20211337 Ver 1_2TRST21911 Greenville Loop Trail Section 1 - 65% Plans_20211008

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RDHOLLY TREE RDHOLLY TREE RDWALLINGTON RDHOLLY TREE RDLANCASTER RDWHITNER DRCASCADE RDWEB TRACETIPTON CTWARLICK DRRACHEL PLTYLER PLJOY PLPINE GROVE DRBill Saffo, MayorMargaret Haynes, Mayor Pro-TemTony Caudle, Interim City ManagerKevin Spears, Council MemberKevin O'Grady, Council MemberNeil Anderson, Council MemberCharles H. Rivenbark, Council MemberClifford D. Barnett, Sr., Council MemberDenise Freund, Division EngineerJames Pace, PM, Senior Project EngineerGREENVILLE LOOP TRAIL, SECTION 1CITY OF WILMINGTON CONTRACT NO: LOI 06-2020.BCITY OF WILMINGTON FISCAL/PROJECT NO: 2TRST21911CITY OF WILMINGTON, NCLOCATION MAPVICINITY MAPN.T.SN.T.S.TITLESHEETCGPKBLG00101INDEX OF DRAWINGSSHEET NO.TITLEG001TITLE SHEETC001CIVIL NOTES & LEGENDC101 - C107EXISTING CONDITIONS AND DEMOLITION PLANCS101 - CS107SITE PLANCS301 - CS318CROSS SECTIONSCS501 - CS503SITE DETAILSCG101 - CG107GRADING AND EROSION CONTROL PLANCG501 - CG504GRADING AND EROSION CONTROL DETAILSTC001TRAIL CLOSURE NOTES & LEGENDTC101 - TC107TRAIL CLOSURE AND WORK PLANTC201 - TC207TRAIL CLOSURE AND WORK PLAN177417177476171711711742142142176171321331327613340140140421WILMINGTONPROJECTLOCATIONPROJECTLOCATIONCIVIL ENGINEER:PAMELA A. KISTNER023121S E A L65% DESIGNDO NOT USE FOR CONSTRUCTION21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTION
CIVILNOTES &LEGENDCGPKBLC00102#2WCB
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SSXGENERAL NOTES:1.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE CITY OF WILMINGTON STANDARD DETAILS, NCDOT ROADWAY STANDARD DRAWINGS AND NCDOTSTANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.2.TOPOGRAPHIC SURVEY CONDUCTED BY DEWBERRY ENGINEERS, INC.3.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY SIGNAGE AND FENCING TO INFORM AND PROTECT THE PUBLIC FROM CONSTRUCTION ACTIVITIES.CONTRACTOR SHALL COORDINATE SIGNAGE AND DETOUR WITH CITY OF WILMINGTON PROJECT MANAGER.4.NO WORK SHALL COMMENCE UNTIL ALL PERMITS ARE OBTAINED AND NOTICE-TO-PROCEED IS GRANTED.5.CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING PRIOR TO BEGINNING CONSTRUCTION.6.CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AND APPROVALS ON-SITE AT ALL TIMES.7.CONTRACTOR SHALL CONTACT "NC ONE CALL" PRIOR TO CONSTRUCTION. ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION LIMITS SHALL BE LOCATED BY THECONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY THAT MAINTAINS THE UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION A MINIMUM OF 48 HOURS, BUT NOT MORE THAN 10 WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.8.INSTALL TEMPORARY CONSTRUCTION ENTRANCE/EXIT. CONTRACTOR SHALL WASH TIRES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING PUBLIC STREETS.9.CONTRACTOR SHALL MARK LIMITS OF CONSTRUCTION AND INSTALL CONSTRUCTION FENCING, AND, SILT/TREE PROTECTION FENCING. TREES SHOULD NOT BEREMOVED IF NOT REQUIRED FOR WORK.10.ANY DISTURBED AREA SHALL HAVE TEMPORARY STABILIZATION AT THE END OF EACH WORK DAY.11.PROJECT IS LOCATED IN THE WHITE OAK RIVER BASIN.12.THE PROJECT IS LOCATED IN ZONE AE AND ZONE X, FLOOD HAZARD AREA BASED ON FEMA NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAPPANEL 3701713146K AND PANEL 3701713136K, EFFECTIVE AUGUST 28, 2018.13.CONTRACTOR SHALL VERIFY ALL INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS AND NOTIFY THE CITY PROJECT MANAGER OF ANY DISCREPANCYPRIOR TO CONSTRUCTION.14.CONTRACTOR SHALL COORDINATE WITH THE CITY PROJECT MANAGER AND OBTAIN ALL APPLICABLE CONSTRUCTION AND LAND DISTURBANCE PERMITS PRIOR TOCOMMENCING ANY WORK.15.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES, INCLUDING SIGNAGE, WITH THE CITY PROJECT MANAGER AS WELL AS WITH UTILITY COMPANIES,ADJACENT LAND OWNERS AND/OR OTHER AFFECTED THIRD PARTIES.16.CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT, AND PERFORM ALL WORK AND SERVICES FOR ALL SITE CLEARING, SITE EXCAVATION,FILLING AND BACKFILLING FOR ALL STRUCTURES, INCLUDING BORROW, HAULING, WETTING, ROLLING AND OTHER OPERATIONS PERTAINING THERETO WITHIN THECONSTRUCTION LIMITS, COMPLETE ALL AS SHOWN ON THE PLANS, SPECIFICATIONS, AND AS DIRECTED BY THE CITY PROJECT MANAGER.17.NO MUD OR CONSTRUCTION DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON ANY STREET.18.WHEN DURING THE COURSE OF CONSTRUCTION, ANY OBJECT OF UNUSUAL NATURE IS ENCOUNTERED, THE CONTRACTOR SHALL CEASE WORK IN THAT AREA ANDIMMEDIATELY NOTIFY THE CITY PROJECT MANAGER OR HIS DESIGNEE.19.CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION.20.CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES WITHIN 4 HOURS OF INTERRUPTED SERVICE.21.CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS, AND LINES OF REFERENCE. PROPERTY IRONS,MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYORREGISTERED IN NC AT CONTRACTOR'S EXPENSE.22.CONTRACTOR SHALL RESTORE ANY DISTURBED AREAS TO EXISTING GRADE UNLESS SHOWN OTHERWISE ON THE PLANS.23.EXCAVATION AND CONSTRUCTION SHALL PROCEED ACCORDING TO THE LATEST OSHA REGULATIONS.24.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, LANDSCAPING, TREES, AND ANY OTHER APPURTENANCES WHICH OCCUR AS A RESULTOF PERFORMING THE CONSTRUCTION.25.COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.26.CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, PAVED OR UNPAVED CONCRETE CURB AND GUTTER, AND SIDEWALKS TO EXISTING OR BETTERCONDITIONS IF DISTURBED DURING CONSTRUCTION.27.CONTRACTOR SHALL SUBMIT DIGITAL INFORMATION AND HARD COPY REDLINE AS-BUILT DRAWINGS TO THE CITY PROJECT MANAGER WITHIN 30 DAYS AFTERCOMPLETION OF CONSTRUCTION, BUT NO LATER THAN 7 DAYS PRIOR TO PLACING NEW WORK IN SERVICE.28.ALL WATER AND SEWER CASTINGS SHALL BE PROTECTED IN PLACE. IF WORK ENCROACHES OVER TO EXISTING MANHOLES, THE MANHOLE NEEDS TO BEADJUSTED TO MATCH THE FINISHED GRADE.29.IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PRIVATELY OWNED IRRIGATION SYSTEMS SHALL EITHER BE CAPPED ORABANDONED OUTSIDE THE EXISTING AND PROPOSED PROJECT ROW OR EASEMENT. PRIVATELY OWNED IRRIGATION SYSTEMS WITHIN THE EXISTING ORPROPOSED ROW/EASEMENT OF THE PROJECT CAN BE EITHER ABANDONED OR REMOVED AS DETERMINED BY THE CONTRACTOR OR PROJECT ENGINEER.ALL PRIVATELY OWNED IRRIGATION SYSTEMS WITHIN THE PROJECT WORK AREA SHALL BE RETURNED TO OPERATION AT THE COMPLETION OF PROJECTWORK IN THE AREA.EROSION CONTROL NOTES1.SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCG010000) TO STORMWATERINSPECTIONS THROUGHOUT THE PROJECT.2.INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. INSTALL SILT FENCING, AND CONSTRUCTION ENTRANCE. LIMIT CLEARING ANDLAND DISTURBING ACTIVITY TO ONLY THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.3.CONTRACTOR SHALL PROVIDE TEMPORARY SEED, MULCH, AND TACK ALL DISTURBED AREAS WITH NO CONSTRUCTION ACTIVITY FOR ANY TIME GREATERTHAN 3 DAYS.4.FINISHED SLOPES SHALL BE SEEDED ACCORDING TO THE PLANS AND SPECIFICATIONS AND STABILIZED WHERE REQUIRED PER DETAILS SHOWN, AND ASDIRECTED BY THE CITY PROJECT MANAGER.5.CONTRACTOR SHALL PROTECT CHANNELS, OUTFALLS, AND RELATED STRUCTURES.6.CONTRACTOR SHALL FOLLOW THE SEDIMENT AND EROSION CONTROL MEASURES AS OUTLINED IN THE CONSTRUCTION SCHEDULE (SEE SHEET CG501).7.THE DISTURBED AREA IS 2.78 ACRES.GRADING AND EARTHWORK1.ALL TREES AND OTHER VEGETATION, STUMPS, ROOTS, RUBBISH, TRASH, AND OTHER DEBRIS SHALL BE CLEARED AND WITHIN THE CONSTRUCTION LIMITS AND REMOVED FROM THESITE PRIOR TO PLACING EARTHWORK FILL. NO EARTHWORK FILL SHALL BE PLACED OVER WET, SOFT, COMPRESSIBLE OR ORGANIC CONTAINING SOILS. UNSUITABLE "POCKETS" OFCOMPRESSIBLE SOILS SHALL BE REMOVED, BACKFILLED, AND COMPACTED WITH SUITABLE FILL SOIL, AS APPROVED BY THE CITY OF WILMINGTON PROJECT MANAGER. FINALDISPOSAL SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.2.AREAS TO BE GRADED SHALL BE STRIPPED OF TOPSOIL. TOPSOIL MAY BE STOCKPILED ON THE SITE IF ALLOWED BY THE CITY PROJECT MANAGER AND/OR OTHER AFFECTED THIRDPARTIES IN CONJUNCTION WITH THE CITY. STOCKPILES SHALL BE PROTECTED FROM EROSION. TOPSOIL SHALL BE SPREAD ON AREAS TO BE SEEDED.3.ALL NON-STRUCTURAL FILL FOR COMMON AREAS SHALL BE A LOW PLASTICITY, INORGANIC SOIL FREE OF ROCK, GRAVEL OR LUMPS LARGER THAN 6-INCHES IN ANY DIMENSION,DEBRIS, WASTE, FROZEN MATERIALS, ORGANIC MATTER OR ANY OTHER DELETERIOS MATERIALS AND COMPACTED TO 95% (ASTM D698) OF THE STANDARD PROCTOR MAXIMUM DRYDENSITY, UNLESS OTHERWISE DIRECTED BY THE CITY PROJECT MANAGER.4.CITY PROJECT MANAGER SHALL HAVE THE AUTHORITY TO APPROVE OR DISAPPROVE THE CONDITION OF THE SUBGRADE ON WHICH FILL IS TO BE PLACED, FLL MATERIAL, PLACEMENTMETHODS, AND COMPACTION METHODS.5.THE CITY WILL RETAIN A TESTING/GEOTECHNICAL FIRM TO PROVIDE SOIL TESTS AS NECESSARY TO DETERMINE THAT THE SPECIFIED SOIL PROPERTIES AND DENSITY IS OBTAINED. IFTEST RESULTS DO NOT MEET SPECIFICATIONS, ALL GRADING OPERATIONS OF REMOVING, REPLACING, RECOMPACTING THE MATERIAL TO PROPER COMPACTION, AND ALLENGINEERING COSTS FOR RETESTING SHALL BE AT THE EXPENSE OF THE CONTRACTOR.6.ALL EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED REGARDLESS OF THE NATURE OF MATERIAL ENCOUNTERED.7.AFTER THE COMPLETION OF CONSTRUCTION BELOW GRADE, ALL FORMS, TRASH, AND CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO STARTING BACKFILLING. BACKFILL SHALLBE PLACED IN 6-INCH MAXIMUM LIFTS AND COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY IN THE OPTIMUM MOISTURE RANGE (ASTM D698). THE TOP18-INCHES OF BACKFILL SHALL BE COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.8.BORROW, WASTE, AND STORAGE AREAS FOR SOIL MATERIALS SHALL BE REGULAR IN CROSS-SECTION, AND PROTECTED FROM EROSION.9.ALL ADDITIONAL SOIL MATERIALS REQUIRED FOR REPLACEMENT OF UNSUITABLE MATERIALS SHALL BE OBTAINED OFF-SITE, APPROVED BY THE CITY PROJECT MANAGER, AND COMEFROM A BORROW PIT APPROVED BY NORTH CAROLINA DIVISION OF LAND RESOURCES.10.CONTRACTOR SHALL CONTROL STORM AND SURFACE WATER IN ALL CLEARED AREAS TO KEEP IT FROM ENTERING OR STANDING IN EXCAVATIONS AND CONSTRUCTION LOCATIONS.DEMOLITION NOTES:1.DO NOT DAMAGE TREES THAT ARE TO REMAIN.2.ALL EXISTING UTILITIES TO BE PROTECTED DURING CONSTRUCTION.21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTION
MATCH LINE - STA 14+10
MATCH LINE - STA 14+10
MATCH LINE - STA 18+20EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10103SCALE: 1"=20'Feet02040EXISTING CONDITIONS AND DEMOLITION PLANEXISTING CONDITIONS AND DEMOLITION PLANDEMOLITION LEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 10" GUM TREEDEMOLISH 11" GUM TREEDEMOLISH 13" PINE TREEDEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 18" POPLAR TREECLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.BEGIN PROJECT, STA 10+64LIMIT OF DISTURBANCELIMIT OF DISTURBANCE
MATCH LINE - STA 18+20
MATCH LINE - STA 22+3023MATCH LINE - STA 22+30
MATCH LINE - STA 26+40
EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10204SCALE: 1"=20'Feet02040EXISTING CONDITIONS AND DEMOLITION PLANEXISTING CONDITIONS AND DEMOLITION PLAN21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 2" CRAPE MYRTLEDEMOLISH 3" CRAPE MYRTLEDEMOLISH 7" MAGNOLIADEMOLISH 4" CRAPE MYRTLEDEMOLISH 7" MAGNOLIADEMOLISH CONCRETESIDEWALK, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.DEMOLITION LEGEND:RETAIN EXISTING MARKINGSREMOVE CROSSWALKMARKINGS
MATCH LINE - STA 26+40
MATCH LINE - STA 30+5025MATCH LINE - STA 30+50
MATCH LINE - STA 34+60
EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10305SCALE: 1"=20'Feet02040EXISTING CONDITIONS AND DEMOLITION PLANEXISTING CONDITIONS AND DEMOLITION PLAN21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 6" MAGNOLIADEMOLISH 3" CRAPE MYRTLEDEMOLISH 4" CRAPE MYRTLEDEMOLISH 7" MAGNOLIADEMOLISH 7" CYPRUSDEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 3" CRAPE MYRTLEDEMOLISH 8" CYPRUSDEMOLITION LEGEND:CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.
