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2022.01.03_TRC_BLUE CLAY ROAD BUSINESS PARKB L U E C L A Y R O A D I - 1 4 0 BLUE CLAY ROAD BUSINESS PARK4101 BLUE CLAY ROAD, NEW HANOVER COUNTY, NORTH CAROLINASCALE: 1" = 300'LOCATION MAP2SHEET INDEX1PROJECT INFORMATION3SCALE: 1" = 3000'VICINITY MAP4BLUE CLAY ROAD BUSINESS PARK00494-0039NAME:BLUE CLAY ROAD BUSINESS PARKOWNER:NEW HANOVER COUNTY - FACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401KEVIN CAISON, PROJECT MANAGERKCAISON@NHCGOV.COMENGINEER: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048RICHARD A. MOORE, PERAMOORE@MCKIMCREED.COMLANDSCAPE ARCHITECT: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048TARA S. MURPHY, PLATSCHWENZFEIER@MCKIMCREED.COMSURVEYOR: MCKIM & CREED, INC243 N. FRONT ST. WILMINGTON, NC 28401PHONE: 910.343.1048MATT ROBERTS, PLSMROBERTS@MCKIMCREED.COMSURVEYOR: TIMMONS GROUP, INC5410 TRINITY ROAD, SUITE 102. RALEIGH, NC 27607PHONE: 919.866.4933BLAKE HALL, PE, PLABLAKE.HALL@TIMMONS.COMSURVEYOR: BATEMAN CIVIL SURVEY COMPANY406 NORTH THIRD STREET, WILMINGTON, NC 28401 PHONE: 910.772.9113CLARITO CORPUS, PLSTRC SUBMITTAL01-03-202201-03-2022 E. B. TraskMiddleSch.E. A. LaneyHighSch.N.CollegeRd.Gilbert Curry Dr.ChipDr.SpringsPeterDr.JessicaLn.Rd.ColeCt.WoodcrestDr.HubertDr.Old Ave.SimmonsHeights Rd.AnthonyDr.MadelineTrask Dr.Chesterfield Rd.Rustic Acres Dr.Saddlebrook Dr.HuntsmanCt.Ct.Rustic AcresDr.Oakland Rd.ChrisDr.PowersDr.Dr.Ennis Acres Dr.Pasture DR.CaesarCt.DannyPenceDr.25262728AspenRd.DavidCt.CrowatanRd.Seaboard Ave.CrowatanRd.Rd.GalywayRd.Alex Trask Dr.Bramble Ct.Green Ct.HAMPSTEADHeightsCastleHoundsEar Ave.BrookgreenRd.JessicaLn.WoodhavenDr.BrookdaleDr.GoffDr.HermitageRd.CrowatanRd.SondeyRd.ParmeleRd.RonaldMaryAve.TomAve.Ave.MichaelDr.Creekstone Ln.Plumtree Ln.HopkinsRd.Logan Rd.Deerfield Rd.Ballard Dr.Millhouse Rd.TwinOaksDr.LodgeCt.ParmeleRd.FalconCt.Conway Rd.LongviewDr.Blue Clay Rd.Blue Clay Rd.Glen EdenDr.WorthdaleDr.RavenwoodDr.NorthchasePkwy.MerchantCt.EnterpriseCt.CorporateDr.43444546 10141511 87 613BridgeportDr.Woodcroft Ct.Southfield Ct.17 16 12 Lagar Ln.ClaymoreDr.BrinkmanDr.Dr.9Brucemont Dr.Ammons Dr.PremierCt.Paramount Way4 135NorthchasePkwy.18353433303132VillageWayNew39 2Sidbury Rd.BlueClayRd.HemlockRd.Holly Rd.Chesterfield Rd.SassanquaRd.Rd.Caladian Rd.FairfordRd.Dr.1911 BlueClayRd.NorthchasePkwy.1. Gatewood Dr.3. Wynfield Ct.4. Vicar Ct.5. Constable Way6. Dalton Ct.7. Queensbury Ct.8. Binford Ct.9. Heatherridge Dr.10. Asbourne Ct.11. Marby Ct.12. Ashworth Ct.13. Damon Ct.14. Monticello Dr.15. Ellis Ct.16. Cabot Dr.17. Tandem Ct.18. Russellborough Dr.19. Province Dr.21. John Yeaman Rd.25. Weatherby Ct.26. Springfield Dr.27. Caliber Ct.28. Remington Dr.30. Carthage DR.31. WAtson Dr.32. New Town Dr.33. Colonel Lamb Dr.34. O'neal Pl.35. Hobart Dr.36. Charthouse Dr.37. Manor Ct.38. Hamstead CT.39. Penhurst Ct.40. Maidstone Dr.41. Hargate Ct.42. Cranbrook Dr.43. Promenade Ct.44. Legend Dr.45. Justus Ct.DairyFarmRd.46. Drewman Ct.Alex Trask Dr.Nevan Ln.ChandlerJuvenileCenterRd.20. Edward Hyde Pl.20 Rock HillCommunityCenter ParkCastleHayneParkGeorgeCreekPrinceGeorgeCreekPeter Spring Branch CastleRd.SkippersCornerBellwoodDr.50. Canetuck Rd.51. Ivanhoe Rd.52. Currie Rd.2. Shire Ln.47. Henson Dr.48. Lakewood Dr.49. Miranda Ct.53. Splitbrook Ct.MossbergCt.21MirandaCt.PROJECTSITE1401401404040St. StanislausChurchN.CollegeRd.DUKE ENERGY EASMENT SHEET TABLE LISTSHEETNUMBERSHEETTITLESheet Description01G001 COVER SHEET02G002 GENERAL NOTES03CX100 EXISTING CONDITIONS04CD100 TREE REMOVAL PLAN05CE100 OVERALL SEDIMENT EROSION CONTROL06CE101 SEDIMENT EROSION CONTROL ENLARGEMENT07CE102 SEDIMENT EROSION CONTROL ENLARGEMENT08CE103 SEDIMENT EROSION CONTROL ENLARGEMENT09CE104 SEDIMENT EROSION CONTROL ENLARGEMENT10CS100 OVERALL SITE PLAN11CS101 ENLARGED SITE PLAN12CS102 ENLARGED SITE PLAN13CS103 ENLARGED SITE PLAN14CS104 ENLARGED SITE PLAN15CG100 OVERALL GRADING PLAN16CG101 GRADING PLAN ENLARGED17CG102 GRADING PLAN ENLARGED18CG103 GRADING PLAN ENLARGED19CG104 GRADING PLAN ENLARGED20CU100 OVERALL UTILITY PLAN21CU101 UTILITY PLAN ENLARGED22CU102 UTILITY PLAN ENLARGED23CU103 UTILITY PLAN ENLARGED24CU104 UTILITY PLAN ENLARGED25CU701 PLAN & PROFILE MAIN ROAD STA. 10+00 TO 22+5026CU702 PLAN & PROFILE MAIN ROAD STA. 22+50 TO 33+6827CU703 PLAN & PROFILE SIDE ROAD STA. 10+00 TO 18+5028CU704 PLAN & PROFILE CONNECTOR ROAD STA. 10+00 TO 21+5029CU705 PLAN & PROFILE CONNECTOR ROAD STA. 21+50 TO 32+6430CE501 EROSION CONTROL DETAILS31CE502 EROSION CONTROL DETAILS32CE503 EROSION CONTROL DETAILS33CS501 SITE AND STORM DRAINAGE DETAILS34CN501 SCM 1 DETAIL35CN502 SCM 2 DETAIL36CN503 SCM 3 DETAL37CN504 SCM 4 DETAIL38CU501 CFPUA DETAILS39CU502 CFPUA DETAILS40CU503 CFPUA DETAILS41 CU504 CFPUA DETAILS42 CU505 CFPUA DETAILS43CU506 CFPUA DETAILSFOR PERMIT REVIEW ONLYNOT FOR CONSTRUCTION G00202N/AN/AGENERAL NOTESDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338  ’’’ PROPERTY LINEPROPERTY LINE20' UTILITY EASEMENTEXISTING 16"WATER MAIN13"12" 12"11"10" 12"18"11"18"16"13"12"12"14"11"10"9"13"9" 11"9"8" 12"9"13"9" 9" 15" 8" 15"15"13"13"4" 4" 5" 6"6"13"4" 4" 4" 7"14"15"14"12"14"13"15"4"4"10"16"15"13"12" 13"16"12"15"15"15"16"10"15"13"16"13"13"14"13"12"12"13"9"16"12"8"9"12"15"13" 14"12" 13"12" 14"5" 13"12" 13"13"10" 12"12"16"16"14"12"12"8"13"12"12" 12"15"10"4"4"7"11" 13"12"13"12"16"12"10"14"12" 13" 8" 13 " 8" 13 " 9" 13" 13"12"13" 18" 4"14" 15"13"8"13"13"13"13"12"4"8"4"13"10"16"9"13"13"12"12"13"14"20"17"13"15"16"16"15"12"15"13"14"14"12" 12"12"13"4"17"12"9"12"4"5"13"17"4" 5" 5" 6"13"5" 6" 8"6"13"12" 4" 4 " 5 " 5 " 13 " 12 " 13 " 13 " 10 " 1 2 " 13 " 12" 11" 12" 14 " 13" 1 3 " 12"12"12"12"13"13"12"23"8"13"15"8"12"15"4" 5"15"12"15"19"11"14"15"13"14"15"15"9"13"23"17"19"9"19"15"6"6"11"12"13"11"12"13"12"14"4" 6"4" 5 " 20" 8"15 " 12 " 11 " 1 2 " 11 " 1 3 " 11 " 11"14" 1 5 " 9" 8" 16 " 15"12" 11" 1 2 " 1 4 " 1 4 " 17" 13" 14" 12" 12" 4" 5 " 5 " 5 " 5" 15" 13" 13" 16 " 15 " 1 6 " 15" 16 " 15"12" 12"12" 9" 13" 12" 13 " 12" 16" 4" 5 " 5 " 16"13"12" 12"12"12"13"16"4" 6"16"12"20"15"13"16"17"14"12"12" 12 " 11 " 13"12 " 12 " 12 " 12 " 15" 13" 14 " 8" 8" 12" 8" 13" 13" 13 " 12 " 20 " 4"4" 5"9"15"9"15"12"12"14" 14 " 8" 12" 13" 12" 12 " 13" 12" 12" 14" 12" 12" 13" 15"13" 14 " 15 " 13 " 12"12" 12" 12" 12 " 8" 15 " 8" 20" 4" 5 " 17" 13" 19 " 15 " 1 9 " 13" 12 " 12" 12 " 12" 12" 12 " 16"16"17"12"9"15"13"14"14" 12" 5" 6 "14" 15 " 14 " 14" 15" 5"12"5" 9"21"12"13"13"17"15"12"12"8"12"13"8"15"12"13"13"12"13"13" 8" 1 2 " 1 5 " 15" 7" 1 3 " 10" 12 " 12 " 1 2 " 9" 13"12 " 13" 12" 12 " 13" 13 " 1 4 " 12"12"12" 14 " 17" 12" 14 "15" 4" 4 " 5 " 16 " 14 " 12 " 1 2 " 12" 1 2 " 1 3 " 12" 13" 12 " 10"12" 12"13 " 9"9" 13" 20 " 17" 14 "16"8" 12 " 13 " 12 " 12 "8"12 " 12 " 12"12" 12 " 12 " 14 " 14 " 8" 12" 12" 14" 13" 14" 9" 12" 10"14" 13"10"9"13" 12"14" 12" 12" 13" 14 "12" 15 " 13" 10 "8" 12" 12" 11"12 " 12 " 12" 12 " 12 " 13" 11" 12" 12 " 14" 12" 13" 15"15" 13 " 12 " 13 "13 " 15" 13 " 10 " 16 " 14" 17" 15" 12 " 11" 8" 12" 14" 13" 12 "12" 13" 12" 12" 9"8" 15" 14"14" 8"10" 10" 9" 13" 10" 12" 12" 13 " 18 " 17 " 19 "20 " 8"9"36" 12 " 17" 18 " 14 " 27" 16 " 21 " 10"5"25 " 13 " 9"9" 13 " 14" 12" 8" 21 " 9"10 " 11" 18 "11" 14" 11"12 " 15 " 24"14 " 8"14" 8" 12 " 8" 20" 9" 23" 13" 23" 10" 8" 8"16 " 13 "6"21 " 8"16 "12"8" 9"12" 9" 20" 10 " 8"8" 15" 9" 11" 12" 8"10"11 " 8"13"11 " 18 " 18 "17 " 17"15 " 15" 10" 10" 8" 11" 12"11" 24"18"14"15"10"15"20"12"11"10"10"11"12"15"14"16"10"14"8"17"9"17"11"25"16"17"16"12"11"15"9"11"10"14"8"9"12"9"9"15"15"11"19"26"16"15"24"13"16"11"10"9"10"14"9"16"11"12"28"19"13"27"20"12"17"11"20"14"8"22"8"17"15"24"8"21"26"20"20"14"13"18"15"27"8"20"15"22"19"8"9"22"16"10"18"8"17"21"17"21"13"20"14"20"21"8"8"16"40"8"18"15"25"38"16"16"16"21"14"10"10"12"22"17"12"29"24"12"19"11"15"11"10"13"15"13"12"28"9"10"10"8"8"17"9"11"9"8"21"14"15"11"17"11"12"12"12"12"15"15"36"15"8"13"17"8"8"8"10"16"13"8"13"17"13"17"13"14"21"30"9"17"16"14"10"15"19"11"14"8"20"12"8"10"13"15"15"10"10"19"13"22"22"8"24"12"11"9"15"19"11"11"9"12"9"13"9"8"17"17"10"13"19"9"8"20"9"8"28"13"11"10"12"12"12"15"11"8"9"12"17"8"32"13"20"12"14"9"19"10"8"11"23"18"11"21"13"21"19'10"9"8"10"15"12"10"13"21"33"40"65"19"19"9"14"17"16"8"10"11"17"8"11"11"9"9"11"17"8"18"14"26"15"8"12"18"18"12"11"9"8"12"10"14"11"20"10"13" 20"9" 20"9" 25" 12" 20 " 9" 17" 26" 12 " 20"11" 24 " 15 " 17" 13 " 9" 13"8" 16"14 "14 " 24"9"12"11 " 10"20" 15 " 19" 22" 11"16" 21 " 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15" 9" 10" 9" 12"8" 12"8" 8" 23" 13 "12 " 18 " 12" 8"8" 8"11" 14 " 15" 10 " 12"11"15" 10 " 13 "18 " 18 " 12" 11" 10 "16" 12" 18"8" 19 "12 " 8"13 " 11" 14" 8" 12 " 16" 29" 14" 10" 12 " 13" 14 " 12" 8"8" 10" 15 "14 " 8"10"8" 12 " 12" 9" 14"12 " 12 "12 " 12" 12" 12 " 13" 15 "13 " 8"12" 12"10"19" 19 " 14" 12"12" 12 " 8" 9"12" 12" 11" 12" 12" 12 " 12" 11"10" 11 " 9" 9" 12 " 12" 8" 23" 14" 23 " 16" 10 " 12"12" 9"11"14" 12" 15 " 11 " 12 " 15 " 15 " 15 " 10" 15" 10 " 14 " 23" 13" 13" 17" 12" 11 " 24"14"19 " 10 " 10" 9" 17 " 13"11 " 11"12" 14" 14 " 8" 23"20 " 10" 10"14"13" 12" 12"10" 10"15 " 13 " 16" 15" 12 " 12 " 16" 13" 20" 19 "24 " 24" 17" 24 " 10" 27 " 14"15"8" 14 " 13" 10" 16" 10 "13" 8"9"N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 2780N/FPACIFIC CREST MANAGEMENT LLCPIN: R02500-002-028-000N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FAMPCO INCPIN: R01817-002-003-000DB 5890, PG 343N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNORTH CAROLINA STATEOFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C 81 5 8 1 32 . 