUTTERSEE DETAIL 5/CS-501CURB RAMPSEE DETAIL1/CS-501BIKE RACK, DUMORINC. 292 SERIES, ORAPPROVED EQUAL.SEE DETAIL 8/CS-5026' BENCH, SEE DETAIL7/CS-502TRASH RECEPTACLE, SEEDETAIL 6/CS-501R25.00'R25.00'SIDEWALK OVER SWALESEE DETAIL 7/CS501SIDEWALK OVER SWALESEE DETAIL 7/CS501SIDEWALK OVER SWALESEE DETAIL 7/CS501DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONCS-1007SITE PLAN1" = 40'N/A0SCALE 1" = 40'80'40'40'NOTES1SITE DATA TABLEGENERAL INFORMATIONPROPERTY OWNER:RMP SIDBURY ROAD LLCPARCEL ID:R01900-002-004-000, R01900-002-009-000CURRENT ZONING:R15TOTAL ACREAGE (OVERALLDEVELOPMENT):312.86 AC (13,628,118 SF)PROPOSED USE:PERFORMANCE RESIDENTIAL/NEIGHBORHOOD RECREATIONADDRESS:6010 SIDBURY RD; 6220 SIDBURY RDBUILDING HEIGHT23'-7" (TOP OF ROOF)30'-9"(TOP OF CUPOLA)BUILDING SETBACKSREQUIREDPROPOSEDFRONTNONESEE PLAN SIDENONESEE PLAN REARNONESEE PLANLANDSCAPE BUFFERSREQUIREDPROPOSEDFRONTNONE35'SIDENONE50'REARNONE50'SITE AREA6.70 ACVEHICULAR USE AREA18,278 SFBUILDING AREA4,763 SFBUILT UPON AREA62,167 SF (1.42 AC)PARKING CALCULATIONSREQUIRED1 PER 100 SF OF GFLA3,372 SF /100= 34 SPACESPROPOSED47 SPACES(INCLUDES 3 ADA VAN SPACES)NOTES:1.STORMWATER MANAGEMENT WILL BE AS PER OVERALLSUBDIVISION STORMWATER DESIGN PLAN.2.LANDSCAPE PLAN TO CONFORM TO UDO REQUIREMENTS:STREETYARD: 5.4.7.D (12' OVERALL WIDTH, 8' MIN, 18' MAX)FOUNDATION: 5.4.8 (12% OF TOTAL BLDG FACE AREA)PARKING LOT INTERIOR: 5.4.6.D (8% OF VUA)PARKING LOT PERIMETER: 5.4.5.C (15' WIDTH, W/N 50' OF R/O/W)3.SEE ARCHITECTURAL DRAWINGS FOR CLUBHOUSE AND POOLAREA STRUCTURE(S) DETAIL.4.SEE POOL CONSULTANT DRAWINGS FOR POOL DECK ANDPOOL DETAILS.5.DOCK DESIGN AND DETAILS TO BE PROVIDED BY OTHERS.I:\04245\0012\80-Drawings\Amenity Center\CS-100_042450012_AC.dwg, CS-100, 1/10/2022 2:20:48 PM
PHASE 1FUTURE PHASE 2FUTURE PHASE 2PHASE 1AMENITY POND253209210211229230231248249250251252254255256257258271272273274275276283284285286287288289290291292293294295296297298299300301302303342430431208227228247GRADETO DRAINSIDEWALK / PATHCROSS SLOPES 2.0%TOWARDS PONDSLOPE TO BE FINE GRADEDFOR SIDEWALK ACCESS UPONPHASE TWO CONSTRUCTION.TIE TO EXISTINGPHASE 1 STORMINLET CB-4-12MULTI GAME COURTDOCKLANDSCAPEAREALANDSCAPEAREALANDSCAPEAREACLUBHOUSEGRADETO DRAINGRADETO DRAINSIDEWALKOVERSWALESIDEWALKOVERSWALESIDEWALKOVERSWALEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONCG-1008GRADING AND STORMWATER PLAN1"=40'N/A0SCALE 1" = 40'80'40'40'NOTES1NOTES:STORMWATER MANAGEMENT WILL BE AS PER OVERALLSUBDIVISION STORMWATER DESIGN PLAN.I:\04245\0012\80-Drawings\Amenity Center\CG-100_042450012_AC.dwg, CG-100, 1/10/2022 2:21:07 PM
PHASE 1FUTURE PHASE 2FUTURE PHASE 2PHASE 1AMENITY POND253209210211229230231248249250251252254255256257258271272273274275276283284285286287288289290291292293294295296297298299300301302303342430431208227228247MULTI GAME COURTDOCKLANDSCAPEAREALANDSCAPEAREALANDSCAPEAREACLUBHOUSEEXISTING FHA (TYP.)EXISTINGTEMPORARY BLOWOFF ASSEMBLY (TYP.)10' NON-MUNICIPAL EASEMENT10' NON-MUNICIPAL EASEMENTPROPOSED SANITARY SEWER CLEANOUTPROPOSED METERSERVICE STUB ANDCLEAN-OUTINSTALLED WITHPHASE 1CONSTRUCTIONPROPOSED 4" C-900 PVC SANITARY SEWER SERVICEPROPOSED 2" WATER SERVICEEXISTING PHASE 1 8" WATERMAINEXISTING PHASE 1 10" WATERMAINEXISTING PHASE 1 10" WATERMAINEXISTING PHASE 1SANITARY SEWER (TYP)DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONCU-1009UTILITY PLAN1"=40'N/A0SCALE 1" = 40'80'40'40'NOTES1I:\04245\0012\80-Drawings\Amenity Center\CU-100_042450012_AC.dwg, CU-100, 1/10/2022 2:21:42 PM
POOLCLUBHOUSEDOCKPOOLDECKSTREET TREES TO BEINSTALLED DURING PHASE1 CONSTRUCTION SHALLCOUNT TOWARDSTREETYARD TREEREQUIREMENTS (TYP.)ADD STREETTREE10' x 70' NCDOT SIGHTDISTANCE TRIANGLE,VISUAL CLEARANCESHALL BE MAINTAINEDBETWEEN 3' AND 7'ABOVE GRADE (TYP.)8' MIN.STREETYARD(TYP.)12' AVERAGESTREETYARD(TYP.)18' MAX.STREETYARD(TYP.)10'NON-MUNICIPALEASEMENT(TYP.)AMENITYPONDSYMBOLBOTANICAL NAMECOMMON NAMEBETULA NIGRA`DURA HEAT`RIVER BIRCHCERCIS CANADENSIS `FOREST PANSY` TMFOREST PANSY REDBUDILEX X `NELLIE R STEVENS`NELLIE STEVENS HOLLYJUNIPERUS VIRGINIANAEASTERN RED CEDARLAGERSTROEMIA INDICA'WHIT III' TMPINK VELOUR CRAPE MYRTLELAGERSTROEMIA X `NATCHEZ`CRAPE MYRTLEMAGNOLIA GRANDIFLORASOUTHERN MAGNOLIAMAGNOLIA GRANDIFLORA`ALTA`ALTA SOUTHERN MAGNOLIAMAGNOLIA VIRGINIANASWEET BAYPINUS PALUSTRISLONGLEAF PINEQUERCUS PHELLOSWILLOW OAKQUERCUS VIRGINIANASOUTHERN LIVE OAKSYMBOLBOTANICALCOMMON NAMECYNODON DACTYLONBERMUDA GRASSJUNIPERUS P. `NANA'SHORE JUNIPERTREE SCHEDULESYMBOLBOTANICALCOMMON NAMEGAURA L. 