MATCH LINE - STA 34+60
MATCH LINE - STA 38+70MATCH LINE - STA 38+70MAT
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EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10406SCALE: 1"=20'Feet02040EXISTING CONDITIONS AND DEMOLITION PLANEXISTING CONDITIONS AND DEMOLITION PLAN21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDEMOLISH 4" MAGNOLIADEMOLISH 4" MAGNOLIADEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 5" MAGNOLIADEMOLISH 3" CRAPE MYRTLEDEMOLISH 2" CRAPE MYRTLEDEMOLISH 5" MAGNOLIADEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 6" MAGNOLIADEMOLISH 6" MAGNOLIADEMOLITION LEGEND:CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.
26 MATCH LINE - STA 42+80MATCH LINE - STA 46+90MATCH LINE - STA 46+90
MATCH LINE - STA 51+00EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10507SCALE: 1"=20'Feet02040EXISTING CONDITIONS AND DEMOLITION PLANEXISTING CONDITIONS AND DEMOLITION PLAN21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH CONCRETESIDEWALK, TYP.DEMOLISH 4" CRAPE MYRTLEDEMOLISH CONCRETESIDEWALK, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.DEMOLITION LEGEND:DO NOT IMPACT BRICK WALL
MATCH LINE - STA 51+00
MATCH LINE - STA 55+10MATCH LINE - STA 55+10MATCH LINE - S
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EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10608SCALE: 1"=20'Feet02040EXISTING CONDITIONS AND DEMOLITION PLANEXISTING CONDITIONS AND DEMOLITION PLAN21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDEMOLISH 28" OAK TREEDEMOLISH DRIVEWAY.MAINTAIN ACCESS.DEMOLISH STRUCTURECLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.CLEAR AND GRUB, TYP.DEMOLITION LEGEND:
MATCH LINE - STA 59+20EXISTINGCONDITIONSANDDEMOLITIONPLANCGPKBLC10709Feet02040SCALE: 1"=20'EXISTING CONDITIONS AND DEMOLITION PLAN21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROTECT 24" OAKDEMOLITION LEGEND:CLEAR AND GRUB, TYP.END PROJECT STA 61+81
WETLAND IMPACTWETLAND IMPACTRETAIN POLE. ASPHALT 1' OFF POLE.ADJUST GUY WIRES AS NEEDED.ADJUST CABLE PEDESTAL TO PROPOSED GRADE.BEGIN PROJECT2TRST21911 AT STA 10+64.TIE TO U-5534Q.65' RADII, TYP.S82°48'29.20"E78.80'S74°37'32.34"E263.09'S79°19'27.63"E28.31'R=779.27'L=111.29'Δ=008°10'57"EX BACK OF CURB10+00EX BACK OF CURB11+00EX BACK OF CURB12+00EX BACK OF CURB13+00EX BACK OF CURB14+0014+15OFF 16.0'13+87OFF 11.8'11+75OFF 17.0'13+39OFF 17.0'10+59OFF 18.0'10+59OFF 11.8'14+5OFF 14.6'14+25OFF 35.0'14+8OFF 35.4'14+32OFF 13.4'MATCH LINE - STA 14+10WETLAND IMPACTWETLAND IMPACTRETAIN POLE. ASPHALT 1' OFF POLE.ADJUST GUY WIRES AS NEEDED.65' RADII, TYP.65' RADII, TYP.TRANSITION 8' SIDEWALK TO10' SIDEWALK AT STA. 15+25S75°09'26.89"E5.48'S74°44'49.40"E95.74'S74°26'44.65"E5.56'S72°40'33.69"E7.45'S74°52'51.61"E83.17'S74°17'37.24"E5.51'S74°48'29.45"E112.83'R=72EX BACK OF CURB14+00EX BACK OF CURB15+00EX BACK OF CURB16+00EX BACK OF CURB17+00EX BACK OF CURB18+0014+42OFF 11.9'14+15OFF 16.0'13+87OFF 11.8'15+02OFF 16.0'18+40OFF 16.0'14+5OFF 14.6'14+39OFF 24.2'14+25OFF 35.0'14+8OFF 35.4'14+32OFF 13.4'MATCH LINE - STA 14+10
MATCH LINE - STA 18+20SITEPLANCGPKBLCS10110SITE PLANSITE PLANFeet02040SCALE: 1"=20'21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.TEMPORARY CONSTRUCTION EASEMENTPROPOSED PERMANENT PEDESTRIAN EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTTEMPORARY CONSTRUCTION EASEMENT2' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDERNO INSIDE SHOULDERRETAIN AND PAVE AROUND EXISTING DRAINAGE STRUCTURE.1CS5013CS5012' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS501PROPOSED PUEPROPOSED PUE
RETAIN POLE.ASPHALT 1' OFF POLE.ADJUST TELEPHONE PEDESTALAND UTILITY HANDHOLE TOPROPOSED GRADE.RETAIN POLE. ASPHALT 1' OFF POLE.ADJUST GUY WIRES AS NEEDED.ADJUST CABLE PEDESTAL TOPROPOSED GRADE.65' RADII, TYP.65' RADII,TYP.TRANSITION 10' SIDEWALK WITHNO INSIDE SHOULDER TO 10' SIDEWALKWITH 2' INSIDE SHOULDER.STA 18+95 - 19+1518+95OFF 13.0'20+5OFF 13.0'20+37OFF 13.0'20+71OFF 15.0'21+13OFF 13.0'22+42OFF 14.0'22+72OFF 18.0'18+40OFF 16.0'18+94OFF 17.0'20+13OFF 19.0'21+11OFF 18.0'22+42OFF 34.0'22+42OFF 18.0'MATCH LINE - STA 18+20
MATCH LINE - STA 22+3020'TIE TO EX. CONCRETESIDEWALKADJUST TELEPHONE PEDESTALAND UTILITY HANDHOLE TOPROPOSED GRADE.RETAIN POLE. ASPHALT 1' OFF POLE.ADJUST GUY WIRES AS NEEDED.ADJUST CABLE PEDESTAL TOPROPOSED GRADE.RETAIN POLE. ASPHALT 1' OFF POLE.ADJUST GUY WIRES AS NEEDED.PROVIDE NEW HIGHVISIBILITY CROSSWALK.PROVIDE NEW CURB RAMPS.65' RADII,TYP.65' RADII, TYP.22+42OFF 14.0'22+72OFF 18.0'23+2OFF 16.0'23+95OFF 11.8'24+25OFF 16.0'24+55OFF 11.8'22+42OFF 34.0'22+82OFF 37.0'23+02OFF 32.0'23+62OFF 32.0'24+69OFF 17.0'24+45OFF 31.0'22+42OFF 18.0'MATCH LINE - STA 22+30
MATCH LINE - STA 26+40
SITEPLANCGPKBLCS10211SITE PLANSITE PLANSCALE: 1"=20'21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.PROVIDE NEWCURB RAMP.PROVIDE NEWCURB RAMP.TEMPORARY CONSTRUCTION EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTTEMPORARY CONSTRUCTION EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENT10 ASPHALT TRAIL1' OUTSIDE SHOULDERNO INSIDE SHOULDER3CS5011CS5011CS501Feet020402' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS5012' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS5012' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDERRETAIN EXISTINGCROSSWALK MARKINGSTIE TO EXISTING SIDEWALKTIE TO EXISTING SIDEWALK
RETAIN POLE.ASPHALT 1' OFF POLE.65' RADII, TYP.N79°58'16.62"E296.82'N79°42'11.09"E5.63'N79°58'39.63"E198.16'N77°31'37.00"E5.54'N73°58'24.77"E1.30'EX BACK OF CURB26+00EX BACK OF CURB27+00EX BACK OF CURB28+00EX BACK OF CURB29+00EX BACK OF CURB30+00EX BACK OF CURB27+48OFF 11.8'27+78OFF 16.0'28+8OFF 11.9'30+95OFF 11.7'27+14OFF 17.0'27+74OFF 26.0'29+11OFF 23.0'29+11OFF 17.0'30+95OFF 17.0'MATCH LINE - STA 26+40
MATCH LINE - STA 30+50CONNECT TO EX.CONCRETESIDEWALKRETAIN POLE.ASPHALT 1' OFF POLE.ADJUST UTILITY HANDHOLETO PROPOSED GRADE.65' RADII, TYP.PROVIDE HIGH VISIBILITYCROSSWALKN77°31'37.00"E5.54'N80°00'04.06"E134.93'N79°44'04.92"E5.55'N79°52'50.37"E100.66'N79°55'59.99"E50.20'N79°58'40.78"E5.56'N79°51'37.47"E51.78'N80°00'42.39"E5.48'N79°53'28.96"E135.06'EX BACK OF CURB31+00EX BACK OF CURB32+00EX BACK OF CURB33+00EX BACK OF CURB34+00EX BACK OF CURB35+0030+95OFF 11.7'31+30OFF 16.0'31+60OFF 11.8'34+34OFF 11.7'34+84OFF 15.0'31+64OFF 28.0'32+21OFF 32.0'32+06OFF 17.0'30+95OFF 28.0'32+81OFF 32.0'32+95OFF 18.0'34+34OFF 17.0'34+84OFF 20.0'30+95OFF 17.0'31+64OFF 17.0'31+20OFF 14.8'31+21OFF 34.8'31+41OFF 34.8'31+40OFF 14.6'31+21OFF 28.0'31+41OFF 28.0'MATCH LINE - STA 30+50
MATCH LINE - STA 34+60
SITEPLANCGPKBLCS10312SITE PLANSITE PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.PROVIDE NEWCURB RAMP.PROVIDE NEWCURB RAMP.TEMPORARY CONSTRUCTIONEASEMENTPROPOSED PERMANENT PEDESTRIAN EASEMENTTEMPORARY CONSTRUCTIONEASEMENTPROPOSED PERMANENT PEDESTRIAN EASEMENTPROPOSED PERMANENT PEDESTRIAN EASEMENT2' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS5012' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS5012' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS5012' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS501PROPOSED PUE
N80°00'42.39"E5.48'N79°53'28.96"E135.06'N80°00'24.57"E5.58'N79°55'07.07"E343.35'EX BACK OF CURB35+00EX BACK OF CURB36+00EX BACK OF CURB37+00EX BACK OF CURB38+00EX BACK OF CURB39+00EXISTING POLE TO BE MOVED BY OTHERS.PLACE ASPHALT 1' OFF NEW POLE LOCATION.EXISTING POLE TO BE MOVED BY OTHERS.PLACE ASPHALT 1' OFF NEW POLE LOCATION.EXISTING POLE TO BE MOVEDBY OTHERS. PLACE ASPHALT 1'OFF NEW POLE LOCATION.65' RADII, TYP.65' RADII, TYP.65' RADII, TYP.INSTALL VERTICAL CURBSTA 34+65 TO STA 35+02INSTALL VERTICAL CURBSTA 36+52 TO STA 36+85INSTALL VERTICAL CURBSTA 38+16 TO STA 38+5334+34OFF 11.7'34+84OFF 15.0'35+34OFF 11.6'36+34OFF 14.0'36+84OFF 14.0'36+94OFF 11.6'37+84OFF 11.6'38+34OFF 14.0'38+89OFF 11.5'34+34OFF 17.0'34+84OFF 20.0'35+34OFF 17.0'35+84OFF 17.0'36+34OFF 19.0'36+84OFF 19.0'37+34OFF 17.0'37+84OFF 17.0'38+89OFF 17.0'36+34OFF 11.6'38+24OFF 18.6'38+24OFF 31.5'38+44OFF 30.7'38+44OFF 18.6'38+24OFF 13.5'38+44OFF 13.6'MATCH LINE - STA 34+60
MATCH LINE - STA 38+70S79°57'49.83"E18.73'S78°32'10.43"E26.90'S75°26'38.83"E53.51'S72°13'22.04"E42.00'R=820.50' L=248.06'Δ=017°19'20"EX BACK OF CURB39+00EX BACK OF CURB40+00EX BACK OF CURB41+00EX BACK OF CURB42+00EX BACK OF CURB43+00EXISTING POLE TO BE MOVEDBY OTHERS. PLACE ASPHALT 1'OFF NEW POLE LOCATION.EXISTING POLE TO BE MOVED BY OTHERS.PLACE ASPHALT 1' OFF NEW POLE LOCATION.CONTINUE TRAILACROSS DRIVE.65' RADII, TYP.65' RADII, TYP.INSTALL VERTICAL CURBSTA 39+57 TO STA 40+40TRANSITION 8' ASPHALT TRAIL WITH 2' INSIDE SHOULDER TO 8' ASPHALT TRAIL WITH NO INSIDE SHOULDER.STA 42+60 TO STA 42+8538+34OFF 14.0'38+89OFF 11.5'40+68OFF 11.8'40+96OFF 15.0'41+49OFF 11.2'38+89OFF 17.0'39+36OFF 18.0'40+00OFF 17.0'40+92OFF 20.0'41+91OFF 18.0'43+05OFF 23.0'41+47OFF 18.0'OFF 31.5'38+44OFF 30.7'38+44OFF 18.6'38+44OFF 13.6'MATCH LINE - STA 38+70MAT