8 1 T T C P 3 3 GGGGGGT TN/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117T 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN S S S S N/FTRACT 1NEW HANOVER COUNTY, NORTH CAROLINAPIN: R02600-002-005-000DB 5274, PG 257AREA = 1,945,592 SF / 44.665 ACN/FTRACT 2NEW HANOVER COUNTY, NORTH CAROLINAPIN: R02600-002-005-003DB 5274, PG 257AREA = 2,449,199 SF / 56.226 ACN/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHPN/FTRACT 1NEW HANOVER COUNTY, NORTH CAROLINAPIN: R02600-002-005-000DB 5274, PG 257AREA = 1,945,592 SF / 44.665 ACN/FTRACT 2NEW HANOVER COUNTY, NORTH CAROLINAPIN: R02600-002-005-000DB 5274, PG 257AREA = 2,449,199 SF / 56.226 ACSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9OHPOHPOHPOHPOHPOHPOHPOHP DIRT ROAD XWWWWWUFOUFOUFOUFOUFOUGT UGT UGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTUGT UFOUFOUFOUFOUFOEPHEMERAL(AGRICULTURAL DITCH)EPHEMERAL(AGRICULTURAL DITCH)P ER E N N IA L S TR E AM P ER EN N I A L S TR E AM PERENNIALSTREAMP ER E N N IA L S TR E AMPERENNIALSTREAMWE T LA ND S " A "WETLANDS "C" E PH EM E R A L (AG R I CU L T UR A L D I T C H ) BLUE CLAY RO A D60' PUBLIC RIG H T - O F - W A Y DB 808 PG 475 JUVENILE CENTER ROADNCSR 202560' PUBLIC RIGHT-OF-WAYMB 54 PG 549145' PROGRE S S E N E R G Y EASEMENTDB 311, PG 39 0 DB 563, PG 9 9 MB 54 PG 349 N43°11'59"E 370.51' (TIE)EPHEMERAL(AGRICULTURALDITCH)EXISTING60' RIGHT-OF-WAYDB 5274 PG 257EXISTING60' RIGHT-OF-WAYDB 5274 PG 257WE T L A ND S " B " W WWWWWWWWWWWWW CX100031"=150'N/AEXISTING CONDITIONSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338LEGEND AND NOTES1EXISTING CONDITIONS20SCALE: 1"=150' (Horiz.)300'150'150'SPRINKLER VALVELEGENDGAS VALVEFENCEEDGE OF TREELINEPAINTED WATER LINEPAINTED TELEPHONE LINEGUYCABLE TV PEDESTALCMF - CONCRETE MONUMENTIRS - IRON ROD SETIRF - IRON ROD FOUNDIPF - IRON PIPE FOUNDTELEPHONE PEDESTALFIRE HYDRANTLIGHT POLEPOWER POLEELECTRIC BOXPG - PAGESF - SQUARE FEETGV - GAS VALVENTS - NOT TO SCALER / W - RIGHT-OF-WAYC / L - CENTERLINEP / L - PROPERTY LINEPB - PLAT BOOKDB - DEED BOOKXOHPWUGTCMP - CORRUGATED METAL PIPERCP - REINFORCED CONCRETE PIPESPRINKLER HEADSIGNFLAG POLEGROUND LAMPSTORM PIPESANITARY LINESANOVERHEAD POWER LINEDIP - DUCTILE IRON PIPEMH TELEPHONEMH SANITARYMH DRAINAGEBOLLARDSPRINKLER BOXWATER VALVEGAS METERCLEAN OUTWATER METERELECTRIC METERMH WATERYARD LIGHTSWDETCTMH ELECTRICPAINTED POWER LINEUGPPAINTED GAS LINEGROOF DRAINAC UNITMAILBOXDEED LINELINE NOT SURVEYEDBOREHOLEBACKFLOW PREVENTERBFPWATER VAULTVWTELEPHONE VAULTVTWELLWMONITORING WELLMKF - FIBER OPTIC MARKERTRAFFIC CONTROL BOXTVP - TELEVISION PEDESTALUTILITY VAULTTCFES - FLARED END SECTIONMKG - GAS MARKERMNF - MAG NAIL FOUNDWATER SPIGOTCP - COMPUTED POINTCP - COMPUTED EASEMENT POINTCSF - COTTON SPINDLE FOUNDPOWER VAULTVPVUGAS TEST LOCATIONWTL - WETLAND FLAGTREEHANDICAP PARKINGSATELLITE DISHHCXXXX - SITE ADDRESSPAINTED FIBER OPTIC LINEPAINTED CABLE TV LINEUFOSTORM INLETCENTERLINE OF DITCH1. PREPARED FOR CITY OF WILMINGTON.2. THIS PROPERTY LIES IN ZONE X, NOT A SPECIAL FLOOD HAZARD AREA PER FIRM PANEL 3230, EFFECTIVE DATE 8/28/20183. HORIZONTAL CONTROL IS BASED ON NC STATE GRID, NAD'83 (2011) AS DETERMINED BY GPS.4. VERTICAL CONTROL BASED ON NAVD'88.5. CONTOUR INTERVAL IS ONE FOOT (1.0').6. THE LOCATION OF SUB SURFACE UTILITIES AS SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATION OF SURFACE FEATURES AND MARKINGS PROVIDED BY TIMMONS GROUP AND ARE APPROXIMATE. OTHER SUB SURFACE UTILITIES MAY EXIST ON THIS SITE THAT ARE NOT INCLUDED IN THIS SURVEY.7. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON THIS PROPERTY.8. THIS SURVEY IS NOT, AND SHOULD NOT BE CONSTRUED AS, A BOUNDARYSURVEY. THIS SURVEY IS FOR PLANNING PURPOSES ONLY AND SHOULD NOT BE USED FOR THE TRANSFER OF REAL PROPERTY. THIS MAP IS NOT SUITABLE FOR RECORDING.9. HORIZONTAL AND VERTICAL CONTROL IS BASED ON ASSUMED COORDINATES AND ELEVATIONS. THIS SURVEY IS NOT REFERENCED TO THE NC STATE GRID COORDINATE SYSTEM OR NAVD'88 VERTICAL DATUM. THIS SURVEY IS NOT TIED TO ANY LOCAL SURVEY CONTROL MONUMENTATION.10.RIGHT-OF-WAY AND PROPERTY BOUNDARY INFORMATION IS BASED ON DEED BOOK 808 PG. 475, MAP BOOK 54, PG. 549, MAP BOOK 49, PG. 9, DEED BOOK 5274,PG. 257 AND IS APPROXIMATE.NOTES FROM THE TIMMONS GROUP SURVEYNOTE: THE EXISTING CONDITIONS DRAWINGS WERE PREPARED USING BOUNDARY,TOPOGRAPHIC, WETLAND, AND OTHER BASE MAPPING PREPARED BY THE TIMMONS GROUP,AND BATEMAN CIVIL SURVEY COMPANY AND PROVIDED TO MCKIM & CREED INC. BY NEWHANOVER COUNTY. THIS WAS SUPPLEMENTED WITH ADDITIONAL TREE SURVEYS COMPLETEDBY MCKIM & CREED INC. 13"12" 12"11"10" 12"18"11"18"16"13"12"12"14"11"10"9"13"9" 11"9"8" 12"9"13"9" 9" 15" 8" 15"15"13"13"4" 4" 5" 6"6"13"4" 4" 4" 7"14"15"14"12"14"13"15"4"4"10"16"15"13"12" 13"16"12"15"15"15"16"10"15"13"16"13"13"14"13"12"12"13"9"16"12"8"9"12"15"13" 14"12" 13"12" 14"5" 13"12" 13"13"10" 12"12"16"16"14"12"12"8"13"12"12" 12"15"10"4"4"7"11" 13"12"13"12"16"12"10"14"12" 13" 8" 13 " 8" 13 " 9" 13" 13"12"13" 18" 4"14" 15"13"8"13"13"13"13"12"4"8"4"13"10"16"9"13"13"12"12"13"14"20"17"13"15"16"16"15"12"15"13"14"14"12" 12"12"13"4"17"12"9"12"4"5"13"17"4" 5" 5" 6"13"5" 6" 8"6"13"12" 4" 4 " 5 " 5 " 13 " 12 " 13 " 13 " 10 " 1 2 " 13 " 12" 11" 12" 14 " 13" 1 3 " 12"12"12"12"13"13"12"23"8"13"15"8"12"15"4" 5"15"12"15"19"11"14"15"13"14"15"15"9"13"23"17"19"9"19"15"6"6"11"12"13"11"12"13"12"14"4" 6"4" 5 " 20" 8"15 " 12 " 11 " 1 2 " 11 " 1 3 " 11 " 11"14" 1 5 " 9" 8" 16 " 15"12" 11" 1 2 " 1 4 " 1 4 " 17" 13" 14" 12" 12" 4" 5 " 5 " 5 " 5" 15" 13" 13" 16 " 15 " 1 6 " 15" 16 " 15"12" 12"12" 9" 13" 12" 13 " 12" 16" 4" 5 " 5 " 16"13"12" 12"12"12"13"16"4" 6"16"12"20"15"13"16"17"14"12"12" 12 " 11 " 13"12 " 12 " 12 " 12 " 15" 13" 14 " 8" 8" 12" 8" 13" 13" 13 " 12 " 20 " 4"4" 5"9"15"9"15"12"12"14" 14 " 8" 12" 13" 12" 12 " 13" 12" 12" 14" 12" 12" 13" 15"13" 14 " 15 " 13 " 12"12" 12" 12" 12 " 8" 15 " 8" 20" 4" 5 " 17" 13" 19 " 15 " 1 9 " 13" 12 " 12" 12 " 12" 12" 12 " 16"16"17"12"9"15"13"14"14" 12" 5" 6 "14" 15 " 14 " 14" 15" 5"12"5" 9"21"12"13"13"17"15"12"12"8"12"13"8"15"12"13"13"12"13"13" 8" 1 2 " 1 5 " 15" 7" 1 3 " 10" 12 " 12 " 1 2 " 9" 13"12 " 13" 12" 12 " 13" 13 " 1 4 " 12"12"12" 14 " 17" 12" 14 "15" 4" 4 " 5 " 16 " 14 " 12 " 1 2 " 12" 1 2 " 1 3 " 12" 13" 12 " 10"12" 12"13 " 9"9" 13" 20 " 17" 14 "16"8" 12 " 13 " 12 " 12 "8"12 " 12 " 12"12" 12 " 12 " 14 " 14 " 8" 12" 12" 14" 13" 14" 9" 12" 10"14" 13"10"9"13" 12"14" 12" 12" 13" 14 "12" 15 " 13" 10 "8" 12" 12" 11"12 " 12 " 12" 12 " 12 " 13" 11" 12" 12 " 14" 12" 13" 15"15" 13 " 12 " 13 "13 " 15" 13 " 10 " 16 " 14" 17" 15" 12 " 11" 8" 12" 14" 13" 12 "12" 13" 12" 12" 9"8" 15" 14"14" 8"10" 10" 9" 13" 10" 12" 12" 13 " 18 " 17 " 19 "20 " 8"9"36" 12 " 17" 18 " 14 " 27" 16 " 21 " 10"5"25 " 13 " 9"9" 13 " 14" 12" 8" 21 " 9"10 " 11" 18 "11" 14" 11"12 " 15 " 24"14 " 8"14" 8" 12 " 8" 20" 9" 23" 13" 23" 10" 8" 8"16 " 13 "6"21 " 8"16 "12"8" 9"12" 9" 20" 10 " 8"8" 15" 9" 11" 12" 8"10"11 " 8"13"11 " 18 " 18 "17 " 17"15 " 15" 10" 10" 8" 11" 12"11" 24"18"14"15"10"15"20"12"11"10"10"11"12"15"14"16"10"14"8"17"9"17"11"25"16"17"16"12"11"15"9"11"10"14"8"9"12"9"9"15"15"11"19"26"16"15"24"13"16"11"10"9"10"14"9"16"11"12"28"19"13"27"20"12"17"11"20"14"8"22"8"17"15"24"8"21"26"20"20"14"13"18"15"27"8"20"15"22"19"8"9"22"16"10"18"8"17"21"17"21"13"20"14"20"21"8"8"16"40"8"18"15"25"38"16"16"16"21"14"10"10"12"22"17"12"29"24"12"19"11"15"11"10"13"15"13"12"28"9"10"10"8"8"17"9"11"9"8"21"14"15"11"17"11"12"12"12"12"15"15"36"15"8"13"17"8"8"8"10"16"13"8"13"17"13"17"13"14"21"30"9"17"16"14"10"15"19"11"14"8"20"12"8"10"13"15"15"10"10"19"13"22"22"8"24"12"11"9"15"19"11"11"9"12"9"13"9"8"17"17"10"13"19"9"8"20"9"8"28"13"11"10"12"12"12"15"11"8"9"12"17"8"32"13"20"12"14"9"19"10"8"11"23"18"11"21"13"21"19'10"9"8"10"15"12"10"13"21"33"40"65"19"19"9"14"17"16"8"10"11"17"8"11"11"9"9"11"17"8"18"14"26"15"8"12"18"18"12"11"9"8"12"10"14"11"20"10"13" 20"9" 20"9" 25" 12" 20 " 9" 17" 26" 12 " 20"11" 24 " 15 " 17" 13 " 9" 13"8" 16"14 "14 " 24"9"12"11 " 10"20" 15 " 19" 22" 11"16" 21 " 21" 13" 10"17" 10 " 11 " 24" 8" 10"8" 15" 9"14" 9" 16 " 10 " 10" 13 " 9"16" 10" 15"9"8" 12 " 15 " 11" 12"8" 14" 9" 8" 16 "10" 8"14 " 10 " 8" 19 " 8" 8"10"10" 13 " 10 " 11"9" 19" 24" 10" 10" 14" 14" 19 "14" 20 " 10 " 29 " 10 " 8" 10" 13"13" 8" 11 " 20 " 18" 20 "20" 12" 18" 18"18" 18" 18" 12" 13 "8"9" 13" 10" 12" 8" 12 " 31" 8" 31" 9"20 " 12" 18 " 12 "8"15"10" 16"14"11" 32 "25 " 15"16 " 8" 14" 16 " 9" 8" 11 " 9" 10 " 14" 16 " 15" 9" 13" 13" 8" 20 " 20" 8" 12" 12" 12 "18" 10" 11" 20 "9" 11" 19" 17 " 12"10" 9"16" 16 " 9"12" 12"10 "17"10" 16" 17 " 20 " 10" 9" 10" 10"12 " 8" 14" 12" 15" 12" 13" 14 " 11 " 9" 10"15"18" 14 " 9" 8" 14 " 12" 23"24"16 " 21 " 16" 10 " 16"12" 13 "13" 8" 9"12" 9"18" 11 " 15" 21" 9"8" 10"14 " 9" 16" 10" 20 " 19" 18 "9" 10 " 12 "14" 14" 11" 12"14" 12" 12 " 12 " 12 " 12" 16" 16 " 12" 14"15"9" 12"12 "12" 10" 12" 12 " 8"14"12" 9"12 " 10 " 14" 12"12" 8"14" 9" 8" 12 " 17 " 12 "12" 16 " 10 " 9" 9"17" 14" 7" 12" 12 " 12 " 16" 12"9"9" 12 " 19 " 20" 12" 8" 8"14"13" 15" 12" 17" 15" 9" 10" 9" 12"8" 12"8" 8" 23" 13 "12 " 18 " 12" 8"8" 8"11" 14 " 15" 10 " 12"11"15" 10 " 13 "18 " 18 " 12" 11" 10 "16" 12" 18"8" 19 "12 " 8"13 " 11" 14" 8" 12 " 16" 29" 14" 10" 12 " 13" 14 " 12" 8"8" 10" 15 "14 " 8"10"8" 12 " 12" 9" 14"12 " 12 "12 " 12" 12" 12 " 13" 15 "13 " 8"12" 12"10"19" 19 " 14" 12"12" 12 " 8" 9"12" 12" 11" 12" 12" 12 " 12" 11"10" 11 " 9" 9" 12 " 12" 8" 23" 14" 23 " 16" 10 " 12"12" 9"11"14" 12" 15 " 11 " 12 " 15 " 15 " 15 " 10" 15" 10 " 14 " 23" 13" 13" 17" 12" 11 " 24"14"19 " 10 " 10" 9" 17 " 13"11 " 11"12" 14" 14 " 8" 23"20 " 10" 10"14"13" 12" 12"10" 10"15 " 13 " 16" 15" 12 " 12 " 16" 13" 20" 19 "24 " 24" 17" 24 " 10" 27 " 14"15"8" 14 " 13" 10" 16" 10 "13" 8"9"N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 2780N/FPACIFIC CREST MANAGEMENT LLCPIN: R02500-002-028-000N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FAMPCO INCPIN: R01817-002-003-000DB 5890, PG 343N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNORTH CAROLINA STATEOFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C GGGGGGT TN/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117T 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN S S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHPSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9OHPOHPOHPOHPOHPOHPOHPOHP DIRT ROAD XUFOUFOUFOUFOUFOUGT UGT UGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTUGT UFOUFOUFOUFOUFOEPHEMERAL(AGRICULTURAL DITCH)EPHEMERAL(AGRICULTURAL DITCH)P ER E N N IA L S TR E AM P ER EN N I A L S TR E AM PERENNIALSTREAMP ER E N N IA L S TR E AMPERENNIALSTREAMWE T LA ND S " A "WETLANDS "C" E PH EM E R A L (AG R I CU L T UR A L D I T C H ) BLUE CLAY RO A D60' PUBLIC RIG H T - O F - W A Y DB 808 PG 475 JUVENILE CENTER ROADNCSR 202560' PUBLIC RIGHT-OF-WAYMB 54 PG 549145' PROGRE S S E N E R G Y EASEMENTDB 311, PG 39 0 DB 563, PG 9 9 MB 54 PG 349 EPHEMERAL(AGRICULTURALDITCH)EXISTING60' RIGHT-OF-WAYDB 5274 PG 257EXISTING60' RIGHT-OF-WAYDB 5274 PG 257WE T L A ND S " B " W WWWWWWWWWWWWW 50-FT VEGETATED BUFFERTREES OUTSIDE OFPROJECT BOUNDARYAND EXCLUDEDFROM INVENTORYDEMOLITION