'SISKIYOU PINK'SISKIYOU PINK GAURAILEX C. `CARISSA`CARISSA HOLLYILEX G.`SHAMROCK`INKBERRYPITTOSPORUM T. `VARIEGATA`VARIEGATED MOCK ORANGEROSA X 'MEIZORLAND' TMWHITE DRIFT GROUNDCOVER ROSESHRUB SCHEDULEGROUND COVER SCHEDULECL-100101"=40'N/A0SCALE 1" = 40'80'40'40'DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONLEGEND/NOTES1LANDSCAPE PLANSITE DATAREQUIREMENTREQUIREDPROVIDEDSECTION 5.4. LANDSCAPING AND BUFFERINGSEC. 5.3.4.C - GENERAL STANDARDS FOR LANDSCAPINGPROVIDE 15 TREES PER DISTURBED ACRE6.69 ACRES x15 TREES = 101 TREES101 TREES101 TREESSEC 5.4.5 SCREENINGFOLLOWING USES SHIELDED FROM RESIDENTIAL USEWITH 100% OPAQUE WALL: DUMPSTER/TRASH, OUTSIDESTORAGE, LOADING/UNLOADING; HVAC UNITSN/AN/ASCREENING BY LIVING OR NON-LIVING MATERIAL 8' INHEIGHT: REAR SIDE OF BUILDING ABUTTING ROW,DUMPSTER/TRASHN/AN/ASEC 5.4.6 PARKING LOTS5.4.6.E: PARKING LOT WITHIN 50' OF A RIGHT OF WAYREQUIRES A PLANTED BUFFER CONSISTING OFSHRUBBERY, A GRADE CHANGE, A PLANTED BERM ORANY COMBINATION THEREOF -MIN. 3' IN HEIGHT AND 5' WIDTH -IF THE LANDSCAPE SCREEN IS AT LEAST 15' IN WIDTH,THE LANDSCAPE SCREEN MAY BE CONTINUOUS ANDINCORPORATED INTO THE STREET YARD LANDSCAPING3' HEIGHT, 5' WIDE SCREEN;OR 15' WIDE CONTINUOUSSCREEN INCORPORATEDINTO STREETYARD3' HEIGHT, 5' WIDE SCREEN;OR 15' WIDE CONTINUOUSSCREEN INCORPORATEDINTO STREETYARDPROVIDE 8% OF TOTAL PARKING, LOADING,AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVEAISLES AND OTHER VEHICULAR/PEDESTRIAN USE ASINTERIOR LANDSCAPED AREAS 17,772 SF x .08 = 1,422 SF INTERIOR LANDSCAPE AREA1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1TREE PER LANDSCAPE ISLAND 1,422 SF / 144 SF = 10 TREES REQUIRED MIN 75% CANOPY TREES 10 TREES (.75) = 8 CANOPY TREES REQUIRED8%1,422 SF 10 TREES(8 CANOPY)14%2,459 SF12 TREES(8 CANOPY)SEC 5.4.7 STREETYARD LANDSCAPINGNON-RESIDENTIAL USES IN RESIDENTIAL DISTRICT: 8' MIN STREET YARD WIDTH 18' MAX STREET YARD WIDTH 12 SF FOR EVERY LINEAR FOOT OF STREET YARDFRONTAGE 715 X 12 = 8,580 SF 8,580 SF - 385 SF (PEDESTRIAN WALKWAYS) 8,195 SF REQUIRED STREET YARD AREA8,195 SF15,750 SFMINIMUM STANDARD: FOR EVERY 600 SF OF STREETYARD AREA 1 CANOPY TREE OR 3 UNDERSTORY TREES(OVERHEAD POWER) AND 6 SHRUBS 8,195/ 600 = 13.8 = 14 CANOPY TREES OR 13.8 X 3 = 42 UNDERSTORY TREES AND 13.8 X 6 = 83 SHRUBS14 CANOPY TREES (OR 42UNDERSTORY TREES) &83 SHRUBS10 CANOPY TREES12 UNDERSTORY TREES169 SHRUBSSEC. 5.4.8. - FOUNDATION PLANTINGS.12% OF THE BUILDING FACE ADJACENT TO THE PARKINGAREA OR INTERNAL DRIVE CLUBHOUSE WEST: 85 LF x 23.6' HT x .12 = 241 SF NORTH: 26 LF x 23.6' HT x .12 = 74 SF SOUTH: 32 LF x 23.6' HT x .12 = 91 SF POOL STRUCTURE (NORTH)* WEST: 16 LF x 10' HT x .12 = 19 SF NORTH: 16 LF x 10' HT x .12 = 19 SF POOL STRUCTURE (SOUTH)* WEST: 14.5 LF x 10' HT x .12 = 17 SF SOUTH: 14.5LF x 10' HT x .12 = 17 SF*NOTE: BUILDING HEIGHTS ON POOL STRUCTURES AREAPPROXIMATE CLUBHOUSE 241 SF74 SF91 SF POOL STRUCTURE(NORTH)19 SF19 SF POOL STRUCTURE(SOUTH)17 SF17 SF CLUBHOUSE241 SF74 SF91 SF POOL STRUCTURE(NORTH)19 SF19 SF POOL STRUCTURE(SOUTH)17 SF17 SF01/10/2022I:\04245\0012\80-Drawings\Amenity Center\CL-100_042450012_AC.dwg, CL-100, 1/10/2022 2:22:26 PM
6" COMPACTED ABC3.0" SURFACECOURSE8" COMPACTED ABC2.0" SURFACECOURSE12" COMPACTED,NON-RUTTINGSUBGRADE12" COMPACTED,NON-RUTTINGSUBGRADEPARKING SPACESDRIVE AISLENOTE: BASED ON GEOTECH RECOMMENDATIONS1:12 MAX.SLOPE5'-0" MIN,SEE PLAN5
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6'-0
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"CONCRETE CURB ANDGUTTER, SEE DETAIL3/CS-501NON-DOWELEDEXPANSION JOINT, SEEDETAIL 7/CS-501DETECTABLE WARNING SURFACE,"ULINE" OR APPROVEDEQUIVALENT, 2' X 4' TRUNCATEDDOME PAD, WET SET ANDFASTEN PER MANUFACTURERECOMMENDATION, COLOR TOBE CHOSEN BY LANDSCAPEARCHITECTISOMETRICNOT TO SCALEAAPLANTING AREA ORLAWN AREA, SEELANDSCAPE PLANS6'-0"ASPHALT PAVEMENT,SEE DETAIL 3/CS-503PAVEMENT JOINT, SEELAYOUT PLANS FORLOCATION AND TYPECONCRETE PAVEMENTSEE DETAIL 3/CS-502CONCRETE RAMPCONCRETE CURB RAMPNOTE: MAXIMUM RAMP RISE NOTTO EXCEED 6".PROPOSED DRAINAGE SWALE3000 PSI CONCRETE AT 28DAYS, FINISH TO MATCHCONCRETE SIDEWALK ,SEE DETAIL 1/CS-502COMPACTED SUBGRADE95% STANDARD PROCTOR4 X 4 W4.0 X W4.0 WELDEDWIRE FABRIC#3 NOSING BAR (TYP.),EACH ENDADJACENT CONCRETESIDEWALK (TYP), SEEDETAIL 1/CS-502(2) #3 REBAR CONTINUOUSMAINTAIN (TYP.), EACHEND, 3" CLEAR ALL SIDES6"1'-0"4'-1"1'-0"4"#3 SPACER BAR 1'-0"O.C. (TYP.)DOWELED EXPANSIONJOINT EACH SIDE (TYP),SEE DETAIL 3/CS-502SCALE: NTSCURB RAMP1CS-50111N/AN/ASITE DETAILSTAPER DOWN SIDEWALK1:12 MAX SLOPE (TYP)WALKWALK5.0' MIN.5.0' MIN.ISOMETRICFLUSH WITH PARKING LOT SURFACE2% MAX.