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SITEPLANCGPKBLCS10413SITE PLANSITE PLANSCALE: 1"=20'21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.PROPOSED EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTPROPOSED PERMANENT PEDESTRIAN EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTTEMPORARY CONSTRUCTIONEASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENT2' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS501Feet020403CS5012' INSIDE SHOULDER8' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS50125'TRANSITION CONTINUES ON NEXT SHEETPROPOSED PUE
PROVIDE NEW CURB RAMP.RETAIN POLE. ASPHALT 1' OFFPOLE. ADJUST CABLE PEDISTALTO PROPOSED GRADE.RETAIN FIRE HYDRANT.ASPHALT 1' OFF FIRE HYDRANT.65' RADII, TYP
.PROVIDE HIGHVISIBILITYCROSSWALKAND MID BLOCKPEDESTRIANREFUGE. SEEDETAIL ONSHEET CS502TIE TO EX. SIDEWALKPROVIDE HIGHVISIBILITY CROSSWALKPROVIDE NEW CURB RAMPS.S75°26'38.83"ES72°13'22.04"E42.00'S66°20'33.38"E107.45'S62°52'06.29"E12.40'S62°58'50.48"E35.06'S62°55'49.48"E69.42'S62°55'08.98"E103.65'S73°54'10.27"E19.78'R=849.15' L=125.04'Δ=008°26'14"EX BACK OF CURB43+00EX BACK OF CURB44+00EX BACK OF CURB45+00EX BACK OF CURB46+00EX BACK OF CURB47+0045+7OFF 14.0'45+44OFF 14.0'45+16OFF 50.0'45+40OFF 50.0'46+79OFF 13.0'47+25OFF 20.0'43+05OFF 23.0'43+15OFF 34.0'43+77OFF 24.0'46+30OFF 18.0'46+79OFF 20.0'43+83OFF 13.0'44+97OFF 13.0'45+54OFF 13.0'46+25OFF 13.0'45+16OFF 48.5'45+40OFF 48.5'MATCH LINE - STA 42+80MATCH LINE - STA 46+90CONTINUE TRAIL ACROSS DRIVE.RETAIN FIRE HYDRANT.ASPHALT 1' OFF FIRE HYDRANT.65' RADII, TYP.RETAIN LIGHT.ASPHALT 1' OFF POLE.S73°54'10.27"E19.78'S73°54'10.27"E5.47'S76°00'00.75"E29.99'S79°22'16.71"E55.27'S82°35'15.90"E38.08'S88°56'57.89"E19.29'N88°51'31.65"E5.41'N89°06'42.58"E24.86'N77°44'24.91"E38.21'R=849.15' L=125.04'Δ=008°26'14"R=730.71' L=49.99'Δ=003°55'12"R=624.45'L=110.98'Δ=010°11'00"EX BACK OF CURB47+00EX BACK OF CURB48+00EX BACK OF CURB49+00EX BACK OF CURB50+00EX BACK OF
CURB51+0046+79OFF 13.0'47+25OFF 20.0'48+51OFF 13.0'OFF 18.0'46+79OFF 20.0'47+55OFF 31.0'48+13OFF 21.0'48+81OFF 28.0'49+26OFF 24.0'50+08OFF 29.0'MATCH LINE - STA 46+90
MATCH LINE - STA 51+00TEMPORARY CONSTRUCTIONEASEMENTSITEPLANCGPKBLCS10514SITE PLANSITE PLANSCALE: 1"=20'21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.PROVIDE NEWCURB RAMP.PROPOSED PERMANENTPEDESTRIAN EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTTEMPORARY CONSTRUCTION EASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTPERMANENT PEDESTRIANEASEMENT PARALLEL TOBACK OF CURB STA 48+51TO PROJECT END2' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS501Feet020402' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS50125' RADIUS10' RADIUSADJUST UTILITY HANDHOLEAND TELEPHONE PEDESTALTO PROPOSED GRADE.
N77°44'24.91"E38.21'N67°09'36.65"E18.80'N66°10'33.54"E5.56'N63°47'23.99"E49.96'N63°31'09.16"E35.73'N63°24'24.92"E5.49'N63°30'25.07"E159.90'N63°30'25.07"E5.52'R=701.02' L=99.78'Δ=008°09'18"EX BACK OF CURB51+00EX BACK OF CURB52+00EX BACK OF CURB53+00EX BACK OF CURB54+00EX BACK OF CURB55+00N65°36'11.69"E25.38'1.5%1.5%1.5%51+76OFF 30.0'53+15OFF 18.0'53+95OFF 27.0'55+30OFF 34.0'MATCH LINE - STA 51+00
MATCH LINE - STA 55+10CONTINUE TRAILACROSS DRIVE.ADJUST PEDESTAL TO PROPOSED GRADE.N63°30'25.07"E5.52'N63°31'07.78"E48.29'N63°41'57.11"E33.14'N63°24'15.93"E39.03'N63°33'22.34"E5.54'N63°31'49.81"E163.98'EX BACK OF CURB55+00EX BACK OF CURB56+00EX BACK OF CURB57+00EX BACK OF CURB58+00EX BACK OF CURB59+001.5%1.5%1.5%1.5%1.5%1.5%1.5%1.5%55+30OFF 34.0'55+69OFF 20.0'55+82OFF 20.0'55+85OFF 11.3'MATCH LINE - STA 55+10MATCH LINE - S
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SITEPLANCGPKBLCS10615SITE PLANSITE PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.TEMPORARY CONSTRUCTIONEASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENTEND TEMPORARY CONSTRUCTIONEASEMENTPROPOSED PERMANENTPEDESTRIAN EASEMENT2' INSIDE SHOULDER10' ASPHALT TRAIL1' INSIDE SHOULDER1CS5012' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS50130' MINIMUM TRANSITIONFROM -1.5% CROSS SLOPETO 1.5% CROSS SLOPE.STA 55+50 TO STA 55+80.30' MINIMUM TRANSITIONFROM -1.5% CROSS SLOPETO 1.5% CROSS SLOPE.STA 56+75 TO STA 57+05.30' MINIMUM TRANSITIONFROM 1.5% CROSS SLOPETO -1.5% CROSS SLOPE.STA 56+30 TO STA 56+60.BEGIN 30' MINIMUM TRANSITIONFROM 1.5% CROSS SLOPETO -1.5% CROSS SLOPE.STA 55+00END TRANSITION FROM 1.5% CROSS SLOPETO -1.5% CROSS SLOPE STA 55+30.PROVIDE 50 LF OF RAILING.STA 55+15 TO STA 55+65.PROVIDE 45 LF OF RAILING.STA 55+45 TO STA 55+90.2' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER-1.5% CROSS SLOPE2CS5012' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER-1.5% CROSS SLOPE2CS5012' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS501
TIE ASPHALT TRAIL TOPINE GROVE DRIVE TRAIL,STA 61+81TAPER TO 8' ASPHALT TRAILSTA 60+53 TO STA 61+18.USE FLEXIBLE PAVEMENT AROUND 24" OAKSTA 60+53 - 61+18R=722.34' L=348.29'Δ=027°37'36"EX BACK OF CURB59+00EX BACK OF CURB60+00EX BACK OF CURB61+00EX BACK OF CURB61+8161+81OFF 13.0'61+81OFF 11.2'MATCH LINE - STA 59+20SITEPLANCGPKBLCS10716SITE PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET C001 FOR LEGEND AND GENERAL NOTES.PROPOSED PERMANENTPEDESTRIAN EASEMENT2' INSIDE SHOULDER10' ASPHALT TRAIL1' OUTSIDE SHOULDER1CS50125'25'
STA 10+64.00010203001020300100-10-20-30-40STA 10+75.00010203001020300100-10-20-30-40STA 11+00.00010203001020300100-10-20-30-40STA 11+25.00010203001020300100-10-20-30-40STA 11+50.00010203001020300100-10-20-30-40STA 11+75.00010203001020300100-10-20-30-40STA 12+00.00010203001020300100-10-20-30-40STA 12+25.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%STA 12+50.00010203001020300100-10-20-30-40STA 12+75.00010203001020300100-10-20-30-40STA 13+00.00010203001020300100-10-20-30-40STA 13+25.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 10+64 TO STA 13+25CROSSSECTIONSCGBLPKCS30117
STA 13+50.00010203001020300100-10-20-30-40STA 13+75.00010203001020300100-10-20-30-40STA 14+00.00010203001020300100-10-20-30-40STA 14+25.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%3:13:1STA 15+85.00010203001020300100-10-20-30-40STA 14+50.00010203001020300100-10-20-30-40STA 14+75.00010203001020300100-10-20-30-40STA 15+00.00010203001020300100-10-20-30-40STA 15+25.00010203001020300100-10-20-30-40STA 15+50.00010203001020300100-10-20-30-40STA 15+75.00010203001020300100-10-20-30-40STA 16+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 13+50 TO STA 16+00CROSSSECTIONSCGBLPKCS30218
STA 16+25.00010203001020300100-10-20-30-40STA 16+50.00010203001020300100-10-20-30-40STA 16+75.00010203001020300100-10-20-30-40STA 17+00.00010203001020300100-10-20-30-40STA 17+25.00010203001020300100-10-20-30-40STA 17+50.00010203001020300100-10-20-30-40STA 17+75.00010203001020300100-10-20-30-40STA 18+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%STA 18+25.00010203001020300100-10-20-30-40STA 18+50.00010203001020300100-10-20-30-40STA 18+75.00010203001020300100-10-20-30-40STA 19+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 16+25 TO STA 19+00CROSSSECTIONSCGBLPKCS30319
STA 19+25.00010203001020300100-10-20-30-40STA 19+50.00010203001020300100-10-20-30-40STA 19+75.00010203001020300100-10-20-30-40STA 20+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%STA 20+25.00010203001020300100-10-20-30-40STA 20+50.00010203001020300100-10-20-30-40STA 20+75.00010203001020300100-10-20-30-40STA 21+00.00010203001020300100-10-20-30-40STA 21+25.00010203001020300100-10-20-30-40STA 21+50.00010203001020300100-10-20-30-40STA 21+75.00010203001020300100-10-20-30-40STA 22+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 19+25 TO STA 22+00CROSSSECTIONSCGBLPKCS30420
STA 23+00.0010203040102030400100-10-20-30-40STA 23+25.0010203040102030400100-10-20-30-40STA 23+50.0010203040102030400100-10-20-30-40STA 23+75.0010203040102030400100-10-20-30-40STA 22+25.00010203001020300100-10-20-30-40STA 22+50.00010203001020300100-10-20-30-40STA 22+75.00010203001020300100-10-20-30-40STA 24+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%3:1STA 24+25.0010203040102030400100-10-20-30-40STA 24+50.0010203040102030400100-10-20-30-40STA 24+75.0010203040102030400100-10-20-30-40STA 25+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%3:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 22+25 TO STA 25+00CROSSSECTIONSCGBLPKCS30521