LEGENDREGULATED TREES TO BE REMOVEDLIMITS OF DISTURBANCECD100041"=150'N/ATREE REMOVAL PLANDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338LEGEND AND NOTES1TREE REMOVAL PLAN20SCALE: 1"=150' (Horiz.)300'150'150'LEGEND 13"12" 12"11"10" 12"18"11"18"16"13"13"4" 4" 5" 6"6"13"4" 4" 4" 7"14"15"14"12"14"13"15"4"4"10"16"15"13"12" 13"16"12"15"15"15"16"10"15"13"16"13"13"14"13"12"12"13"9"16"12"8"9"12"15"13" 14"12" 13"12" 14"5" 13"12" 13"13"10" 12"12"16"16"14"12"12"8"13"12"12" 12"15"10"4"4"7"11" 13"12"13"12"16"12"10"14"12" 13" 8" 13 " 8" 13 " 13" 14" 15"13"8"13"13"13"13"12"4"8"4"13"10"16"9"13"13"12"12"13"14"20"17"13"15"16"16"15"12"15"13"14"14"12" 12"12"13"4"17"12"9"12"4"5"13"17"4" 5" 5" 6"13"5" 6" 8"13"12" 4" 4 " 5 " 5 " 12 " 13 " 13 " 10 " 1 2 " 13 " 12" 11" 12" 14 " 13" 1 3 " 12"12"12"12"23"8"13"15"8"12"15"4" 5"15"12"15"19"11"14"15"13"14"15"15"9"13"23"17"19"9"19"15"6"6"11"12"13"11"12"13"12"14"4" 6"4" 5 " 20" 8"15 " 9" 8" 16 " 15"12" 17" 4" 5 " 5 " 5 " 5" 13" 13" 16 " 15"12" 12"12" 9" 13" 12" 13 " 12" 16" 4" 5 " 5 " 16"13"12" 12"12"12"13"16"4" 6"16"12"20"15"13"16"17"14"12"12" 13" 13 " 12 " 20 " 4"4" 5"9"15"9"15"12"12"14" 14 " 14 " 15 " 13 " 12"12" 12" 12" 12 " 8" 8" 20" 4" 5 " 17" 13" 19 " 12" 12" 12 " 16"16"17"12"9"15"13"14"14" 15" 5"12"5" 9"21"12"13"13"17"15"12"12"8"12"13"8"15"12"13"13"12"13"13" 8" 1 2 " 1 5 " 15" 7" 1 3 " 10" 12 " 12 " 1 2 " 9" 14 "15" 4" 4 " 5 " 16 " 14 " 12 " 1 2 " 12" 1 2 " 1 3 " 12" 13" 12 " 10"12" 12"13 " 9"9" 13" 20 " 17" 14 "16"8" 12 " 13 " 12 " 12 "8"12 " 12 " 12"12" 12 " 12 " 14 " 14 " 8" 12" 12" 14" 13" 14" 9" 12" 10"14" 13"10"9"13" 12"14" 12" 10 "8"11"12 " 12 " 12" 12 " 12 " 13" 11" 12" 12 " 14" 13" 13 " 12 " 15" 13 " 10 " 16 " 14" 17" 15" 11" 8" 12" 14" 13" 12 "12" 13" 12" 12" 9"8" 15" 14"14" 8"10" 10" 9" 13" 10" 18 " 36" 9"9" 12" 8" 9"10 " 18 "11" 14" 11"12 " 15 " 24"14 " 8"14" 8" 12 " 8" 20" 9" 23" 13" 23" 10" 8" 8"16 " 13 "6"21 " 8"16 "12"8" 9"12" 9" 20" 10 " 8"8" 15" 9" 11" 12" 8"10"11 " 8"13"11 " 18 " 18 "17 " 17"15 " 15" 10" 10" 8" 11" 12"11" 24"18"14"15"10"15"20"12"11"10"10"11"12"15"14"16"10"14"8"17"9"17"11"25"16"17"16"12"11"15"9"11"10"14"8"9"12"9"9"15"15"11"19"26"16"15"24"13"16"11"10"9"10"14"9"16"11"12"28"19"13"27"20"12"17"11"20"14"8"22"8"17"15"24"8"21"26"20"20"14"13"18"15"27"8"20"15"22"19"8"9"22"16"10"18"8"17"21"17"21"13"20"14"20"21"8"8"16"40"8"18"15"25"38"16"16"16"21"14"10"10"12"22"17"12"29"24"12"19"11"15"11"10"13"15"13"12"28"9"10"10"8"8"17"9"11"9"8"21"14"15"11"17"11"12"12"12"12"15"15"36"15"8"13"17"8"8"8"10"16"13"8"13"17"13"17"13"14"21"30"9"17"16"14"10"15"19"11"14"8"20"12"8"10"13"15"15"10"10"19"13"22"22"8"24"12"11"9"15"19"11"11"9"12"9"13"9"8"17"17"10"13"19"9"8"20"9"8"28"13"11"10"12"12"12"15"11"8"9"12"17"8"32"13"20"12"14"9"19"10"8"11"23"18"11"21"13"21"19'10"9"8"10"15"12"10"13"21"33"40"65"19"19"9"14"17"16"8"10"11"17"8"11"11"9"9"11"17"8"18"14"26"15"8"12"18"18"12"11"9"8"12"10"14"11"20"10"13" 12" 17" 24 " 15 " 17" 13 " 9" 13"8" 16"14 "14 " 24"9"12"11 " 10"20" 15 " 19" 22" 11"16" 21 " 21" 13" 10"17" 10 " 11 " 24" 10"8"9" 16 " 10 " 10" 13 " 9"16" 10" 12 " 15 " 11" 12"8" 14" 9" 8" 16 "10" 8"14 " 10 " 8" 19 " 8" 8"10"10" 13 " 10 " 11"9" 19" 24" 10" 10" 14" 14" 19 "14" 20 " 10 " 29 " 10 " 8" 10" 13"13" 8" 11 " 20 " 18" 20 "20" 12" 18" 18"18" 18" 18" 12" 13 "8"9" 13" 10" 12" 8" 12 " 31" 8" 31" 9"20 " 12" 18 " 12 "8"15"10" 16"14"11" 32 "25 " 15"16 " 8" 14" 16 " 9" 8" 11 " 9" 10 " 14" 16 " 15" 9" 13" 13" 8" 20 " 20" 8" 12" 12" 12 "18" 10" 11" 20 "9" 11" 19" 17 " 12"10" 9"16" 16 " 9"12" 12"10 "17"10" 16" 17 " 20 " 10" 9" 10" 10"12 " 8" 14" 12" 15" 12" 13" 14 " 11 " 9" 10"15"18" 14 " 9" 8" 14 " 12" 23"24"16 " 21 " 16" 10 " 16"12" 13 "13" 8" 9"12" 9"18" 11 " 15" 21" 9"8" 10"14 " 9" 16" 10" 20 " 19" 18 "9" 10 " 12 "14" 14" 11" 12"14" 12" 12 " 12 " 12 " 12" 16" 16 " 12" 14"15"9" 12"12 "12" 10" 12" 12 " 8"14"12" 9"12 " 10 " 14" 12"12" 8"14" 9" 8" 12 " 17 " 12 "12" 16 " 10 " 9" 9"17" 14" 7" 12" 12 " 12 " 16" 12"9"9" 12 " 19 " 20" 12" 8" 8"14"13" 15" 12" 17" 15" 9" 10" 9" 12"8" 12"8" 8" 23" 13 "12 " 18 " 12" 8"8" 8"11" 14 " 15" 10 " 12"11"15" 10 " 13 "18 " 18 " 12" 11" 10 "16" 12" 18"8" 19 "12 " 8"13 " 11" 14" 8" 12 " 16" 29" 14" 10" 12 " 13" 14 " 12" 8"8" 10" 15 "14 " 8"10"8" 12 " 12" 9" 14"12 " 12 "12 " 12" 12" 12 " 13" 15 "13 " 8"12" 12"10"19" 19 " 14" 12"12" 12 " 8" 9"12" 12" 11" 12" 12" 12 " 12" 11"10" 11 " 9" 9" 12 " 12" 8" 23" 14" 23 " 16" 10 " 12"12" 9"11"14" 12" 15 " 11 " 12 " 15 " 15 " 15 " 10" 15" 10 " 14 " 23" 13" 13" 17" 12" 11 " 24"14"19 " 10 " 10" 9" 17 " 13"11 " 11"12" 14" 14 " 8" 23"20 " 10" 10"14"13" 12" 12"10" 10"15 " 13 " 16" 15" 12 " 12 " 16" 13" 20" 24 " 10" 27 " 14"15"8" 14 " 13" 10" 16" 10 "13" 8"9"N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 2780N/FPACIFIC CREST MANAGEMENT LLCPIN: R02500-002-028-000N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FAMPCO INCPIN: R01817-002-003-000DB 5890, PG 343N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNORTH CAROLINA STATEOFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C 8 1 4 2 0 3 0 . 0 0 E B 1 X 3 F T 81 5 8 1 32 . 8 1 T T C P 3 3 GGGGGGT TN/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117T 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN S S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPX WWWWWUFOUFOUFOUFOUFOUGT UGT UGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTUGT UFOUFOUFOUFOUFOEPHEMERAL(AGRICULTURAL DITCH)EPHEMERAL(AGRICULTURAL DITCH)P ER E N N IA L S TR E AM P ER EN N I A L S TR E AM PERENNIALSTREAMP ER E N N IA L S TR E AMPERENNIALSTREAMWE T LA ND S " A "WETLANDS "C" E PH EM E R A L (AG R I CU L T UR A L D I T C H ) 145' PROGRE S S E N E R G Y EASEMENTDB 311, PG 39 0 DB 563, PG 9 9 MB 54 PG 349 N43°11'59"E 370.51' (TIE)EPHEMERAL(AGRICULTURALDITCH)W WWWWWWWWWWWWWDIVERSION DIKELIMITS OF DISTURBANCETSB-3TSB-2TSB-1TSB-4MATCH LI N E MATCH LIN E MATCH LI N E MATCH LI N E MATCH LINEMATCH LINEMATCH LINEMATCH LINECE100051"=150'N/A OVERALL SEDIMENT EROSION CONTROLDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338LEGEND AND NOTES1OVERALL SEDIMENT EROSION CONTROL20SCALE: 1"=150' (Horiz.)300'150'150'KEY MAPSCALE: NTSLIMITS OF DISTURBANCETEMPORARY SILT FENCETEMPORARY PERIMETER DIKETEMPORARY CONSTRUCTION ENTRANCEDISCHARGE PIPEFAIRCLOTH SKIMMEREXISTING WETLANDSPROJECT BOUNDARYWATTLE / CHECK DAMRIPRAP OUTLET PADTEMPORARY DIVERSION DITCHPERMANENT DIVERSION DITCHLEGENDNOTE:·SILT FENCE TO BE PLACED AT LIMITS OFDISTURBANCE AND HAS BEEN SHOWN AS AN OFFSETFOR CLARITY.·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LFIN PERMANENT DIVERSION DITCH.·WETLAND INFORMATION BASED ON THE DELINEATIONAS REFERENCED IN THE JURISDICTIONALDETERMINATION DATED 08.10.18, PREPARED BY LANDMANAGEMENT GROUP.RIPARIAN BUFFERCE104CE103CE101CE102TOTAL DISTURBED AREA = 29.0 AC MATCH LINEMATCH LINE MATCH LINEMATCH LINE8"20"4" 5"17"13"19" 12 " 8" 12" 15"15"7" 13"10"12"12" 12"9" 14 "15" 4" 4 " 5 " 16" 14" 12" 10" 12" 12 " 13 " 9"9" 13 " 20" 17" 14 "16" 8" 12" 13" 12" 12" 8"12 " 12 " 12" 12" 12 " 12" 14" 14" 8" 12 " 12" 14" 13 " 14" 9" 12" 10"14" 13" 10 " 9" 13" 12" 14" 12" 10 " 8" 11 " 12" 12 " 12" 12 " 12" 13 " 11" 12" 12 " 14 " 13 " 13" 12" 15 " 13" 10" 16" 14" 17" 15" 11" 8" 12" 14" 13" 12 " 12 " 13 " 12 " 12 " 9" 8" 15" 14" 14" 8"10" 10" 9" 13" 10" 9"9" 12" 8" 9"10" 18"11" 14" 11 " 12 " 15" 24"14" 8" 14 " 8" 12" 8" 20 " 9" 23 " 13" 23 " 10 " 8" 8" 16" 13" 6"21" 8"16" 12"8" 9"12 " 9" 20 " 10" 8" 8" 15 " 9" 11" 12" 8" 10" 11" 8"13 " 11" 18 "18"17" 17"15" 15 " 10" 10 " 8" 11" 12 "11" 24" 15" 17 " 13 " 9" 13"8" 16" 14" 14 " 24" 9"12"11" 10" 20 " 15" 19" 22 " 11" 16 " 21 " 21 " 13" 10" 17" 10" 11" 24" 10" 8" 9" 16" 10" 10" 13 " 9"16" 10" 12 " 15 " 11" 12" 8" 14" 9" 8" 16 " 10" 8" 14 " 10" 8" 19 " 8" 8" 10 "10 " 13 " 10 " 11" 9" 19" 24 " 10" 10 " 14" 14" 19 " 14" 20" 10 " 29 " 10" 8" 10 " 13 " 13" 8" 11 " 20 " 18 " 20" 20" 13" 10" 12" 8" 12" 31 " 8" 31" 9" 20" 12 " 18" 12 " 8" 15 " 10 " 16" 14 " 11 " 32"25 " 15 "16 " 8" 14" 16" 9" 8" 11" 9" 10 " 14 " 16 " 15" 9" 13" 13" 8" 20 " 20 " 8" 12" 12 " 12"18" 10 " 11" 20 " 9" 11 " 19" 17" 12 " 10" 9" 16 " 16 " 9" 12 " 12" 10" 17"10" 16 " 17" 20" 10 " 9" 10" 10 " 12" 8" 14" 12" 15 " 12 " 13" 14" 11" 9" 10 " 15 " 18 " 14 " 9" 8" 14" 12" 23 " 24 " 16 " 21 " 16 " 10" 16" 12" 13" 13" 8" 9"12" 9" 18" 11" 15 " 21 " 9"8" 10 "14 " 9" 16 " 10 " 20" 19" 18 " 9" 10 " 12 "14 " 14" 11 " 12" 14" 12" 12" 12 " 12" 12 " 16" 16 " 12 " 12 " 12" 12" 10" 12" 12" 8"14"12 " 9" 12" 10" 14" 12" 12 " 8"14" 9" 8" 12" 17" 12" 12 " 16" 10" 9" 9" 17" 14 " 7" 12 " 12 " 12 " 16" 12" 9" 9" 12 " 19 " 20" 12 " 8" 8"14 " 13" 15" 12 " 17" 15" 9" 10" 9" 12 " 8" 12 " 8" 8" 23" 13"12" 18 " 12" 8" 8" 8" 11" 14" 15 " 10" 12 " 11"15" 10" 13" 18" 18 " 12 " 11 " 10 "16 " 12 " 18"8" 19"12 " 8" 13" 11" 14 " 8" 12 " 16" 29 " 14" 10 " 12 " 13" 14 " 12 " 8" 8" 10" 15 "14" 8"10 " 8" 12 " 12 " 9" 14"12" 12 " 12" 12" 12 " 12" 13 " 15"13 " 8"12" 12"10"19 " 19" 14" 12" 12 " 12 " 8" 9"12 " 12" 11 " 12 " 12 " 12" 12" 11 " 10" 11" 9" 9" 12 " 12" 8" 23 " 14" 23 " 16 " 10" 12 " 12 " 9"11 " 14" 12 " 15" 11 " 12 " 15 " 15"15 " 10" 15 " 10" 14" 23" 13 " 13" 17" 12 " 11" 24 "14"19" 10" 10 " 9" 17" 13" 11 " 11" 12" 14 " 14 " 8" 23" 20"10" 10" 14 " 13" 12" 12" 10" 10"15 " 13" 16" 15 " 12 " 12" 16 " 13" 20" 24 " 10 " 27" 14"15"8" 14" 13 " 10" 16" 10" 13" 8" 9"N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C 81 5 8 1 32. 