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HomeMy WebLinkAbout20200124 Ver 1_20200224_Revised Plans_20200317PROJECT NO.SHEET NO.DRAWING NAME:18-0274Know what'sRCONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) ATLEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTIONOR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDETHEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORTANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.DEVELOPERLFW PROPERTIES, LLCP.O. BOX 818HILLSBOROUGH, NORTH CAROLINA 27278CURRENT OWNERLFW PROPERTIES, LLCP.O. BOX 818HILLSBOROUGH, NORTH CAROLINA 27278NOT TO SCALEENGINEER CONTACTSUMMIT DESIGN & ENGINEERING SERVICESTIMOTHY A. SMITH, PE504 MEADOWLAND DRHILLSBOROUGH, NC 27278(919) 732-3883 (PHONE)(919) 732-6676 (FAX)TIM.SMITH@SUMMITDE.NETSURVEY CONTACTSUMMIT DESIGN & ENGINEERING SERVICESTHOMAS TELLUP, PLS504 MEADOWLAND DRHILLSBOROUGH, NC 27278(919) 732-3883 (PHONE)(919) 732-6676 (FAX)THOMAS.TELLUP@SUMMITDE.NETPARCELSPIN: 9855017275 & 9845913894ZONING : R1 (UPPER ENO PROTECTED)86.57 AC COMBINEDPUBLIC SERVICE CONTACTS :WELL & SEPTIC: ORANGE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 131 W. MARGARET LANE, SUITE 100 HILLSBOROUGH, NC 27278 (919) 245-2360ELECTRIC: PIEDMONT ELECTRICMEMBERSHIP CORPORATION(919)-441-1877TELEPHONE: CENTURY LINK14111 CAPITAL BLVD.WAKE FOREST, NC 27587JOHN G. CLARK, JR.CELL (803) 374-3081SR. MDU CONST. ACCOUNT MANAGERjohn.clark@centurylink.comGAS: DOMINION ENERGY (FORMALLY PSNC)BRIAN SMITH2541 WHILDEN DRIVEDURHAM, NC 27713(919) 598-7454BRIAN.SMITH@SCANA.COMCABLE: SPECTRUM(844)757-2826PLANNING: ORANGE COUNTY PLANNINGMICHAEL HARVEY, AICP, CFM, CZOCURRENT PLANNING SUPERVISOR - PLANNER III1331 W. MARGARET LANE, SUITE 201PO BOX 8181HILLSBOROUGH, NC 27278(919) 245-2587E&S/STORM: ORANGE COUNTY PLANNING & INSPECTIONSMICHAEL HARVEYEROSION CONTROL SUPERVISOR131 W. MARGARET LANE, SUITE 201PO BOX 8181HILLSBOROUGH, NC 27278(919) 245-2587SOLID WASTERECYCLING: ORANGE COUNTY SOLID WASTEMANAGEMENT DEPT - JEFF SCOUTENPO BOX 17177CHAPEL HILL NC 27516(919) 968-27881. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ORANGE COUNTY STANDARD DETAILS, CODE OF ORDINANCES AND STANDARD SPECIFICATIONS.2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADSAND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED.3. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CURRENT COUNTY, STATE, NCDOT AND UTILITY PROVIDER STANDARDS, SPECIFICATIONS ANDBUILDING CODES.4. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC 811 OR THE APPROPRIATEUTILITY COMPANIES PRIOR TO ANY EXCAVATION.5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANY EXISTING ON SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOW GROUND. THECONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITEREMAINS AESTHETICALLY ACCEPTABLE.6. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS.7. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEEEROSION CONTROL INSTRUCTIONS, IF APPLICABLE.8. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.9. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER PRIOR TOINSTALLATION/CONSTRUCTION OF CORRESPONDING ITEMS.10. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES ASDIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURETHAT MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS.11. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED.12. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY.13. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III.14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALLREAD ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS AND REVIEWS MAY INCLUDE, BUT ARE NOT LIMITED TO: CITY/COUNTYAPPROVALS/PERMITS, CITY FIRE DEPARTMENT, SOLID WASTE REVIEWS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, SOIL AND EROSIONCONTROL PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWEREASEMENT ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, STORMWATER PERMITS, ZONING APPROVAL, AND BUILDING CODE APPROVALS/PERMITS. IF THE CONTRACTORHAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.15. TOTAL DISTURBED AREA = 44,148 S.F.OVERALL SITE PLANCOVER SHEETSITE DETAILSC-1C-2D-118-0274_CS.dwgC-1COVER SHEETSITE GRADING & DRAINAGE PLAN C-4NOT TO SCALEEXISTING CONDITIONS PLAN C-3BUFFER RESTORATION PLAN C-5 EXISTING PATHEDGE OF EXISTING RUNWAYEDGE OF EXISTING RUNWAYBROOKHOLLOW ROAD EFLAND CED A R G R O V E R O A D Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_S.dwgC-2PROJECT AREALOCATIONEXISTING PRIVATE AIRSTRIP100 -YR. FEMA FLOODZONE LIMITS500 -YR. FEMA FLOODZONE LIMITSK:\2018\18-0274 Warren-620 Brookhollow\Current Drawings\18-0274_S.dwg, 2/24/2020 2:40:51 PM, 1:1 EXISTING PATHEDGE OF EXISTING RUNWAYEDGE OF EXISTING RUNWAY ℄ McGOW A N' S C R E E K 590 590600600610610592592594594596596598598602602604604606606608608612614614 590590600 600610592592 594594596596598598602602 604604606 606608608 61261461650' STREAM BUFFER50' STREAM BUFFEREXISTING TREE LINE SPECIAL FLOOD HAZARD AREA CENTERZONE 2ZONE 1ZONE 1ZONE 2EXISTING TREE LINEKnow what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_S.dwgC-3NOTE:SURVEY DATA PROVIDED BY SUMIT DESIGNAND ENGINEERING SERVICES, FROM FIELDSURVEY PERFORMED ON 8/17/2018.500 - YEARFLOODPLAIN LIMITSZONE XFEMA NFIPFIRM PANEL NO. 3710985500KDATED: 11/17/2017100 - YEARFLOODPLAIN LIMITSK:\2018\18-0274 Warren-620 Brookhollow\Current Drawings\18-0274_S.dwg, 2/24/2020 2:41:03 PM, 1:1 EXISTING PATHEDGE OF EXISTING RUNWAYEDGE OF EXISTING RUNWAY ℄ McGOW A N' S C R E E K 590 590600600610610592592594594596596598598602602604604606606608608612614614 590590600 600610592592 594594596596598598602602 604604606 606608608 61261461650' STREAM BUFFER50' STREAM BUFFEREXISTING TREE LINE CENTERZONE 2ZONE 1ZONE 1ZONE 2EXISTING TREE LINE2:1 SLOPE2:1 SLOPE614612612610608606604602600598596594614612610608606604602600598596LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLD LD LD LDLDLDLDLDLD LD LDLDLDLDLDLDLDLD/SFLD/SFLD/SFLD/SFLD/SFLD/S F LD / S F LD / S F LD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/SFLD/S F LD/SF LDLDLD DLD LDDLD D/SF/S F/SFLDLDFSSFSSFLD/SFLLDD/SFKnow what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_S.dwgC-4WATER VALVEEXIST / PROPOSEDFIRE HYDRANTWATER METERFIRE DEPT. CONNECTION (FDC)AIR RELEASE VALVE (ARV)POST INDICATOR VALVE (PIV)PLUG & BLOCKREDUCERMECHANICAL JOINT / BENDEXISTING WATER MAINPROPOSED WATER MAIN / SERVICEEXISTING GAS MAINPROPOSED GAS MAINSANITARY SEWER MANHOLESEWER CLEAN OUTDROP INLETCURB INLETFLARED END SECTION (FES)EXISTING SEWER MAINPROPOSED SEWER MAIN / SERVICEEXISTING STORM PIPEPROPOSED STORM PIPEEXISTING OVERHEAD ELECTRICPROPOSED UNDERGROUND ELECTRICSSWGJUNCTION BOXUGE20' L x 20' W x 24" DCLASS 1 - MED.RIP-RAP INSTALLEDFLUSH W/ STREAM BEDCONCRETE HEADWALL(SEE DETAIL)CONCRETE HEADWALL(SEE DETAIL)GRASS LINED SWALE (TYP.)GRASS LINED SWALE (TYP.)DRY DETENTIONPONDRISER OUTLETRIP-RAP OUTLETPROTECTIONSEDIMENT FOREBAYRIP-RAP LINED DITCHNOTES:1. ALL 2:1 SLOPES SHALL BE STABILIZEDWITH NORTH AMERICAN GREEN (NAG)SC150 MATTING AS SOON AS GRADING ISCOMPLETED.2. CULVERT PIPE SHALL BE INSTALLED 1 FOOTBELOW NATURAL STREAMBED TO ALLOWFOR AQUATIC LIFE & FISH PASSAGE.DAM ZONE 1 DISTURBANCE = 6,776 SFZONE 1 DISTURBANCE = 6,743 SFZONE 2 DISTURBANCE = 3,037 SFZONE 2 DISTURBANCE = 2,472 SFLENGTH OF STREAMDISTURBED = 14 LFPIPE - 1144.00' OF 72" RCPINV. IN = 588.00'INV. OUT = 587.00'SLOPE = 0.69%ZONE 2 