STA 25+25.0010203040102030400100-10-20-30-40STA 25+50.0010203040102030400100-10-20-30-40STA 25+75.0010203040102030400100-10-20-30-40STA 26+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%STA 26+25.0010203040102030400100-10-20-30-40STA 26+50.0010203040102030400100-10-20-30-40STA 26+75.0010203040102030400100-10-20-30-40STA 27+00.0010203040102030400100-10-20-30-40STA 27+25.0010203040102030400100-10-20-30-40STA 27+50.0010203040102030400100-10-20-30-40STA 27+75.0010203040102030400100-10-20-30-40STA 28+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%3:13:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 25+25 TO STA 28+00CROSSSECTIONSCGBLPKCS30622
STA 28+25.0010203040102030400100-10-20-30-40STA 28+50.0010203040102030400100-10-20-30-40STA 28+75.0010203040102030400100-10-20-30-40STA 29+00.0010203040102030400100-10-20-30-40STA 29+25.0010203040102030400100-10-20-30-40STA 29+50.0010203040102030400100-10-20-30-40STA 29+75.0010203040102030400100-10-20-30-40STA 30+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%3:13:1STA 30+25.0010203040102030400100-10-20-30-40STA 30+50.0010203040102030400100-10-20-30-40STA 30+75.0010203040102030400100-10-20-30-40STA 31+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 28+25 TO STA 31+00CROSSSECTIONSCGBLPKCS30723
STA 31+25.0010203040102030400100-10-20-30-40STA 31+50.0010203040102030400100-10-20-30-40STA 31+75.0010203040102030400100-10-20-30-40STA 32+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%3:1STA 32+25.0010203040102030400100-10-20-30-40STA 32+50.0010203040102030400100-10-20-30-40STA 32+75.0010203040102030400100-10-20-30-40STA 33+00.0010203040102030400100-10-20-30-40STA 33+25.0010203040102030400100-10-20-30-40STA 33+50.0010203040102030400100-10-20-30-40STA 33+75.0010203040102030400100-10-20-30-40STA 34+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 31+25 TO STA 34+00CROSSSECTIONSCGBLPKCS30824
STA 34+25.0010203040102030400100-10-20-30-40STA 34+50.0010203040102030400100-10-20-30-40STA 34+75.0010203040102030400100-10-20-30-40STA 35+00.0010203040102030400100-10-20-30-40STA 35+25.0010203040102030400100-10-20-30-40STA 35+50.0010203040102030400100-10-20-30-40STA 35+75.0010203040102030400100-10-20-30-40STA 36+00.0010203040102030400100-10-20-30-401.50%1.50%2.00%2.00%1.50%1.50%1.50%1.50%STA 36+25.0010203040102030400100-10-20-30-40STA 36+50.0010203040102030400100-10-20-30-40STA 36+75.0010203040102030400100-10-20-30-40STA 37+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 34+25 TO STA 37+00CROSSSECTIONSCGBLPKCS30925
STA 37+25.0010203040102030400100-10-20-30-40STA 37+50.0010203040102030400100-10-20-30-40STA 37+75.0010203040102030400100-10-20-30-40STA 38+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%STA 38+25.0010203040102030400100-10-20-30-40STA 38+50.0010203040102030400100-10-20-30-40STA 38+75.0010203040102030400100-10-20-30-40STA 39+00.0010203040102030400100-10-20-30-40STA 39+25.0010203040102030400100-10-20-30-40STA 39+50.0010203040102030400100-10-20-30-40STA 39+75.0010203040102030400100-10-20-30-40STA 40+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 37+25 TO STA 40+00CROSSSECTIONSCGBLPKCS31026
STA 40+25.0010203040102030400100-10-20-30-40STA 40+50.0010203040102030400100-10-20-30-40STA 40+75.0010203040102030400100-10-20-30-40STA 41+00.0010203040102030400100-10-20-30-40STA 41+25.0010203040102030400100-10-20-30-40STA 41+50.0010203040102030400100-10-20-30-40STA 41+75.0010203040102030400100-10-20-30-40STA 42+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%STA 43+00.0010203040102030400100-10-20-30-40STA 42+25.0010203040102030400100-10-20-30-40STA 42+50.0010203040102030400100-10-20-30-40STA 42+75.0010203040102030400100-10-20-30-401.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 40+25 TO STA 43+00CROSSSECTIONSCGBLPKCS31127
STA 43+25.0010203040102030400100-10-20-30-40STA 43+50.0010203040102030400100-10-20-30-40STA 43+75.0010203040102030400100-10-20-30-40STA 44+00.0010203040102030400100-10-20-30-401.50%STA 45+25.0010203040102030400100-10-20-30-40STA 44+75.0010203040102030400100-10-20-30-40STA 45+00.0010203040102030400100-10-20-30-40STA 45+50.0010203040102030400100-10-20-30-40STA 45+75.0010203040102030400100-10-20-30-40STA 46+00.0010203040102030400100-10-20-30-40STA 44+25.0010203040102030400100-10-20-30-40STA 44+50.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 43+25 TO STA 46+00CROSSSECTIONSCGBLPKCS31228
STA 46+25.0010203040102030400100-10-20-30-40STA 46+50.0010203040102030400100-10-20-30-40STA 46+75.0010203040102030400100-10-20-30-40STA 47+00.0010203040102030400100-10-20-30-40STA 47+25.0010203040102030400100-10-20-30-40STA 47+50.0010203040102030400100-10-20-30-40STA 47+75.0010203040102030400100-10-20-30-40STA 48+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%3:13:13:1STA 48+25.0010203040102030400100-10-20-30-40STA 48+50.0010203040102030400100-10-20-30-40STA 48+75.0010203040102030400100-10-20-30-40STA 49+00.0010203040102030400100-10-20-30-401.50%1.50%3:13:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 46+25 TO STA 49+00CROSSSECTIONSCGBLPKCS31329
STA 49+25.0010203040102030400100-10-20-30-40STA 49+50.0010203040102030400100-10-20-30-40STA 49+75.0010203040102030400100-10-20-30-40STA 50+00.0010203040102030400100-10-20-30-401.50%1.50%1.50%1.50%3:13:13:13:1STA 50+25.0010203040102030400100-10-20-30-40STA 50+50.00010203001020300100-10-20-30-40STA 50+75.00010203001020300100-10-20-30-40STA 51+00.00010203001020300100-10-20-30-40STA 51+25.00010203001020300100-10-20-30-40STA 51+50.00010203001020300100-10-20-30-40STA 51+75.00010203001020300100-10-20-30-40STA 52+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%3:13:13:13:13:13:13:13:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 49+25 TO STA 52+00CROSSSECTIONSCGBLPKCS31430
STA 52+25.00010203001020300100-10-20-30-40STA 52+50.00010203001020300100-10-20-30-40STA 52+75.00010203001020300100-10-20-30-40STA 53+00.00010203001020300100-10-20-30-40STA 53+25.00010203001020300100-10-20-30-40STA 53+50.00010203001020300100-10-20-30-40STA 53+75.00010203001020300100-10-20-30-40STA 54+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%3:13:13:13:13:1STA 54+25.00010203001020300100-10-20-30-40STA 54+50.00010203001020300100-10-20-30-40STA 54+75.00010203001020300100-10-20-30-40STA 55+00.00010203001020300100-10-20-30-401.50%1.50%1.50%2.06%3:13:13:13:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 52+25 TO STA 55+00CROSSSECTIONSCGBLPKCS31531
STA 55+41.00010203001020300100-10-20-30-40STA 55+25.00010203001020300100-10-20-30-40STA 55+50.00010203001020300100-10-20-30-40STA 55+75.00010203001020300100-10-20-30-40-2.00%-1.50%-1.50%-1.50%1.25%3:12:12:1STA 56+00.00010203001020300100-10-20-30-40STA 56+25.00010203001020300100-10-20-30-40STA 56+50.00010203001020300100-10-20-30-40STA 56+68.00010203001020300100-10-20-30-40STA 56+75.00010203001020300100-10-20-30-40STA 57+00.00010203001020300100-10-20-30-40STA 57+25.00010203001020300100-10-20-30-40STA 57+50.00010203001020300100-10-20-30-401.50%1.50%-1.33%-1.50%-1.50%-1.50%1.25%1.50%1.50%3:13:13:13:12:12:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 55+25 TO STA 57+50CROSSSECTIONSCGBLPKCS31632
STA 57+75.00010203001020300100-10-20-30-40STA 58+00.00010203001020300100-10-20-30-40STA 58+25.00010203001020300100-10-20-30-40STA 58+50.00010203001020300100-10-20-30-40STA 58+75.00010203001020300100-10-20-30-40STA 59+00.00010203001020300100-10-20-30-40STA 59+25.00010203001020300100-10-20-30-40STA 59+50.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%1.50%1.50%1.50%1.50%3:13:13:13:13:13:13:13:1STA 59+75.00010203001020300100-10-20-30-40STA 60+00.00010203001020300100-10-20-30-40STA 60+25.00010203001020300100-10-20-30-40STA 60+50.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%3:13:13:13:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 57+75 TO STA 60+50CROSSSECTIONSCGBLPKCS31733
STA 61+25.00010203001020300100-10-20-30-40STA 61+50.00010203001020300100-10-20-30-40STA 60+75.00010203001020300100-10-20-30-40STA 61+00.00010203001020300100-10-20-30-401.50%1.50%1.50%1.50%3:13:13:1STA 61+75.00010203001020300100-10-20-30-40STA 61+81.26010203001020300100-10-20-30-401.50%1.50%3:13:121C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONCROSS SECTIONS STA 60+75 TO STA 61+81.26CROSSSECTIONSCGBLPKCS31834