8 1 T T C P 3 3 GGGGGGGGGGGGGGGT T T 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN 15'' SAN S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP XUGT UGTWWWWWWWWWWWWWWUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOEPHEMERAL(AGRICULTURAL DITCH)P E R EN N I A L S TR E AM PERENNIAL STREAMP ER E NN I A L S TR EAMPERENNIALSTREAMWE T L A ND S " A " EP H EME R A L (AG R I CU L T U R A L D I TCH ) WWWWWWWWSILT FENCE TO BE PLACED AT THE LIMITS OF DISTURBANCE.SHOWN OFFSET HERE FOR CLARITY. TYPICAL FOR ALLSILT FENCE - 11SILT FENCE - 10LIMITS OF DISTURBANCEPROPERTY BOUNDARYRIP-RAP PAD - 1RIP-RAP PAD - 2SILT FENCE - 17SILT FENCE - 16SILT FENCE - 15TSB-2TSB-132 33 343 4 3 1 32 33 33343938 353535 353132 3334 36363636353535 3332 3431 31 3029 2829 30293 1 29 303131323233333332 3430 3131323029TSB-232 CE101061"=60'N/ASEDIMENT EROSION CONTROL ENLARGEMENTDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338KEY MAPSCALE: NTS0SCALE: 1"=60' (Horiz.)120'60'60'TOTAL DISTURBED AREA = 29.0 ACCE104CE103CE101CE102 MATCH LINEMATCH LINE MATCH LINEMATCH LINE13"12"13"13"9"8"16" 15 " 12" 17"13"13" 14 " 14" 15"13"12"12"12"12"12"8" 12" 12" 12 " 16" 14 " 12" 1 2 " 12" 1 2 " 1 3 " 12" 13 " 18" 36 " 12 " 17 " 24 " 15 " 17" 13" 9" 13 "8" 16" 14" 14" 24 " 9"12 " 11" 10" 20" 15 " 17 " 11" 24" 8" 11" 20" 18 " 20" 20" 12" 18 " 18" 18" 18" 18" 12 " 13" 8"9" OHP OHP N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 278015'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPX XUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGT PERENNIAL STREAM PE RE NN I A L S T R E AM EXISTING60' RIGHT-OF-WAYDB 5274 PG 257LIMITS OF DISTURBANCESILT FENCE - 1SILT FENCE - 2SILT FENCE - 3SILT FENCE - 4SILT FENCE - 8SILT FENCE - 9SILT FENCE TO BE PLACED AT THE LIMITS OF DISTURBANCE.SHOWN OFFSET HERE FOR CLARITY. TYPICAL FOR ALLLIMITS OF DISTURBANCEPROPERTY BOUNDARYRIP-RAP PAD - 4RIP-RAP PAD - 3DIVERSION DIKESILT FENCE - 13SILT FENCE - 14PERMANENTDIVERSIONDITCHPERMANENTDIVERSIONDITCHPERMANENTDIVERSIONDITCHPERMANENTDIVERSIONDITCH3 1 3131CHECK DAM / WATTLECHECK DAM / WATTLECHECK DAM / WATTLETSB-4TSB-1TSB-235 3 2 33 34 3 6 3 7 373534333236 363534 33323231313131313236 3736 3131313031303 0 2 9 31 303131 303 1 32 INV IN= 25.50INV OUT= 25.0824" CLASS-IV RCP81 LFINV IN= 28.00INV OUT= 27.5924" CLASS-IV RCP81 LFINV IN= 28.00INV OUT= 27.5948" CLASS-IV RCP275 LFINV IN= 28.25INV OUT= 26.8848" CLASS-IV RCP278 LFINV IN= 28.25INV OUT= 26.8648" CLASS-IV RCP198 LFINV IN= 26.86INV OUT= 25.8748" CLASS-IV RCP195 LFINV IN= 26.88INV OUT= 25.9148" CLASS-IV RCP221 LFINV IN= 25.87INV OUT= 24.7748" CLASS-IV RCP222 LFINV IN= 25.91INV OUT= 24.8048" CLASS-IV RCP66 LFINV IN= 26.10INV OUT= 25.9224" CLASS-IV RCP78 LFINV IN= 29.89INV OUT= 28.9242" CLASS-IV RCP65 LFINV IN= 28.30INV OUT= 27.3048" CLASS-IV RCP275 LFINV IN= 28.25INV OUT= 26.8848" CLASS-IV RCP275 LFINV IN= 28.25INV OUT= 26.8848" CLASS-IV RCP275 LFINV IN= 28.25INV OUT= 26.8848" CLASS-IV RCP278 LFINV IN= 28.25INV OUT= 26.8618" CLASS-IV RCP48 LFINV IN= 26.00INV OUT= 25.7624" CLASS-IV RCP61 LFINV IN= 24.51INV OUT= 24.20DITCH PLUGTSB-3CE102071"=60'N/ASEDIMENT EROSION CONTROL ENLARGEMENTDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338KEY MAPSCALE: NTS0SCALE: 1"=60' (Horiz.)120'60'60'TOTAL DISTURBED AREA = 29.0 ACCE104CE103CE101CE102 MATCH LI N E MATCH LIN E MATCH LINEMATCH LINE13"12" 1 2 " 11" 10" 1 2 " 18" 11" 18 " 16" 13 " 13" 4" 4 " 5 " 6 " 6" 13" 4" 4 " 4 " 7 " 14" 15 " 14 " 12" 14" 13 " 15 " 4" 4" 10 " 16" 15" 13"12" 13" 16 " 12" 15 " 15 " 15" 16" 10 " 15" 13 " 16" 13 " 13 " 14" 13" 12"12"13"9"16" 12 " 8" 9" 12" 15" 13" 1 4 " 12" 1 3 " 12 " 1 4 " 5" 1 3 " 12" 1 3 " 13" 10" 1 2 " 12 " 16 " 16 " 14 " 12" 12" 8" 13" 12"12" 12"15"10"4"4"7"11" 13"12"13"12"16" 12 " 10 "14 " 12 " 13" 8" 13" 8" 13 " 13" 14" 1 5 " 13 " 8" 13" 13 " 13" 13 " 12" 4" 8" 4" 13" 10 " 16 " 9" 13" 13"12"12"13"14"20"17"13"15"16"16"15"12"15"13"14"14" 12" 1 2 " 12 " 13 " 4" 17" 12" 9" 12"4" 5" 13" 17" 4" 5 " 5 " 6 " 13 " 5" 6 " 8 " 13 " 12" 4" 4 " 5 " 5 " 12" 13 " 13" 10 " 1 2 " 13" 12 " 11" 12" 14" 13 " 1 3 " 12 " 12 " 12 " 12 " 23" 8" 13 " 15" 8" 12" 15" 4" 5 " 15" 12 " 15 " 19 " 11" 14" 15"13 " 14"15"15" 11" 12" 13" 11 " 12 " 13" 12" 14" 4" 6 " 4" 5 " 20 " 8" 15" 4" 5 " 5 " 5 " 5" 16 " 15 "12 " 12 "12" 9" 13 " 12" 13" 12" 16 " 4" 5 " 5 " 16" 13 " 12 " 1 2 " 24"18"14"15"10"15"20"12"11"10"10"11"12"15"14"16"10"14"8"17"9"17"11"25"16"17"16"12"11"15"9"11"10"14"8"9"12"9"9"15"15"11"19"26"16"15"24"13"16"11"10"9"10"14"9"16"11"12"28"19"13"27"20"12"17"11"20"14"8"22"8"17"15"24"8"21"26"20"20"14"13"18"15"27"8"20"15"22"19"8"9"22"16"10"18"8"17"21"17"21"13"20"14"20"21"8"8"16"40"8"18"15"25"38"16"16"16"21"14"10"10"12"22"17"12"29"24"12"19"11"15"11"10"13"15"13"12"28"9"10"10"8"8"17"9"11"9"8"21"14"15"11"17"11"12"12"12"12"15"15"36"15"8"13"17"8"8"8"10"16"13"8"13"17"13"17"13"14"21"30"9"17"16"14"10"15"19"11"14"8"20"12"8"10"13"15"15"10"10"19"13"22"22"8"24"12"11"9"15"19"11"11"9"12"9"13"9"8"17"17"10"13"19"9"20"9"8"28"13"11"10" 12"12" 12"15" 11 " 8"9" 12 " 21 " 8" 10" 11" 17 " 8" 11" 11 " 9" 9" 11 "WILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9EPHEMERAL(AGRICULTURAL DITCH)WETLANDS"C"EPHEMERAL(AGRICULTURAL DITCH)EXISTING60' RIGHT-OF-WAYDB 5274 PG 257W W WWWWWWWW SILT FENCE - 4SILT FENCE - 5SILT FENCE - 6SILT FENCE - 7LIMITS OF DISTURBANCESILT FENCE TO BE PLACED AT THE LIMITS OF DISTURBANCE.SHOWN OFFSET HERE FOR CLARITY. TYPICAL FOR ALLPROPERTY BOUNDARYPROPERTY BOUNDARYRIP-RAP PAD - 4DIVERSION DIKEPERMANENT DIVERSION DITCHPERMANENTDIVERSIONDITCH32 31313 13132 31313148" CLASS-IV RCP275 LFINV IN= 28.25INV OUT= 26.8848" CLASS-IV RCP278 LFINV IN= 28.25INV OUT= 26.86DITCH PLUGDITCH PLUGDITCH PLUGDITCH PLUGTSB-335 36 36DITCH PLUG18" CLASS-IV RCP48 LFINV IN= 33.90INV OUT= 33.66CE103081"=60'N/ASEDIMENT EROSION CONTROL ENLARGEMENTDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTSTOTAL DISTURBED AREA = 29.0 ACCE104CE103CE101CE102 MATCH LI N E MATCH LIN EMATCH LINEMATCH LINE9" 13" 23" 17 " 19" 9" 19" 15" 6" 6" 11" 12 " 13" 11" 12" 13" 12 " 14 " 4" 6 " 4" 5 " 20" 16" 15"12" 12"12 " 9" 13" 12 " 13 " 12" 16" 4" 5 " 5 " 16 " 13" 12" 1 2 " 12" 12 " 13 " 16 " 4" 6 " 16" 12" 20" 15" 13" 16 " 17 " 14 " 12"12" 13 " 13" 12" 20 " 4" 4" 5 " 9" 15 " 9" 15" 12" 12" 14" 8" 16"16" 17" 12 " 9" 15" 13 " 14 " 14" 15 " 5"12" 5" 9 " 21 " 12" 13" 13" 17 " 15 " 12" 12" 8" 12" 13 " 8" 15" 12" 13" 13" 12 " 13" 13 " 8" 1 2 " 1 5 " 15" 7" 1 3 " 11"12"8"17"17"10"13"19"9"8"20"9"8"28"13"11"10"12"12"12"15"11"8"9"12"17"8"32"13"20"12"14"9"19"10"8"11"23"18"11"21"13"21"19'10"9"8"10"15"12"10"13"21"33"40"65"19"19"9"14"17"16"9"11"17"8"18"14"26" 15 " 8"12" 18" 18"12"11" 9" 8"12 " 10 " 14 "11" 20 " 10" 13 " 14 " 15"9"N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP EPHEMERAL(AGRICULTURAL DITCH)EPHEMERAL(AGRICULTURAL DITCH)W W W W W WWWWWWWWWWWWW W W WWW SILT FENCE TO BE PLACED AT THE LIMITS OF DISTURBANCE.LIMITS OF DISTURBANCESILT FENCE TO BE PLACED AT THE LIMITS OF DISTURBANCE.SHOWN OFFSET HERE FOR CLARITY. TYPICAL FOR ALLSILT FENCE - 12PROPERTY BOUNDARY3531 32 3334 36333333 3432 343536 3737363534 33 3435 36 3636 363535 36 363434 35 3231 3029 DITCH PLUGDITCH PLUGTSB-3CE104091"=60'N/ASEDIMENT EROSION CONTROL ENLARGEMENTDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTSTOTAL DISTURBED AREA = 29.0 ACCE104CE103CE101CE102 N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 2780N/FPACIFIC CREST MANAGEMENT LLCPIN: R02500-002-028-000N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FAMPCO INCPIN: R01817-002-003-000DB 5890, PG 343N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNORTH CAROLINA STATEOFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909CN/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599SEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9DIRT ROAD XWE T LA ND S " A "WETLANDS "C" BLUE CLAY RO A D60' PUBLIC RIG H T - O F - W A Y DB 808 PG 475 JUVENILE CENTER ROADNCSR 202560' PUBLIC RIGHT-OF-WAYMB 54 PG 549145' PROGRE S S E N E R G Y EASEMENTDB 311, PG 39 0 DB 563, PG 9 9 MB 54 PG 349 N43°11'59"E 370.51' (TIE)EXISTING60' RIGHT-OF-WAYDB 5274 PG 257EXISTING60' RIGHT-OF-WAYDB 5274 PG 257MAIN ROAD(60' PUBLIC R/W)MAIN ROAD(60' PUBLIC R/W)SIDE ROAD(60' PUBLIC R/W) CONNECT O R R O A D (60' PUBLIC R / W ) CONNECTOR ROAD(60' PUBLIC R/W)SCM NO. 4(WET POND)SCM NO. 2(WET POND)SCM NO. 1(WET POND)SCM NO. 3(WET POND)MATCH LI N E MATCH LIN E MATCH LI N E MATCH LI N E MATCH LINEMATCH LINEMATCH LINEMATCH LINE50-FTVEGETATEDSETBACK50-FTVEGETATEDSETBACKEXISTING CFPUAUTILITY EASEMENTDRAINAGEEASEMENTDRAINAGEEASEMENTDRAINAGEEASEMENTDRAINAGEEASEMENTDRAINAGEEASEMENTDRAINAGEEASEMENTUTILITYEASEMENTNEW HANOVER COUNTYEMERGENCY LOGISTICSCENTER - UNDERDESIGN BY OTHERS10' NON-MUNICIPALEASEMENT10' NON-MUNICIPALEASEMENT10' NON-MUNICIPALEASEMENT10' NON-MUNICIPALEASEMENTUTILITYEASEMENT25' WETLAND SETBACK25' WETLAND SETBACKZONED: I-1LAND USE:UNDEVELOPEDZONED: I-1LAND USE:UNDEVELOPEDZONED: I-1LAND USE:UNDEVELOPEDZONED: I-1LAND USE:UNDEVELOPEDZONED: I-2LAND USE:UNDEVELOPEDZONED: I-2LAND USE:CONSTRUCTIONSERVICE ANDSUPPLIESZONED: I-1LAND USE:UNDEVELOPEDZONED: I-2LAND USE:GOVERNMENTALZONED: I-2LAND USE:WAREHOUSEZONED: I-2LAND USE:UNDEVELOPEDZONED: I-2LAND USE:HORTICULTUREZONED: I-1LAND USE:OFFICE ANDPROFESSIONALZONED: I-2LAND USE:GOVERNMENTALZONED: I-3LAND USE:GOVERNMENTALZONED: I-2LAND USE:RETAILNO ZONING,RR USEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CS100101"=150'N/AOVERALL SITE PLANLEGEND AND NOTES1OVERALL SITE PLAN20SCALE: 1"=150' (Horiz.)300'150'150'NOTES:WETLAND INFORMATION BASED ON THE DELINEATION CONDUCTED FORJURISDICTIONAL DETERMINATION SAW-201-000891 08.10.18.SOILS INFORMATION BASED ON INFORMATION INCLUDED IN THEGEOTECHNICAL ENGINEERING REPORT PREPARED BY ECS SOUTHEAST, LLPDATED 10.15.2021.DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING INACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED DEVELOPMENTORDINANCE, SECTION 6.3.ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS DRAINAGEAND/OR UTILITY EASEMENT.SITE DATA TABLEGENERAL INFORMATIONPROPERTY OWNER:NEW HANOVER COUNTYPARCEL ID:R02600-002-005-00, R02600-002-005-003,R01800-007-001-000CURRENT ZONING:I-2 (HEAVY INDUSTRIAL)TOTAL ACREAGE:119.73 AC (5,215,538 SF)PROPOSED USE:I-2ADDRESS:4101 BLUE CLAY ROAD TT C 8 1 5 8 1 32. 8 1 T T C P 3 3 GGGGGGGGGGGGGGGT T T 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN 15'' SAN S S S OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP XUGT UGTWWWWWWWWWWWWWWUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOWE T L A ND S " A " 5003535.62WM5004334.93PNPG B50-FTVEGETATEDSETBACKPROPOSED R/W(TYP)PROPOSED 10-FTNON-MUNICIPALEASEMENT (TYP)N/FNORTH CAROLINA STATE OFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDING INCPIN: R02600-002-006-000DB 5361, PG 909N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FD. WEBSTER TRASK, TRUSTEE D. WEBSTER TRASK REVOCABLE TRUST PIN: R02600-003-003-000DB 6026, PG 2780 EXISTING CFPUAUTILITY EASEMENTCONNECTOR ROAD(60' PUBLIC R/W)PROPERTY BOUNDARY(TYP)24.00'60.00'MATCH LINEMATCH LINE MATCH LINEMATCH LINEN61° 26' 41.24"E1128.306'R28.00'50-FTVEGETATEDSETBACKDRAINAGEEASEMENTNEW HANOVER COUNTYEMERGENCY LOGISTICS CENTER- UNDER DESIGN BY OTHERSUTILITY EASEMENTSCM NO.2(WET POND)SCM NO.1(WET POND)EXISTING PARCEL LINEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CS101111"=60'N/AENLARGED SITE PLANKEY MAPSCALE: NTS0SCALE: 1"=60' (Horiz.)120'60'60' OHP OHP 15'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPX XUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGTEXISTING60' RIGHT-OF-WAYDB 5274 PG 25750-FT VEGETATED SETBACKPROPOSED SANITARY SEWERPUMP STATION W/EASEMENTPROPOSED R/W (TYP)PROPOSED 10-FTNON-MUNICIPALEASEMENT (TYP)N/FD. WEBSTER TRASK, TRUSTEE D. WEBSTER TRASK REVOCABLE TRUST PIN: R02600-003-003-000 DB 6026, PG 2780N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117MAIN ROAD(60' PUBLIC R/W)CONNECTOR ROAD(60' PUBLIC R/W)50-FT VEGETATED SETBACKPROPERTY BOUNDARY(TYP)R50.00'R48 . 