NCC211897_Site Plan or Location Map_20210330

released for construction:SHEET NUMBER:Landscape ArchitectureFine Garden DesignREVISIONS:ATLANTA OFFICE:185 Ottley DriveAtlanta, GA 30324Tel: [phone]HIGHLANDS OFFICE:930 Hale Ridge RoadScaly Mountain, NC 28775Tel: [phone] progress prints:not released for construction:DRAFTED BY:DATE:SCALE:NORTH:NOTES:TITLE:This drawing is the propertyof planters and is not to bereproduced or copied inwhole or in part. It is onlyto be used for the projectand site specificallyidentified herein.contractor to beresponsible for verifyingall field measurements anddimensions. alldiscrepancies shall bereported to plantersimmediately.ADDRESS:CLIENT:L1.0TH03.16.21portion of wade fieldsnowbirdmountain townshipjackson county, ncTITLE SHEETLAVINDER RESIDENCEROAD CONSTRUCTION LAND DISTURBANCE DRAWINGSforT H E L AV I N D E R R E S I D E N C EA PORTION OF WADE FIELD • SNOWBIRD • JACKSON COUNTY, NCLANDSCAPE ARCHITECT:PLANTERS, INC.185 OTTLEY DRIVEATLANTA, GA 30324(404) 261-6002ROAD BUILDER:SAM SCMITT(828) 787-1112GEOLOGIST:RONNIE DILBECK, PGCREEKSTONE, PLLC(828) 200-4585L1.0 -----------------------TITLE SHEETL1.1 ---------------------- SITE PLANL1.2 ---------------------- CONSTRUCTION & EROSION CONTROL DETAILSDRAWING INDEX
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-PROPOSEDDRIVE+/- 4166FIRE PITMOUNTAINVIEW8' WIDE GRAVELATV ACCESSPATH TOFIRE PITNOTE:RECLAIM & REUSEALL EXISTING STONEON SITEEXISTINGWELLEXISTINGTRAILEXISTINGTRAILEXISTINGTRAILEXISTINGTRAIL7.5%4123+18" DIA.CORRUGATEDMETAL CULVERT(4% SLOPE)BARNEL. +/- 4130WADE FIELDSTREAM GOESUNDERGROUNDEXISTINGSTREAMEXISTINGSTREAMEXISTINGSTREAMEXISTINGSTREAMEXISTINGSTREAMWATERFALLRHODODENDRONTHICKETRHODODENDRONTHICKETRHODODENDRONTHICKET5%8%4%10%6.5%416441704168PROPERTY LINEPROPERTY

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EEXISTINGSTREAMOPEN-BOTTOM ARCHEDCULVERT( 20' LENGTH)(SEE DETAIL ON SHEET L1.2)4181+18" DIA.CORRUGATEDMETAL CULVERT(4% SLOPE)24" CULVERTPROPOSEDNEW SITEACCESSDRIVE30' STREAM BUFFER8' WIDE GRAVELATV ACCESSPATH TO FIRE PITWATERFALLEROSIONCONTROLFENCEDOUBLE-ROW EROSIONCONTROL FENCEDOUBLE-ROWEROSIONCONTROLFENCEDOUBLE-ROWEROSION CONTROLFENCEDOUBLE-ROWEROSION CONTROLFENCEEROSIONCONTROLFENCEEROSIONCONTROLFENCEDOUBLE-ROW EROSIONCONTROL FENCEEROSIONCONTROLFENCEDOUBLE-ROWEROSIONCONTROLFENCEDOUBLE-ROWEROSIONCONTROLFENCELITTLE PINE CREEK (WSIII)SsSLOPE STABILIZATION MATBfBUFFERAREABfBUFFERAREARIP-RAPOUTFALLPROTECTIONRIP-RAPOUTFALLPROTECTION5%3:1 ROAD SHOULDERS(SEEDED)3:1 ROADSHOULDERS(SEEDED)3:1 ROADSHOULDERS(SEEDED)3:1 ROADSHOULDERS(SEEDED)STONE CULVERTHEADWALL18" DIA.CORRUGATEDMETAL CULVERT(4% SLOPE)H20H20H20STONE CULVERTHEADWALLSTONECULVERTHEADWALLRIP-RAPOUTFALLPROTECTIONSTONECHECKDAMSTONECHECKDAM10%6%4120+4130+4140+4150+4160+4170+SsSLOPE