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Sam's Nursery - Proposed Site Plan 10.23.2019FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N SAM'S NURSERY & TREE FARM NEW HANOVER COUNTY, NC PREPARED FOR: SAMIR ISIC 205 COUNTY PLACE RD. WILMINGTON, NC 28406 OCTOBER 2019 NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 CONTACT THESE UTILITIES OWNER / DEVELOPER: PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE ENGINEER (CIVIL)/LAND SURVEYOR: WILMINGTON, NORTH CAROLINA 28403 LANDSCAPE ARCHITECT: MIKE NICHOLS, RLA (910) 791-6707 SAMIR ISIC 205 COUNTRY PLACE RD. WILMINGTON, NC 28409 SHEET INDEX SHEET NUMBER SHEET TITLE C-0.0 COVER SHEET NEW HANOVER COUNTY PLANNING DEPARTMENT ATTN: LINDA PAINTER PH: 910-798-7068 PIEDMONT NATURAL GAS ATTN: CARL PAQUET PH: 910-350-2242 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE AQUA NORTH CAROLINA (WATER & SEWER) ATTN: MICHAEL A. MELTON PH: 919-653-6977 DUKE ENERGY PROGRESS GENERAL PH: 800-452-2777 AT&T ATTN: STEVE DAYVAULT PH: 910-341-7664 SPECTRUM GENERAL PH: 800-892-4357 PREPARED BY: PROJECT # 191293.PE 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 SHEET 1 - 3 EXISTING CONDITIONS SURVEY L-2.0 - L-2.1 TREE REMOVAL PLAN TRC SUBMITTAL NORTH VICINITY MAP SCALE: 1' = 1000' CIVIL ENGINEER: TIM CLINKSCALES, PE, PLS (910) 791-6707 LAND SURVEYOR: JOSH TAYLOR, PLS (910) 791-6707 C-2.0 - C-2.1 SITE PLAN N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L T I M O THY G. CL I N K S C ALES0 2 8 8 4 7 10/11/2019 SITE HW Y 4 2 1 - C A R O L I N A B E A C H R D . MY R T L E GR O V E R D . COUNT R Y P L A C E R D . GOLDEN RD. XXXXXXXXXXX OAK 12 OAK 19 PNE 14 MAP 8 MAP 10 MAP 10 PNE 14OAK 8 MAP 8 MAP 8 MAP 8 GUM 8 GUM 8 GUM 12 PNE 18 PNE 20 PNE 12 PNE 22 PNE 14 PNE 14 GUM 8 PNE 12GUM 8 GUM 12 PNE 12 OAK 10OAK 12 GUM 9 GUM 10 GUM 12 PNE 14 PNE 13 PNE 15 PNE 20 PNE 12 PNE 18 PNE 15 PNE 15 PNE 17 PNE 13 PNE 18 GUM 10 PNE 12 GUM 8 OAK 12 OAK 8 OAK 8 GUM 9 GUM 10 GUM 9 GUM 12 PNE 18 PNE 18 GUM 12 GUM 10 GUM 8 GUM 9 OAK 9 OAK 11 GUM 12 GUM 15 PNE 14 PNE 17 PNE 18 PNE 22 PNE 15 MAP 40 MAP 8 PNE 14 GUM 10 PNE 12 PNE 20 PNE 17 PNE 13 GUM 8 GUM 10 GUM 8 OAK 14 GUM 8 GUM 12 PNE 15 PNE 12 MAG 8 GUM 12 PEAR 7 PEAR 5 MAP 9 PNE 15 OAK 13 OAK 10 MAG 5 PNE 18 PNE 16 PNE 20 MAG 8 PNE 12 PNE 12 PNE 16 PNE 12 MAG 5 MAG 5 PNE 12 MAG 5 MAG 5 MAG 7 PNE 20 MAG 5 MAG 5 MAG 5 MAG 5 MAG 5 PNE 14 MAG 6 PNE 16 PNE 12 PNE 16 PNE 15 PNE 12 MAG 5 MAG 12 MAG 6 MAG 7 MAG 8 MAG 11MAG 11 MAG 5 MAG 5 GUM 9 GUM 9 GUM 9 GUM 10 MAG 8MAG 7MAG 8 MAG 6 MAG 9 PNE 17 MAG 6 MAG 6 MAG 6 MAG 5PNE 16 PNE 12 PNE 18 MAG 6 MAG 4 MAG 7 POP 8 MAG 11 PNE 13 PNE 14 MAG 5 MAG 7 MAP 8 GUM 10 GUM 9 GUM 9 MAG 9 PNE 14 MAG 6MAG 6 PNE 16 MAG 11 MAG 8 MAG 8 MAG 8MAG 7 MAG 6 MAG 6 MAG 9 PNE 15 PNE 12 MAG 5MAG 5PNE 16 PNE 12 MAP 12 PNE 12 PNE 18 PNE 14 MAP 10 PNE 18 MAG 7 MAG 10 MAG 9 PNE 18 PNE 18 MAG 9 MAG 10 MAG 6 MAG 6 PNE 15 MAG 8 PNE 16 MAG 6 MAG 7 PNE 19 PNE 20 PNE 12 PNE 12 PNE 20 MAG 6 PNE 14 PNE 18GUM 8 MAG 7 MAG 6 MAG 6 PNE 16 PNE 14 PNE 15 MAG 6 MAG 5 PNE 12 PNE 16 PNE 12PNE 16 CED 12PNE 14 PNE 14 PNE 12 PNE 13 MAG 6 MAG 8 MAG 12 PNE 18 MAG 5 MAG 5 MAG 6 PNE 14MAG 5 PNE 15 MAG 12 MAG 6 MAG 8 MAG 6 MAG 9 MAG 9 MAG 5PNE 12 MAG 8PNE 12 PNE 12 MAG 6 MAG 6 PNE 18 PNE 17 PNE 12 PNE 16 PNE 12 PNE 15 MAP 8 MAP 7 MAG 12 MAG 8 MAG 12 PNE 12 PNE 18 MAG 16 PNE 14PNE 20 PNE 12PNE 20 PNE 16 PNE 26 PNE 16 PNE 20 PNE 14 PNE 20 PNE 16 PNE 14 PNE 20 PNE 20 MAG 15 MAG 12 MAG 10 CED 8 PNE 12MAP 9 MAP 10 MAG 10 MAG 8 PNE 12 PNE 18 MAG 6 MAG 5 PNE 12 MAG 4 PNE 12 MAG 8 MAG 5 PNE 14 MAG 7 MAG 5 MAG 5 CED 24 PNE 20 PNE 24 POP 14 PNE 14 GUM 8 PNE 14 MAP 9 MAG 8PNE 12 PNE 18 MAG 7 MAG 6 PNE 14 PNE 12 MAG 10 PNE 14PNE 12 PNE 13 PNE 15 PNE 17 PNE 22 MAG 13 PNE 15 PNE 12 PNE 12 PNE 14 PNE 20 PNE 18 PNE 18 PNE 14 PNE 16 MAG 7 PNE 14 PNE 15 PNE 12OAK 11 MAG 10 PNE 17 PNE 12 PNE 16 PNE 14 PNE 18 PNE 13 MAG 11 MAG 7 PNE 14 PNE 12 MAG 10 MAG 6 MAG 8PNE 12 PNE 18 PNE 14 MAG 7 MAG 9 PNE 12 MAG 14 PNE 14 MAG 10 PNE 16 PNE 12 PNE 14 MAG 7 PNE 14 PNE 15 PNE 15PNE 12 PNE 16 MAG 9 MAG 9MAG 7 PNE 12 MAG 9 PNE 14 PNE 13 PNE 14 MAG 8 PNE 14 PNE 17 MAG 9 OAK 10 PNE 12 PNE 15 PNE 16 MAP 8 MAG 9 MAG 10 MAG 10 CED 20 MAP 14 PNE 18 PNE 20 PNE 16 MAG 5 MAG 10 MAG 6 MAG 9 MAG 12 OAK 9 GUM 12 GUM 8 MAP 8 OAK 14 PNE 13 GUM 10 24 24 24 24 24 24 23 23 23 2323232323 23 23 23 23 23 2 3 23 23 2 3 23 23 23 22 22 2 2 22 2222 22 2 2 22 22 22 22 2 2 22 22 22 22 22 22 222222 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 21 21 2121 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 20 20 20202020202020 2 0 20 20 20 20 20 2020 20202020202020 20 2 0 20 20 20 19 19 19 191919191919191919 19 191919191919191919 19 19 19 19 18 181818181818181818 18 18 18 181818181818181818 18 18 18 18 17171717171717 171616 16 N 70°34'19" W 2138.70'IRF DITCH DITCH DITCH AP P R O X I M A T E DIR E C T I O N DIT C H 36 " C P P RIVER R O A D C O N S T R U C T I O N , L L C . D.B. 62 1 4 , P G . 