6" AGGREGATEBASE COURSE2" S9.5C SURFACE COURSE,AT AN AVERAGE RATE OF224 LBS PER SQ. YD.COMPACTED SUBGRADEPROVIDE TOPSOILWITH SEEDSIDE SLOPES SHALL BE 3:1 OR FLATTERTYP. UNLESS OTHERWISE INDICATEDON LAYOUT PLANS. CUT AND FILL SLOPESSHALL TIE INTO EXISTING SLOPES TOCREATE AN EVEN TRANSITION.1.5% (2.0% ABSOLUTE MAX)TYPICAL SECTION 1 - 10' OR 8' ASPHALT GREENWAY TRAIL1.50%1:1, TYP.PROVIDE TOPSOILWITH SEED6" AGGREGATEBASE COURSE2" S9.5B SURFACE COURSE,AT AN AVERAGE RATE OF224 LBS PER SQ. YD.COMPACTED SUBGRADEPROVIDE TOPSOILWITH SEEDSIDE SLOPES SHALL BE 2:1AND SHALL TIE INTO EXISTING SLOPESTO CREATE AN EVEN TRANSITION.1.5% (2.0% ABSOLUTE MAX)TYPICAL SECTION 2 - 8' ASPHALT GREENWAYTRAIL AT -1.5% CROSS SLOPE1.50%1:1, TYP.PROVIDE TOPSOILWITH SEED6" AGGREGATEBASE COURSE 2" S9.5B SURFACE COURSE,AT AN AVERAGE RATE OF224 LBS PER SQ. YD.COMPACTED SUBGRADEPROVIDE TOPSOILWITH SEEDSIDE SLOPES SHALL BE 3:1 OR FLATTERTYP. UNLESS OTHERWISE INDICATEDON LAYOUT PLANS. CUT AND FILL SLOPESSHALL TIE INTO EXISTING SLOPES TOCREATE AN EVEN TRANSITION.1.5% (2.0% ABSOLUTE MAX)TYPICAL SECTION 3 - ASPHALT GREENWAYTRAIL WITH NO INSIDE SHOULDER1:1, TYP.MATCH ELEVATIONAT BACK OF CURBSITEDETAILSCGPKBLCS50135VERTICAL CURB DETAILVERTICAL CURB TAPER DETAILTOP OF PAVEMENT3' TAPER21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTION6"6"18"8"12"3:1 MAX3:1 MAXTOP OF CURBBOTTOM OF CURBTYPICAL 8' SIDEWALKSCHEDULE:STA 10+64 TO STA 15+25STA 23+82 TO STA 32+06STA 32+97 TO STA 34+65STA 35+02 TO STA 36+52STA 36+85 TO STA 38+16STA 38+53 TO STA 39+57STA 40+40 TO STA 42+59.50TYPICAL 10' SIDEWALKSCHEDULE:STA 19+15 TO STA 22+90STA 43+95 TO STA 55+30STA 55+50 TO STA 55+60STA 56+75 TO STA 61+81.26TYPICAL 8' (-1.5%)SIDEWALK SCHEDULE:STA 55+30 TO STA 55+50STA 56+60 TO STA 56+75TYPICAL 8' SIDEWALK - NOINSIDE SHOULDER SCHEDULE:42+59.50 TO STA 43+20TYPICAL 10' SIDEWALK - NOINSIDE SHOULDER SCHEDULE:STA 15+25 TO STA 19+15TYPICAL 8' SIDEWALK WITHVERTICAL CURB SCHEDULE:STA 34+65 TO STA 35+02STA 36+52 TO STA 36+85STA 38+16 TO STA 38+53STA 39+57 TO STA 40+40TRANSITION FROM +1.5% TO -1.5% SIDEWALKSCHEDULE:STA 55+00 TO STA 55+30STA 56+30 TO STA 56+60TRANSITION FROM -1.5% TO +1.5% SIDEWALKSCHEDULE:STA 55+50 TO STA 55+80STA 56+75 TO STA 57+052.CS5011CS5013CS501
S62°58'50.48"E35.06'S62°55'49.48"E69.42'S62°55'08.98"E103.65'R=849.15' L=125.04'Δ=008°26'14"EX BACK OF CURBEX BACK OF CURB45+00EX BACK OF CURB46+0025
2424
242
3
STA=46+85.40OFF=-12.00'STA=46+85.49OFF=-2.00'20'20'6'17.9'13.4'13.4'17.9'SOLID SURFACE MOUNTED ISLANDPER NCDOT STD. 852.01EXISTING CURB
9'EXISTING CONCRETE SIDEWALKFeet01020B
CS502
A
CS502
MIDBLOCKCROSSINGDETAILCGBLPKCS5023621C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONEXISTING PAVEMENT4.5'4.5'9'2'2'5'DETECTABLE WARNINGDOMESDETECTABLE WARNINGDOMES℄0.80%EXISTING PAVEMENT0.80%4.5'4.5'9'℄VIEW AMIDBLOCK PEDESTRIAN REFUGE TYPICAL SECTIONNOT TO SCALEVIEW BCONCRETE MEDIAN TYPICAL SECTIONNOT TO SCALE0.02 SLOPE40d SPIKE2"
3"9"2" RADIUS1.75" RADIUS
SITEDETAILSCGBLPKCS5033721C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTION
S82°48'29.20"E78.80'S74°37'32.34"E263.09'S79°19'27.63"E28.31'R=779.27'L=111.29'Δ=008°10'57"EX BACK OF CURB10+00EX BACK OF CURB11+00EX BACK OF CURB12+00EX BACK OF CURB13+00EX BACK OF CURB14+0022 21
201
9
18141516171817161514WETLAND IMPACTBEGIN PROJECT STA 10+64TIE TO U-5534QLIMIT OF DISTURBANCEMATCH LINE - STA 14+10S75°09'26.89"E5.48'S74°44'49.40"E95.74'S74°26'44.65"E5.56'S72°40'33.69"E7.45'S74°52'51.61"E83.17'S74°17'37.24"E5.51'S74°48'29.45"E112.83'R=721.85'Δ=009°4EX BACK OF CURB14+00EX BACK OF CURB15+00EX BACK OF CURB16+00EX BACK OF CURB17+00EX BACK OF CURB18+001814151617181716151418WETLAND IMPACTLIMIT OF DISTURBANCEMATCH LINE - STA 14+10
MATCH LINE - STA 18+20GRADINGANDEROSIONCONTROLPLANCGBLPKCG10138GRADING AND EROSION CONTROL PLANGRADING AND EROSION CONTROL PLANFeet02040SCALE: 1"=20'NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE SILT FENCE, TYP.PROVIDE SILT FENCE OUTLET, TYP.PROVIDE SILT FENCE OUTLET, TYP.PROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE, TYP.ROCK PIPE INLET PROTECTION
S84°31'38.72"E5.91'S86°42'01.60"E5.33'S86°57'47.81"E29.03'S89°30'46.64"E24.79'N81°10'34.95"E7.72'N81°10'34.95"E5.53'N80°05'22.81"E143.23'N80°19'27.14"E5.58'N79°35'09.40"E17.18'R=721.85'L=122.45'Δ=009°43'09"R=709.65'L=115.32'Δ=009°18'38"EX BACK OF CURB18+00EX BACK OF CURB19+00EX BACK OF CURB20+00EX BACK OF CURB21+00EX BACK OF CURB22+001920212221201918MATCH LINE - STA 18+20
MATCH LINE - STA 22+30LIMIT OF DISTURBANCEN80°05'22.81"EN80°19'27.14"E5.58'N79°35'09.40"E17.18'N79°57'33.87"E94.11'N80°27'35.24"E5.53'N79°54'36.87"E167.26'N79°40'03.17"E5.53'EX BACK OF CURB22+00EX BACK OF CURB23+00EX BACK OF CURB24+00EX BACK OF CURB25+00EX BACK OF CURB26+0021222120191824232525262729282829292330MATCH LINE - STA 22+30
MATCH LINE - STA 26+40 LIMIT OF DISTURBANCEGRADINGANDEROSIONCONTROLPLANCGBLPKCG10239GRADING AND EROSION CONTROL PLANGRADING AND EROSION CONTROL PLANSCALE: 1"=20'Feet02040NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE, TYP.PROVIDE SILT FENCE OUTLET, TYP.PROVIDE SILT FENCEOUTLET, TYP.PROVIDE SILT FENCE, TYP.PROVIDE INLET PROTECTION, TYP.ROCK PIPE INLET PROTECTION
N79°58'16.62"E296.82'N79°42'11.09"E5.63'N79°58'39.63"E198.16'N77°31'37.00"E5.54'N73°58'24.77"E1.30'EX BACK OF CURB26+00EX BACK OF CURB27+00EX BACK OF CURB28+00EX BACK OF CURB29+00EX BACK OF CURB30+00EX BACK OF CURB2929293028293027LIMIT OF DISTURBANCELIMIT OF DISTURBANCEMATCH LINE - STA 26+40
MATCH LINE - STA 30+50N77°31'37.00"E5.54'N80°00'04.06"E134.93'N79°44'04.92"E5.55'N79°52'50.37"E100.66'N79°55'59.99"E50.20'N79°58'40.78"E5.56'N79°51'37.47"E51.78'N80°00'42.39"E5.48'N79°53'28.96"E135.06'EX BACK OF CURB31+00EX BACK OF CURB32+00EX BACK OF CURB33+00EX BACK OF CURB34+00EX BACK OF CURB35+00272729282626
25LIMIT OF DISTURBANCEMATCH LINE - STA 30+50
MATCH LINE - STA 34+60
GRADINGANDEROSIONCONTROLPLANCGBLPKCG10340GRADING AND EROSION CONTROL PLANGRADING AND EROSION CONTROL PLANSCALE: 1"=20'Feet02040NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE, TYP.PROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE, TYP.ROCK PIPE INLET PROTECTION
N80°00'42.39"E5.48'N79°53'28.96"E135.06'N80°00'24.57"E5.58'N79°55'07.07"E343.35'EX BACK OF CURB35+00EX BACK OF CURB36+00EX BACK OF CURB37+00EX BACK OF CURB38+00EX BACK OF CURB39+00252627LIMIT OF DISTURBANCEINSTALL VERTICAL CURB.STA 34+65 - 35+02INSTALL VERTICAL CURB.STA 36+52 - 36+85INSTALL VERTICAL CURB.STA 38+16 - 38+53MATCH LINE - STA 34+60
MATCH LINE - STA 38+70S79°57'49.83"E18.73'S78°32'10.43"E26.90'S75°26'38.83"E53.51'S72°13'22.04"E42.00'R=820.50' L=248.06'Δ=017°19'20"EX BACK OF CURB39+00EX BACK OF CURB40+00EX BACK OF CURB41+00EX BACK OF CURB42+00EX BACK OF CURB43+0027282827 LIMIT OF DISTURBANCEINSTALL VERTICAL CURB.STA 39+57 - 40+40MATCH LINE - STA 38+70MAT
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GRADINGANDEROSIONCONTROLPLANCGBLPKCG10441GRADING AND EROSION CONTROL PLANGRADING AND EROSION CONTROL PLANSCALE: 1"=20'Feet02040NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE, TYP.PROVIDE SILT FENCE, TYP.ROCK PIPE INLET PROTECTION
S75°26'38.83"ES72°13'22.04"E42.00'S66°20'33.38"E107.45'S62°52'06.29"E12.40'S62°58'50.48"E35.06'S62°55'49.48"E69.42'S62°55'08.98"E103.65'S73°54'10.27"E19.78'R=849.15' L=125.04'Δ=008°26'14"EX BACK OF CURB43+00EX BACK OF CURB44+00EX BACK OF CURB45+00EX BACK OF CURB46+00EX BACK OF CURB47+00272
5
2424
242
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26 MATCH LINE - STA 42+80MATCH LINE - STA 46+90LIMIT OF DISTURBANCES73°54'10.27"E19.78'S73°54'10.27"E5.47'S76°00'00.75"E29.99'S79°22'16.71"E55.27'S82°35'15.90"E38.08'S88°56'57.89"E19.29'N88°51'31.65"E5.41'N89°06'42.58"E24.86'N77°44'24.91"E38.21'R=849.15' L=125.04'Δ=008°26'14"R=730.71' L=49.99'Δ=003°55'12"R=624.45'L=110.98'Δ=010°11'00"EX BACK OF CURB47+00EX BACK OF CURB48+00EX BACK OF CURB49+00EX BACK OF CURB50+00EX BACK OF
CURB51+0022232421222324242322MATCH LINE - STA 46+90
MATCH LINE - STA 51+00LIMIT OF DISTURBANCEGRADINGANDEROSIONCONTROLPLANCGBLPKCG10542GRADING AND EROSION CONTROL PLANGRADING AND EROSION CONTROL PLANSCALE: 1"=20'Feet02040NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE SILT FENCE, TYP.PROVIDE SILT FENCE, TYP.PROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE, TYP.ROCK PIPE INLET PROTECTIONADJUST RIM AND COVER ELEVATION TO 23.2ADJUST RIM AND COVER ELEVATION TO 23.0
N77°44'24.91"E38.21'N67°09'36.65"E18.80'N66°10'33.54"E5.56'N63°47'23.99"E49.96'N63°31'09.16"E35.73'N63°24'24.92"E5.49'N63°30'25.07"E159.90'N63°30'25.07"E5.52'R=701.02' L=99.78'Δ=008°09'18"EX BACK OF CURB51+00EX BACK OF CURB52+00EX BACK OF CURB53+00EX BACK OF CURB54+00EX BACK OF CURB55+0020212223241918171615141817161514N65°36'11.69"E25.38'LIMIT OF DISTURBANCEMATCH LINE - STA 51+00
MATCH LINE - STA 55+10N63°30'25.07"E5.52'N63°31'07.78"E48.29'N63°41'57.11"E33.14'N63°24'15.93"E39.03'N63°33'22.34"E5.54'N63°31'49.81"E163.98'EX BACK OF CURB55+00EX BACK OF CURB56+00EX BACK OF CURB57+00EX BACK OF CURB58+00EX BACK OF CURB59+001615141817161514151617LIMIT OF DISTURBANCEMATCH LINE - STA 55+10MATCH LINE - S
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GRADINGANDEROSIONCONTROLPLANCGBLPKCG10643GRADING AND EROSION CONTROL PLANGRADING AND EROSION CONTROL PLANSCALE: 1"=20'Feet02040NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE INLET PROTECTION, TYP.PROVIDE SILT FENCE OUTLET, TYP.PROVIDE SILT FENCE, TYP.PROVIDE SILT FENCE OUTLET, TYP.PROVIDE SILT FENCE, TYP.PROVIDE INLET PROTECTION, TYP.ROCK PIPE INLET PROTECTIONCONCRETE WASHOUTCONSTRUCTION ENTRANCEWASHRACKCONTRACTOR STAGING / CONSTRUCTIONPARKING AREA.