SLOPE
DETECTABLE WARNING PADSPER ADA.1:12 MAX SLOPE (TYP)RAISED SIDEWALK OR TAPERED UP TOEXISTING HARDSCAPE/SIDEWALKSCALE: NTSHANDICAP CURB ACCESS DETAILS2SCALE: NTSHANDICAP PARKING DETAILS3.75"SCALE: NTSSTANDARD 24" CURB SECTION5DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONWHITEWHITESEE DETAILH.C. PARKING SIGNBLUE ONH.C. STALLSIDEBLUE ON H.C.STALL SIDEVARIESSEE PLAN4"2"4"4"2"4"18' MIN.FACE OF CURB OR BLDG.FACE OF CURB 4" WHITE 18'STRIPES9'EDGE OF PAVEMENTSIGN: R7-8DSIGN: R7-8 OR R7-8AGREEN - BORDER AND TEXT1"1"6"9"18"12"84" @ EDGE OF PARKING SPACE
60" @ BACK OF SIDEWALK
AUGER OR DRIVE POSTBLUE WHITECAPGS 20-37.8$ 250VANACCESSIBLEMAXIMUMPENALTYPARKINGRESERVEDNOT TO SCALETYPICAL PARKING STALLNOT TO SCALEHANDICAP PARKING STALLSTANDARD ALUMINUM SIGN MEETINGREQUIREMENTS OF A.D.A.HANDICAPPED PARKING CODE30" MIN.4x4 PT WOOD POSTWITH DECORATIVEPOST CAP. EMBED AMINIMUM OF 3'-0".PAINTED WHITE (2COATS).HANDICAP PARKING SIGN ANDSPACE LAYOUTNOT TO SCALE8" MIN.POURED CONCRETE FOOTING1'-0"2'-0"0'-5"1"1'-6"1"R12"R114"R0'-6"
0'-6"
0'-6.75"USE SPILL OR STD SLOPE PER GRADES6" CABC (MIN. 12" BEYOND BOC)NTSASPHALT PAVEMENT4SCALE: NTSTRASH RECEPTACLE6NTSSIDEWALK OVER GRASSED SWALE7I:\04245\0012\80-Drawings\Amenity Center\CS-501_042450012_AC.dwg, CS-501, 1/10/2022 2:22:46 PM
LIGHT BROOM FINISH,SWEEP PERPENDICULARTO PATH OF TRAVEL3"3"SMOOTH TROWELEDGEPAVEMENT JOINT, SEELAYOUT PLANS FORLOCATION AND TYPEWIDTH VARIES, REFER
TO SITE PLAN NOTES:1.ALL WALKWAYS SHALL MEET OR EXCEED GOVERNING MUNICIPALITIES REQUIREMENTS.2.SUBGRADE SHALL NOT CONTAIN ANY ORGANIC MATTER.3.REFER TO LAYOUT PLAN FOR PAVEMENT JOINT TYPES AND LOCATIONS4.PER ADA REQUIREMENTS: MAXIMUM CROSS SLOPE OF WALKING SURFACE SHALL NOTBE STEEPER THAN 1:48, MAXIMUM RUNNING SLOPE OF WALKING SURFACE SHALL NOTBE STEEPER THAN 1:20, WALKING SURFACES ALONG AN ACCESSIBLE ROUTE STEEPERTHAN 1:20 REQUIRE RAMPS, RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVEHANDRAILS, RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12,MAXIMUM RISE PER RAMP IS 30", LANDINGS MUST BE PROVIDED WHERE NECESSARY.CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.PLAN3/8" = 1'-0"4"3,000 PSI CONCRETE @ 28 DAYS, SEE PLANABOVE FOR FINISHES1" AT ADJACENT PLANTING AREA (SHOWN) ORFLUSH AT ADJACENT LAWN OR HARDSCAPESECTION1 1/2" = 1'-0"R12"1"2"COMPACTED SUBGRADE AT 95%STANDARD PROCTOR6"ASPHALT3,000 PSI CONCRETE AT28 DAYS4"4"6 X 6 - W1.4 X W1.4WELDED WIRE FABRIC(2) #3 REBAR CONTINUOUSCOMPACTEDSUBGRADE 95%STANDARD PROCTORCABCNOTES:1.REFER TO LAYOUT PLAN FOR EXPANSION ANDCONTROL JOINT LOCATIONS2.FINISH CONCRETE TO MATCH CONCRETESIDEWALK, SEE DETAILR12"6"12"10"PAVEMENT JOINT, SEELAYOUT PLANS FORLOCATION AND TYPEDECORATIVE CONCRETEPAVEMENT, SEE DETAIL10/CS-501CONCRETE CURBAND GUTTER, SEEDETAIL 6/CS-508ASPHALT PAVEMENT,SEE DETAIL 6/CS-509PLANTING AREA ORLAWN AREA, SEELANDSCAPE PLANSAANON-DOWELEDEXPANSION JOINT, SEEDETAIL 1/CS-501ISOMETRICNOT TO SCALE6'-0"1:12 MAX.SLOPE4'-0
"
M
IN
,SEE PLANTRANSITION CURB3'-0
"
M
IN
.FLUSH W
ITHCURB
VARIESFLAT AREATRANSITIONING CURBTO SLOPED WALKWAYNOTE: MAXIMUM RAMP RISE NOTTO EXCEED 6".COMPACTED SUBGRADEAT 95% STANDARDPROCTOR1:12 MAX. SLOPEPAVEMENT JOINT, SEELAYOUT PLANS FORLOCATION AND TYPECONCRETE RAMP, SIMILARTO DECORATIVECONCRETE PAVEMENT,SEE DETAIL 10/CS-508ASPHALT PAVEMENT, SEEDETAIL 6/CS-509CONCRETE CURB ANDGUTTER, SEE DETAIL6/CS-508NON-DOWELEDEXPANSION JOINT, SEEDETAIL 6/CS-501SECTION A3/4" = 1'-0"PLANTING AREA OR LAWNAREA BEYOND, SEE ISOMETRICFLAT AREATRANSITIONING CURBTO SLOPED WALKWAYNON-DOWELED EXPANSION/ISOLATION JOINTDOWELED ISOLATIONJOINT/EXPANSION JOINT2ND POURCONCRETE PAVEMENT,SEE DETAIL 10/CS-501#3 SMOOTH REINFORCINGBAR AND SLEEVE1ST POURCONCRETE PAVEMENT,SEE DETAIL 10/CS-5015/8" BACKER RODSILICONE CAULK, COLOR TOMATCH CONCRETE12"R18"1/2" PRE-FORMEDBITUMINOUS JOINT MATERIAL5/8" BACKER RODSILICONE CAULK, COLOR TOMATCH CONCRETE12"R18"RIGID STRUCTURE SUCH ASBUILDING FOUNDATION ORRETAINING WALLNOTES:1.EXPANSION JOINTS SHALL BE LOCATED