The URL can be used to link to this page

Home My WebLink AboutPreliminary PlanHILTON BLUFFS 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. CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED. CONTACT THESE UTILITIES NEW HANOVER COUNTY PLANNING PH: 910-798-7165 ENGINEERING PH: 910-798-7139 PIEDMONT NATURAL GAS ATTN: PAUL GONKA PH: 910-251-2810 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER) ENGINEERING/INSPECTIONS PH: 910-332-6560 OPERATIONS/MAINTENANCE PH: 910-322-6550 DUKE ENERGY PROGRESS GENERAL PH: 800-452-2777 AT&T PH: 910-341-7664 SPECTRUM PH: 800-892-4357 NEW HANOVER COUNTY SHEET INDEX SEPTEMBER 2024 C-0.0 COVER SHEET APPROVALS:CONSULTANTS: LANDSCAPE ARCHITECT: NEW HANOVER COUNTY PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: JEREMY BLAIR, PE (ENGINEERING) ATTN: ALLISON ENGEBRETSON (LANDSCAPE ARCHITECT/ LAND PLANNER) PARAMOUNTE ENGINEERING, INC. 122 CINEMA DRIVE WILMINGTON, NORTH CAROLINA 28403 P: (910) 791-6707 ATTN: JOSH TAYLOR, PLS PROJECT # 23355.PE APPLICANT: ENGINEER / SURVEYOR : PREPARED BY: PR E L I M I N A R Y 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 122 Cinema Drive Wilmington, North Carolina 28403 (910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 HILTON BLUFFS SHEET NUMBER SHEET TITLE MASTER PLAN SEPTEMBER 2024 FOR PRELIMINARY PLAN / MAJOR SUBDIVISION CASTLE HAYNE ROAD EXISTING CONDITIONSEX-1 COPPER BUILDERS, LLC 1900 W MOREHEAD ST, STE 102 CHARLOTTE NC 28209 ATTN: WADE MILLER COPPER BUILDERS, LLC 1900 W MOREHEAD ST, STE 102 CHARLOTTE NC 28209 VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD SL E D G E R D CR O W A T A N R D CAS T L E H A Y N E R D MC D O U G A L D D R PRIVAT E PRIVATE GE PRELIMINARY PLANC-2.0 - C-2.1 181 6 20 14 1 2 8 1 0 18 16141216181820 181614 1222201816141210 20 18 1614 1210 8 22 24 26 28 30 32 34 38363432 32 30 222426281216141210 6 8 6 6 4 6 88 86 6 8 4 6 86 8 10 10 6 18 18 16 14 20 14161820 2018 2422 18 18 18 20 8 16 16 18 22 24 2222 22 22 24 24 22 20 16 20 18 16 14 18 10 18 14 14 12 108642 1210 12 WE T WET WET WET WET WET WET WET WET WET WET W E T WE T WE T WE T WET WET WE T WE T W E T WET WET WET WET WE T WET WET WE T WET WE T WET WE T WET WET WET WET WET WET WE T WET WET WET WET WE T WET WE T WET WETWET WE T WET WE T WET WET WE T WE T WET WET W E T WE T WET WE T W E T WE T WE T WE T WE T WE T WE T WET WET WE T WE T WET WETWET W E T WET W E T WET WE T WET WE T WET WET WET WET WET WET WET WET WET WE T WET WET WET WET WET WET WET WET WE T WE T WE T W E T WET WE T WET WET WE T WE T WE T WE T W E T WET WET WET WET WET WET WE T WET WET WET WET WET WE T WET WE T WET WE T WET WET WET WET WET WETWET WETWET WE T WE T WET WET WET WET WE T WET WET WET WET WET WET WE T WE T WET WET WET WET WE T WE T WET WET WE T W E T WE T WETWET WET WET WE T WET WET WET WETWET WET W E T WET WETWET WE T WET WET WET WET WET WET WET WET WET W E T WET WET WE T WET WET WE T W E T WET WET WET WET WE