0 0 ' R2 8 . 0 0 'R28.00'24.00'60.00'24.00' 60.00' MATCH LINEMATCH LINE MATCH LINEMATCH LINEL=47.2,R=500.0D=5.4102N35° 16' 17.96"W376.998'L=55.9,R=352.5D=9.0780N40° 40' 54.56"W1041.628'N49° 16' 05.27"E 387.658'L =1 8 7 .4 ,R =2 6 5 .0D=4 0 .5 0 7 6 N8° 45' 37.78"E252.557'L =3 0 8 .0 ,R =3 3 5 .0D=5 2 .6 8 4 3 DRAINAGEEASEMENTDRAINAGEEASEMENTSCM NO.3(WET POND)SCM NO.4(WET POND)SCM NO.2(WET POND)SCM NO.1(WET POND)PROPOSED 10-FTNON-MUNICIPALEASEMENT (TYP)DRAINAGEEASEMENTDRAINAGEEASEMENTPROPOSED 10-FTNON-MUNICIPALEASEMENT (TYP)DRAINAGEEASEMENTUTILITY EASEMENTDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CS102121"=60'N/AENLARGED SITE PLAN0SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9WETLANDS"C"EXISTING60' RIGHT-OF-WAYDB 5274 PG 257PROPOSED 10-FTNON-MUNICIPALEASEMENT (TYP)PROPOSED R/W(TYP)PROPOSED 10-FTNON-MUNICIPALEASEMENT (TYP)N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825MAIN ROAD(60' PUBLIC R/W)SIDE ROAD(60' PUBLIC R/W)PROPERTY BOUNDARY(TYP)EXISTING CFPUAUTILITY EASEMENT24.00'60.00'MATCH LI N E MATCH LIN E MATCH LINEMATCH LINES49° 19' 05.44"W 834.719'N40° 40' 54.56"W789.611'L=47.2,R=500.0D=5.4102R53.00'R53.00 'SCM NO.3(WET POND)DRAINAGEEASEMENTDRAINAGEEASEMENTDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CS103131"=60'N/AENLARGED SITE PLAN0SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP 5 0 0 4 3 3 4 . 9 3 P N PG BN/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599SCM NO.3(WET POND)EXISTING CFPUAUTILITY EASEMENTCONNECT O R R O A D (60' PUBLIC R / W )EXISTING CFPUAUTILITY EASEMENTPROPERTY BOUNDARY(TYP)24.00'60.00'MATCH LI N E MATCH LIN EMATCH LINEMATCH LINEN61° 26' 41.2 4 " E 1128.306'DRAINAGEEASEMENTWETLANDS"C"DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CS104141"=60'N/AENLARGED SITE PLAN0SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 2780N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FAMPCO INCPIN: R01817-002-003-000DB 5890, PG 343N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNORTH CAROLINA STATEOFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C GGGGGGT TN/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117T 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPX WWWWWUFOUFOUFOUFOUFOUGT UGT UGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTUGT UFOUFOUFOUFOUFOP E R ENN I A L S T R E AM P ER E NN I A L S T R E AM PERENNIALSTREAMPERENNIALSTREAMWE T L AN D S " A "WETLANDS "C"N43°11'59"E 370.51' (TIE)W WWWWWWWWWWWWWMAIN ROAD(60' PUBLIC R/W)MAIN ROAD(60' PUBLIC R/W)SIDE ROAD(60' PUBLIC R/W) CONNECT O R R O A D (60' PUBLIC R / W ) CONNECTOR ROAD(60' PUBLIC R/W)SCM NO. 4(WET POND)SCM NO. 2(WET POND)SCM NO. 1(WET POND)SCM NO. 3(WET POND)MATCH LI N E MATCH LI N E MATCH LI N E MATCH LIN E MATCH LINEMATCH LINEMATCH LINEMATCH LINENHC ELECTRIC SITEUNDER DESIGN BY OTHERSOVERALL GRADING PLAN2DESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338LEGEND AND NOTES10SCALE: 1"=150' (Horiz.)300'150'150'CG100151"=150'N/AOVERALL GRADING PLAN N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C GGGGGGGGGGGGGGGT T T 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN 15'' SAN S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP XUGT UGTWWWWWWWWWWWWWWUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOP ER E NN I A L S T R E AM PERENNIAL STREAMPERENNIALSTREAMWE T L ANDS " A "WE T L A N D S "B " WWWWWWWWMATCH LINEMATCH LINE MATCH LINEMATCH LINE353433 36 36 30 31 25302324262728293132322530232426272829313232313029PROPERTY BOUNDARY (TYP)CONNECTOR ROAD(60' PUBLIC R/W)SCM NO. 2(WET POND)SCM NO. 1(WET POND)36" CLASS-IV RCP84 LF @ 0.50%INV IN= 25.50INV OUT= 25.0836" CLASS-IV RCP85 LF @ 0.50%INV IN= 25.00INV OUT= 24.5736" CLASS-IV RCP85 LF @ 0.50%INV IN= 25.00INV OUT= 24.5750-FT VEGETATIVESETBACK50-FT VEGETATIVESETBACKPERM POOL ELEV. 28'PERM POOL ELEV. 28'CG101161"=60'N/AGRADING PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338KEY MAPSCALE: NTS0SCALE: 1"=60' (Horiz.)120'60'60' OHP OHP N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 278015'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPX XUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGT PERENNIAL STREAM P ERE NN I A L S T R E AM EXISTING60' RIGHT-OF-WAYDB 5274 PG 257MATCH LINEMATCH LINE MATCH LINEMATCH LINE3333343536 3 7 3 8 39383736333231 3637 353433323125 30 30 23 24 26 27 28 29 31 31 32 32 313232313029232425262728242526272829303132323123 25 26 27 28 29 303132 32 31 3030 3131 323131323232333331 30 3 0 29 29 31 31 3 1 30 302929 3131 32 33 34 35 33 34PROPERTY BOUNDARY (TYP)MAIN ROAD(60' PUBLIC R/W)CONNECTOR ROAD(60' PUBLIC R/W)SCM NO. 4(WET POND)SCM NO. 3(WET POND)24" CLASS-IV RCP81 LF @ 0.50%INV IN= 28.00INV OUT= 27.5948" CLASS-IV RCP278 LF @ 0.50%INV IN= 28.25INV OUT= 26.8648" CLASS-IV RCP275 LF @ 0.50%INV IN= 28.25INV OUT= 26.8824" CLASS-IV RCP81 LF @ 0.50%INV IN= 28.00INV OUT= 27.5924" CLASS-IV RCP78 LF @ 1.25%INV IN= 29.89INV OUT= 28.9248" CLASS-IV RCP66 LF @ 0.27%INV IN= 26.10INV OUT= 25.9242" CLASS-IV RCP65 LF @ 1.54%INV IN= 28.30INV OUT= 27.3048" CLASS-IV RCP221 LF @ 0.50%INV IN= 25.87INV OUT= 24.7748" CLASS-IV RCP222 LF @ 0.50%INV IN= 25.91INV OUT= 24.8048" CLASS-IV RCP198 LF @ 0.50%INV IN= 26.86INV OUT= 25.8748" CLASS-IV RCP195 LF @ 0.50%INV IN= 26.88INV OUT= 25.9148" CLASS-IV RCP278 LF @ 0.50%INV IN= 28.25INV OUT= 26.8648" CLASS-IV RCP275 LF @ 0.50%INV IN= 28.25INV OUT= 26.88SDMH-3RIM=34.11'INV IN NW=26.86'INV OUT SW=26.86'SDMH-1RIM=34.13'INV IN NW=26.88'INV OUT SW=26.88'SDMH-4RIM=33.12'INV IN NE=25.87'INV OUT S=25.87'SDMH-2RIM=33.16'INV IN NE=25.91'INV OUT S=25.91'50-FT VEGETATIVESETBACK50-FT VEGETATIVESETBACKPROPOSED DIVERSIONDITCH - 1PROPOSED DIVERSIONDITCH - 2PROPOSEDDIVERSIONDITCH - 3PERM POOL ELEV. 28'PERM POOL ELEV. 28'PERM POOL ELEV. 31'SCM NO. 2(WET POND)PERM POOL ELEV. 28'SCM NO. 1(WET POND)DI-2RIM=28.47'INV IN E=25.76'INV OUT NW=24.51'FES-3RIM=26.25'INV IN SE=24.20'DI-1RIM=28.71'INV OUT W=26.00'18" CLASS-IV RCP48 LF @ 0.50%INV IN= 26.00INV OUT= 25.7632 33 3332 24" CLASS-IV RCP61 LF @ 0.50%INV IN= 24.51INV OUT= 24.20CG102171"=60'N/AGRADING PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTSI:\00494\0039\PDNR\80-Drawings\CG101_004940039.dwg, XX CG102, 1/3/2022 3:14:42 PM WILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9WETLANDS"C"EXISTING60' RIGHT-OF-WAYDB 5274 PG 257W W WWWWWWWW MATCH LI N E MATCH LIN E MATCH LINEMATCH LINE3737 3534333336 3026272829 31 32 33353532323333343432323333343435 30 302929 3131PROPERTY BOUNDARY (TYP)PROPERTY BOUNDARY (TYP)EXISTING CFPUA UTILITY EASEMENTMAIN ROAD(60' PUBLIC R/W)SIDE ROAD(60' PUBLIC R/W)SCM NO. 3(WET POND)48" CLASS-IV RCP278 LF @ 0.50%INV IN= 28.25INV OUT= 26.8648" CLASS-IV RCP275 LF @ 0.50%INV IN= 28.25INV OUT= 26.8818" CLASS-IV RCP48 LF @ 0.50%INV IN= 33.90INV OUT= 33.66PROPOSED DIVERSIONDITCH - 4PROPOSEDDIVERSIONDITCH - 3PERM POOL ELEV. 31'32 33 3332 36 3534343536 3 4 3 5 36 333534CG103181"=60'N/AGRADING PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP W W W W W WWWWWWWWWWWWW W W WWW MATCH LI N E MATCH LIN EMATCH LINEMATCH LINE35 34 33 36303526262728293132333433PROPERTY BOUNDARY (TYP)PROPERTY BOUNDARY (TYP)EXISTING CFPUA UTILITY EASEMENTCONNECT O R R O A D (60' PUBLIC R / W )48" CLASS-IV RCPPERM POOL ELEV. 31'SCM NO. 3(WET POND)CG104191"=60'N/AGRADING PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 2780N/FPACIFIC CREST MANAGEMENT LLCPIN: R02500-002-028-000N/FW3 CAPE FEAR LLCPIN: R02500-002-028-000DB 5780, PG 236N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948N/FWILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 950N/FSAFRIT CHARLOTTE A ET ALPIN: R01817-002-004-000DB 6076, PG 98N/FAMPCO INCPIN: R01817-002-003-000DB 5890, PG 343N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599N/FNORTH CAROLINA STATEOFPIN: R01800-007-001-004DB 5852, PG 2598MB 54, PG 349N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C GGGGGGT TN/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-012-000DB 5937, PG 830N/FBLUE CLAY WAREHOUSING I, LLC.PIN: R02600-002-011-000DB 5937, PG 825N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-001DB 9907, PG 117N/FPAUL G. BURTON HEIRSPIN: R02600-002-005-002DB 9907, PG 117T 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN S S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHPSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9OHPOHPOHPOHPOHPOHPOHPOHPX WWWWWUFOUFOUFOUFOUFOUGT UGT UGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGTUGT UFOUFOUFOUFOUFOP ER E N N IA L S TR E AM P ER EN N I A L S TR E AM PERENNIALSTREAMPERENNIALSTREAMWE T LA ND S " A "WETLANDS "C"N43°11'59"E 370.51' (TIE)EXISTING60' RIGHT-OF-WAYDB 5274 PG 257EXISTING60' RIGHT-OF-WAYDB 5274 PG 257W WWWWWWWWWWWWW 50-FT VEGETATED SETBACKMATCH LI N E MATCH LIN E MATCH LI N E MATCH LI N E MATCH LINEMATCH LINEMATCH LINEMATCH LINECONNECTPROPOSEDFORCE MAIN TOEXISTINGSEWER50-FT VEGETATED SETBACKEXISTINGCFPUA UTILITYEASEMENTSCM NO. 4(WET POND)SCM NO. 2(WET POND)SCM NO. 1(WET POND)SCM NO. 3(WET POND)PUMP STATION(SEE OFFSITEUTILITY PLANFOR DETAILS)R/W (TYP)10' NON MUNICIPALEASEMENT (TYP)PROPOSED UTILITYEASEMENTPROPOSED 16" WM(SEE OFFSITE UTILITYPLANS)PROPOSED UTILITIES LEGENDWATER LINEFIRE HYDRANTWATER VALVEWATER METERWATER CROSSINGWATER BLOW-OFFWATER TEESANITARY SEWERSANITARY SEWER MANHOLESANITARY SEWER CLEAN OUTSANITARY FORCE MAINPUBLIC UTILITY EASEMENTCU100201"=150'N/AOVERALL UTILITY PLANDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338LEGEND AND NOTES1OVERALL UTILITY PLAN20SCALE: 1"=150' (Horiz.)300'150'150' N/FPOWELL BAIL BONDINGINCPIN: R02600-002-006-000DB 5361, PG 909TT C GGGGGGGGGGGGGGGT T T 