3 7 1 PID: R0 7 9 0 0 - 0 0 3 - 0 3 0 - 0 0 0 MA T C H L I N E S H E E T 2 MA T C H L I N E S H E E T 1 NA D 8 3 ( 2 0 1 1 ) KIM SU Z A N N A H E N R Y D.B. 59 4 2 , P G . 2 2 2 1 PID: R0 7 9 0 0 - 0 0 3 - 0 9 4 - 0 0 0 EDWAR D A . G A S K I N S , J R . ANGEL A S . G A S K I N G D.B. 28 0 5 , P G . 6 7 9 PID: R0 7 9 0 0 - 0 0 3 - 0 9 3 - 0 0 0 N & K D E V E L O P M E N T , I N C . D.B. 57 0 2 , P G . 1 9 8 7 PID: R0 7 9 0 0 - 0 0 4 - 0 2 1 - 0 0 0 N 86°0 3 ' 0 4 " E 479.42 ' S 70°36'33" E 1712.29' N 85°4 5 ' 1 7 " E 326.8 8 ' ( T I E ) N 85°0 8 ' 5 3 " E 1122. 6 2 ' ( T I E ) IPF (BE N T ) IPF IPF DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) CJ G JW T 1" = 5 0 ' 10 / 0 2 / 1 9 NE W H A N O V E R C O U N T Y , N C FE D E R A L P O I N T T O W N S H I P -EX I S T I N G C O N D I T I O N S S U R V E Y SHEET 1 OF 3 19293.PE SA M I R & N A Z I R A I S I C 20 5 C O U N T R Y P L A C E WI L M I N G T O N , N C 2 8 4 0 9 67 1 0 M Y R T L E G R O V E R O A D 0 25 50 100 150 200 SCALE: 1"=50' VICINITY MAP (1" = 2,000') SITE CERTIFICATE OF ACCURACY AND MAPPING I, JOSHUA W. TAYLOR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS DRAWING). THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA (21 NCAC 56. 1600). THIS _2ND_ DAY OF __OCTOBER__, A.D., __2019___. I, JOSHUA W. TAYLOR, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET. ______________________________________________________ JOSHUA W. TAYLOR, PLS LICENSE NO. L-5217 LEGEND: IRON PIPE FOUND IRON ROD FOUND IRON ROD SET ELECTRIC METER LIGHT POLE TRANSFORMER TREE CORRUGATED PLASTIC PIPE POLYVINYL CHLORIDE PIPE BOUNDARY LINE CONTOUR ADJOINER LINE EASEMENT LINE RIGHT-OF-WAY CENTERLINE FENCE STORM DRAIN LINE TR IPF IRF IRS 18 MY R T L E G R O V E R D . HW Y . 4 2 1 - C A R O L I N A B E A C H R D . N O R T H CAROLIN A SHUA W.T A Y L O R PR O F ESSION L A N D SUR V E YOR SEAL L-5217 A L J O XX E CPP PVC SURVEY NOTES: 1.HORIZONTAL DATUM WAS ESTABLISHED BASED UPON NAD 1983 (NSRS 2011) AND VERTICAL (NAVD88) DATUM WAS ESTABLISHED UTILIZING A TOPCON SR GPS RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS. 2.AREA CALCULATED BY COORDINATES. 3.NO NCGS MOUNMENT WAS LOCATED WITHIN 2,000 FEET OF THE SUBJECT PARCEL 4.THIS PARCEL IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON FEMA FLOOD MAP NO. 3720313300K, BEARING A REVISION DATE OF AUGUST 28, 2018. 5.CORNERS ARE MARKED AS NOTED ON MAP. 6.ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS. PARCEL INFORMATION CURRENT OWNER: SAMIR & NAZIRA ISIC DEED BOOK 6068, PAGE 1880 PLAT BOOK 63, PAGE 167 PID: R07900-003-029-000 ADDRESS: 6710 MYRTLE GROVE ROAD ZONED: R-15 (NEW HANOVER COUNTY) SETBACKS: FRONT=25' SIDE=10' REAR=20' MINIMUM SIZE=15,000 S.F. 10/02/19 X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXX PNE 17 OAK 18PNE 16 OAK 10 OAK 12 OAK 10 OAK 8 GUM 8 ASH 12 GUM 13OAK 22 OAK 17 OAK 13 ASH 9 OAK 8PNE 16 OAK 8 OAK 8 PNE 22 PNE 18 OAK 10 OAK 11 PNE 16 PNE 15 OAK 8 OAK 10 PNE 14 OAK 8 OAK 14 PNE 24 PNE 14 PNE 20PNE 18 MAG 6PNE 18 PNE 14 OAK 10PNE 14 PNE 12GUM 10 PNE 24 OAK 12 OAK 19 PNE 14 MAP 8 MAP 10 MAP 10 PNE 14OAK 8 MAP 8 MAP 8 MAP 8 GUM 8 GUM 8 GUM 12 PNE 18 PNE 20 PNE 12 PNE 22 PNE 14 PNE 14 GUM 8 PNE 12GUM 8 GUM 12 PNE 12 OAK 10OAK 12 GUM 9 GUM 10 GUM 12 PNE 14 PNE 13 PNE 15 PNE 20 PNE 12 PNE 18 PNE 15 PNE 15 PNE 17 PNE 13 PNE 18 GUM 10 PNE 12 GUM 8 OAK 12 OAK 8 OAK 8 GUM 9 GUM 10 GUM 9 GUM 12 PNE 18 PNE 18 GUM 12 GUM 10 GUM 8 GUM 9 OAK 9 OAK 11 GUM 8 GUM 12 GUM 15 PNE 14 PNE 17 PNE 18 PNE 22 PNE 15 MAP 40 MAP 8 PNE 14 GUM 10 PNE 12 PNE 20 PNE 17 PNE 13 GUM 8 GUM 10 GUM 8 OAK 14 GUM 8 GUM 12 PNE 15 PNE 12 MAG 8 GUM 12 PEAR 7 PEAR 5 MAP 9 PNE 15 OAK 13 OAK 10 MAG 5 MAG 5 MAG 12 MAG 6 MAG 7 MAG 11MAG 11 MAG 9 MAG 6 PNE 15 MAG 8 PNE 16 MAG 6 MAG 7 PNE 19 PNE 20 OAK 12 , 1 4OAK 10 OAK 9 PNE 20 OAK 14 OAK 14 OAK 10 OAK 18 OAK 8 MAP 8MAP 10 OAK 8 OAK 20 GUM 24 GUM 18 GUM 24 OAK 20OAK 20 GUM 12 GUM 10 MAG 6 MAG 9 MAG 12 OAK 9 GUM 12 GUM 8 MAP 8 OAK 14 PNE 13 GUM 10 GUM 12 OAK 10 GUM 8 GUM 10 GUM 10 GUM 10 GUM 8 GUM 8 MAG 5 GUM 10 GUM 10 GUM 10 GUM 18 X X X X X X X X X OAK 10 , 1 0 , 8 E TR 23 22 22 22 21 21 21 21 2 1 21 21 21 21 21 21 21 21 21 20 20 20 20 20 20 20 20 2020 20 20 20 20 2020 20 19 19 19 1919 1919 19 19 19 19 19 19 19 191919 18 18 18 18 181818 18 18 1 8 18 1818 18 181818 17 17 17 17 17 1 7 1717171717171717171717 17 17 17 17 17 16 16 16 16 16 16 161616161616161616 15 15 15 15 1515151515 15 15 14 14 14141414141414 13 13 S 2 3 ° 3 0 ' 3 6 " W - 1 9 1 . 