STABILIZATION MATINV (+/-)4147.54%OUT (+/-)4146.94%INV (+/-)4138.5OUT (+/-)4137.9INV (+/-)4125.7OUT (+/-)4125.14%INV (+/-)4164.5OUT (+/-)4123.94%released for construction:SHEET NUMBER:Landscape ArchitectureFine Garden DesignREVISIONS:ATLANTA OFFICE:185 Ottley DriveAtlanta, GA 30324Tel: [phone]HIGHLANDS OFFICE:930 Hale Ridge RoadScaly Mountain, NC 28775Tel: [phone] progress prints:not released for construction:DRAFTED BY:DATE:SCALE: NORTH:NOTES:TITLE:This drawing is the propertyof planters and is not to bereproduced or copied inwhole or in part. It is onlyto be used for the projectand site specificallyidentified herein.contractor to beresponsible for verifyingall field measurements anddimensions. alldiscrepancies shall bereported to plantersimmediately.ADDRESS:CLIENT:L1.103.16.2103.11.2103.09.2103.05.2102.26.2101.22.2101.05.2112.28.2011.30.201" = 30'TH04.17.19portion of wade fieldsnowbirdmountain townshipjackson county, ncSITE PLANLAVINDER RESIDENCEROAD WORK NOTESALL PROPOSED CULVER LENGTHS ARE20' CULVERT TO CULVERT PER CROSSING (PER CREEK)NEW ROAD LAYOUT TO CONSIST OF:1. 1,298' LN. FT. OF PROPOSED ROAD.2. ROAD TO BE 10' WIDE3. ROAD TO HAVE 2.5' WIDE SHOULDERS4. THE INSIDE / HIGHSIDE SHOULDER TO INCLUDE DRAINAGE SWALE TO CONVEY WATER TO ROADCULVERT (SEE PLAN).ROAD CONSTRUCTION:1. FINAL GRADE TO BE A COMPACTED CLAY BASEDSOIL GRADED TO DRAIN TO THE INSIDSHOULDER OF THE ROAD.2. THE INITIAL ROAD IMPORTED BASE IS TO BE A MINIMUM OF EIGHT INCHES THICKCOMPACTED CRUSHER RUN.3. 18-36" DIAMETER GALVANIZED CORRUGATED METAL PIPE TO BE SET UNDER ROAD EVERY 200' TO RELEASE SURFACE WATER FROM DRAINAGE SWALE. MINIMUM OF 24" OF ROAD BASE A TOP IT. PIPE MUST EXTEND ENOUGH TO ALLOW FOR3:1 SLOPE FROM TOP OF SHOULDER TO TOPOF PIPE.4. ROAD BUILDER TO MAKE PROVISIONS FOR SOFTSUB-BASE (CLAY SOILS) WITH INFILL OF COMPACTED #57 STONE GRAVEL BASE, AS NECESSARY.SILT FENCE - TYPE SENSITIVESIDE VIEWFRONT VIEWEROSION CONTROL FENCE KEY:1) THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THEINSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIORTO, OR CONCURRENT WITH, LAND-DISTURBING ACTIVITIES.2) EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULLIMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVEEROSION CONTROL, ADDITIONAL EROSION CONTROL MEASURES SHALL BEIMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.3) DISTURBED AREAS LEFT IDLE 14 DAYS SHALL BE STABILIZED WITH TEMPORARYVEGETATION AND MULCH; DISTURBED AREAS REMAINING IDLE 30 DAYS SHALL BESTABILIZED WITH PERMANENT VEGETATION.4) EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEASTWEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.5) ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IFDETERMINED