AS INDICATED ON THE LAYOUT PLAN CS-501.2.EXTEND EXPANSION JOINT 100% THROUGH PAVEMENT SURFACE.3.ENSURE JOINTS ARE FREE OF NON-COMPRESSABLE MATERIALS DURING INSTALLATION ANDAFTER INSTALLATION.4.WELDED WIRE MESH SHALL NOT PASS THROUGH ISOLATION/EXPANSION JOINTS.5.SEE CONTROL JOINT AND CONSTRUCTION JOINT DETAIL 3/CS-501COMPACTED SUBGRADEAT 95% STANDARDPROCTOR1/2" PRE-FORMEDBITUMINOUS JOINTMATERIALCOMPACTED SUBGRADE AT95% STANDARD PROCTOR18"1"COMPACTED SUBGRADEAT 95% STANDARDPROCTORCONCRETE PAVEMENT,SEE DETAIL 10/CS-501JOINT GROOVER18"NOTES:1.CONSTRUCTION JOINTS AS NEEDED AT CONTROL JOINTLOCATIONS AS INDICATED ON CS-501.2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OFPAVEMENT THICKNESS WHICHEVER IS GREATER3.SEE EXPANSION/ISOLATION JOINT AND CONTROL JOINT DETAILCS-501.#3 DEFORMEDREINFORCING BAR1ST POUR2ND POURNOTES:1.CONTROL JOINTS SHALL BE LOCATED AS INDICATED ON CS-501.2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OFPAVEMENT THICKNESS WHICHEVER IS GREATER.3.WELDED WIRE MESH TO PASS THROUGH ALL CONTROL JOINTS.LAP MESH ONE CELL AT ROLL/PANEL SIDES AND ENDS.4.SEE EXPANSION/ISOLATION JOINT AND CONSTRUCTION JOINTDETAIL, 1/CS-501CONCRETE PAVEMENT, SEEDETAIL 10/CS-501JOINT GROOVE1"18"R18"COMPACTED SUBGRADE AT95% STANDARD PROCTORNTSCONTROL JOINT5SCALE: AS SHOWNSIDEWALK1CS-50212N/AN/ASITE DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONSCALE: 1" = 1'-0"TURN DOWN SIDEWALK2SCALE: AS SHOWNDEPRESSED CURB6NTSPAVEMENT JOINTS3NTSCONSTRUCTION JOINT4NTSBENCH7NTSBIKE RACK8I:\04245\0012\80-Drawings\Amenity Center\CS-501_042450012_AC.dwg, CS-502, 1/10/2022 2:22:56 PM
INTERNAL RETAINING RODVariable pitch connection system forease of installation, high anglebias ability and elimination ofunsightly external fasteners.FORERUNNER RAIL"U"-Channelspeciallyformed high strengtharchitectural shape.PANEL BRACKETSpecially designed two-point connection ensuresfixity of rail ends forincreased strength.REINFORCED POSTInternal rib increases againstwind loading as well as otherhorizontally applied forces(Only on 212" aluminum posts).INTERIOR GUIDE CHANNELChannel forms lower limitof raceway for retainingrod and allows for highangle bias ability.RING OPTIONHeld in place with upper and lowerinternal retaining rods to eliminateunsightly external fasteners.Values shown are nominal and not to be used forinstallation purposes. See product specificationfor installation requirements.Base Material114""No-Mar" PolyesterPowder finish coat1716"FORERUNNER RAILTMOPTIONAL LINE BOULEVARD BRACKETPOOL FENCE CONSTRUCTION1/2" = 1'-0"NOTESA.ALL FENCE COMPONENTS TOBE BRONZE FINISHB.CONTRACTOR TO PROVIDESHOP DRAWINGS FORLANDSCAPE ARCHITECT ANDOWNER APPROVALBracket Options114" x 1716" FORERUNNER Rail(See Cross- Section Below)8' O.C. Nom.±56" LOWERLEVEL PANELS,48" ALLOTHER PANELS21" Min.Footing depth2"Nom.5"32Post size varies with Height(See ECHELON Plus Post-Sizing chart)TM131516"TYPICAL34" x .045" PicketTMNOTES:1.) Post size depends on fence height and wind loads. See ECHELON Plus post sizing chart.2.) Panels also available for 6' on center post spacing3.) Additional heights available on request4.) Install per manufacturer's recommendations.TM31516" TYPICAL114" x 1716"FORERUNNER Rail(See Cross- Section on Panel Drawing)TM15"±56" LOWERLEVEL PANELS,48" ALLOTHER PANELS21" Min.Footing depthNOTES:1.) Post size depends on fence height, weight and wind loads. See ECHELON PLUS post sizing chart.2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths.3.) Additional styles of gate hardware are available on request. This could change the Latch & Hinge Clearance.4.) Fourth rail optional. Some heights noted require a fourth rail.5.) Install per manufacturer's recommendations.23" (Latch Clearance)Ameristar StandardLeaf Widths238" (Hinge Clearance)Single gate ArrangementPost size varies with Height(See ECHELON PLUS Post-Sizing chart)TM2"Nom.Pickets welded toFORERUNNER Railprior to coating114"1716"34" x .080 wall PicketGate Upright134" x .125 wallWeld on Self Closing Box Hinge(Requires steel posts)3TM4POOL FENCE ELEVATION1/2" = 1'-0"GATE ELEVATION1/2" = 1'-0"54" MIN.BOTHLATCHESD&D TECHNOLOGIES (DDTECHGLOBAL.COM) LOKKLATCH MAGNETIC FORLOWER LEVEL GATES, D&D TECHNOLOGIES MAGNA LATCH (SHOWN)SERIES 3 TOP PULL SELF-LOCKING GATE LATCH AT ALL OTHER GATESCS-50313N/AN/ASITE DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONNTSPOOL FENCE AND GATE1I:\04245\0012\80-Drawings\Amenity Center\CS-501_042450012_AC.dwg, CS-503, 1/10/2022 2:23:18 PM