R=722.34' L=348.29'Δ=027°37'36"EX BACK OF CURB59+00EX BACK OF CURB60+00EX BACK OF CURB61+00EX BACK OF CURB61+8117161516151413131417MATCH LINE - STA 59+20TIE ASPHALT TRAIL TOPINE GROVE DRIVE TRAIL,STA 61+81LIMIT OF DISTURBANCEUSE FLEXIBLE PAVEMENT AROUND 24" OAKSTA 60+XX - 60+XXGRADINGANDEROSIONCONTROLPLANCGBLPKCG10744GRADING AND EROSION CONTROL PLANSCALE: 1"=20'Feet02040NOTES:1.SEE LEGEND AND NOTES ON SHEET C001.NOTES:1.SEE LEGEND, ABBREVIATIONS AND NOTES ONSHEET C001.2.TOTAL PROJECT DISTURBED AREA = 2.78ACRES.3.SEE SHEET CG501 FOR EROSION CONTROLCONSTRUCTION SEQUENCE AND NCG01DETAILS AND NOTES.4.JUTE MATTING (RECP) SHALL BE PROVIDEDON ALL SLOPES 4:1 OR GREATER. NOT ALLMATTING IS SHOWN FOR CLARITY. FORSLOPES 2:1 OR GREATER, PROVIDE COIRMATTING.TEMPORARY SILT FENCE OUTLETTEMP. CONSTRUCTION ACCESSLIMITS OF CONSTRUCTIONTREE PROTECTION FENCECOMBINATION SILT FENCE/TREE PROTECTION FENCERIP-RAPINLET PROTECTIONWASH RACKWATTLESSILT FENCECONCRETE WASH OUT AREACEWRCWLEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPROVIDE SILT FENCE OUTLET, TYP.PROVIDE SILT FENCE, TYP.PROVIDE TREE PROTECTIONFENCE AROUND 24" OAK.ROCK PIPE INLET PROTECTION
GRADINGANDEROSIONCONTROLDETAILSCGPKBLCG50145NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.AABELOW GRADE WASHOUT STRUCTURE1:1SIDE SLOPE(TYP.)10 MILPLASTICLINING3'-0"
MIN.
& X'
MAX.SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRATIONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"
MIN.
& X'
MAX.ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARLY MARKED WITH SIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARLY MARKED WITH SIGNAGENOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE10'
MIN 10'MINSECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be documented in the mannerdescribed:2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on thesite and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This general permit as well as the certificate of coverage, after it is received.(b)Records of inspections made during the previous 30 days. The permittee shall recordthe required observations on the Inspection Record Form provided by the Division ora similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.(c)All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made availableupon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that must be reportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:- They are 25 gallons or more,-They are less than 25 gallons but cannot be cleaned up within 24 hours,-They cause sheen on surface waters (regardless of volume), or-They are within 100 feet of surface waters (regardless of volume).(c)Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(d)Anticipated bypasses and unanticipated bypasses.(e)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Division's Emergency Response personnel at [phone], [phone] or [phone].21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONEROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:1.NO DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSIONS AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED INLOCATIONS AS SHOWN ON THE APPROVED DRAWINGS.2.SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO 10000) TO STORMWATER INSPECTIONSTHROUGHOUT THE PROJECT.3.PRIOR TO BEGINNING CONSTRUCTION, CONTACT DEQ LAND QUALITY AT [phone] FOR PRE--CONSTRUCTION NOTIFICATION AT LEAST 48 HOURS BEFORE BEGINNINGLAND--DISTURBING ACTIVITIES.4.INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING CONSTRUCTION ENTRANCES, WASH RACK, SILT FENCE/TREE PROTECTION FENCE, SILT FENCE OUTLETS,INLET PROTECTION AND WATTLES IN LOCATIONS SHOWN ON PLANS. LIMIT LAND DISTURBING ACTIVIES TO ONLY THE AREAS NECESSARY TO INSTALL THE PERMITTED MEASURES.5.COMMENCE PERMITTED LAND DISTURBING ACTIVITY.6.POST THE SEDIMENTATION “CERTIFICATE OF APPROVAL” AT THE CONSTRUCTION ENTRANCE AND MAINTAIN COPIES OF THE EROSION CONTROL PERMIT ON-SITE. A RAIN GAUGE WILL BEINSTALLED ON SITE AND COPIES OF PLAN APPROVED BY NC DEMLR, PLAN APPROVAL LETTER WITH ANY MODIFICATIONS OR PERFORMANCE RESERVATIONS, ANY 401/404 DOCUMENTATION,AND A MINIMUM OF THE PAST 30 DAYS OF SELF-INSPECTION REPORTS WILL BE KEPT ON SITE UNTIL PROJECT IS CLOSED OUT BY NC DEMLR.7.THE CONTRACTOR SHALL COORDINATE LOCATION OF TEMPORARY STOCKPILE AREA WITH THE OWNER OR OWNERS REPRESENTATIVE. STOCKPILE AREAS SHALL BE DELINATED WITH SILTFENCE AND TEMPORARY MULCH.8.ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. ALL EROSION CONTROL DEVICESSHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACTDOCUMENTS. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. CONTRACTOR SHALLMAINTAIN THESE RECORDS ON--SITE FOR AUDIT. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABLIZATION IS EVIDENT BY 90% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING.9.BEGIN DEMOLITION OF BRUSH AND TREES AND CONCRETE PAVEMENT PER THE CONSTRUCTION DOCUMENTS. TREE DEMOLITION SHALL BE FLUSH WITH THE GROUND, NO GRUBBING ORGRINDING OF STUMPS, UNLESS REQUIRED FOR THE INSTALLATION OF NEW PAVEMENT OR IF SLOPE IS IN FILL. STABLIZE THE DISTURBED AREA PER THE STABILIZATION TIMEFRAME TABLE ONCG501 AND SEEDING SCHEDULE ON CG501.10.BEGIN GRADING AND PAVING. SILT FENCE SHALL BE PROVIDED ALONG THE WETLAND AND SHALL BE REVEGETATED AND MATTED WITHIN THE LIMITS OF CONSTRUCTION WITH NOFERTILIZER.11.ALL E&SC MEASURES MUST BE MAINTAINED UNTIL ALL AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT VEGETATION.12.MAINTAIN SILT FENCE, TREE PROTECTION FENCING ALONG THE CONSTRUCTION CORRIDOR THROUGHOUT THE PROJECT DURATION.13.STABLIZATION IS REQUIRED WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY ON PROJECT SITE, UNLESS SLOPES ARE STEEPER THAN 3:1 AND THEN 7DAYS FOR STABLIZATION. THE ANGLE FOR GRADED SLOPE AND FILLS SHALL BE NOT GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATEEROSION CONTROL DEVICES OR STRUCTURES. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NOT MORE THAN 90 CALENDARDAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTUCTION (G.S. 113A-57 (2) & (3)).14.PROVIDE AND MAINTAIN MATTING (ROLLED EROSION CONTROL PRODUCTS) ON PREVIOUSLY SHAPED AND SEEDED SLOPES OR OTHER LOCATIONS SHOWN ON THE CONSTRUCTIONDOCUMENTS OR AS DIRECTED. PLACE MATTING IMMEDIATELY FOLLOWING SEEDING. ALL SLOPES 4:1 AND STEEPER SHALL BE MATTED.15.CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING “SELF-INSPECTIONS” INDICATING DATE DEVICES ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE“SELF-INSPECTION” REPORTS SHALL BE MAINTAINED AND SUBMITTED ONCE STABLIZATION OF PROJECT HAS BEEN ACCOMPLISHED AND TEMPORARY MEASURES HAVE BEEN REMOVED.PURSUANT TO NC GENERAL STATUE 113A-54.1 (E), THE CONTRACTOR SHALL CONDUCT “SELF-INSPECTIONS” OF EROSION CONTROL DEVICES AT COMPLETION OF EACH CONSTRUCTION PHASEAND DOCUMENT SUCH INPSECTIONS AS OUTLINED IN 5A NCAC 04B.0131. FOR “INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMITNCG010000 AND SELF INSPECTION RECORDS FOR LAND DISTURBING ACTIVIES PER G.S.113A-54.1 FORM” SEE: https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms16.SITE STABLIZATION IS REQUIRED PRIOR TO FINAL APPROVAL OF EROSION CONTROL PERMIT AND ISSUANCE OF CERTIFICATE OF OCCUPANCY. GRASS UTILIZED AS PERMANTENT GROUNDCOVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDED AT LEAST 90% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BASE PATCHES OR EVIDENCE OF EROSION. UPONFINAL APPROVAL, ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED.17.THE CONTRACTOR SHALL BE RESPONISBILE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THECONTRACTOR SHALL TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE.18.ALL EXCAVATED SOIL AND DEBRIS SHALL BE REMOVED FROM SITE DAILY.19.CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY CITY OF RALEIGH PRIOR TO EXECUTION. A COPY OF ALL PERMITSSHALL BE MAINTAINED BY CONTRACTOR ON-SITE AT ALL TIMES.20.CALL CONTACT DEQ LAND QUALITY AT [phone] TO SCHEDULE A CLOSEOUT INSPECTION.21.HERBICIDES, PESTICIDES, RODENTICIDES, POLYACRYLAMIDES (PAMs), AND FLOCCULANTS ARE NOT ALLOWED ALONG THE WETLAND ARE FOR THIS PROJECT DUE TO THE PROXIMITYAPPROXIMATE STA 10+00 TO 18+00.22.CONSTRUCTION ACTIVITIES THAT HAVE AN E&SC PLAN APPROVED ON OR AFTER APRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT (E-NOI) FORM.ALL CONSTRUCTION ACTIVITIES ARE REQUIRED TO FOLLOW THE NEW NCG01 PERMIT REGARDLESS OF WHEN THEY WERE APPROVED.23.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BEOBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FROM AT dep.nc.gov/NCG01. THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. ACOPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.24.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIAINSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGEDUNTIL THE E-NOT HAS BEEN FILLED OUT.