8 2 ' ( T O T A L ) N 70°34'19" W 2138.70' N 70°34'56" W 362.99' IPF IRF (C C ) IPF 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 16750 . 0 ' 12' GRAVEL DRIVE DITCH DITCH DITCH DITCH GREENHOUSE SHED 8" P V C 4" C P P EN D N O T F O U N D 4" CPP INV.=14 . 0 9 ' INV.=14 . 2 6 ' POND INV.=1 3 . 9 4 ' INV.=1 5 . 3 9 'INV.=1 5 . 0 5 ' 17 3 . 5 1 ' 18 . 3 1 ' CO N T A I N E R CO N T A I N E R CO N T A I N E R SHED PDZ IN V E S T M E N T S , L L C . D.B. 58 7 7 , P G . 7 5 0 PID: R0 7 9 0 0 - 0 0 3 - 0 4 9 - 0 0 0 GERAL D H U F F M A N D.B. 14 0 3 , P G . 1 3 9 8 PID: R0 7 9 1 5 - 0 0 1 - 0 0 3 - 0 0 0 MA T C H L I N E S H E E T 2 MA T C H L I N E S H E E T 1 MA T C H L I N E S H E E T 3 MA T C H L I N E S H E E T 2 N A D 8 3 ( 2 0 1 1 ) MICHAE L R . E A T O N SHELIA C . E A T O N D.B. 27 6 6 , P G . 4 2 3 PID: R0 7 9 0 0 - 0 0 3 - 0 2 8 - 0 0 0 RIVER R O A D C O N S T R U C T I O N , L L C . D.B. 62 1 4 , P G . 3 7 1 PID: R0 7 9 0 0 - 0 0 3 - 0 3 0 - 0 0 0 KIM SU Z A N N A H E N R Y D.B. 59 4 2 , P G . 2 2 2 1 PID: R0 7 9 0 0 - 0 0 3 - 0 9 4 - 0 0 0 FENCE FENCE FE N C E S 70°36'33" E 1712.29' DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) CJ G JW T 1" = 5 0 ' 10 / 0 2 / 1 9 NE W H A N O V E R C O U N T Y , N C FE D E R A L P O I N T T O W N S H I P -EX I S T I N G C O N D I T I O N S S U R V E Y SHEET 2 OF 3 19293.PE SA M I R & N A Z I R A I S I C 20 5 C O U N T R Y P L A C E WI L M I N G T O N , N C 2 8 4 0 9 67 1 0 M Y R T L E G R O V E R O A D 0 25 50 100 150 200 SCALE: 1"=50' VICINITY MAP (1" = 2,000') SITE MY R T L E G R O V E R D . HW Y . 4 2 1 - C A R O L I N A B E A C H R D . N O R T H CAROLIN A SHUA W.T A Y L OR PR O F ESSION L A N D SUR V E YOR SEAL L-5217 A L J O 10/02/19 X X X X X X X X X X X XGUM 24 GUM 18 GUM 24 OAK 20OAK 20 X X X X E TR 18 17 17 17 17 17 1 7 17 16 16 16 16 15 15 1515 14 1414 14 14 13 S 2 3 ° 3 0 ' 3 6 " W - 1 9 1 . 8 2 ' ( T O T A L ) N 70°34'56" W 362.99' N 70°29'33" W 299.57' N 71°02'50" W 77.07' N 70°31'19" W 140.85' S 2 3 ° 2 5 ' 5 8 " W 19 1 . 7 8 ' S 2 3 ° 2 5 ' 5 8 " W 21 4 . 3 7 ' ( T I E ) S 2 3 ° 2 5 ' 5 8 " W 23 8 . 6 7 ' ( T I E ) S 2 3 ° 2 5 ' 5 8 " W 31 0 . 6 4 ' ( T I E ) AXLE (C C ) IPF IPF IPF IPF IPF IPF IRF (C C ) IPF 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 167 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 167 50 . 0 ' 12' GRAVEL DRIVE 12' GRAVEL DRIVE DITCH DITCH SHED 8" P V C 4" CPP INV.=14 . 0 9 ' INV.=1 5 . 3 9 'INV.=1 5 . 0 5 ' MY R T L E G R O V E R O A D 60 ' P U B L I C R / W 17 3 . 5 1 ' 18 . 3 1 ' CO N T A I N E R CO N T A I N E R CO N T A I N E R SHED PDZ IN V E S T M E N T S , L L C . D.B. 58 7 7 , P G . 7 5 0 PID: R0 7 9 0 0 - 0 0 3 - 0 4 9 - 0 0 0 PDZ IN V E S T M E N T S , L L C . D.B. 52 5 9 , P G . 7 6 1 PID: R0 7 9 0 0 - 0 0 3 - 0 2 9 - 0 0 1 RUDIE W O R L E Y M A L P A S S QTIP TR U S T A G R E E M E N T D.B. 24 8 9 , P G . 3 1 3 PID: R0 7 9 0 0 - 0 0 3 - 0 2 7 - 0 0 1 ANDRE W F . D I C K S E Y , J R . PEGGY N . D I C K S E Y D.B. 15 3 5 , P G . 6 0 9 PID: R0 7 9 1 5 - 0 0 1 - 0 0 2 - 0 0 0 GERAL D H U F F M A N D.B. 14 0 3 , P G . 1 3 9 8 PID: R0 7 9 1 5 - 0 0 1 - 0 0 3 - 0 0 0 MA T C H L I N E S H E E T 3 MA T C H L I N E S H E E T 2 N A D 8 3 ( 2 0 1 1 ) RIVER R O A D C O N S T R U C T I O N , L L C . FENCE RI G H T - O F - W A Y RI G H T - O F - W A Y RI G H T - O F - W A Y RI G H T - O F - W A Y CE N T E R L I N E CE N T E R L I N E DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) CJ G JW T 1" = 5 0 ' 10 / 0 2 / 1 9 NE W H A N O V E R C O U N T Y , N C FE D E R A L P O I N T T O W N S H I P EX I S T I N G C O N D I T I O N S S U R V E Y SHEET 3 OF 3 19293.PE SA M I R & N A Z I R A I S I C 20 5 C O U N T R Y P L A C E WI L M I N G T O N , N C 2 8 4 0 9 67 1 0 M Y R T L E G R O V E R O A D 0 25 50 100 150 200 SCALE: 1"=50' VICINITY MAP (1" = 2,000') SITE MY R T L E G R O V E R D . HW Y . 