PIPE CASING SUPPORT DETAIL1PIPE EMBEDMENT TYPES2TYPICAL BORING & JACK DETAIL3C.O.W. TYPICAL ROAD REBUILD6TRACER WIRE DETAIL5C.O.W. PAVEMENT REPAIRS - UTILITY CUTS8NCDOT-PAVEMENT REPAIR4VALVE DETAIL7CU-50114N/AN/ACFPUA DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONI:\04245\0012\80-Drawings\Amenity Center\CU-501_042450012_AC.dwg, CU-501, 1/10/2022 2:23:31 PM
STAKINGPLAN2 TO 3 TIMES THEROOT BALL DIAMETER6"GENERAL NOTES:A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYINGB.SCARIFY BOTTOM AND SIDES OF PLANT PIT.C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDINGLOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.D.DO NOT WRAP TREE TRUNK.E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACINGNORTH.F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOILAROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER2"
4"120°NATIVE SUBGRADE4" DEEP SHOVELDUG "V" TRENCH,SEE LANDSCAPEPLAN FORLOCATIONS"ARBORTIE" HEAVY DUTYTREE GUY STRAPPING,COLOR TO BE GREEN, 900LBBREAK STRENGTH, SLACKSTRAP LIGHTLY TO ALLOWSLIGHT MOVEMENT IN TREETREE AS SPECIFIED PERLANDSCAPE PLAN(S)MULCH AS SPECIFIED,KEEP 6" AWAY FROMTREE TRUNKLOOP STRAPPING JUSTABOVE FIRST LIMB ANDAROUND CENTRALLEADER, REFER TOMANUFACTURER'SRECOMMENDATION FORTYING METHODPULL BACK TOP 14 OFBURLAP, TWINE TIES ANDWIRE BASKET, LEAVEREMAINDER AROUNDROOT BALLFINISH GRADE2" X 2" X 30" UNTREATEDLUMBER STAKES (TYP.), (3)TOTAL EQUALLY SPACEDAROUND TREE, INSTALLOUTSIDE OF ROOTBALLAND BACKFILLED SOILMIXTUREBALLED AND BURLAPROOT BALLTOPSOILROOT FLARE TO BE SET2" ABOVE EXISTINGGRADEPREVAILINGWINDSSTAKETRUNKCOMPACTED NATIVESOIL PEDESTALSECTIONNATIVE SOIL, TILL SOILTO A 6" MIN. DEPTHEQUAL TO THEPLANT SPACINGAS SPECIFIED(TYP.)GENERAL NOTES:A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE .LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HANDTAMP TO REMOVE VOIDS AND WATER EACH LAYERD.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TOPLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TOSCARIFY ROOT BALLS.6" MIN.FORM MOUNDED BEDWITH NATIVE TILLED SOILPRIOR TO PLANTING
PLANT SPACINGAS SPECIFIED(TYP.)PLANT SPACING CHARTSPACING (A)ROW OFFSET (B)1'-0" O.C.10" O.C.1'-6" O.C.1'-4" O.C.2'-0" O.C.1'-9" O.C.2'-6" O.C.2'-2" O.C.3'-0" O.C.2'-7" O.C.3'-6" O.C.3'-0" O.C.4'-0" O.C.3'-6" O.C.SPACING (A)ROW OFFSET (B)5'-0" O.C.4'-4" O.C.6'-0" O.C.5'-2" O.C.7'-0" O.C.6'-1" O.C.8'-0" O.C.6'-11" O.C.9'-0" O.C.7'-10" O.C.10'-0" O.C.8'-8" O.C.ABPLANT SPACINGPLANATOPSOILSHRUB AS SPECIFIEDPER LANDSCAPE PLAN(S)NATIVE SUBGRADEADJACENT TURF AREA,REFER TO PLANTINGPLAN FOR LOCATIONSNATIVE SOIL, TILL SOILTO A 6" MIN. DEPTHMULCH AS SPECIFIED,KEEP 4" AWAY FROMROOT CROWNROOT CROWN TO BE SET2" ABOVE EXISTINGGRADE MIN.4" DEEP SHOVEL DUG "V"TRENCH, SEELANDSCAPE PLAN FORLOCATIONSSHRUB ROOT BALLPLANTING BEDEDGESHRUBSECTION1" MIN.6" MIN.A.ALL VEGETATION USED TO MEET LANDSCAPING REQUIREMENTS, SHALL BE MAINTAINED BYTHE OWNER OF THE PROPERTY ON A CONTINUING BASIS. ANY PLANTED MATERIAL WHICHBECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONINGADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELYREPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFULREPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIMECERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL.B.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPEPLANS AND IN THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIESPRIOR TO FINAL BIDDING OR INSTALLATION.C.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS,CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OFNURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURALSTANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS.D.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLEDPRIOR TO THE END OF THE WORKING DAY.E.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWINGINSTALLATION.F.ALL PREPARED GROUND COVER AND ANNUAL BED INSTALLATIONS SHALL BE PROPERLYSOAKED AND MULCHED PRIOR TO THE END OF THE DAY.G.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FORACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARYWATERING METHODS.H.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPERPARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK ANDTUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALLSYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK FILLING.I.