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN 15'' SAN15'' SAN 15'' SAN 15'' SAN 15'' SAN S S S N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHPOHPOHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP XUGT UGTWWWWWWWWWWWWWWUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOUFOWE T L ANDS " A " WWWWWWWWCONNECTOR ROAD(60' PUBLIC R/W)SCM NO. 2(WET POND)SCM NO. 1(WET POND)MATCH LINEMATCH LINE MATCH LINEMATCH LINE8" C-900 410.22'8" C-900 365.72'JUVENILE CENTER ROAD60' PUBLIC RIGHT-OF-WAYBLUE CLAY ROAD60' PUBLIC RIGHT- O F - W A Y50-FT VEGETATEDSETBACK60' RIGHT OF WAY10' NON-MUNICIPAL EASEMENTEXISTING CFPUAUTILITYEASEMENTPROPOSED 16" PVC C-900 WATER MAINPROPOSED 8" PVC C-900 SANITARY SEWERPROPERTY BOUNDARY (TYP)CONNECT TOEXISTING 16"WATER MAIN(1) 16"x16" MJ TEE(2) 16" GVFHA (TYP)EXISTING 16"WATER MAINPROPOSED 16" WATER MAIN(SEE OFFSITE UTILITY PLAN)20' UTILITY EASEMENT(SEE OFFSITE UTILITY PLANS)TIE TO EXISTINGUSING A 16X6 TS & V40.00'RELOCATEDFHA (TYP)RELOCATEEXISTING FHACU101211"=60'N/AUTILITY PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338KEY MAPSCALE: NTS0SCALE: 1"=60' (Horiz.)120'60'60' OHP OHP N/FD. WEBSTER TRASK, TRUSTEED. WEBSTER TRASK REVOCABLE TRUSTPIN: R02600-003-003-000DB 6026, PG 278015'' SAN 15'' SAN 15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN15'' SAN OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPX XUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGTUGT UGT UGT UGT UGT UGT UGT UGTUGTUGT UGT UGTEXISTING60' RIGHT-OF-WAYDB 5274 PG 257MAIN ROAD(60' PUBLIC R/W)CONNECTOR ROAD(60' PUBLIC R/W)SCM NO. 4(WET POND)SCM NO. 3(WET POND)MATCH LINEMATCH LINE MATCH LINEMATCH LINE8" C-900 150.01'8" C-900 158.29'8" C-900 292.42'8" C-900 94.50'8" C-900 418.26'8" C-900 400.57'8" C-900 378.32'8" C-900 376.32'8" C-900 317.66'8" C-900 394.43'8" C-900 60.67'BLUE CLAY ROAD 60' PUBLIC RIGHT-OF-WAY PUMP STATION(SEE OFFSITEUTILITY PLANS)50-FT VEGETATED SETBACK50-FT VEGETATED SETBACKCONNECT PROPOSEDFORCE MAIN TOEXISTING SEWER60' RIGHT OF WAY10' NON-MUNICIPAL EASEMENT60' RIGHT OF WAY10' NON-MUNICIPAL EASEMENT60' RIGHT OF WAY10' NON-MUNICIPALEASEMENTPROPOSED 16" PVC C-900 WATER MAINPROPOSED 8" PVC C-900 SANITARY SEWERPROPOSED 4" FORCEMAIN (SEE OFFSITEUTILITY PLANS)PROPOSED 16" PVCC-900 WATER MAINPROPOSED 8" PVC C-900SANITARY SEWERPROPOSED 4"FORCE MAIN(BY OTHERS)PROPERTY BOUNDARY (TYP)CONNECT TO 16" WATER MAIN(1) 16"x16" MJ TEE(1) 16" GV (BY OTHERS)(1) 16" GV16" WATER MAIN (SEE OFFSITE UTILITY DETAILS)FHA (TYP)(1) 16"x16" MJ TEE(1) 16" GV(1) 12" GV(1) 16"x12" REDUCER20' UTILITY EASEMENT (SEE OFFSITE UTILITY DETAILS)FHA (TYP)2 @ 45°MJ BENDSPROPOSED 16" PVC C-900 WATER MAINPROPOSED 12" PVCC-900 WATER MAINFHA (TYP)FHA (TYP)CU102221"=60'N/AUTILITY PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS WILHEIT PHILIP APIN: R01817-002-001-000DB 2486, PG 948OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPSEABOARD COASTLINE RAILROAD130' RIGHT-OF-WAYMB 49, PG 9WETLANDS"C"EXISTING60' RIGHT-OF-WAYDB 5274 PG 257W W WWWWWWWW MAIN ROAD(60' PUBLIC R/W)SIDE ROAD(60' PUBLIC R/W)SCM NO. 3(WET POND)MATCH LI N E MATCH LIN E MATCH LINEMATCH LINE8" C-900 417.35'8" C-900 417.37'8" C-900 418.50'8" C-900 418.26'60' RIGHT OF WAY10' NON-MUNICIPAL EASEMENT60' RIGHT OF WAY10' NON-MUNICIPALEASEMENTPROPOSED 16" PVCC-900 WATER MAINPROPOSED 8" PVC C-900SANITARY SEWEREXISTING CFPUAUTILITY EASEMENTPROPERTY BOUNDARY (TYP)PROPOSED 12" PVC C-900 WATER MAINPROPOSED 8" PVC C-900 SANITARY SEWERPROPOSED 12" PVC C-900 WATER MAINPROPOSED 8" PVC C-900 SANITARY SEWERFHA (TYP)(1) 12" GVFHA (TYP)FHA (TYP)CU10323UTILITY PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS1"=60'N/A N/FNEW HANOVER COUNTYPIN: R01800-007-001-000DB 459, PG 599OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHP OHP OHP OHP OHP OHP OHP OHP W W W W W WWWWWWWWWWWWW W W WWW CONNECT O R R O A D (60' PUBLIC R / W ) MATCH LI N E MATCH LIN EMATCH LINEMATCH LINESCM NO. 3(WET POND)8" C-900 410 . 2 2 ' 8" C-900 365 . 7 2 '60' RIGHT OF WAY10' NON-MUNICIPAL EASEMENTEXISTING CFPUAUTILITYEASEMENTPROPERTY BOUNDARY (TYP)FHA (TYP)40.00'EXISTING CFPUAUTILITY EASEMENTCU10424UTILITY PLAN ENLARGEDDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380SCALE: 1"=60' (Horiz.)120'60'60'KEY MAPSCALE: NTS1"=60'N/A OHPOHPOHPXXXUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT8" C-900 378.32'8" C-900 376.32'8" C-900 317.66'8" C-900 394.43'SSMH-10SSMH-9SSMH-8SSMH-2PROPOSED60' R/W (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)MAIN ROAD(60' PUBLIC R/W)BLUE CLAY ROAD(60' PUBLIC R/W)PROPOSED 16" PVCC-900 WATER MAINPROPOSED 8" PVC C-900SANITARY SEWERPROPOSED 4" FM(SEE OFFSITE UTILITY PLANS)PROJECTBOUNDARYFHA (TYP)(1) 16"x16" MJ TEE(2) 16" GV20' PROPOSEDUTILITY EASEMENTCONNECTOR ROAD(60' PUBLIC R/W)(1) 16"x16" MJ TEE(1) 16" GV(1) 12" GV(1) 16"x12" REDUCERFHA (TYP)363738393 8 3 7 37 36PROPOSED 12" PVCC-900 WATER MAIN(2) @ 45°MJ BENDSPROPOSED 16" PVCC900 WATER MAIN34 35 363536 363534343537363737363535 36 35 35 353437383937383736 36 36 363736 353637 36 353536PROPOSED DRAINAGEEASEMENTFHA (TYP)1520253035404550152025303540455010+0034.1835.6411+0035.2635.3912+0035.3935.5313+0035.7035.98 14+0036.32 36.68 15+0036.81 36.77 16+0036.83 37.07 17+0037.22 37.27 18+0037.54 37.59 19+0037.56 37.54 20+0037.39 37.14 21+0036.86 36.73 22+0035.71 22+5035.35 318LF 8"C900@ 0.40%376LF 8"C900@ 0.40%378LF 8"C900@ 0.60%SSMH-2 STA = 21+30.96 RIM = 37.56'INV IN = 24.24' (SSMH-8) INV IN = 22.36' (SSMH-3) INV OUT = 22.36' SSMH-8 STA = 17+52.63 RIM = 38.62'INV IN = 26.51' (SSMH-9) INV OUT = 26.51' SSMH-9STA = 13+76.31RIM = 36.74'INV IN = 28.02' (SSMH-10) INV OUT = 28.02' SSMH-10STA = 10+58.65RIM = 35.96'INV OUT = 29.29'NCDOTRIGHT-OF-WAYAPPROX. C/LBLUE CLAYROADPROPOSED 16"C900 WATER MAINPROPOSED 16" C900WATER MAINPROPOSED 12" C900WATER MAIN16" GATE VALVEDIP WATER UNDERPROPOSED DITCH16"x12" REDUCER12" GATE VALVEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-43380HORIZONTAL SCALE: 1"=40' (Horiz.)80'40'40'0SCALE: 1"=4' (Vert.)8'4'-4'CU701251" = 40'1" = 4'PLAN & PROFILE MAIN ROADSTA. 10+00 TO 22+50MATCHLINE SEE CU702 STA. 22+50EXISTINGGRADEPROPOSEDGRADE3' MIN. COVERMAIN ROAD(60' PUBLIC R/W)MATCHLINE SEE CU704 OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP42" CLASS-IV RCP65.00 LFINV IN= 28.30INV OUT= 27.30MAIN ROAD(60' PUBLIC R/W)8" C-900 418.50'8" C-900 418.26'8" C-900 400.57'SSMH-3SSMH-4SSMH-518" CLASS-IV RCP48.00 LFINV IN= 33.90INV OUT= 33.6636353433 33343536 SIDE ROAD(60' PUBLIC R/W)34333231303031323334353636 35 34343536 36 35 353434 33 34 34 33 3130293131323131323333 32313036FHA (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)50-FT VEGETATEDSETBACKPERENNIALSTREAMPROPOSED 12" PVCC-900 WATER MAINPROPOSEDR/W (TYP)EXISTING 145' DUKEENERGY EASEMENTPROPOSED 8" PVCC-900 SANITARY SEWERPROPOSED60' R/WPROJECTBOUNDARY323435 3636 36 36363536353334323136353431323334303329323334 353534333231303028282929313131 3131343031323235363536FHA (TYP)12" GATE VALVEPROPOSEDDRAINAGEEASEMENTPROPOSEDDRAINAGEEASEMENT1520253035404550152025303540455022+5035.3523+0034.8134.2324+0033.7033.0425+0032.5528.8226+0031.09 31.38 27+0031.74 32.11 28+0032.55 32.93 29+0033.34 33.83 30+0034.26 34.89 31+0035.34 35.46 32+0035.57 35.52 33+0035.58 35.93 33+68.435.76 418LF 8"C900@ 0.40%401LF 8"C900@ 0.40%418LF 8"C900@ 0.40%SSMH-4 STA = 29+49.86 RIM = 33.95'INV IN = 25.63' (SSMH-5) INV OUT = 25.63' SSMH-3STA = 25+31.54RIM = 33.14'INV IN = 23.96' (SSMH-4)INV OUT = 23.96'PROPOSED 12" PVC C900WATER MAINPROPOSED 12" PVC C900WATER MAIN20 LF CENTEREDUNDER CROSSINGDIP WATER MAINAT CROSSING18" MIN APPROX. LIMITSEXISTING DUKE ENERGYEASEMENTAPPROX. LOCATION50' VEGETATED SETBACK42" RCPDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338 MATCH LINE SHEET CU701 STA. 22+50 CU702261"=40'1"=4'PLAN & PROFILE MAIN ROADSTA. 22+50 TO 33+680HORIZONTAL SCALE: 1"=40' (Horiz.)80'40'40'0SCALE: 1"=4' (Vert.)8'4'-4'MATCHLINE SEE CU703MAIN ROAD(60' PUBLIC R/W)EXISTING GRADEPROPOSED GRADE 8" C-900 417.35'8" C-900 417.37'SIDE ROAD(60' PUBLIC R/W)MAIN ROAD(60' PUBLIC R/W)363737363 6 34 3333 353434 35353536 363535363635343 3343536 3 3 34 3635343433333534343636363536 36363636363534 353436 36 363637 3534 36 37 37 37 37 37 3636363635 3535333433 36363635363334 3736 36343636 3636363335333436353736353334PROPOSED60' R/W (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)PROPOSED 12" PVC C-900WATER MAINPROPOSEDR/W (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)PROPOSED 8" PVC C-900SANITARY SEWERFHA (TYP)PROJECTBOUNDARY12" GATE VALVEFHA (TYP)18" CLASS-IV RCP48.00 LFINV IN= 33.90INV OUT= 33.66SSMH-5SSMH-6SSMH-736353433 33 34 35 36PROPOSEDDRAINAGE EASEMENT1520253035404550152025303540455010+0035.7635.8611+0035.8235.8812+0035.7835.8613+0033.79 36.07 14+0035.99 35.90 15+0035.86 36.21 16+0036.33 36.04 17+0037.11 36.39 18+0036.46 18+5036.60 SSMH-6 STA = 33+68.36 RIM = 37.64'INV IN = 28.97' (SSMH-7) INV OUT = 28.97'18" RCP18" MINDIP WATER MAINAT CROSSINGSSMH-7 STA = 33+68.36 RIM = 36.33'INV OUT = 30.64' SSMH-5STA = 33+68.36RIM = 36.05'INV IN = 27.30' (SSMH-6)INV OUT = 27.30'417LF 8"C900@ 0.40%417LF 8"C900@ 0.40%PROPOSED 12" C900WATER MAIN12" GATE VALVEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338MATCHLINE SEE CU702CU703271"=40'1"=4'PLAN & PROFILE SIDE ROADSTA. 10+00 TO 18+500HORIZONTAL SCALE: 1"=40' (Horiz.)80'40'40'0SCALE: 1"=4' (Vert.)8'4'-4'SIDE ROAD(60' PUBLIC R/W)EXISTING GRADEPROPOSED GRADE OHPCONNECTOR ROAD ( 6 0 ' PUB L IC R /W ) MAIN ROAD(60' PUBLIC R/W)3130303132323130292930318" C-900 150.01'8" C -900 158 .29 ' 8 " C - 9 0 0 2 9 2 . 4 2 '8" C-900 94.50'8" C-900 394.43'8" C - 9 0 0 6 0 . 