4 2 1 - C A R O L I N A B E A C H R D . N O R T H CAROLIN A SHUA W.T A Y L OR PR O FE SSION L A N D SU R V E YOR SEAL L-5217 A L J O 10/02/19 XXXXXXXXXX PNE 24 OAK 12 OAK 19 MAP 10GUM 12 PNE 18 GUM 8 PNE 12GUM 8PNE 20 PNE 12PNE 15 PNE 18 GUM 9 PNE 18 PNE 22 PNE 15 MAP 40 MAP 8 PNE 14 GUM 10 MAG 8 MAG 8 PNE 12 MAG 5 MAG 7 PNE 20 MAG 5 MAG 5 PNE 14 MAG 6 PNE 16 PNE 12 PNE 16 MAG 12 MAG 8 MAG 11MAG 11 MAG 8 MAG 8 MAG 9 MAG 11 MAG 9MAG 8 MAG 8MAG 9 MAG 10 MAG 9 MAG 9 MAG 8 PNE 20 MAG 6 PNE 14 PNE 18GUM 8 MAG 7 MAG 6 MAG 6 MAG 8 MAG 12 MAG 8 MAG 9 MAG 9 MAG 8 MAG 12 MAG 8 MAG 12 MAG 16 PNE 26 PNE 20 PNE 20 PNE 20 PNE 20 MAG 15 MAG 12 MAG 10 CED 8 MAG 10 MAG 8 PNE 18 MAG 8 CED 24 PNE 20 PNE 24 POP 14 PNE 14 GUM 8 PNE 14 MAP 9 MAG 8PNE 12 PNE 18 MAG 7 MAG 6 PNE 14 PNE 12 MAG 10 PNE 14PNE 12 PNE 13 PNE 15 PNE 17 PNE 22 MAG 13 PNE 15 PNE 12 PNE 12 PNE 14 PNE 20 PNE 18 PNE 18 PNE 14 PNE 16 MAG 7 PNE 14 PNE 15 PNE 12 OAK 11 MAG 10 PNE 17 PNE 12 PNE 16 PNE 14 PNE 18 PNE 13 MAG 11 MAG 7 PNE 14 PNE 12 MAG 10 MAG 6 MAG 8PNE 12 PNE 18 PNE 14 MAG 7 MAG 9 PNE 12 MAG 14 PNE 14 MAG 10 PNE 16 PNE 12 PNE 14 MAG 7 PNE 14 PNE 15 PNE 15PNE 12 PNE 16 MAG 9 MAG 9MAG 7 PNE 12 MAG 9 PNE 14 PNE 13 PNE 14 MAG 8 PNE 14 PNE 17 MAG 9 PNE 12 PNE 16 MAP 8 MAG 9 MAG 10 MAG 10 CED 20 MAP 14 PNE 18 PNE 20 PNE 16 MAG 5 MAG 10 MAG 6 MAG 9 MAG 12 OAK 9 GUM 12 GUM 8 MAP 8 OAK 14 PNE 13 GUM 10 GUM 12 OAK 10 24 24 24 24 24 24 23 23 23 23 23232323 23 23 23 23 23 2 3 23 23 2 3 23 23 23 22 22 2 2 22 2222 22 2 2 22 22 22 22 2 2 22 22 22 22 22 22 222222 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 21 21 2121 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 20 20 20 20202020202020 20 20 20 20 20 20 2020 20202020202020 20 2 0 20 20 20 19 19 1919 191919191919191919 19 19 191919191919191919 19 19 19 19 1818181818181818181818 18 18 18 181818181818181818 18 18 18 18 171717171717171717161616 N 70°34'19" W 2138.70' IRF DITCH DITCH DITCH AP P R O X I M A T E DI R E C T I O N DI T C H 36 " C P P RIVER R O A D C O N S T R U C T I O N , L L C . D.B. 62 1 4 , P G . 3 7 1 PID: R0 7 9 0 0 - 0 0 3 - 0 3 0 - 0 0 0 KIM SU Z A N N A H E N R Y D.B. 59 4 2 , P G . 2 2 2 1 PID: R0 7 9 0 0 - 0 0 3 - 0 9 4 - 0 0 0 EDWAR D A . G A S K I N S , J R . ANGEL A S . G A S K I N G D.B. 280 5 , P G . 6 7 9 PID: R0 7 9 0 0 - 0 0 3 - 0 9 3 - 0 0 0 N & K D E V E L O P M E N T , I N C . D.B. 57 0 2 , P G . 1 9 8 7 PID: R0 7 9 0 0 - 0 0 4 - 0 2 1 - 0 0 0 N 86°0 3 ' 0 4 " E 479.42 ' S 70°36'33" E 1712.29' N 85°4 5 ' 1 7 " E 326.8 8 ' ( T I E ) N 85°0 8 ' 5 3 " E 1122.6 2 ' ( T I E ) IPF (BE N T ) IPF X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX NORTH VICINITY MAP SCALE: 1' = 1000' SITE SITE INFORMATION OWNER: SAMIR & NAZIRA ISIC 205 COUNTRY PLACE RD. WILMINGTON, NC 28409 PROJECT ADDRESS: 6710 MYRTLE GROVE RD. WILMINGTON, NC 28409 PARCEL ID:R07900-003-029-000 ZONING (PER NHC GIS): R-15 TOTAL SITE AREA:8.42 AC RECORDED DEED BOOK:BK 6068, PG 1880 PLAT BOOK BK 63, PG 167 CAMA LAND USE CLASSIFICATION:WATERSHED RESOURCE PROTECTION AREA COMPREHENSIVE PLAN LAND USE: GENERAL RESIDENTIAL EXISTING LAND USE:VACANT PROPOSED LAND USE:WHOLESALE NURSERY & GREENHOUSE (PERMITTED USE BY RIGHT) DIMENSIONAL REQUIREMENTS SETBACKS (R-15) FRONT:25' SIDE:10' REAR:20' MINIMUM LOT SIZE:15,000 SF = PROPERTY LINE = SETBACK = EASEMENT = CURVE RADIUSR 70' 10 ' NOT TO SCALE PE R F O R M A N C E R E S I D E N T I A L SI T E P L A N C-2.0 10 / 1 1 / 2 0 1 9 1 " = 5 0 ' MN MN - SCALE: 0 200100500 1" = 50' N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L T I M O T HY G. C L I N K S C ALES0 2 8 8 4 7 10/11/2019 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 SA M ' S N U R S E R Y & T R E E F A R M 67 1 0 M Y R T L E G R O V E R O A D WI L M I N G T O N , N O R T H C A R O L I N A 18113.PE SA M I R A N A Z I R A I S I C 20 5 C O U N T R Y P L A C E R O A D WI L M I N G T O N , N C 2 8 4 0 9 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N HW Y 4 2 1 - C A R O L I N A B E A C H R D . MY R T L E GR O V E R D . COUNT R Y P L A C E R D . GOLDEN RD. FLOODPLAIN NOTES 1.THIS PARCEL IS IN FLOOD ZONE X, WHICH IS NOT A SPECIAL FLOOD HAZARD AREA, ACCORDING TO FEMA FLOOD PANEL 3720313300K WITH AN EFFECTIVE DATE OF AUGUST 28, 2018. STORMWATER BASIN 0.14 AC NATURAL