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUSCURVES.J.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED INPLANTING DETAILS.K.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPECONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING ANDSTAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMESFIRST.L.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING.M.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIORTO BACKFILLING.N.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATEDRAINAGE AND SHALL BE MULCHED AS SPECIFIED.O.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND MULCHED OR PAVED SHALL BESEEDED OR SODDED.P.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD &DAMAGED WOOD.Q.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TOCLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATEDPERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTEDWITHIN THE TREE PROTECTION FENCING.R.MULCH LINE SMOOTH CONTINUOUS CURVES. CLEAR OUT FIRST 5' OF DEBRIS ANDUNDERBRUSH AT AREAS OF EXISTING VEGETATION TO REMAIN.S.ALL TREES NOT WITHIN A PLANT BED TO BE TREATED WITH A 6' DIAMETER MULCH RINGTYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS.T.ALL TREES TO HAVE A MINIMUM 2" CALIPER AT THE TIME OF PLANTING, UNLESS OTHERWISEINDICATED IN THE PLANTING SPECIFICATION. CALIPER TO BE MEASURED 48" ABOVE THEROOT BALL.U.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS ORAS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FORDAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES.V.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVALBY LANDSCAPE ARCHITECT.W.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TOPRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER.X.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THEFEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITHLABEL RESTRICTIONS.Y.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TOINSTALLATION.GENERAL NOTES:A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT.B.THE BOTTOM OF GROUND COVER ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE .LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HANDTAMP TO REMOVE VOIDS AND WATER EACH LAYERD.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TOPLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TOSCARIFY ROOT BALLS.6" MIN.FORM MOUNDED BEDWITH NATIVE TILLED SOILPRIOR TO PLANTING PLANT SPACING CHARTSPACING (A)ROW OFFSET (B)6" O.C.5" O.C.8" O.C.7" O.C.12" O.C.10" O.C.15" O.C.1'-1" O.C.18" O.C.1'-4" O.C.SPACING (A)ROW OFFSET (B)24" O.C.1'-9" O.C.36" O.C.2'-7" O.C.4'-0" O.C.3'-6" O.C.5'-0" O.C.4'-4" O.C.6'-0" O.C.5'-2" O.C.AB2PLANT SPACINGPLANA4TOPSOILSHRUB AS SPECIFIEDPER LANDSCAPE PLAN(S)NATIVE SUBGRADEADJACENT TURF AREA,REFER TO PLANTINGPLAN FOR LOCATIONSNATIVE SOIL, TILL SOILTO A 6" MIN. DEPTHMULCH AS SPECIFIED,KEEP 4" AWAY FROMTREE TRUNKROOT CROWN TO BE SET2" ABOVE EXISTINGGRADE MIN.GROUND COVER ROOTBALL4" DEEP SHOVEL DUG "V"TRENCH, SEELANDSCAPE PLAN FORLOCATIONSEQUAL TOTHE PLANT SPACINGAS SPECIFIED (TYP.)PLANT SPACINGAS SPECIFIED (TYP.)SECTION1" MIN.4" MIN.TREESSIZECALIPERHEIGHTQTYREMARKSBETULA NIGRA `DURA HEAT`DURA HEAT RIVER BIRCHB & B2" CAL.10`-12` HT.63 TRUNK MIN., UNIFORM CANOPY &MATCHEDCERCIS CANADENSIS `FOREST PANSY` TMFOREST PANSY REDBUDB & B2" CAL.12`-14` HT.7UNIFORM CANOPY & MATCHEDILEX X `NELLIE R STEVENS`NELLIE STEVENS HOLLYB & B2" CAL.6`-8` HT.13UNIFORM CANOPY, FULL TO GROUND &MATCHEDJUNIPERUS VIRGINIANAEASTERN RED CEDARB & B2" CAL.12`-14` HT.9FULL TO GROUND, UNIFORM CANOPY &MATCHEDLAGERSTROEMIA INDICA 'WHIT III' TMPINK VELOUR CRAPE MYRTLEB & B2" CAL.5`-6` HT.12UNIFORM CANOPY & MATCHED,MULTI-STEM 3 TRUNK MINIMUMLAGERSTROEMIA X `NATCHEZ`CRAPE MYRTLEB & B2" CAL.10`-12` HT.4UNIFORM CANOPY & MATCHED,MULTI-STEM 3 TRUNK MINIMUMMAGNOLIA GRANDIFLORASOUTHERN MAGNOLIAB & B2" CAL.8`-10` HT.10SINGLE DOMINANT LEADER, UNIFORMCANOPY & MATCHEDMAGNOLIA GRANDIFLORA `ALTA`ALTA SOUTHERN MAGNOLIAB & B2" CAL.8`-10` HT.10SINGLE DOMINANT LEADER, UNIFORMCANOPY & MATCHEDMAGNOLIA VIRGINIANASWEET BAYB & B2" CAL.12`-14` HT.43 TRUNK MIN., UNIFORM CANOPY &MATCHEDPINUS PALUSTRISLONGLEAF PINEB & B2" CAL.8`-10` HT.15UNIFORM CANOPY & MATCHEDQUERCUS PHELLOSWILLOW OAKB & B2" CAL.12`-14` HT.1SINGLE DOMINANT LEADER, UNIFORMCANOPY & MATCHEDQUERCUS VIRGINIANASOUTHERN LIVE OAKB & B3" CAL.12`-14` HT.10SINGLE DOMINANT LEADER, UNIFORMCANOPY & MATCHEDTREE SCHEDULESHRUBSSIZEHEIGHTSPREADSPACINGQTYREMARKSGAURA LINDHEIMERI 'SISKIYOU PINK'SISKIYOU PINK GAURA3 GAL.18"-24" HT.18"-24" SPD.3` O.C.26UNIFORM HEAD & MATCHEDILEX CORNUTA `CARISSA`CARISSA HOLLY3 GAL.18"-24" HT.18"-24" SPD.3.5` O.C.24UNIFORM HEAD & MATCHEDILEX GLABRA `SHAMROCK`INKBERRY3 GAL.18"-24" HT.18"-24" SPD.4` O.C.88UNIFORM HEAD & MATCHEDPITTOSPORUM TOBIRA `VARIEGATA`VARIEGATED MOCK ORANGE7 GAL.24"-30" HT.24"-30" SPD.5` O.C.53UNIFORM HEAD & MATCHEDROSA X 'MEIZORLAND' TMWHITE DRIFT GROUNDCOVER ROSE3 GAL.12"-15" HT.12"-15" SPD.2` O.C.69UNIFORM HEAD & MATCHEDSHRUB SCHEDULEGROUND COVERSCOMMON NAMESIZESPACINGQTYREMARKSCYNODON DACTYLONBERMUDA GRASSSOD108,300 SFJUNIPERUS PROCUMBENS `NANA`SHORE JUNIPER1 GAL.48" O.C.13MATCHEDGROUND COVER SCHEDULE01/10/2022SCALE: NTSGROUND COVER PLANTING5SCALE: NTSTYPICAL TREE PLANTING3SCALE: NTSTYPICAL SHRUB PLANTING4SCALE: NTSGENERAL LANDSCAPE NOTES1SCALE: NTSPLANT SCHEDULE2DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONCL-50115N/AN/AI:\04245\0012\80-Drawings\Amenity Center\CL-501_042450012_AC.dwg, CL-501, 1/10/2022 2:23:47 PM
DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONTEMPORARY SILT FENCE1TEMPORARY CONSTRUCTION ENTRANCE2SILT FENCE OUTLET3GENERAL NOTES9TEMPORARY INLET PROTECTION5SEEDING AND STABILIZATION8CE-50116N/AN/AEROSION AND SEDIMENT CONTROLDETAILSSILT FENCE2'MIN1' - 6"1' - 6"MIN.SILT FENCE3' MAX.1'12FLOWTOP VIEWFRONT VIEWNOTESTRUCTURAL STONE SHALL BE(CLASS "B") STONE FOR EROSIONCONTROL PURPOSES. SEDIMENTCONTROL STONE SHALL BE NO.5 OR NO. 57 STONE.SEDIMENTCONTROLSTONESTRUCTURALSTONESILT FENCE SHALLREMAIN IN PLACE ANDBE FOLDED OVER TOACCOMMODATE OUTLET.SILT FENCEPOST1
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D2"-3" COARSEAGGREGATE OR#4 STONE50' MINLENGTH MAY BE MODIFIED TO ACCOMMODATE BUILDINGPAD WITH APPROVAL BY NEW HANOVER COUNTYENGINEERING DEPT.BOTTOM STRAND MIN. #14 GUAGETOP STRAND MIN. #14 GUAGE8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCEMIN. 2'-0"GROUND LINE2'-0"STEEL POSTFI
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MAX. 2'-0"STAY AND LINE WIRES MIN. #14 GUAGEMIN. 2'-0"4" X 8" TRENCH LINED W/ 12" OF FABRICAND COMPACTED FILL ON TOPNOTES:1. WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH AMAXIMUM MESH OPENING OF 6-INCHES.2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OFPOLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THEMANUFACTURER OR SUPPLIER AS CONFORMING TO THEREQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAINULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TOASTM D 4355.3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONSINSTALLING SEDIMENT FENCE USING THE SLICING METHODMACHINERY.6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCETEMPORARY SEEDINGGRASS TYPEAMOUNT/1000 S.F.TIME OF SEEDINGINITIALRYE GRAIN1-2 LBS.APRIL - JUNE25 LBS. 10-10-10BROWNTOP MILLET1-2 LBSJUNE - AUGUST25 LBS 10-10-10PERMANENT SEEDINGGRASS TYPEAMOUNT/1000 S.F.TIME OF SEEDINGINITIALBERMUDA,COMMON1-2 LBS.APRIL - JUNE25 LBS. 10-10-10FESCUE, TALL(KENTUCKY 31)5-7 LBSJUNE - AUGUSTFEB. - OCT.25 LBS 10-10-10SERICEALESPEDEZA(SLOPES1-2 LBSMARCH - APRIL25 LBS 10-10-10NOTE (G.S. 113A-57 (2))THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHERADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT,SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETIONOF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITHTEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURESSUFFICIENT TO RESTRAIN EROSION.TREE PROTECTION NOTES:1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCESHOWN ON THE PLANS. [18-457(b)]2.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.[18-458]3.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREEPROTECTION REQUIREMENTS AND METHODS. [18-457(d)]4.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSEAREAS. [18-458]5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. [18-458]6.