T WE T WE T WE T WE T W E T W E T WET WET WET WET WET WET WE T WE T WET WET WE T WET WE T WE T WETWET WET WE T WET WET W E T WET W E T WET WET WE T WE T WET WET WET WET WET WE T WE T W E T WE T WET WE T WE T WE T W E T WET W E T WE T WET WET WE T WET W E T W E T WE T WE T WE T WE T WE T WE T WE T WE T W E T WET WE T WE T WET WET WET WET WE T W E T WET WET WET WE T WET W E T WE T WET WET WET WE T WE T WE T W E T WET W E T W E T WE T W E T WE T W E T WE T WE T WE T WE T WE T WE T WET WE T WET WET W E T WET W E T WET WET W E T W E T WE T WET WE T WET WET WET W E T WE T WE T WETWET W E T WET WET WET WE T WET WE T W E T WET WET WE T W E T W E T WET WET WE T W E T W E T W E T W E T WE T WE T WE T WET WE T WE T WET WET WE T WET WET WET WET WE T WET WET WE T WET WET WET WET WET WETWE TWET WE T WE T WE T WET WET WET WET WET WET W E T W E T WE T WE T WE T WET W E T WET WET W E T WET WET WE T WET WET WE T WE T WET WET W E T WE T WET WET W E T WET WE T WET WET WET WET WETWET WET WE T WET W E T WE T WE T WE T W E T WE T WE T WET WE T WET WET WET WE T WET WE T WET WETWET WET WET WET WETWE T WET WE T WE T W E T WE T WE T WETWET WET WET WET WET WETWETWET W E T WE T WE T WE T WET WET W E T W E T WET WETWET WE T WE T WET WE T WE T WE T WET WE T W E T WET WET W E T WE T W E T WET WET WET WET WE T WE T WETWET WET WET WE T WET WET WET WET WET WETWETWETWET WET WETWET WET WET WE T WE T WE T WE T WET WET WET WE T W E T W E T WET WET WET WET WETWET WET WET WE T WET WE T WET WET WET WET WET WET WET WET WET WET WET WET WET WE T W E T WET WE T WET WET WET WE T WET WET WET WET WET WE T WE T WET WET WE T WE T WE T WE TWET WET WET WET WET WET WET WE T WET WET WET WE T WET WET WE T WE T WE T WET WE T WET WET WE T WE T WE T WE T WET W E T WE T WE TWET WE T WET WET WE T WE T WET WET WET WET WET WET WE T WE T WE T BOX CULVERT NC H W Y . 1 3 3 - C A S T L E H A Y N E R O A D PUB L I C R / W V A R I E S 60' R/W ( A S S U M E D ) MO N U M E N T E D R / W ( V A R I E S ) 18' U N I M P R O V E D C O M M U N I T Y R O A D 30' DRA I N A G E E A S E M E N T 20' DRAINAGE EASEMENT APPROXIMATE ACCESS &DRAINAGE EASEMENT AREA-GE TO SLEDGED.B. 806, PG. 729 1 2 34 56 7 8 9 10 11 1213 14 15 161719 PID: R01700-001-014-000 KEVIN A. HOMMES JENNIFER ELISABETH HOMMES D.B. 6252, PG. 1872 TRACT TWO PID: R01700-002-014-000 D. WEBSTER TRASKREVOCABLE TRUST D.B. 6026, PG. 2773 PID: R01700-001-001-000 NUCLEAR FUEL HOLDING CO., INC. D.B. 6697, PG. 618 M.B. 74, PG. 255 PID: R01700-001-006-000 STEPHEN J. SZCZERBIAK ISABELLE F. SZCZERBIAK D.B. 6001, PG. 1395M.B. 63, PG. 122 PID: R01700-001-015-000 ROBERT PAYNE JR. LAURIE PAYNE D.B. 6456, PG. 677 M.B. 56, PG. 235 M.B. 56, PG. 301 PID: R00900-001-001-000 SJM HILTON, LLC BFM HILTON, LLC ESW HILTON, LLC DSF HILTON, LLC JFM HILTON, LLC D.B. 6486, PG. 1782 PID: R00900-001-002-000 SJM HILTON, LLC D.B. 6486, PG. 1782 PARCEL AREA 175,935,130.75 SF ± 4,038.91 AC. ± 1820 