WOOD BARK MULCH AND OTHER NATURAL LANDSCAPE PLANTING MATERIALS OR AMENDMENTS STORAGE AREA MULCH COMPOST MULCH MULCH MULCH SOIL MIX MULCH TREE FARM (PLANTED IN GROUND) TREE FARM (PLANTED IN GROUND) EXISTING DITCH TO REMAIN SETBACK SETBACK EXISTING FENCE TO REMAIN (SUPPLEMENT/MODIFY AS NEEDED TO MEET BUFFER REQUIREMENTS ADJACENT RESIDENTIAL USE 6' HIGH SOLID WOOD FENCE, TYP AT PROPOSED IMPROVEMENTS WHERE ADJACENT TO RESIDENTIAL USE LANDSCAPE BUFFER EXISTING TREES GREATER THAN 8" DIAMETER AT 4.5 FEET SHALL NOT BE REMOVED WITHIN 20' ALONG PERIMETER (TYP) SECTION 62.1-3(A) SERVICE DRIVESERVICE DRIVE SERVICE DRIVE SE R V I C E D R I V E LANDSCAPE BUFFER LANDSCAPE BUFFER EXISTING TREES GREATER THAN 8" DIAMETER AT 4.5 FEET SHALL NOT BE REMOVED WITHIN 20' ALONG PERIMETER (TYP) SECTION 62.1-3(A) FIELD ADJUST LAYOUT OF SERVICE DRIVE TO PROVIDE ADEQUATE CLEARANCE FROM EXISTING TREE TO REMAIN (TYP, WHERE OCCURS) TEMPORARY STAGING AREA FOR PLANT MATERIAL AND OPERATIONS EQUIPMENT LANDSCAPE BUFFER CONTAINER PLANT NURSERY EXISTING "SIGNIFICANT" TREE TO REMAIN AND PROTECT IN PLACE - ADJUST LAYOUT OF TREE FARM PLANTINGS TO PROVIDE ADEQUATE SPACING FROM EXISTING TREES TO REMAIN TO PROVIDE HEALTHY GROWING CONDITIONS (TYP) SITE PARKING OFFICE & VISITOR PARKING: MINIMUM PARKING REQUIRED FOR GENERAL OFFICE OR RETAIL USE (SAME REQUIREMENT, PARK 1:400 SF) MINIMUM PARKING REQUIRED:3,000 SF OFFICE / 400 = 7.5 SPACES TOTAL PARKING PROVIDED: 8 SPACES PROVIDED 6 OUTSIDE 2 CARPORT BICYCLE PARKING REQUIRED:0 BICYCLE PARKING PROVIDED:0 EXISTING TREES ALL SIGNIFICANT TREES LOCATED ON SITE SHALL BE RETAINED AND BE PROTECTED IN PLACE. ALL PROPOSED SITE IMPROVEMENTS ARE DESIGNED TO ACCOMMODATE EXISTING SIGNIFICANT TREES AND SHALL BE FIELD ADJUSTED AS REQUIRED IN ORDER TO PROTECT TREES AND PROVIDE A HEALTHY GROWING ENVIRONMENT. MA T C H L I N E : S E E S H E E T C - 2 . 1 EXISTING DITCH TO REMAIN EXISTING DRAIN PIPE TO REMAIN PROPOSED WOOD FENCE TO TERMINATE WHERE PROPOSED IMPROVEMENTS CONCLUDE AND EXISTING SITE REMAINS NATURAL AND UNDISTURBED X = FENCE EXISTING GRAVEL VEHICULAR USE AREA TO REMAIN - ADDITIONAL GRAVEL MAY BE ADDED TO TOP DRESS, LEVEL-OUT OR FILL IN BARE SPOTS AS NEEDED APPROXIMATELY 41,141 +/- SF PROPOSED GRAVEL VEHICULAR USE AREA (MATCH EXISTING) APPROXIMATELY 26,751 +/- SF SERVICE DRIVE & WALKWAYS - PERMEABLE SURFACE, SUCH AS: CRUSHED GRAVEL / AGGREGATE SHREDDED BARK MULCH POLYPROPYLENE (PERMEABLE WEED CLOTH) (OR SIMILAR SURFACE TO PROVIDE EROSION CONTROL) APPROXIMATELY 50,609 +/- SF SITE LEGEND MATERIALS LEGEND GRAVEL SECTION NOT TO SCALE 4" ABC STONE OR OTHER NON-COMPACTED PARKING SURFACE GEOSYNTHETIC SOIL STABILIZER FABRIC COMPACTED SUBGRADE PER GEOTECHNICAL REPORT X X X X X X X X X X X X X X X X X X X X X XXXXXXXXX OAK 18 OAK 10 OAK 12 OAK 10 OAK 8 OAK 22 OAK 17 OAK 13 OAK 8 OAK 11 PNE 24 PNE 24 OAK 12 OAK 19 MAP 10GUM 12 PNE 18 GUM 8 PNE 12GUM 8PNE 20 PNE 12 PNE 18 GUM 9 OAK 12, 1 4 OAK 9 OAK 14 OAK 14 OAK 10 OAK 18 OAK 8 OAK 20 GUM 24 GUM 18 GUM 24 OAK 20OAK 20 GUM 12 GUM 8 MAP 8 OAK 14 PNE 13 GUM 10 GUM 12 OAK 10 GUM 8 GUM 10 GUM 10 GUM 10 GUM 8 GUM 8 MAG 5 GUM 10 GUM 10 GUM 10 GUM 18 X X X X X X X OAK 10, 1 0 , 8 E TR 21 21 21 21 21 21 20 20 20 20 20 20 20 20 20 20 20 19 19 19 1919 19 19 19 19 19 19 19 19 18 18 18 1818 18 18 1 8 18 1818 18 18 17 17 17 17 17 1 7 171717 17 17 17 17 17 17 17 17 16 16 16 16 16 16 161616161616161616 15 15 15 15 1515151515 15 15 14 14 14141414141414 13 13 S 2 3 ° 3 0 ' 3 6 " W - 1 9 1 . 8 2 ' ( T O T A L ) N 70°34'19" W N 70°34'56" W 362.99'IRF (CC ) IPF 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 16750 . 0 ' 12' GRAVEL DRIVE DITCH DITCH DITCH GREENHOUSE SHED 8" P V C 4" C P P EN D N O T F O U N D 4" CPP INV.=14 . 0 9 ' INV.=1 4 . 2 6 ' POND INV.=1 3 . 9 4 ' INV.=15 . 3 9 'INV.=1 5 . 0 5 ' 17 3 . 5 1 ' 18 . 3 1 ' CO N T A I N E R CO N T A I N E R CO N T A I N E R SHED MICHAE L R . E A T O N SHELIA C . E A T O N D.B. 27 6 6 , P G . 4 2 3 PID: R0 7 9 0 0 - 0 0 3 - 0 2 8 - 0 0 0 RIVER R O A D C O N S T R U C T I O N , L L C . D.B. 62 1 4 , P G . 3 7 1 PID: R0 7 9 0 0 - 0 0 3 - 0 3 0 - 0 0 0 FENCE FENCE FE N C E S 70°36'33" E 1712.29' X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXX N 70°34'56" W 362.99' N 70°29'33" W 299.57' N 71°02'50" W 77.07' N 70°31'19" W 140.85' S 2 3 ° 2 5 ' 5 8 " W 19 1 . 7 8 ' S 2 3 ° 2 5 ' 5 8 " W 21 4 . 