DISTURBANCE (OTHER) = 907 SFZONE 2 DISTURBANCE (OTHER) = 1,328 SFZONE 2 DISTURBANCE (OTHER) = 921 SFZONE 2 DISTURBANCE (OTHER) = 769 SFZONE 1 DISTURBANCE (OTHER) = 905 SFZONE 1 DISTURBANCE (OTHER) = 692 SFZONE 1 DISTURBANCE (OTHER) = 1,653 SFZONE 1 DISTURBANCE (OTHER) = 1,692 SFK:\2018\18-0274 Warren-620 Brookhollow\Current Drawings\18-0274_S.dwg, 2/24/2020 2:41:08 PM, 1:1 ℄ McGOW A N' S C R E E K50' STREAM BUFFER50' STREAM BUFFEREXISTING TREE LINE CENTERZONE 2ZONE 1ZONE 1ZONE 2EXISTING TREE LINELDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LDLDLD LD LD LDLDLDLDLDLD LD LDLDLDLDLDLDLD(3) YAUPON HOLLY ( GRASS )( GRASS )( GRASS )( GRASS )( GRASS )( GRASS )(TOP OF BANK)(TOP OF BANK)(TOP OF BANK)(TOP OF BANK)(TOP OF BANK)EXISTING EDGE OF RUNWAYEXISTING EDGE OF RUNWAYEXISTING PATHMEDIA MIX(3) WILLOW OAK ( GRASS )( GRASS )( GRASS )USE "BASIC MIX" FOR REVEGETAING AREAS TO BE GRASSED(SEE MIX SPECIFICATIONS ON DETAIL SHEET D-1)USE "BASIC MIX" FOR REVEGETAING AREAS TO BE GRASSED(SEE MIX SPECIFICATIONS ON DETAIL SHEET D-1)(4) RIVER BIRCH (1) RIVER BIRCH (2) YAUPON HOLLY (9) CHRISTMAS FERN (9) CHRISTMAS FERN (13) CHRISTMAS FERN (3) SOUTHERN CRABAPPLE (4) WILLOW OAK (8) LOBLOLLY PINE (4) LOBLOLLY PINE (2) SOUTHERN CRABAPPLE (7) CAROLINA PHLOX CHRISTMAS FERN CAROLINA PHLOX RIVER BIRCH SOUTHERN CRABAPPLE WILLOW OAKS LOBLOLLY PINE YAUPON HOLLY PLANT LISTCOMMON NAME / SCIENTIFICQTY. SIZE7311255751 GAL.6'-8'2" CAL.6'-8'2" CAL.5 GAL.1 GAL.Know what'sRPROJECT NO.SHEET NO.DRAWING NAME:18-027418-0274_LS.dwgC-5BUFFER RESTORATION PLAN-K:\2018\18-0274 Warren-620 Brookhollow\Current Drawings\18-0274_LS.dwg, 2/24/2020 2:41:20 PM, 1:1 PROJECT NO.SHEET NO.DRAWING NAME:18-0274Know what'sR18-0274_D.dwgD-1SEEDING MIXTURESPECIESRATE (LB/ACRE)RYE (GRAIN) 120ANNUAL LESPEDEZA (KOBE INPIEDMONT AND COASTAL PLAIN,KOREAN IN MOUNTAINS) 50GERMAN MILLET 40OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER INTHE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDAGRASSRYE (GRAIN) 120IS NOT TO EXTEND BEYOND JUNE.MAY BE SUBSTITUED AT A RATE OF 50 LB/ACRE.SEEDING DATES:MOUNTAINS - ABOVE 2500 ft: FEB. 15 - MAY 15BELOW 2500 ft: FEB. 1 - MAY 1PIEDMONT - JAN. 1 - MAY 1COASTAL PLAIN - DEC. 1 - APR. 15MOUNTAINS - MAY 15 - AUG. 15PIEDMONT - MAY 1 - AUG. 15COASTAL PLAIN - APR. 15 - AUG. 15MOUNTAINS - AUG. 15 - DEC. 15COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30SOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURALLIMESTONE AND 750 LBS/ACRE 10-10-10 FERTILIZERMULCHAPPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR AMULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCHIMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.LATE WINTER &EARLY SPRINGSUMMERFALLLATE WINTER &EARLY SPRINGSUMMERFALLSTANDARD SILT FENCE OUTLETNTSFRONT VIEWSIDE VIEWPLAN VIEW18"6"GRADESTEEL FENCE POSTWIRE FENCEHARDWARE CLOTHFILTER OF 1 INCHDIAMETER #57WASHED STONEFLOW DIRECTIONGRADESTEEL FENCE POST SETMAXIMUM 2 FEET APARTWIRE FENCENOTE:BURY WIRE FENCE, HARDWARECLOTH, AND SILT FENCE FABRIC 6INCHES INTO THE TRENCHHARDWARE CLOTHSILTFENCEFABRICNOTE:SILT FENCE FABRICTO OVERLAPHARDWARE CLOTH BY12 INCHESSILT FENCEFABRIC ONWIRE FENCEHARDWARECLOTH ONWIRE FENCESTEELFENCE POSTFILTER OF 1 INCHDIAMETER #57WASHED STONEFLOW FLOW FLOW STABILIZATION TIMEFRAMESSite Area DescriptionStabilizationTimeframe ExceptionsPerimeter dikes, swales,ditches and slopes7 daysNoneHigh Quality Water (HQW)Zones7 daysNoneSlopes steeper than 3:17 daysIf slopes are 10’ or less in lengthand are not steeper than 2:1, 14days are allowedSlopes 3:1 or flatter14 days7 days for slopes greater than 50’in lengthAll other areas with slopesflatter than 4:114 daysNone, except for perimeters andHQW Zones8"TEMPORARY SILT FENCENTSSEEDING MIXTURESPECIESRATE (LB/ACRE)TALL FESCUE 250SERICEA LESPEDEZA 20KOBE LESPEDEZA 1050SEEDING NOTES1. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.2. WHERE PERIODIC MOWING IS PLANNED OR A NEAR APPEARANCE IS DESIRED, OMIT SERICEA ANDINCREASE KOBE LESPEZEDA TO 40 LB/ACRE.3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS.HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.NURSE PLANTSBETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SUDANGRASS.PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).SEEDING DATESBEST POSSIBLEFALL: AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25LATE WINTER: FUBRUARY 15 - MARCH 21 FEBRUARY 1 - APRIL 15FALL IS BEST FOR ALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVER SEEDING OF KOBELESPEZEDA OVER FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE.SOIL AMENDMENTSAPPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.MULCHAPPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHORSTRAW BY TACKING WITH ASPHALT, NETTING OR ROVING OR BY CRIMPING WITH A MULCH ANCHORINGTOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE ORTWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE AND MULCH DAMAGED AREASIMMEDIATELY.SEEDING SCHEDULE1. TILL OR DISC SOIL TO APPROPRIATE DEPTH PER THE NC EROSION AND SEDIMENTCONTROL PLANNING AND DESIGN MANUAL PERMANENT STABILIZATION REQUIREMENTS.2. AMEND SOIL TO PROVIDE SUFFICIENT ORGANIC MATTER FOR LONG-TERM VEGETATIONGROWTH AND INFILTRATION.3. IF SOIL IS NOT AMENDED, PROVIDED A JUSTIFICATION (I.E., SOIL TEST RESULTS) FOR WHYTHE AMENDMENT WAS NOT NECESSARY.4. USE ADDITIONAL AMENDMENTS AS NECESSARY TO ENSURE THAT THE PERVIOUSSURFACE IS INFILTRATING STORMWATER AT PRE-DEVELOPMENT RATES.5. FOLLOW NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUALREQUIREMENTS AND GUIDELINES FOR PERMANENT SEEDING.6. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY RESEEDINGS WITHIN THE PLANTINGSEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISHORIGINAL LIME, FERTILIZER AND SEEDING RATES.7. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND FERTILIZATION AFTERPERMANENT COVER IS ESTABLISHED.*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ACRE IN CLAY SOILS)FERTILIZER - 1,000 lbs. / ACRE -10-10-10SUPERPHOSPHATE - 500 lbs> / ACRE -20% ANALYSISMULCH - 2 TONS / ACRE (5000 LBS/AC FOR STEEP SLOPES) - SMALL GRAIN STRAWANOTHER - ASPHALT EMULSION @ 300 GALS./ ACREPERMANENT SEEDING IN NORTH CAROLINA (TABLE 6.11L)SEEDBED PREPARATIONMAINTENANCE:NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED ASNEEDED. IF RILLS ANG GULLIES DEVELOP, THEY MUST BE FILLED, RE-SEEDED, AND MULCHEDAS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.DAMAGE TO VEGETATION FROM DISEASE, INSECTS, TRAFFIC, ETC., CAN OCCUR AT ANYTIME.HERBICIDES AND REGULAR MOWING MAY BE NEEDED TO CONTROL WEEDS. DUST ANDSPRAYS MAY BE NEEDED TO CONTROL INSECTS. WEEK OR DAMAGED SPOTS MUST BERELIMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE.TEMPORARY SEEDING IN NORTH CAROLINATREE PLANTING AND STAKINGSTAKING - TREES WILL BECOME STRONGER FASTER WHEN THETOP 2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELYWITH WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THETRUNK AND TIE TO THREE STAKES POSITIONED EVENLY AROUNDTHE TRUNK. STAKES SHOULD BE DRIVEN DEEPLY INTO THEGROUND TO PREVENT DISLODGING. CHECK AT LEAST EVERYTHREE MONTHS FOR BINDING OR OTHER PROBLEMS. STAKESAND TIES SHOULD BE REMOVED SIX MONTHS TO ONE YEARAFTER PLANTING.WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEENREMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TODIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGINAT THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULDNOT TRAP OR HOLD WATER.PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS ATTHIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPINGPURPOSES.PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROMTHE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALLMEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF ITIS A SOILESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THEPLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLETHE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SOTHAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVEEXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMPAND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMENDTHE SOIL AT THIS POINT EXCEPT TO AMEND THE PH.WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SETPLANTS SHOULD BE WATERED AS BACKFILLING IS BEING DONESO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED.3' SAUCERSCARIFY SIDES AND BOTTOM OF HOLEBACKFILL SOILSOIL SURFACENOTESREMOVE BURLAP FROM TOPOF ROOT BALL BEFOREBACKFILLING AROUND BALL ISCOMPLETEDALL TREES WHICH ARESMOOTH BARKED AT THE TIMEOF PLANTING AND HAVE MORETHAN 2' OF CLEAR TRUNKSHALL BE WRAPPEDALL TREE WRAPPING SHALLEXTEND FROM THE TOP OFTHE BACKFILL TO THELOWERMOST TREE BRANCHESBARE ROOT,CONTAINER ORBALL SIZEXY8" 4"5" TO 30"30" OR GREATER12" 6"SCHEDULE FOR PLANT HOLE SIZE3" - 6" MULCHDOUBLE STRAND 12 GAUGE WIRE:LEAVE SLACK CLOTH OR RUBBER TIESTAKESXYTREE PLANTING AND STAKING DETAILNTSSCHEDULE FOR PLANT HOLE SIZE6"12"30" OR GREATER5" TO 30"4"8"YXBARE ROOT, CONTAINEROR BALL SIZEXYLOOSEN SOIL ON SIDES ANDBOTTOM OF PLANTING HOLEBACKFILL SOIL AS IN NOTESEXISTING SOIL LEVEL3" SAUCER3" MULCHSHRUB PLANTING NOTESPRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME.ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES.PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THEROOTS, TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULDBE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE.LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTSAND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SETTHE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVETHE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATERTHE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIMEEXCEPT TO ADJUST THE PH.STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND.EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT.WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIALSHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTSARE THOROUGHLY SOAKED.SHRUB PLANTING DETAILNTSNOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDINGON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIREINSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.BLANKET WIDTH.NOTE:*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TOPROPERLY SECURE THE BLANKETS.3"(7.5cm)2"-5"(5cm-12.5cm)TYPICAL SLOPE BLANKET INSTALLATION2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCHWITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE12"(30 cm)(15 cm)6"6"(15 cm)BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OFSTAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.AMERICANNORTHGREENUSA 1-800-772-2040 CANADA 1-800-448-204014649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725www.nagreen.comIN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKESSHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.Basic MixOats (Mar - Jun), Wheat (Jul - Nov), Rye Grain (Dec - Feb)1-2 bags / ac$ 5-10 bagRed Clover 10 lbs / acre$ 3 / lbCreeping Red Fescue 20 lbs / acre$ 2-3 / lbSeed Mixes for Revegetating Disturbed SitesK:\2018\18-0274 Warren-620 Brookhollow\Current Drawings\18-0274_D.dwg, 2/24/2020 2:41:27 PM, 1:1