NECESSARY BY AND ON-SITE INSPECTION.6) SILT FENCE SHALL BE "SD1-S" AS PER THE MANUAL FOR EROSION AND SEDIMENTCONTROL IN NORTH CAROLINA, AND BE WIRE REINFORCED (SEE ATTACHED DETAIL).7) ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THEAPPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OFVEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED AREASSHALL BE TEMPORARILY STABILIZED USING 2"-4" OF MULCH (DS1). ADDITIONALPLANTINGS WILL BE NECESSARY IF STAND OF GRASS FAILS TO GROW.8) SILT FENCES SHALL NOT BE PLACED IN STREAM BUFFERS OR FLOOD PLAINS, UNLESSUTILIZED FOR THE CONSTRUCTION OF AN EXEMPT ACTIVITY (I.E. ROADWAY DRAINAGESTRUCTURES, SEWER/WATER CROSSINGS, OR DRAINAGE STRUCTURES) PER THEAPPROVED PLANS. FOR SUCH DISTURBANCES WITHIN THE BUFFER, THE AREA SHALL BEIMMEDIATELY STABILIZED USING EROSION CONTROL MATTING AND./OR BLANKETS ONCETHE ACTIVITY IS COMPLETE.EROSION CONTROL NOTES:EROSION & SEDIMENT CONTROL LEGENDCODE PRACTICEDETAILDESCRIPTIONMAPSYMBOLCoCoCdSd1StStBfBfDs1Ds3Ds1Ds3Ds2Ds2SsSsNOTE: SEE SHEET L1.2 FORADDITIONAL CONSTRUCTION &EROSION CONTROL DETAILSSLOPE STABILIZATION MAT (ON 2:1 SLOPES):PIPE SCHEDULE & FLOW RATE:18" DIA. CMP @ 4% SLOPE= 4375.8 GPM / 9.75 CFS24" DIA. CMP @ 4% SLOPE= 9424.8 GPM / 21 CFSNOTE: FLOW RATES ARE CALCULATEDFOR FULL FLOW CAPACITY
released for construction:SHEET NUMBER:Landscape ArchitectureFine Garden DesignREVISIONS:ATLANTA OFFICE:185 Ottley DriveAtlanta, GA 30324Tel: [phone]HIGHLANDS OFFICE:930 Hale Ridge RoadScaly Mountain, NC 28775Tel: [phone] progress prints:not released for construction:DRAFTED BY:DATE:SCALE: NORTH:NOTES:TITLE:This drawing is the propertyof planters and is not to bereproduced or copied inwhole or in part. It is onlyto be used for the projectand site specificallyidentified herein.contractor to beresponsible for verifyingall field measurements anddimensions. alldiscrepancies shall bereported to plantersimmediately.ADDRESS:CLIENT:L1.2as notedTH03.16.21portion of wade fieldsnowbirdmountain townshipjackson county, ncCONSTRUCTION &EROSION CONTROLDETAILSLAVINDER RESIDENCESILT FENCE - TYPE SENSITIVESIDE VIEWFRONT VIEWCRUSHED STONE CONSTRUCTION EXITEXIT DIAGRAMENTRANCE ELEVATIONSLOPE STABILIZATION MATPIPE OUTLET TO WELL DEFINED CHANNELPIPE OUTLET TO FLAT AREA -- NO WELL DEFINED CHANNELRIPRAP OUTLET PROTECTIONORDINARY HIGH WATER MARK (BANKFULL)BASEFLOWCAST IN PLACECONCRETEFOOTERCAST IN PLACECONCRETEFOOTER13'18' 5"2-RADIUS ARCH CULVERT8' 4"TOP OF BANK1' 6" MINIMUM BACKFILLCONTECH ENGINEERED SOLUTIONS 18' 5" X 8' 4" (OR EQUIVALENT)BOLTEDFLANGEBRACKETBOLTEDFLANGEBRACKETCORRUGATED METALARCH CULVERT DETAIL (PROVIDED BY CREEK STONE ENVIRONMENTAL)ROAD DITCH DETAILCROSS SECTIONSTONE CHECK DAM DETAIL