3 7 ' ( T I E ) AXLE (C C ) IPF IPF IPF 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 167 50 . 0 ' 12' GRAVEL DRIVE MY R T L E G R O V E R O A D 60 ' P U B L I C R / W PDZ IN V E S T M E N T S , L L C . D.B. 58 7 7 , P G . 7 5 0 PID: R0 7 9 0 0 - 0 0 3 - 0 4 9 - 0 0 0 PDZ IN V E S T M E N T S , L L C . D.B. 52 5 9 , P G . 7 6 1 PID: R0 7 9 0 0 - 0 0 3 - 0 2 9 - 0 0 1 RUDIE W O R L E Y M A L P A S S QTIP TR U S T A G R E E M E N T D.B. 24 8 9 , P G . 3 1 3 PID: R0 7 9 0 0 - 0 0 3 - 0 2 7 - 0 0 1 ANDRE W F . D I C K S E Y , J R . PEGGY N . D I C K S E Y D.B. 153 5 , P G . 6 0 9 PID: R0 7 9 1 5 - 0 0 1 - 0 0 2 - 0 0 0 GERAL D H U F F M A N D.B. 140 3 , P G . 1 3 9 8 PID: R0 7 9 1 5 - 0 0 1 - 0 0 3 - 0 0 0 SI T E P L A N C-2.1 10 / 1 1 / 2 0 1 9 1 " = 5 0 ' MN MN - SCALE: 0 2401005025 1" = 50' N O R T H CAROLIN A PR O FESSION ENGIN E E R SEAL A L T I M O T HY G. C L I N K S C ALES0 2 8 8 4 7 10/11/2019 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 SA M ' S N U R S E R Y & T R E E F A R M 67 1 0 M Y R T L E G R O V E R O A D WI L M I N G T O N , N O R T H C A R O L I N A 18113.PE SA M I R A N A Z I R A I S I C 20 5 C O U N T R Y P L A C E R O A D WI L M I N G T O N , N C 2 8 4 0 9 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N MA T C H L I N E : S E E S H E E T C - 2 . 0 MA T C H L I N E : S E E B E L O W L E F T MA T C H L I N E : S E E A B O V E R I G H T EXISTING DITCH TO REMAIN SETBACK SETBACK EXISTING FENCE TO REMAIN (SUPPLEMENT/MODIFY AS NEEDED TO MEET BUFFER REQUIREMENTS ADJACENT RESIDENTIAL USE SERVICE DRIVE LANDSCAPE BUFFER EXISTING TREES GREATER THAN 8" DIAMETER AT 4.5 FEET SHALL NOT BE REMOVED WITHIN 20' ALONG PERIMETER (TYP) SECTION 62.1-3(A) LANDSCAPE BUFFER CONTAINER PLANT NURSERY EXISTING "SIGNIFICANT" TREE TO REMAIN AND PROTECT IN PLACE - ADJUST LAYOUT OF TREE FARM PLANTINGS TO PROVIDE ADEQUATE SPACING FROM EXISTING TREES TO REMAIN TO PROVIDE HEALTHY GROWING CONDITIONS (TYP) EXISTING FENCE TO REMAIN (SUPPLEMENT/MODIFY AS NEEDED TO MEET BUFFER REQUIREMENTS ADJACENT RESIDENTIAL USE EXISTING POND TO REMAIN EXISTING POND PUMP HOUSE TO REMAIN REQUIRED TREE PLANTING AT PROPOSED PARKING AREA A.D.A. ACCESSIBLE PARKING SPACE & SIGNAGE OFFICE & VISITOR PARKING OFFICE 1-STORY 3,000 SF COVERED PARKING - 2 SPACES (CARPORT) SE T B A C K NOTE: RELOCATE EXISTING STORAGE SHED AND CONTAINER AS SHOWN, OUTSIDE OF SETBACKS EXISTING GRAVEL DRIVEWAY TO BE WIDENED AS SHOWN SECURITY GATE AT PROPERTY LINE 16' CLEAR EXISTING ELECTRICAL TO REMAIN AND PROTECT IN PLACE EXISTING STORM DRAIN LINE, TO BE UPGRADED AS REQUIRED PER ENGINEER EXISTING 50' WIDE PRIVATE RIGHT-OF-WAY LANDSCAPE BUFFER EXISTING GRAVEL PROPOSED GRAVEL EXISTING GREENHOUSE TO REMAIN PROPOSED GREENHOUSE (MATCH EXISTING) NURSERY EQUIPMENT AND VEHICLE PARKING NURSERY PLANTS DISPLAY AREA SERVICE AREA SERVICE PATH (EXACT LAYOUT T.B.D.) PLANT CONTAINER AREA (PERMEABLE SURFACE, MULCH, POLYPROPYLNE, GRAVEL, OR SIMILAR) EXACT LAYOUT BE VERIFIED IN THE FIELD, TYP. NARROW DOWN SERVICE DRIVE AS REQUIRED TO PROVIDE ADEQUATE CLEARANCE FROM EXISTING TREES SCHEDULED TO REMAIN AND PROTECT IN PLACE (TYP.) EXISTING GRAVEL DRIVEWAY TO BE WIDENED AS SHOWN EXISTING 50' WIDE PRIVATE RIGHT-OF-WAY PROPOSED WHOLESALE NURSERY AND TREE FARM SIGN (TO BE PROVIDED BY OWNER) SIGHT DISTANCE TRIANGLE EXISTING EDGE OF ROAD PROPOSED WHOLESALE NURSERY AND TREE FARM SIGN (TO BE PROVIDED BY OWNER) EXISTING DRIVE EXISTING DRIVE FOUNDATION PLANTINGS (AS REQUIRED) XXXXXXXXXX MAP 8 MAP 8 MAP 8 GUM 8 GUM 8 GUM 12 PNE 18 PNE 20 PNE 12 PNE 22 PNE 14 PNE 14 GUM 8 PNE 12GUM 8 GUM 12 PNE 12 OAK 10OAK 12 GUM 9 GUM 10 GUM 12 PNE 14 PNE 13 PNE 15 PNE 20 PNE 12 PNE 18 PNE 15 PNE 15 PNE 17 PNE 13 PNE 18 GUM 10 PNE 12 GUM 8 OAK 12 OAK 8 OAK 8 GUM 9 GUM 10 GUM 9 GUM 12 PNE 18 PNE 18 GUM 12 PNE 14 PNE 17 PNE 18 PNE 22 PNE 15 MAP 40 MAP 8 PNE 14 GUM 10 PNE 12 PNE 20 PNE 17 PNE 13GUM 8 GUM 10 GUM 8 OAK 14 GUM 8 GUM 12 PNE 15 PNE 12 MAG 8 GUM 12 PEAR 7 PEAR 5 MAP 9 PNE 15 OAK 13 OAK 10 MAG 5 PNE 18 PNE 16 PNE 20 MAG 8 PNE 12 PNE 12 PNE 16 PNE 12 MAG 5 MAG 5 PNE 12 MAG 5 MAG 5 MAG 7 PNE 20 MAG 5 MAG 5 MAG 5 MAG 5 MAG 5 PNE 14 MAG 6 PNE 16 PNE 12 PNE 16 PNE 15 PNE 12 MAG 5 MAG 12 MAG 6 MAG 7 MAG 8 MAG 11MAG 11 MAG 5 MAG 5 GUM 9 GUM 9 GUM 9 GUM 10 MAG 8MAG 7MAG 8 MAG 6 MAG 9 PNE 17 MAG 6 MAG 6 MAG 6 MAG 5PNE 16 PNE 12 PNE 18 MAG 6 MAG 4 MAG 7 POP 8 MAG 11 PNE 13 PNE 14 MAG 5 MAG 7 MAP 8 GUM 10 GUM 9 GUM 9 MAG 9 PNE 