6 7 'PROPOSED60' R/W (TYP)PROPOSED16" PVC C-900WATER MAINPROPOSED60' R/W (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)PROPOSED 16" PVCC-900 WATER MAINPROPOSEDR/W (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)PROPOSED8" PVC C-900SANITARY SEWERPUMP STATION(SEE OFFSITE UTILITY PLANS)4" FM(SEE OFFSITE UTILITY PLANS)(1) 16"x16" MJ TEE(1) 16" GV(1) 12" GV(1) 16"x12" REDUCERFHA (TYP)PROPOSED12" PVC C-900WATER MAINSSMH-2SSMH-1SSMH-11SSMH-12SSMH-13SSMH-14SDMH-4SDMH-2SDMH-3SDMH-1DI-1DI-2FES-3Pipe - (2)24" CLASS-IV RCP78 LFINVV IN= 29.89INV OUT= 28.92Pipe - (3)48" CLASS-IV RCP66 LFINVV IN= 26.10INV OUT= 25.92Pipe - (7)48" CLASS-IV RCP278 LFINVV IN= 28.25INV OUT= 26.86Pipe - (4)48" CLASS-IV RCP275 LFINVV IN= 28.25INV OUT= 26.88Pipe - (9)48" CLASS-IV RCP221 LFINVV IN= 25.87INV OUT= 24.77Pipe - (6)48" CLASS-IV RCP222 LFINVV IN= 25.91INV OUT= 24.80Pipe - (8)48" CLASS-IV RCP198 LFINVV IN= 26.86INV OUT= 25.87Pipe - (5)48" CLASS-IV RCP195 LFINVV IN= 26.88INV OUT= 25.91Pipe - (21)18" CLASS-IV RCP48 LFINVV IN= 26.00INV OUT= 25.76Pipe - (22)24" CLASS-IV RCP61 LFINVV IN= 24.51INV OUT= 24.2038 3736353 4 33 32 31 31323337 363635343436373738373635343433 32313133 343 0 2 9 2 9 3 0 3 0 30313132323131302 9 2 93031323334 2 5 3 0 2 3 2 4 2 6 2 7 2 8 2 9 3 1 3 1 3 2 3 2 36 353433 32 3027282730 2728 30 3132 323130 28 28 29 3131 3030 293031 32 33 34 35 3637 PROPOSED 10'NON-MUNICIPAL EASEMENTPROPOSEDDRAINAGEEASEMENTPROPOSEDUTILITYEASEMENTFHA (TYP)1015202530354045101520253035404510+0036.7336.3311+0035.9635.9612+0035.6334.9713+0034.7834.49 14+0033.51 32.33 15+0031.53 30.84 16+0029.84 29.68 17+0029.99 30.14 18+0030.46 30.54 19+0030.98 31.26 20+0031.49 28.85 21+0031.82 21+5032.75 150LF 8"C900@ 0.40%158LF 8"C900@ 0.40%292LF 8"C900@ 0.40%394LF 8"C900@ 0.40%SSMH-2STA = 21+30.96RIM = 37.56'INV IN = 24.24' (SSMH-8)INV IN = 22.36' (SSMH-3)INV OUT = 22.36' SSMH-1 STA = 13+94.43 RIM = 34.62'INV IN = 20.78' (SSMH-2) INV OUT = 20.78' SSMH-11 STA = 15+31.37RIM = 32.41'INV IN = 22.83' (SSMH-12) INV OUT = 22.83' SSMH-12 STA = 18+23.96 RIM = 31.47'INV IN = 24.00' (SSMH-13) INV OUT = 24.00' SSMH-13STA = 19+83.77RIM = 32.27'INV IN = 24.63' (SSMH-14) INV OUT = 24.63' SSMH-14 STA = 21+35.05 RIM = 33.04'INV IN = 25.23' (SSMH-15) INV OUT = 25.23'18" MIN18" MIN18" MIN24" RCP(2) X 48" RCP48" RCPPROPOSED 16" PVCC-900 WATER MAINPROPOSED 16" PVCC-900 WATER MAIN61LF 8"C900@ 0.40%95LF 8"C900@ 0.40%EXISTING PUMP STATION STA = 22+20.55 RIM = 32.96'INV IN = 20.54' (SSMH-1) INV IN = 22.45' (SSMH-11)18" RCP18" MIN16" GATE VALVEDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CU704281"=40'1"=4'PLAN & PROFILE CONNECTOR ROADSTA. 10+00 TO 21+500HORIZONTAL SCALE: 1"=40' (Horiz.)80'40'40'0SCALE: 1"=4' (Vert.)8'4'-4'MATCH LINE SHEET CU705 STA. 21+50EXISTINGGRADEPROPOSEDGRADECONNECTOR ROAD(60' PUBLIC R/W)MATCH LINE SEE CU701MATCH LINE SEE CU702 GGGGOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPUCATVWWWUFOUFOUFOUFOUFOUFOWWWWWWWWWWWWPROPOSED60' R/W (TYP)PROPOSED10-FT NON-MUNICIPALEASEMENT (TYP)EXISTING DUKE ENERGYEASEMENT LINEEXISTING CFPUA 20-FTUTILITY EASEMENTEXISTING CFPUA 16"WATER MAINCONNECTOR ROAD(60' PUBLIC R/W)PROPOSED 16" PVCC-900 WATER MAINPROPOSED 8" PVCC-900 SANITARY SEWERWETLANDSSSMH-15SSMH-168" C-900 410.22'8" C-900 365.72'FHA (TYP)3334353636JUVENILE CE N T E R R O A D (60' PUBLIC R / W )RELOCATE FHA - TIE TOEXISTING WITH 16X6 TS & VRELOCATE EXISTING FHA.TIE TO EXISTING WITH 16X6 TS & V40.00'3635343332313 1 32333132333435363534343536343333323332333436PROPOSED NHC - ELC SITEDETERMINED BY OTHERS1520253035404550152025303540455021+5032.7522+0033.4333.6123+0033.5033.5624+0034.0234.1125+0033.75 34.56 26+0034.59 34.91 27+0035.01 35.57 28+0035.86 35.69 29+0035.98 36.08 30+0035.95 36.16 31+0035.72 36.15 32+0036.65 36.6332+63.436.95 410LF 8"C900@ 0.40%366LF 8"C900@ 0.40%SSMH-15STA = 25+00.77RIM = 34.88'INV IN = 26.69' (SSMH-16)INV OUT = 26.69' SSMH-16STA = 29+10.99 RIM = 36.65'INV OUT = 28.31'PROPOSED 16" PVCC900 WATER MAINDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338CU705291"=40'1"=4'PLAN & PROFILE CONNECTOR ROADSTA. 21+50 TO 32+640HORIZONTAL SCALE: 1"=40' (Horiz.)80'40'40'0SCALE: 1"=4' (Vert.)8'4'-4'MATCH LINE SHEET CU704 STA. 21+50EXISTINGGRADEPROPOSEDGRADE CONNECTOR ROAD(60' PUBLIC R/W) CE50130EROSION CONTROL DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338SCALE: NTSTEMPORARY SILT FENCE1SCALE: NTSTEMPORARY CONSTRUCTION ENTRANCE2SCALE: NTSSILT FENCE OUTLET3SCALE: NTSTREE PROTECTION SIGNAGE5SCALE: NTSGENERAL NOTES8SCALE: NTSROCK PIPE INLET PROTECTION4SCALE: NTSSEEDING AND STABILIZATION7NOTE (G.S. 113A-57 (2))THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSIONCONTROL DEVICES OR STRUCTURES. IN ANY EVENT,SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETIONOF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITHTEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAINEROSION.TREE PROTECTION NOTES:1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS.[18-457(b)]2.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. [18-458]3.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTIONREQUIREMENTS AND METHODS. [18-457(d)]4.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSEAREAS. [18-458]5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. [18-458]6.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)] AND ANY TREES IN ANY REQUIRED BUFFERS [18-456(b)] AREREQUIRED TO BE RETAINED.SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTERSEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IFSTAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER ISESTABLISHED.10.APPLY:AGRICULTURAL LIMESTONE - 2 TONS/ACREFERTILIZER - 1000 LBS/ACRE (10-10-10)SUPERPHOSPHATE - 500 LBS/ACRE (20%)MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRESCALE: NTSTEMPORARY TREE PROTECTION6NTSNTS CE50231EROSION CONTROL DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338SCALE: NTSTEMPORARY / PERMANENT DIVERSION DITCH1SCALE: NTSCHECK DAM / WATTLES2SCALE: NTSSKIMMER SEDIMENT BASIN4SCALE: NTSFAIRCLOTH SKIMMER5PLAN VIEWCROSS SECTIONSCALE: NTSRIPRAP OUTLET PROTECTION3NTSNTS CE50332EROSION CONTROL DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338SCALE: NTSNCG01 GROUND STABLIZATION AND MATERIALS HANDLING2NTSNTSSCALE: NTSNCG01 SELF-INSPECTION RECORDKEEPING AND REPORTING1SCALE: NTSDITCH PLUG3NOTES:1.BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OFCONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT OR ABOVE DESIGNGRADE AT ALL POINTS.2.LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING.3.CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM.TEMP.EARTHENBERM2' MIN. TOP AREA10%T.O.B.EXISTINGDITCH3:1 M A X I M U M 3:1 MAXIMUMSETTLEMENT2' ABOVESILT FENCE PROPOSED ROAD CENTER LINE12.00'12.00'2.00'4.00'2.00'4.00' RIGHT OF WAY RIGHT OF WAY 10 FT NON MUNICIPAL EASEMENT10.00'30.00'30.00'PROPOSED ROAD CENTER LINE2.00'4.00'2.00'4.00'RIGHT OF WAY RIGHT OF WAY 10 FT NON MUNICIPAL EASEMENT24.00'30.00'30.00'10.00'CS50133N/AN/ASITE AND STORM DRAINAGE DETAILSDESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338SCALE: NTSPRECAST CONCRETE ENDWALL DETAIL3SCALE: NTSCONNECTOR ROAD AND SIDE ROAD SECTION VIEW2SCALE: NTSMAIN ROAD SECTION VIEW1SCALE: NTSCONCRETE DROP INLET4SCALE: NTSDROP INLET FRAME AND GRATES5SCALE: NTSANCHORAGE FOR FRAMES6 253030232426272829313132322530262728293132323027282931321"=40'CN50134N/ADESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-433834N/ASCM 1 DETAIL10.0'POND 1 DETAILFOREBAY AND STORAGE POND SECTIONNOT TO SCALEPERMANENT POOL EL. 28.00'FOREBAY BOTTOM EL. 25.00'1POND BOTTOM EL. 23.00'12VEGETATED SHELF6:1 SLOPE TYP.OVERFLOW STRUCTURE(SEE DETAIL)SEE PLAN FORLOCATION & INVERT80.0 LF OF (2) 36" RCP @ 0.50%(ASTM C76 CLASS III PIPE)WITH "O" RING GASKET JOINTS (ASTM C361)CUTOFF TRENCHWITH 1:1SIDE SLOPES1.5' ALUMINUM ANTI-SEEPCOLLAR SPACED 5 FT BELOWCUTOFF TRENCH (TYP.)STORAGE EL. 24.00'TEMPORARY POOL EL. 29.00'2113TOP OF POND EL. 32.00'0.5 FT0.5 FTSEDIMENT STORAGE EL. 26.00'PERMANENT POOL EL. 28.00'INV 32.85'2121INV 25.00'FOREBAYMAIN BAYMIN 1 FT MIN 1 FT 2.00 FT 4.00 FT VEGETATED SHELF6:1 SLOPE TYP.3 FT6 FT3 FT1/3 LENGTH OF PIPE RUN3 FT1 FTFOREBAYMAIN BAY2:1 SLOPE BELOW VEGETATED SHELFOUTLET STRUCTURESEE DETAIL, THIS SHEET3:1 SLOPE ABOVE VEGETATED SHELFSECTION B-BWLAYER OF FILTER FABRICRIP RAPWLBMIBHNOTE: MINIMUM H=2/3NATURAL GRADEMIPIPE DIAMETERTOPPOND 1 OVERFLOW STRUCTURE Not to Scale6.0" ORIFICE INV 28.0'SIDEFRONTTRASH RACK#5 REBAR SPACED4" O.C.6.0" PVC SCH. 40 PIPE WITH 45 DEGBEND.1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN ANEMERGENCY.2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR THE VEGETATED SHELF.GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NOPLANTS SHALL BE PLANTED WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATEDSHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED. 3) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELFAROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUNDRISER FOR PVC PIPE INVERT.5) THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE ~ EL. ??.?? IN THE VICINITY OF THE WET DETENTION PONDWET DETENTION POND NOTES1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THEDISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETEROR CULVERT HEIGHT.3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THEAREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THESAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF ORTOE WALL AT THE DOWNSTREAM END.4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.MAXIMUM TAPER TO RECEIVING CHANNEL 5:15. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.NOTESRIP RAP APRON OUTLETSNOT TO SCALESTORM ELEVATIONSWET POND1.5" DEPTH = 29.00'DESIGN STORM1-YEAR = 29.38'10-YEAR = 30.07'25-YEAR = 30.35'50-YEAR = 30.63'100-YEAR = 30.98NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.(2) 36" RCPOUTLET BARRELEMERGENCY SPILLWAY SECTIONNot to ScaleEMERGENCY SPILLWAY WEIR EL. 31.0'TOP OF POND EL. 32.0'RIP-RAP EMERGENCY SPILLWAY12" THICK LAYER NCDOT CLASS B RIP-RAP(d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57STONE BEDDING WRAPPED WITH NON-WOVENFILTER FABRIC (SI GEOTEX 801 OR APPROVEDSUBSTITUTE)1331FOREBAY BERM EL = 27.5'La30.5 FTMAINTENANCE ACCESS10MAINTENANCE ACCESSFOREBAY10'36"3.0'10.0'4.0'(2) 36" CONCRETE PIPE INV.=25.00'PRECAST CONCRETE BOXRISER RIM EL.