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.20'-0" MIN.3" WASHED STONE UNDER & BETWEENSLATS TO DRAIN WATER ANDSEDIMENT AWAY FROM THE RACKPRESSURIZED WATERSOURCE (CONTINGENTUPON WATER MAININSTALLATION)KEEP A BROOM AND SHOVELCLOSE TO THE RACK TOCLEAN THE STREET.FILTER FABRICFOUNDATION OF 8"COMPACTED CRUSHAND RUN STONEWASH RACKIT IS ADVISABLE TOPROVIDE A SEPARATEENTRANCE TO LIMITTRAFFIC ACROSS THERACK AND REDUCEWEAR ANDMAINTENANCE.THE LOCATION MUST SLOPE AWAY FROMTHE STREET OR STEPS MUST BE TAKE(GRADING, DIVERSIONS, ETC.) TOPREVENT RUNOFF FLOWING INTO THESTREET.SECTION 'A-A''A-A'STANDARD CONSTRUCTION EXIT WASH RACKN.T.SGRADINGANDEROSIONCONTROLDETAILSCGPKBLCG5024621C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONDATETYPEPLANTING RATE1.LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OFMATERIALS TO BE APPLIED PER ACRE:DEC. 1 - APR. 15RYE (GRAIN)KOBE LESPEDEZA *RYE (GRAIN)120 LBS./ACRE50 LBS./ACRE120 LBS./ACRE2.SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.3.GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BEVISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORMCOVERAGE IS EXPECTED.4.MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC TACKINGMATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS.5.DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING ORFIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.6.PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING AND GRUBBING OPERATIONS WITHIN 7 CALENDAR DAYS. PROVIDE PERMANENTSEEDING WITHIN THE SHORTER OF 15 WORKING DAYS OR 60 CALENDAR DAYS OF ESTABLISHING FINAL GRADES.7.CONTRACTOR SHALL PLAN ON WATERING 0.5 INCHES EVERY THREE DAYS WITH A MINIMUM OF 1.0 INCH PER WEEK FOR A DURATION OF MINIMUM TWOWEEKS UNTIL THE GRASS IS ESTABLISHED AND ACCEPTED BY THE CONTRACTING OFFICER.GERMAN MILLET40 LBS./ACRE750 LBS./ACREAPR. 15 - AUG. 15750 LBS./ACRE1000 LBS./ACREAUG. 15 - DEC. 30FERTILIZER10-10-10 BLENDLIMESTONE2000 LBS./ACRE2000 LBS./ACRE2000 LBS./ACRESTRAW MULCH4000 LBS./ACRE4000 LBS./ACRE4000 LBS./ACRETEMPORARY SEEDINGDATETYPEPLANTING RATEAPR. 1 - JULY 1550 LBS./ACRE500 LBS./ACREFERTILIZER **10-10-10 BLENDLIMESTONE **3000 LBS./ACRESTRAW MULCH4000 LBS./ACREPERMANENT SEEDINGFEB. 1 - MAR. 31*OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.**QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST.PENSACOLA BAHIAGRASSCENTIPEDEGRASS5 LBS./ACREGERMAN MILLET10 LBS./ACRETYPICAL SEEDING SCHEDULE IN COASTAL AREASWETLAND / RIPARIAN SEEDING SCHEDULEROCK PIPE INLET PROTECTION DETAILNOT TO SCALEPRODUCT SLOPE INSTALLATION DETAILNOT TO SCALETYPICAL ROLLED EROSION CONTROL
GRADINGANDEROSIONCONTROLDETAILSCGPKBLCG5034721C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOT TO SCALECROSS SECTIONPLAN VIEWINSET AINSET BTYPICAL WATTLE DETAIL (TEMPORARY)NOT TO SCALEOUTLET DETAIL (TEMPORARY)NOT TO SCALETYPICAL GRAVEL SILT FENCENEVER NOT TO SCALEDETAIL (TEMPORARY)NOT TO SCALETYPICAL CONSTRUCTION ENTRANCESTANDARD CATCH BASIN / YARD INLET PROTECTIONNOT TO SCALE
GRADINGANDEROSIONCONTROLDETAILSCGBLPKCG50448HIGHBELOW GRADEN.T.SABOVE GRADEN.T.SNOT TO SCALE21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTION
TRAILCLOSURENOTES &LEGENDBSBLPKTC00149GENERAL NOTES:CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELDCONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OFDEVICES AS DIRECTED BY THE ENGINEER.THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BYTHE ENGINEER1.APPLICABLE STANDARDSA.PROVIDE TRAFFIC CONTROL DEVICES AND SIGNS WHICH ARE ON THE NCDOT APPROVED PRODUCTS LIST (APL). COMPLY WITH THE FHWA MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES (MUTCD), NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, JANUARY 2018 AND APPLICABLE NCDOT ROADWAYSTANDARD DRAWINGS, JANUARY 2018.2.TIME RESTRICTIONSB.DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWSROAD NAMEDAY AND TIME RESTRICTIONS ANY ROAD MONDAY THRU FRIDAY 7:00 AM - 9:00 AM 4:00 PM - 6:00 PMC.NO WORK IS TO TAKE PLACE WITHIN 300 FEET OF A RESIDENTIAL AREA BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM.3.LANE AND SHOULDER CLOSURE REQUIREMENTSD.ON STREETS WHERE POSTED SPEED LIMIT IS 40 MPH OR LESS AND WORK IS ON THE SHOULDER, CLOSE THE SHOULDER USING RSD 1101.04 OR USE A SHOULDERCLOSURE WITH MINOR ENCROACHMENT INTO THE ADJACENT TRAFFIC LANE AS SHOWN IN MUTCD FIGURE 6H-6, "SHOULDER WORK WITH MINORENCROACHMENT (TA-6)". WHEN USING TA-6, COMPLY WITH THE APPLICATION NOTES ON MUTCD PAGE 6H-16, AND MAINTAIN A MINIMUM OF 10 FT TRAVELLANE. CLOSE AFFECTED SIDEWALKS AND PEDESTRIAN PATHS. WHERE A 10 FT OR GREATER TRAVEL LANE CANNOT BE MAINTAINED OR AS DIRECTED BY THEENGINEER, CLOSE THE ADJACENT TRAFFIC LANE USING RSD 1101.02, SHEETS 1 THRU 4 OF 14.E.REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGERNEEDED OR AS DIRECTED BY THE ENGINEER.F.WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE,CLOSE THE NEAREST OPEN TRAVEL LANE USING NCDOT ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER ORGUARDRAIL.G.WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL ON AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO THETRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OREQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.H.DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN TRAVELWAY WITHIN THE SAME LOCATION.4.SIGNINGJ.INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TOTHE BEGINNING OF CONSTRUCTION.5.TRAFFIC CONTROL DEVICESK.WHEN LANE CLOSURES ARE NOT IN EFFECT, STOCKPILE CHANNELIZING DEVICES AS APPROVED BY THE ENGINEER. DO NOT BLOCK ANY SIDEWALKS WITHCHANNELIZING DEVICES WHEN EITHER REMOVING OR INSTALLING THEM.L.PLACE BARRICADES WITH "SIDEWALK CLOSED" (R9-9) SIGN ATTACHED OF SUFFICIENT LENGTH TO CLOSE THE ENTIRE SIDEWALK/MULTI-USE TRAIL.M.CONTRACTOR SHALL MAINTAIN SIDEWALK ACCESS AT ALL TIMES AS STATED IN THE PHASING.LEGEND:21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONPHASING:1.PHASE IA.USING NCDOT RSD 1101.01, SHEET 3 OF 3, INSTALL ADVANCE WARNING SIGNS ON HOLLY TREE RD AND INTERSECTING SIDE ROADS WITHIN THE PROJECT LIMITS.B.INSTALL PEDESTRIAN BARRICADES AND SIGNING TO CLOSE THE PORTIONS OF NORTH SIDE SIDEWALK SHOWN ON SHEETS TC101 THRU TC107. SIDEWALK CLOSURESTO REMAIN IN EFFECT DURING GREENWAY CONSTRUCTION AND THE SUBSEQUENT TIME NEEDED FOR THE CONCRETE TO CURE AND SUPPORT PEDESTRIANTRAFFIC.C.PLACE SKINNY DRUMS ALONG THE NORTH SIDE MIDBLOCK CURB RAMP AS SHOWN ON SHEET TC105 UNTIL CONCRETE HAS CURED.D.REMOVE PEDESTRIAN BARRICADES, SKINNY DRUMS AND SIGNAGE PLACED IN PHASE I TO OPEN NEWLY CONSTRUCTED PORTIONS OF GREENWAY ONCE CONCRETEHAS CURED.2.PHASE IIA.INSTALL PEDESTRIAN BARRICADES AND SIGNING TO CLOSE THE CURB RAMPS SHOWN ON SHEETS TC202, TC203 AND TC205. CURB RAMP CLOSURE ANDCONSTRUCTION ACTIVITIES SHALL ONLY TAKE PLACE AT ONE CURB RAMP PER INTERSECTION AT ANY GIVEN TIME. CONSTRUCTION AT A NEW CURB RAMPLOCATION WITHIN THE INTERSECTION SHALL ONLY COMMENCE ONCE THE MOST RECENTLY CONSTRUCTED CURB RAMP HAS CURED AND NORMAL PEDESTRIANTRAFFIC PATTERNS HAVE BEEN RESTORED.B.INSTALL SKINNY DRUM CONFIGURATION ALONG THE NORTH SIDE MIDBLOCK CURB RAMP AS SHOWN ON SHEET TC205 TO BLOCK CURB RAMP. SKINNY DRUMS TOREMAIN IN PLACE UNTIL THE PEDESTRIAN ISLAND AND SOUTH SIDE MIDBLOCK CURB RAMP HAVE CURED AND NORMAL PEDESTRIAN TRAFFIC PATTERNS HAVEBEEN RESTORED.C.INSTALL PEDESTRIAN BARRICADES AND SIGNING TO CLOSE THE PORTION SOUTH SIDE SIDEWALK SHOWN ON SHEETS TC205. SIDEWALK CLOSURES TO REMAIN INEFFECT DURING CURB RAMP CONSTRUCTION AND THE SUBSEQUENT TIME NEEDED FOR THE CONCRETE TO CURE AND SUPPORT PEDESTRIAN TRAFFIC. REMOVETHE PEDESTRIAN BARRICADES AND SIGNING PLACED IN THIS STEP ONCE THE SOUTH SIDE MIDBLOCK CURB RAMP HAS CURED TO RESTORE PEDESTRIAN TRAFFICPATTERN. PLACE PEDESTRIAN BARRICADE AND SIGNING DENOTED BY NOTE 3 ON SHEET TC205 TO BLOCK THE CURB RAMP UNTIL THE PEDESTRIAN ISLAND HASCURED AND NORMAL PEDESTRIAN TRAFFIC PATTERNS HAVE BEEN RESTORED.D.USING NCDOT RSD 1101.02, SHEET 1 OF 14, PLACE SKINNY DRUMS AND CONSTRUCT THE PEDESTRIAN ISLAND AS SHOWN ON SHEET TC205.B.INSTALL PEDESTRIAN BARRICADES AND SIGNING TO CLOSE THE PORTION OF NORTH SIDE SIDEWALK SHOWN ON SHEET TC206. SIDEWALK CLOSURE TO REMAIN INEFFECT DURING GREENWAY CONSTRUCTION AND THE SUBSEQUENT TIME NEEDED FOR THE CONCRETE TO CURE AND SUPPORT PEDESTRIAN TRAFFIC.C.USING NCDOT RSD 1101.02, SHEET 1 OF 14, PLACE FINAL CROSSWALK MARKINGS AS PER THE PLANS.D.REMOVE ANY REMAINING BARRICADES, SIGNAGE, AND SKINNY DRUMS FROM THE PROJECT LIMITS AND OPEN GREENWAY FOR NORMAL USE.