14 MAG 6MAG 6 PNE 16 MAG 11 MAG 8 MAG 8 MAG 8MAG 7 MAG 6 MAG 6 MAG 9 PNE 15 PNE 12 MAG 5MAG 5PNE 16 PNE 12 MAP 12 PNE 12 PNE 18 PNE 14 MAP 10 PNE 18 MAG 7 MAG 10 MAG 9 PNE 18 PNE 18 MAG 9 MAG 10 MAG 6 MAG 6 PNE 15 MAG 8 PNE 16 MAG 6 MAG 7 PNE 19 PNE 20 PNE 12 PNE 12 PNE 20 MAG 6 PNE 14 PNE 18GUM 8 MAG 7 MAG 6 MAG 6 PNE 16 PNE 14 PNE 15 MAG 6 MAG 5 PNE 12 PNE 16 PNE 12PNE 16 CED 12PNE 14 PNE 14 PNE 12 PNE 13 MAG 6 MAG 8 MAG 12 PNE 18 MAG 5 MAG 5 MAG 6 PNE 14MAG 5 PNE 15 MAG 12 MAG 6 MAG 8 MAG 6 MAG 9 MAG 9 MAG 5PNE 12 MAG 8PNE 12 PNE 12 MAG 6 MAG 6 PNE 18 PNE 17 PNE 12 PNE 16 PNE 12 PNE 15 MAP 8 MAP 7 MAG 12 MAG 8 MAG 12 PNE 12 PNE 18 MAG 16 PNE 14PNE 20 PNE 12PNE 20 PNE 16 PNE 26 PNE 16 PNE 20 PNE 14 PNE 20 PNE 16 PNE 14 PNE 20 PNE 20 MAG 15 MAG 12 MAG 10 CED 8 PNE 12MAP 9 MAP 10 MAG 10 MAG 8 PNE 12 PNE 18 MAG 6 MAG 5 PNE 12 MAG 4 PNE 12 MAG 8 MAG 5 PNE 14 MAG 7 MAG 5 MAG 5 CED 24 PNE 20 PNE 24 POP 14 PNE 14 GUM 8 PNE 14 MAP 9 MAG 8PNE 12 PNE 18 MAG 7 MAG 6 PNE 14 PNE 12 MAG 10 PNE 14 PNE 12 PNE 13 PNE 15 PNE 17 PNE 22 MAG 13 PNE 15 PNE 12 PNE 12 PNE 14 PNE 20 PNE 18 PNE 18 PNE 14 PNE 16 MAG 7 PNE 14 PNE 15 PNE 12 OAK 11 MAG 10 PNE 17 PNE 12 PNE 16 PNE 14 PNE 18 PNE 13 MAG 11 MAG 7 PNE 14 PNE 12 MAG 10 MAG 6 MAG 8PNE 12 PNE 18 PNE 14 MAG 7 MAG 9 PNE 12 MAG 14 PNE 14 MAG 10 PNE 16 PNE 12 PNE 14 MAG 7 PNE 14 PNE 15 PNE 15PNE 12 PNE 16 MAG 9 MAG 9MAG 7 PNE 12 MAG 9 PNE 14 PNE 13 PNE 14 MAG 8 PNE 14 PNE 17 MAG 9 OAK 10 PNE 12 PNE 15 PNE 16 MAP 8 MAG 9 MAG 10 MAG 10 CED 20 MAP 14 PNE 18 PNE 20 PNE 16 MAG 5 MAG 10 MAG 6 MAG 9 MAG 12 OAK 9 GUM 12 GUM 8 MAP 8 OAK 14 PNE 13 24 24 24 24 24 24 23 23 23 2323232323 23 23 23 23 23 2 3 23 23 2 3 23 23 23 22 22 2 2 22 2222 22 2 2 22 22 22 22 2 2 22 22 22 22 22 22 222222 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 21 21 2121 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 20 20 20 20202020202020 20 20 20 20 20 20 2020 20202020202020 20 2 0 20 20 20 19 19 191919191919191919 19 191919191919191919 19 19 19 19 18181818181818181818 18 18 18 181818181818181818 18 18 18 18 17171717171717 1616 N 70°34'19" W 2138.70' IRF DITCH DITCH DITCH AP P R O X I M A T E DIR E C T I O N DIT C H 36 " C P P RIVER R O A D C O N S T R U C T I O N , L L C . D.B. 62 1 4 , P G . 3 7 1 PID: R0 7 9 0 0 - 0 0 3 - 0 3 0 - 0 0 0 KIM SU Z A N N A H E N R Y D.B. 59 4 2 , P G . 2 2 2 1 PID: R0 7 9 0 0 - 0 0 3 - 0 9 4 - 0 0 0 EDWAR D A . G A S K I N S , J R . ANGEL A S . G A S K I N G D.B. 28 0 5 , P G . 6 7 9 PID: R0 7 9 0 0 - 0 0 3 - 0 9 3 - 0 0 0 N & K D E V E L O P M E N T , I N C . D.B. 57 0 2 , P G . 1 9 8 7 PID: R0 7 9 0 0 - 0 0 4 - 0 2 1 - 0 0 0 N 86°0 3 ' 0 4 " E 479.42 ' S 70°36'33" E 1712.29' N 85°4 5 ' 1 7 " E 326.88 ' ( T I E ) N 85°0 8 ' 5 3 " E 1122.6 2 ' ( T I E ) IPF (BE N T ) IPF DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 SA M ' S N U R S E R Y & T R E E F A R M 67 1 0 M Y R T L E G R O V E R O A D WI L M I N G T O N , N O R T H C A R O L I N A 18113.PE SA M I R A N A Z I R A I S I C 20 5 C O U N T R Y P L A C E R O A D WI L M I N G T O N , N C 2 8 4 0 9 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N NORTH = PROPERTY LINE = SETBACK = EASEMENT = CURVE RADIUSR TR E E R E M O V A L P L A N L-2.0 10 / 1 1 / 2 0 1 9 1 " = 5 0 ' MN MN - SCALE: 0 200100500 1" = 50' N O R T H CAROLIN A PR O FESSION ENGI N E E R SEAL A L T I M O THY G. CL I N K S C ALES 0 2 8 8 4 7 EXISTING TREE TO BE REMOVED (TYP) EXISTING TREES ALL SIGNIFICANT TREES LOCATED ON SITE SHALL BE RETAINED AND BE PROTECTED IN PLACE. ALL PROPOSED SITE IMPROVEMENTS ARE DESIGNED TO ACCOMMODATE EXISTING SIGNIFICANT TREES AND SHALL BE FIELD ADJUSTED AS REQUIRED IN ORDER TO PROTECT TREES AND PROVIDE A HEALTHY GROWING ENVIRONMENT. MA T C H L I N E : S E E S H E E T L - 2 . 1 X = FENCE SITE LEGEND EXISTING TREE TO REMAIN A EXISTING TREE 3' MIN. STAKE HEIGHT ABOVE GRADE DRIPLINE PROTECTIVE BARRIER NOTES: NTS METHOD OF TREE PROTECTION DURING CONSTRUCTI0N ·TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION ·INSTALLATION OF PROTECTION FENCING IS REQUIRED PRIOR TO LAND DISTURBING ACTIVITY AND IS TO BE MAINTAINED UNTIL AFTER FINAL SITE INSPECTION ·FENCING SHALL BE INSTALLED AT THE DRIPLINE OR AT THE BOUNDARY OF THE CRITICAL ROOT ZONE, WHICHEVER IS GREATER DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. CRITICAL ROOT ZONE - 1' RADIUS FROM THE TREE TRUNK PER 1" CALIPER TREE PROTECTION FENCE (TYP) LEGEND: PROPOSED TREE PROTECTION FENCE EXISTING TREE TO BE REMOVED TREE REMOVAL/MITIGATION NOTES: 1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN TREE PROTECTION FENCING. 