=29.00'36"36"36"TRASH RACK#5 REBAR SPACED 4" O.C.RIP RAP OUTLET PROTECTIONSEE DETAIL, THIS SHEET0SCALE: 1"=40'80'40'40'50' VEGETATIVE SETBACKDRAINAGE EASEMENTDRAINAGE EASEMENT 8113234.08WOOD PLATFORM 4X4X28113333.77WOOD PLATFORM 4X4X2OHPOHPOHP2530262728293131323225303026272829313132322 5 3 0 2 6 2 7 2 8 2 9 3 1 3232 1"=40'CN50235N/ADESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-433835N/ASCM 2 DETAIL10.0'POND 2 DETAILFOREBAY AND STORAGE POND SECTIONNOT TO SCALEPERMANENT POOL EL. 28.00'FOREBAY BOTTOM EL. 25.00'1POND BOTTOM EL. 23.00'12VEGETATED SHELF6:1 SLOPE TYP.OVERFLOW STRUCTURE(SEE DETAIL)SEE PLAN FORLOCATION & INVERT50.0 LF OF 36" RCP @ 0.50%(ASTM C76 CLASS III PIPE)WITH "O" RING GASKET JOINTS (ASTM C361)CUTOFF TRENCHWITH 1:1SIDE SLOPES1.5' ALUMINUM ANTI-SEEPCOLLAR SPACED 5 FT BELOWCUTOFF TRENCH (TYP.)SEDIMENT STORAGE EL. 24.00'TEMPORARY POOL EL. 29.00'2113TOP OF POND EL. 32.00'0.5 FT0.5 FTSEDIMENT STORAGE EL. 26.00'PERMANENT POOL EL. 28.00'INV 32.85'2121INV 25.50'FOREBAYMAIN BAYMIN 1 FT MIN 1 FT 2.00 FT 4.00 FT VEGETATED SHELF6:1 SLOPE TYP.3 FT6 FT3 FT1/3 LENGTH OF PIPE RUN3 FT1 FTFOREBAYMAIN BAY2:1 SLOPE BELOW VEGETATED SHELFOUTLET STRUCTURESEE DETAIL, THIS SHEET3:1 SLOPE ABOVE VEGETATED SHELFSECTION B-BWLAYER OF FILTER FABRICRIP RAPWLBMIBHNOTE: MINIMUM H=2/3NATURAL GRADEMIPIPE DIAMETER4 FTTRASH RACK#5 REBAR SPACED 4" O.C.TOP6'x6' REINFORCED CONCRETERISER BOX (ASTM C1433)POND 1 OVERFLOW STRUCTURE Not to Scale36" RCPOUTLET BARREL4.0" ORIFICE INV 28.0'RISER RIM EL. 29.50'SIDEFRONTTRASH RACK#5 REBAR SPACED4" O.C.OUTLET INV 25.5'4 FT4.0" PVC SCH. 40 PIPE WITH 45 DEGBENDTRASH RACK#5 REBAR SPACED4" O.C.1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN ANEMERGENCY.2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR THE VEGETATED SHELF.GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NOPLANTS SHALL BE PLANTED WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATEDSHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED. 3) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELFAROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUNDRISER FOR PVC PIPE INVERT.5)THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE ~ EL. ??.?? IN THE VICINITY OF THE WET DETENTION PONDWET DETENTION POND NOTES1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THEDISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETEROR CULVERT HEIGHT.3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THEAREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THESAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOEWALL AT THE DOWNSTREAM END.4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.MAXIMUM TAPER TO RECEIVING CHANNEL 5:15. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.NOTESRIP RAP APRON OUTLETSNOT TO SCALESTORM ELEVATIONSWET POND1.5" DEPTH = 29.0'DESIGN STORM1-YEAR = 29.41'10-YEAR = 30.10'25-YEAR = 30.38'50-YEAR = 30.64'100-YEAR = 30.94'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.36" RCPOUTLET BARRELEMERGENCY SPILLWAY SECTIONNot to ScaleEMERGENCY SPILLWAY WEIR EL. 31.0'TOP OF POND EL. 32.0'RIP-RAP EMERGENCY SPILLWAY12" THICK LAYER NCDOT CLASS B RIP-RAP(d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57STONE BEDDING WRAPPED WITH NON-WOVENFILTER FABRIC (SI GEOTEX 801 OR APPROVEDSUBSTITUTE)133120 FTFOREBAY BERM EL = 27.5'LaRIP RAP OUTLET PROTECTIONSEE DETAIL, THIS SHEETWEIR CUTOUT EL. 29.00'30.5 FT0.5 FT4' WEIR WIDTHMAINTENANCE ACCESSFOREBAY10 FTWETLANDS0SCALE: 1"=40'80'40'40'EMERGENCY SPILLWAYSEE DETAIL, THIS SHEETDRAINAGE EASEMENT OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP1 4 5 ' P R O G R E S S E N E R G Y E A S EM E N T D B 3 1 1 , P G 3 9 0 D B 5 6 3 , P G 9 9 M B 5 4 P G 3 4 9 WW3 0 3 5 3 5 2 8 2 9 3 1 3 2 3 3 3 4 3 6 3 6 30 35 2626 27 28 29 31 32 33 34 3628 28263131CN50336N/ADESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338361"=40'N/ASCM 3 DETAL10.0'POND 3 DETAILFOREBAY AND STORAGE POND SECTIONNOT TO SCALEPERMANENT POOL EL. 31.00'FOREBAY BOTTOM EL. 28.00'1POND BOTTOM EL. 26.00'12VEGETATED SHELF6:1 SLOPE TYP.OVERFLOW STRUCTURE(SEE DETAIL)SEE PLAN FORLOCATION & INVERT275.0 LF OF (2) 48" RCP @ 0.5%(ASTM C76 CLASS III PIPE)WITH "O" RING GASKET JOINTS (ASTM C361)CUTOFF TRENCHWITH 1:1SIDE SLOPES1.5' ALUMINUM ANTI-SEEPCOLLAR SPACED 5 FT BELOWCUTOFF TRENCH (TYP.)SEDIMENT STORAGE EL. 27.00'TEMPORARY POOL EL. 32.00'2113TOP OF POND EL. 35.00'0.5 FT0.5 FTSEDIMENT STORAGE EL. 29.00'PERMANENT POOL EL. 31.00'INV 32.85'2121INV 28.25'FOREBAYMAIN BAYMIN 1 FT MIN 1 FT 2.00 FT 4.00 FT VEGETATED SHELF6:1 SLOPE TYP.3 FT6 FT3 FT1/3 LENGTH OF PIPE RUN3 FT1 FTFOREBAYMAIN BAY2:1 SLOPE BELOW VEGETATED SHELFOUTLET STRUCTURESEE DETAIL, THIS SHEET3:1 SLOPE ABOVE VEGETATED SHELFSECTION B-BWLAYER OF FILTER FABRICRIP RAPWLBMIBHNOTE: MINIMUM H=2/3NATURAL GRADEMIPIPE DIAMETERPOND 1 OVERFLOW STRUCTURE Not to ScaleSIDETRASH RACK#5 REBAR SPACED4" O.C.8.0" PVC SCH. 40 PIPE WITH 45 DEGBEND.1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN ANEMERGENCY.2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR THE VEGETATED SHELF.GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NOPLANTS SHALL BE PLANTED WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATEDSHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED. 3) SOD SLOPES ABOVE THE PERMANENT POOL AROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELFAROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUNDRISER FOR PVC PIPE INVERT.5)THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE ~ EL. ??.?? IN THE VICINITY OF THE WET DETENTION PONDWET DETENTION POND NOTES1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THEDISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETEROR CULVERT HEIGHT.3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THEAREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THESAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOEWALL AT THE DOWNSTREAM END.4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.MAXIMUM TAPER TO RECEIVING CHANNEL 5:15. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.NOTESRIP RAP APRON OUTLETSNOT TO SCALESTORM ELEVATIONSWET POND1.5" DEPTH = 31.75'DESIGN STORM1-YEAR = 32.70'10-YEAR = 33.70'25-YEAR = 34.05'50-YEAR = 34.38'100-YEAR = 34.82'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.(2)48" RCPOUTLET BARRELEMERGENCY SPILLWAY SECTIONNot to ScaleEMERGENCY SPILLWAY WEIR EL. 34.50'TOP OF POND EL. 35.0'RIP-RAP EMERGENCY SPILLWAY12" THICK LAYER NCDOT CLASS B RIP-RAP(d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57STONE BEDDING WRAPPED WITH NON-WOVENFILTER FABRIC (SI GEOTEX 801 OR APPROVEDSUBSTITUTE)133140 FTFOREBAY BERM EL = 30.5'LaEMERGENCY SPILLWAYSEE DETAIL, THIS SHEET30.5 FTMAINTENANCE ACCESS10 FTMAINTENANCE ACCESSTOP8.0" ORIFICE INV 31.0'FRONT12.0'48"3.0'12.0'4.0'(2) 48" CONCRETE PIPE INV.=28.25'PRECAST CONCRETE BOXRISER RIM EL.=33.25'48"48"48"TRASH RACK#5 REBAR SPACED 4" O.C.FOREBAY0SCALE: 1"=40'80'40'40'DRAINAGE EASEMENT OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP2 5 3 0 2 3 2 4 2 6 2 7 2 8 2 9 3 1 3 1 3 2 3 2 25303 0 26272829313 1 3 2 3225302627282931313232CN50437N/ADESCRIPTIONSDATEREV.NO.REVISIONSSCALEHORIZONTAL:VERTICAL:M&C FILE NUMBERDRAWING NUMBERREVISIONSEALSTATUS:DRAWNPROJ. MGR. DESIGNEDCHECKEDDATE:MCE PROJ. #SEALwww.mckimcreed.comLicense: F-1222BLUE CLAY ROAD BUSINESS PARKNEW HANOVER COUNTY, NORTH CAROLINA00494-003901/03/2022BPD/HKADPS/BPDRAM/DPS/RASRAM243 North Front StreetPhone: (910)343-1048, Fax: (910)251-8282Wilmington, North Carolina 28401TRC SUBMITTALNEW HANOVER COUNTYFACILITIES MANAGEMENT200 DIVISION DRIVEWILMINGTON, NC 28401(910) 798-4338371"=20'N/ASCM 4 DETAIL10.0'POND 4 DETAILFOREBAY AND STORAGE POND SECTIONNOT TO SCALEPERMANENT POOL EL. 28.00'FOREBAY BOTTOM EL. 25.00'1POND BOTTOM EL. 23.00'12VEGETATED SHELF6:1 SLOPE TYP.OVERFLOW STRUCTURE(SEE DETAIL)SEE PLAN FORLOCATION & INVERT80.0 LF OF (2) 24" RCP @ 0.5%(ASTM C76 CLASS III PIPE)WITH "O" RING GASKET JOINTS (ASTM C361)CUTOFF TRENCHWITH 1:1SIDE SLOPES1.5' ALUMINUM ANTI-SEEPCOLLAR SPACED 5 FT BELOWCUTOFF TRENCH (TYP.)SEDIMENT STORAGE EL. 24.00'TEMPORARY POOL EL. 29.00'2113TOP OF POND EL. 32.00'0.5 FT0.5 FTSEDIMENT STORAGE EL. 26.00'PERMANENT POOL EL. 28.00'INV 32.85'2121INV 27.00'FOREBAYMAIN BAYMIN 1 FT MIN 1 FT 2.00 FT 4.00 FT VEGETATED SHELF6:1 SLOPE TYP.3 FT6 FT3 FT1/3 LENGTH OF PIPE RUN3 FT1 FTFOREBAYMAIN BAY2:1 SLOPE BELOW VEGETATED SHELFOUTLET STRUCTURESEE DETAIL, THIS SHEET3:1 SLOPE ABOVE VEGETATED SHELFSECTION B-BWLAYER OF FILTER FABRICRIP RAPWLBMIBHNOTE: MINIMUM H=2/3NATURAL GRADEMIPIPE DIAMETERPOND 1 OVERFLOW STRUCTURE Not to ScaleSIDE1) TEMPORARY PUMP WILL BE PROVIDED BY OWNER TO DRAIN POND/FOREBAY FOR ROUTINE MAINTENANCE OR IN ANEMERGENCY.2) CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED SUITABLE SPECIES FOR THE VEGETATED SHELF.GROUP SIMILAR SPECIES OF PLANTS TOGETHER, INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN, AND NOPLANTS SHALL BE PLANTED WITHIN 10 FT OF THE OUTLET STRUCTURE. LISTED SUITABLE SPECIES FOR VEGETATEDSHELF ARE: ARROW ARUM, BLUE FLAG IRIS, CANA LILY, AND PICKEREL WEED. 3) SOD SLOPES ABOVE THE PERMANENT POOLAROUND THE INSIDE OF THE FOREBAY, ABOVE THE VEGETATED SHELFAROUND THE MAIN BAY AND SLOPES OUTSIDE OF THE POND.4) CONTRACTOR SHALL EXCAVATE VEGETATED SHELF AS NECESSARY TO PROVIDE ADEQUATE CLEARANCE AROUNDRISER FOR PVC PIPE INVERT.5)THE SEASONAL HIGH WATER TABLE WAS FOUND TO BE ~ EL. ??.?? IN THE VICINITY OF THE WET DETENTION PONDWET DETENTION POND NOTES1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES.2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THEDISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETEROR CULVERT HEIGHT.3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THEAREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THESAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOEWALL AT THE DOWNSTREAM END.4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.MAXIMUM TAPER TO RECEIVING CHANNEL 5:15. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.NOTESRIP RAP APRON OUTLETSNOT TO SCALESTORM ELEVATIONSWET POND1.5" DEPTH = 28.75'DESIGN STORM1-YEAR = 28.79'10-YEAR = 29.47'25-YEAR = 29.81'50-YEAR = 30.16'100-YEAR = 30.56'NOTESEE PLAN/PROFILE SHEETS FORSTORM DRAINAGE INFORMATION.EMERGENCY SPILLWAY SECTIONNot to ScaleEMERGENCY SPILLWAY WEIR EL. 31.0'TOP OF POND EL. 32.0'RIP-RAP EMERGENCY SPILLWAY12" THICK LAYER NCDOT CLASS B RIP-RAP(d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57STONE BEDDING WRAPPED WITH NON-WOVENFILTER FABRIC (SI GEOTEX 801 OR APPROVEDSUBSTITUTE)133120 FTFOREBAY BERM EL = 27.5'LaEMERGENCY SPILLWAYSEE DETAIL, THIS SHEET3MAINTENANCE ACCESS10 FTMAINTENANCE ACCESSTOPWEIR ELEVATION=28.75FRONT6.0'24"6.0'6.0'7.0'(2) 48" CONCRETE PIPE INV.=27.00'PRECAST CONCRETE BOXRISER RIM EL.=29.00'24"24"24"TRASH RACK#5 REBAR SPACED 4" O.C.3' WEIR WIDTHFOREBAYTRASH RACK#5 REBAR SPACED4" O.C.(2)48" RCPOUTLET BARREL0.5 FT0SCALE: 1"=20'40'20'20'DRAINAGE EASEMENT