EX BACK OF CURB10+00EX BACK OF CURB11+00EX BACK OF CURB12+00EX BACK OF CURB13+00EX BACK OF CURB14+00R9-924'' X 12''SIDEWALKCLOSEDMATCH LINE - STA 14+10 PROPOSED WORK AS PARTOF U-5534Q PROJECTEX BACK OF CURB14+00EX BACK OF CURB15+00EX BACK OF CURB16+00EX BACK OF CURB17+00EX BACK OF CURB18+00MATCH LINE - STA 14+10
MATCH LINE - STA 18+20TRAILCLOSUREAND WORKPLANBSBLPKTC10150TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANFeet02040SCALE: 1"=20'21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB18+00EX BACK OF CURB19+00EX BACK OF CURB20+00EX BACK OF CURB21+00EX BACK OF CURB22+00R9-924'' X 12''SIDEWALKCLOSEDDETOURDETOURM4-930'' X 24''MATCH LINE - STA 18+20
MATCH LINE - STA 22+30EX BACK OF CURB22+00EX BACK OF CURB23+00EX BACK OF CURB24+00EX BACK OF CURB25+00EX BACK OF CURB26+00R9-924'' X 12''SIDEWALKCLOSEDM4-9B30'' X 24''DETOURDETOURM4-9B30'' X 24''R9-11a24'' X 12''SIDEWALK CLOSEDCROSS HEREDETOURM4-930'' X 24''DETOURM4-930'' X 24''MATCH LINE - STA 22+30
MATCH LINE - STA 26+40
TRAILCLOSUREAND WORKPLANBSBLPKTC10251TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB26+00EX BACK OF CURB27+00EX BACK OF CURB28+00EX BACK OF CURB29+00EX BACK OF CURB30+00EX BACK OF CURBMATCH LINE - STA 26+40
MATCH LINE - STA 30+50EX BACK OF CURB31+00EX BACK OF CURB32+00EX BACK OF CURB33+00EX BACK OF CURB34+00EX BACK OF CURB35+00M4-9B30'' X 24''DETOURR9-11a24'' X 12''SIDEWALK CLOSEDCROSS HEREDETOURM4-9B30'' X 24''R9-11a24'' X 12''SIDEWALK CLOSEDCROSS HEREDETOURM4-930'' X 24''DETOURM4-930'' X 24''MATCH LINE - STA 30+50
MATCH LINE - STA 34+60
TRAILCLOSUREAND WORKPLANBSBLPKTC10352TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB35+00EX BACK OF CURB36+00EX BACK OF CURB37+00EX BACK OF CURB38+00EX BACK OF CURB39+00MATCH LINE - STA 34+60
MATCH LINE - STA 38+70EX BACK OF CURB39+00EX BACK OF CURB40+00EX BACK OF CURB41+00EX BACK OF CURB42+00EX BACK OF CURB43+00R9-924'' X 12''SIDEWALKCLOSEDDETOUR30'' X 24''M4-930'' X 24''MATCH LINE - STA 38+70MAT
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TRAILCLOSUREAND WORKPLANBSBLPKTC10453TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB43+00EX BACK OF CURB44+00EX BACK OF CURB45+00EX BACK OF CURB46+00EX BACK OF CURB47+00R9-924'' X 12''SIDEWALKCLOSEDPLACE SKINNY DRUMS3' C-C IN GUTTER PANR9-11a24'' X 12''SIDEWALK CLOSEDCROSS HEREM4-9B30'' X 24''DETOURDETOURM4-9B30'' X 24''DETOURM4-930'' X 24''DETOURM4-930'' X 24''MATCH LINE - STA 42+80MATCH LINE - STA 46+90EX BACK OF CURB47+00EX BACK OF CURB48+00EX BACK OF CURB49+00EX BACK OF CURB50+00EX BACK OF
CURB51+00MATCH LINE - STA 46+90
MATCH LINE - STA 51+00TRAILCLOSUREAND WORKPLANBSBLPKTC10554TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB51+00EX BACK OF CURB52+00EX BACK OF CURB53+00EX BACK OF CURB54+00EX BACK OF CURB55+00MATCH LINE - STA 51+00
MATCH LINE - STA 55+10EX BACK OF CURB55+00EX BACK OF CURB56+00EX BACK OF CURB57+00EX BACK OF CURB58+00EX BACK OF CURB59+00STAGING AREAMATCH LINE - STA 55+10MATCH LINE - S
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TRAILCLOSUREAND WORKPLANBSBLPKTC10655TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB59+00EX BACK OF CURB60+00EX BACK OF CURB61+00EX BACK OF CURB61+81R9-924'' X 12''SIDEWALKCLOSEDMATCH LINE - STA 59+20TRAILCLOSUREAND WORKPLANBSBLPKTC10756TRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB10+00EX BACK OF CURB11+00EX BACK OF CURB12+00EX BACK OF CURB13+00EX BACK OF CURB14+00MATCH LINE - STA 14+10 PROPOSED WORK AS PARTOF U-5534Q PROJECTEX BACK OF CURB14+00EX BACK OF CURB15+00EX BACK OF CURB16+00EX BACK OF CURB17+00EX BACK OF CURB18+00MATCH LINE - STA 14+10
MATCH LINE - STA 18+20TRAILCLOSUREAND WORKPLANBSBLPKTC20157TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANFeet02040SCALE: 1"=20'21C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB18+00EX BACK OF CURB19+00EX BACK OF CURB20+00EX BACK OF CURB21+00EX BACK OF CURB22+00R9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDSEE NOTE 2SEE NOTE 2MATCH LINE - STA 18+20
MATCH LINE - STA 22+30EX BACK OF CURB22+00EX BACK OF CURB23+00EX BACK OF CURB24+00EX BACK OF CURB25+00EX BACK OF CURB26+00R9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDSEE NOTE 2SEE NOTE 2SEE NOTE 2SEE NOTE 2MATCH LINE - STA 22+30
MATCH LINE - STA 26+40
TRAILCLOSUREAND WORKPLANBSBLPKTC20258TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.2. CURB RAMP CLOSURE AND CONSTRUCTIONACTIVITIES SHALL ONLY TAKE PLACE AT ONE CURBRAMP LOCATION PER INTERSECTION AT ANY GIVENTIME. CONSTRUCTION AT A NEW CURB RAMPLOCATION WITHIN THE INTERSECTION SHALL ONLYCOMMENCE ONCE THE MOST RECENTLYCONSTRUCTED CURB RAMP HAS CURED AND NORMALPEDESTRIAN TRAFFIC PATTERNS HAVE BEENRESTORED.
EX BACK OF CURB26+00EX BACK OF CURB27+00EX BACK OF CURB28+00EX BACK OF CURB29+00EX BACK OF CURB30+00EX BACK OF CURBMATCH LINE - STA 26+40
MATCH LINE - STA 30+50EX BACK OF CURB31+00EX BACK OF CURB32+00EX BACK OF CURB33+00EX BACK OF CURB34+00EX BACK OF CURB35+00R9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDSEE NOTE 2SEE NOTE 2MATCH LINE - STA 30+50
MATCH LINE - STA 34+60
TRAILCLOSUREAND WORKPLANBSBLPKTC20359TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.2.CURB RAMP CLOSURE AND CONSTRUCTIONACTIVITIES SHALL ONLY TAKE PLACE AT ONE CURBRAMP LOCATION PER INTERSECTION AT ANY GIVENTIME. CONSTRUCTION AT A NEW CURB RAMPLOCATION WITHIN THE INTERSECTION SHALL ONLYCOMMENCE ONCE THE MOST RECENTLYCONSTRUCTED CURB RAMP HAS CURED AND NORMALPEDESTRIAN TRAFFIC PATTERNS HAVE BEENRESTORED.
EX BACK OF CURB35+00EX BACK OF CURB36+00EX BACK OF CURB37+00EX BACK OF CURB38+00EX BACK OF CURB39+00MATCH LINE - STA 34+60
MATCH LINE - STA 38+70EX BACK OF CURB39+00EX BACK OF CURB40+00EX BACK OF CURB41+00EX BACK OF CURB42+00EX BACK OF CURB43+00R9-924'' X 12''SIDEWALKCLOSEDSEE NOTE 2W20-5MATCH LINE - STA 38+70MAT
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TRAILCLOSUREAND WORKPLANBSBLPKTC20460TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB43+00EX BACK OF CURB44+00EX BACK OF CURB45+00EX BACK OF CURB46+00EX BACK OF CURB47+00R9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDPLACE SKINNY DRUMS OUTSIDEOF TRAVEL LANE WITH BASESABUTTING TO BLOCK CURB RAMPPLACE SKINNY DRUMS 10' C-C AROUND WORK AREA.MAINTAIN 11' MINIMUM TRAVEL LANE WIDTH.R9-924'' X 12''CLOSEDSIDEWALKCLOSEDSIDEWALK24'' X 12''R9-9PLACE SKINNY DRUMS3' C-C IN GUTTER PANSEE NOTE 2SEE NOTE 2CENTER LANECLOSEDW20-548'' X 48''CENTER LANECLOSEDW20-548'' X 48''CLOSEDSIDEWALK24'' X 12''R9-9SEE NOTE 3MATCH LINE - STA 42+80MATCH LINE - STA 46+90EX BACK OF CURB47+00EX BACK OF CURB48+00EX BACK OF CURB49+00EX BACK OF CURB50+00EX BACK OF
CURB51+00MATCH LINE - STA 46+90
MATCH LINE - STA 51+00TRAILCLOSUREAND WORKPLANBSBLPKTC20561TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.2.CURB RAMP CLOSURE AND CONSTRUCTIONACTIVITIES SHALL ONLY TAKE PLACE AT ONE CURBRAMP LOCATION PER INTERSECTION AT ANY GIVENTIME. CONSTRUCTION AT A NEW CURB RAMPLOCATION WITHIN THE INTERSECTION SHALL ONLYCOMMENCE ONCE THE MOST RECENTLYCONSTRUCTED CURB RAMP HAS CURED AND NORMALPEDESTRIAN TRAFFIC PATTERNS HAVE BEENRESTORED.3.CLOSE MIDBLOCK CURB RAMP BEFORE RESTORINGPEDESTRIAN TRAFFIC PATTERN ON SOUTH SIDEWALKAFTER CONCRETE HAS CURED. CLOSURE TO REMAININ EFFECT UNTIL THE PEDESTRIAN ISLAND HASCURED AND NORMAL PEDESTRIAN TRAFFICPATTERNS HAVE BEEN RESTORED.
EX BACK OF CURB51+00EX BACK OF CURB52+00EX BACK OF CURB53+00EX BACK OF CURB54+00EX BACK OF CURB55+00MATCH LINE - STA 51+00
MATCH LINE - STA 55+10EX BACK OF CURB55+00EX BACK OF CURB56+00EX BACK OF CURB57+00EX BACK OF CURB58+00EX BACK OF CURB59+00R9-924'' X 12''SIDEWALKCLOSEDR9-924'' X 12''SIDEWALKCLOSEDMATCH LINE - STA 55+10MATCH LINE - S
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TRAILCLOSUREAND WORKPLANBSBLPKTC20662TRAIL CLOSURE AND WORK PLANTRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.
EX BACK OF CURB59+00EX BACK OF CURB60+00EX BACK OF CURB61+00EX BACK OF CURB61+81MATCH LINE - STA 59+20TRAILCLOSUREAND WORKPLANBSBLPKTC20763TRAIL CLOSURE AND WORK PLANSCALE: 1"=20'Feet0204021C B A SHEET NO.KEY PLANSEAL4DE53APPROVED BYCHECKED BYREVISIONSTITLEDRAWN BYDATEPROJECT NO.No.DescriptionDATEBYDewberry Engineers Inc.2610 WYCLIFF ROAD SUITE 410RALEIGH, NC 27607PHONE: [phone]FAX: [phone]NCBELS #F-0929SEPTEMBER 20212TRST2191163OFGREENVILLE LOOP
TRAIL, SECTION 1
CITY OF WILMINGTON, NC65% DESIGNDO NOT USE FOR CONSTRUCTIONNOTES:1. SEE SHEET TC001 FOR LEGEND AND GENERAL NOTES.