2.ALL TREES TO BE REMOVED SHALL BE DUE TO ESSENTIAL SITE IMPROVEMENTS. MITIGATION FOR ANY TREE REMOVAL SHALL ONLY BE APPLICABLE TO SIGNIFICANT TREES REMOVED. 10/11/2019 X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXX PNE 17 OAK 18PNE 16 OAK 10 OAK 12 OAK 10 OAK 8 GUM 8 ASH 12 GUM 13OAK 22 OAK 17 OAK 13 ASH 9 OAK 8PNE 16 OAK 8 OAK 8 PNE 22 PNE 18 OAK 10 OAK 11 PNE 16 PNE 15 OAK 8 OAK 10 PNE 14 OAK 8 OAK 14 PNE 24 PNE 14 PNE 20PNE 18 MAG 6PNE 18 PNE 14 OAK 10PNE 14 PNE 12GUM 10 PNE 24 OAK 12 OAK 19 PNE 14 MAP 8 MAP 10 MAP 10 PNE 14OAK 8 MAP 8 MAP 8 MAP 8 GUM 8 GUM 8 GUM 12 PNE 18 PNE 20 PNE 12 PNE 22 PNE 14 PNE 14 GUM 8 PNE 12GUM 8 GUM 12 PNE 12 OAK 10OAK 12 GUM 9 GUM 10 GUM 12 PNE 14 PNE 13 PNE 15 OAK 8 OAK 8 GUM 9 GUM 10 GUM 9 GUM 12 PNE 18 PNE 18 GUM 12 GUM 10 GUM 8 GUM 9 OAK 9 OAK 11 GUM 8 GUM 12 GUM 15 OAK 12 , 1 4 OAK 9 PNE 20 OAK 14 OAK 14 OAK 10 OAK 18 OAK 8 MAP 8MAP 10 OAK 8 OAK 20 GUM 24 GUM 18 GUM 24 OAK 20OAK 20 GUM 12 GUM 10 GUM 12 GUM 8 MAP 8 OAK 14 PNE 13 GUM 10 GUM 12 OAK 10GUM 8 GUM 10 GUM 10 GUM 10 GUM 8 GUM 8 MAG 5 GUM 10 GUM 10 GUM 10 GUM 18 X X X X X X X X X OAK 10 , 1 0 , 8 E TR 21 21 2 1 21 20 20 20 20 20 20 20 20 20 20 19 19 19 19 19 19 19 19 19 19 18 18 18 18 18 18 1 8 18 1818 18 17 17 17 17 17 1 7 171717 17 17 17 17 17 17 17 16 16 16 16 16 16 161616161616161616 15 15 15 15 1515151515 15 15 14 14 14141414141414 13 13 S 2 3 ° 3 0 ' 3 6 " W - 1 9 1 . 8 2 ' ( T O T A L ) N 70°34'56" W 362.99'IRF (CC ) IPF 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 16750 . 0 ' 12' GRAVEL DRIVE DITCH DITCH DITCH GREENHOUSE SHED 8" P V C 4" C P P EN D N O T F O U N D 4" CPP INV.=1 4 . 0 9 ' INV.=14 . 2 6 ' POND INV.=13 . 9 4 ' INV.=1 5 . 3 9 'INV.=15 . 0 5 ' 17 3 . 5 1 ' 18 . 3 1 ' CO N T A I N E R CO N T A I N E R CO N T A I N E R SHED MICHAE L R . E A T O N SHELIA C . E A T O N D.B. 27 6 6 , P G . 4 2 3 PID: R0 7 9 0 0 - 0 0 3 - 0 2 8 - 0 0 0 RIVER R O A D C O N S T R U C T I O N , L L C . D.B. 621 4 , P G . 3 7 1 PID: R0 7 9 0 0 - 0 0 3 - 0 3 0 - 0 0 0 FENCE FENCE FE N C E N 70°34'56" W 362.99' N 70°29'33" W 299.57' N 71°02'50" W 77.07' N 70°31'19" W 140.85' S 2 3 ° 2 5 ' 5 8 " W 19 1 . 7 8 ' S 2 3 ° 2 5 ' 5 8 " W 21 4 . 3 7 ' ( T I E ) S 2 3 ° 2 5 ' 5 8 " W 31 0 . 6 4 ' ( T I E ) AXLE (C C ) IPF IPF IPF 50' PRIVATE RIGHT-OF-WAY D.B. 1709, PG. 429 M.B. 63, PG. 167 50 . 0 ' 12' GRAVEL DRIVE MY R T L E G R O V E R O A D 60 ' P U B L I C R / W PDZ IN V E S T M E N T S , L L C . D.B. 58 7 7 , P G . 7 5 0 PID: R0 7 9 0 0 - 0 0 3 - 0 4 9 - 0 0 0 PDZ IN V E S T M E N T S , L L C . D.B. 525 9 , P G . 7 6 1 PID: R0 7 9 0 0 - 0 0 3 - 0 2 9 - 0 0 1 RUDIE W O R L E Y M A L P A S S QTIP T R U S T A G R E E M E N T D.B. 24 8 9 , P G . 3 1 3 PID: R0 7 9 0 0 - 0 0 3 - 0 2 7 - 0 0 1 ANDRE W F . D I C K S E Y , J R . PEGGY N . D I C K S E Y D.B. 15 3 5 , P G . 6 0 9 PID: R0 7 9 1 5 - 0 0 1 - 0 0 2 - 0 0 0 GERAL D H U F F M A N D.B. 14 0 3 , P G . 1 3 9 8 PID: R0 7 9 1 5 - 0 0 1 - 0 0 3 - 0 0 0 DA T E : SC A L E : DE S I G N E D : DR A W N : CH E C K E D : PEI JOB#: CO N C E P T U A L L A Y O U T : PR E L I M I N A R Y L A Y O U T : FI N A L D E S I G N : RE L E A S E D F O R C O N S T : PR O J E C T S T A T U S RE V I S I O N S : DR A W I N G I N F O R M A T I O N SEAL CL I E N T I N F O R M A T I O N : 12 2 C i n e m a D r i v e Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 0 3 (9 1 0 ) 7 9 1 - 6 7 0 7 ( O ) ( 9 1 0 ) 7 9 1 - 6 7 6 0 ( F ) NC L i c e n s e # : C - 2 8 4 6 SA M ' S N U R S E R Y & T R E E F A R M 67 1 0 M Y R T L E G R O V E R O A D WI L M I N G T O N , N O R T H C A R O L I N A 18113.PE SA M I R A N A Z I R A I S I C 20 5 C O U N T R Y P L A C E R O A D WI L M I N G T O N , N C 2 8 4 0 9 FI N A L D E S I G N - N O T R E L E A S E D F O R C O N S T R U C T I O N TR E E R E M O V A L P L A N L-2.1 10 / 1 1 / 2 0 1 9 1 " = 5 0 ' MN MN - SCALE: 0 200100500 1" = 50' N O R T H CAROLIN A PR O FESSION ENGI N E E R SEAL A L T I M O THY G. CL I N K S C ALES 0 2 8 8 4 7 EXISTING TREE TO BE REMOVED (TYP) MA T C H L I N E : S E E B E L O W L E F T EXISTING TREE TO REMAIN TREE PROTECTION FENCE (TYP) MA T C H L I N E : S E E A B O V E R I G H T MA T C H L I N E : S E E S H E E T L - 1 . 0 10/11/2019