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)] AND ANY TREES IN ANY REQUIREDBUFFERS [18-456(b)] ARE REQUIRED TO BE RETAINED.SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IFAVAILABLE.2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTHAND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEEBELOW*).5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT ORCULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTINGSEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINALLIME, FERTILIZER AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTERPERMANENT COVER IS ESTABLISHED.10.APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACREFERTILIZER - 1000 LBS/ACRE (10-10-10)SUPERPHOSPHATE - 500 LBS/ACRE (20%)MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)ANCHOR - ASPHALT EMULSION AT 450 GAL/ACREGROUND STABILIZATION CRITERIASITE AREA DESCRIPTIONSTABILIZATION TIMEFRAMESTABILIZATION TIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHESAND SLOPES7 DAYSNONEHIGH QUALITY WATER ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND ARENOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWEDSLOPES 3:1 TO 4:114 DAYS- 7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTHAND WITH SLOPES STEEPER THAN 4:1- 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,PERIMETER SLOPES AND HQW ZONES- 10 DAYS FOR FALLS LAKE WATERSHEDAREAS WITH SLOPES FLATTER THAN4:114 DAYS- 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,PERIMETER SLOPES AND HQW ZONES- 10 DAYS FOR FALLS LAKE WATERSHED UNLESS THEREIS ZERO SLOPENOTES:1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THEPERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THESTEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESHUNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED.3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST12-INCHES LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT STORM FLOWS GETINTO THE INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE INSTALLED TOPREVENT OFF-SITE SEDIMENT-RUNOFF.ALTERNATE MEASURE:THE USE OF A PYRAMID SHAPED STEEL STRUCTURE OR PID CAN BE USED AS AN ALTERNATE MEASURE DEVICECONTACT TRIANGLE STORMWATER SOLUTIONS OR OTHER MANUFACTURERS.STEEL POSTS 2 FT INGROUND.19-GAUGE & 0.25" MESHOPENING HARDWARE CLOTHEXTENDS MIN. 2 FT ABOVEGROUND.NCDOT #5 OR #57 WASHED STONEPLACED TO A HEIGHT OF 16"MINIMUM ABOVE TOP OF BOX@ 2:1 SLOPE.MAX. 4-FTCHECK DAM / WATTLES6AAPLANPIPE OUTLET TO FLAT AREANO WELL-DEFINED CHANNEL3ddLatooNCDOT CLASS B (d50=8")EROSION CONTROL STONEON A LAYER OF 4" NCDOT #5OR #57 STONENON-WOVEN FILTERFABRICNOTES:1. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THECHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUMTAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.NOTES:1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE.2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.2' UPSLOPE &DOWNSLOPE STAKES, TYP.SECURE WATTLEWITH UPSLOPE ANDDOWNSLOPE STAKESAND STAPLES.MIN. 10 LF EXCELSIOR MATTING2' MIN. ON UPSLOPEAND 8' MIN. ON DOWNSLOPERIPRAP OUTLET PROTECTION7DITCH PLUG4NOTES:1.BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELSOF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE ATOR ABOVE DESIGN GRADE AT ALL POINTS.2.LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.3.CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM.TEMP.EARTHENBERM2' MIN. TOP AREA10%T.O.B.EXISTINGDITCH3:
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CE-50217N/AN/AEROSIONS AND SEDIMENT CONTROLDETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222SIDBURY STATIONNEW HANOVER COUNTY, NORTH CAROLINA4245-001209/03/2021RASRASTSMTSM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401AMENITY CENTERFINAL DESIGN -NOT ISSUED FOR CONSTRUCTIONTEMPORARY DIVERSION DTICH1SIDE SLOPES2:1 SLOPE (MAX)POSITIVE GRADE 1.0% MAX.FILL SLOPEUPSLOPE TOEPLAN VIEWCROSS SECTION18"GRADEWIDTH2' MIN2:1 MAX#57 STONE CHECK DAM6" TOP WIDTH, 12" TALLSIDE SLOPES 2:1- STABILIZE DIVERSION DITCH WITHTEMPORARY SEEDING AND EROSIONCONTROL NETTING2' MINCOMPACTEDSEDIMENT LADENWATER FLOW#57 STONE CHECK DAM6" TOP WIDTH, 12" TALLSIDE SLOPES 2:1PERMANENT DIVERSION DITCH2SIDE SLOPES3:1 SLOPESPOSITIVE GRADE 1.0% MAX.FILL SLOPEUPSLOPE TOEPLAN VIEWCROSS SECTION18"GRADEWIDTH3'3:1#57 STONE CHECK DAM6" TOP WIDTH, 12" TALLSIDE SLOPES 2:1- STABILIZE DIVERSION DITCH WITHTEMPORARY SEEDING AND EROSIONCONTROL NETTING2' MINCOMPACTEDSEDIMENT LADENWATER FLOW#57 STONE CHECK DAM6" TOP WIDTH, 12" TALLSIDE SLOPES 2:1NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING3NCG01 GROUND STABLIZATION AND MATERIALS HANDLING4I:\04245\0012\80-Drawings\Amenity Center\CE501_042450012_AC.dwg, CE-502, 1/10/2022 2:24:08 PM