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-Y R 100-YR 100-Y R 100-Y R 100-YR 100-Y R 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-YR 100-Y R 100- Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100- Y R 100-YR 100-Y R 100-YR 100-YR 100-YR 100-Y R 100-Y R 100- Y R 100-Y R 100-Y R 100-YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 YR 500 YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100-YR 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-YR 100-YR 100-YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR500 YR 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR500 YR 500 YR 500 Y R500 YR 500 YR500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 YR500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 YR500 YR 500 YR 500 YR 500 Y R 500 YR 1 0 0 - Y R 100-YR 100-Y R 100-YR 100-YR 100 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100 - Y R 100- Y R 100-YR100-YR 100 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 10 0 - Y R 100-YR 100-YR 10 0 - Y R 10 0 - Y R 100- Y R100-YR 10 0 - Y R 100-Y R 100 - Y R 100 - Y R 100-Y R 100-YR 100 - Y R 10 0 - Y R 100-Y R 100-YR 100-Y R 10 0 - Y R 100 - Y R 10 0 - Y R 100-YR100 - Y R 100-YR 100-YR 100 - Y R 100-YR 100-Y R 100 - Y R 10 0 - Y R 100 - Y R 10 0 - Y R 50 0 Y R 500 Y R 500 YR 500 Y R 500 Y R 50 0 Y R 500 Y R 5 0 0 Y R 500 YR 500 YR 50 0 Y R 50 0 Y R 5 0 0 Y R 50 0 Y R 5 0 0 Y R 500 YR 500 YR5 0 0 Y R 50 0 Y R 500 Y R 500 YR 500 Y R 50 0 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR500 YR 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-YR 100-YR 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-YR 100- Y R 100-Y R 100-YR 100 - Y R 100-Y R 100-Y R 100-Y R 100- Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100-YR 100-Y R 100-Y R 100-Y R 100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100- Y R 100-YR 100-YR 100- Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100- Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-Y R 100-YR 100-YR 100-YR 100-Y R 100-YR 100-YR 100-Y R 100- Y R 100- Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100- Y R 100-YR 100- Y R 100-Y R 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-YR 100- Y R 100-Y R 100-Y R 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-Y R 100-YR 100-Y R 100-Y R 100-YR 100-YR 100- Y R 100-YR 100-YR 100-YR 100-Y R 100-Y R 100-YR 100-Y R 100-YR 100- Y R 100- Y R 100-Y R 100-YR 100-YR 100-Y R 100-Y R 100-Y R 100-Y R 100-Y R 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-YR 100-Y R 100-YR 100-Y R 100-YR 100-YR 100-Y R 100-Y R 100-Y R 100-Y R 100-Y R 100-YR 100-Y R 100-Y R 100-YR 100-YR 100- Y R 100-YR 100-YR 100-YR 100- Y R 100-Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100- Y R 100-Y R 100- Y R 100- Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100- Y R 100-Y R 100-YR 100-YR 100-YR100-YR 100-YR 100-YR 100-YR 100-YR 100-Y R 100- Y R 100-YR 100-YR 100-YR 100-YR 100-Y R 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-YR 100-YR 100-Y R 100-YR 100-Y R 100-Y R 100- Y R 100-Y R 100-Y R 100-Y R 100- Y R 100-Y R 100-YR100-YR 100-Y R 100-Y R 100-YR100-YR 100-Y R 100-YR 100-Y R 100-YR 100-YR100-YR 100- Y R 100-Y R 100-YR 100-YR 100-YR 100-YR100-YR 100-YR 100-YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 YR 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 YR500 YR 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 YR 500 YR 500 YR 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 YR 500 YR500 YR 500 YR 500 YR 500 Y R 500 YR500 YR 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 Y R 500 YR 500 Y R 500 YR 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 YR500 YR 500 Y R 500 YR 500 Y R 500 YR 500 Y R 500 Y R 500 YR 500 YR 302622 18 L1 L2L3L4L5L6 S 0 1 ° 1 9 ' 2 7 " E 10 3 7 . 3 2 ' L 7 L 8 L 9 L10 L 1 1 L 1 2 L13 L1 4 L15 L1 6 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L 2 7 L2 8 L 2 9 L3 0 L31 L32 L33 L 3 4 L 3 5 C1 L3 6 L3 7 N 77°37'2 8 " W 1448.90' L38 N 4 5 ° 2 1 ' 4 7 " W 3 1 4 3 . 5 7 ' N 5 9 ° 3 2 ' 5 6 " W 43 1 2 . 3 6 ' S 87°29'46" W 2942.35' 132 9 . 0 2 ' S 2 9 ° 3 9 ' 2 7 " W 3 0 2 5 . 9 5 ( T O T A L ) 169 6 . 9 3 ' L39 L 4 0 L4 1 L4 2 L 4 3 L44 L4 5 L46 L47 L48 L49 L50 S 65 ° 3 5 ' 2 5 " E 143 1 . 1 7 ' L5 1 L52 R/W / ACCESS EASEMENT D.B.6486, PG. 1782 ACCESS & DRAINAGE EASEMENTS D.B.806, PG. 729 D.B.856, PG. 800 NCSR 2106 - MCDOUGALD DRIVE 60' PUBLIC R/W M.B.19, PG. 5 SECOND TRACT EXCEPTION FROM D.B.806, PG. 460 30' DRAINAGE EASEMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 16 17 PID: R01700-001-031-000 PAYTON ELEANOR WARING DUNCAN M. WARING D.B. 6598, PG. 766 M.B. 63, PG. 122 D.B. 856, PG. 801 D.B. 860, PG. 181 M.B. 19, PG. 5 D.B. 856, PG. 801 D.B. 860, PG. 181 M.B. 19, PG. 5 PID: R01700-001-004-007 FINDERS LIVING TRUST D.B. 3882, PG. 442 LOTS 63A & 63B PID: R01714-001-009-000 TIMOTHY L. COTTON RUTH W. COTTON D.B. 1407, PG. 1604 M.B. 28, PG. 33 LOT 63 PID: R01714-001-008-000 JAMES MICHAEL FISK, SR. DENISE KEEN FISK D.B. 5437, PG. 172 M.B. 28, PG. 33 LOT 61 & 62 PID: R01714-001-013-000 JONATHAN G. KOEHLI D.B. 6196, PG. 368 M.B. 29, PG. 75 M.B. 30, PG. 162 LOT 60 PID: R01714-001-013-000 JONATHAN G. KOEHLI D.B. 6196, PG. 368 M.B. 29, PG. 75 M.B. 30, PG. 162 LOT 59 PID: R01714-001-024-000 ROBERT LOUIS SOUTHERLAND JR. D.B. 6243, PG. 272 M.B. 32, PG. 135 LOT 58 PID: R01714-001-023-000 RANDALL EARL MURPHY D.B. 2965, PG. 247 M.B. 32, PG. 135 LOT 57 PID: R01714-001-022-000 WILLIAM L. RIDENOUR D.B. 2921, PG. 264 M.B. 32, PG. 135 LOT 56R PID: R01714-001-021-000 JAMES EASON D.B. 2921, PG. 264 M.B. 32, PG. 135 LOT 55R PID: R01714-001-036-000 DUANE V. SUTTON D.B. 4385, PG. 555 M.B. 32, PG. 135 LOT 54 PID: R01714-001-035-000 LEAH M. MCLEAN D.B. 5883, PG. 1605 M.B. 34, PG. 29 PID: R01714-001-034-000 ALVIN W. HELTON JULIE G. HELTON D.B. 5542, PG. 840 19 PIN: R00900-001-001-000 D.B. 6486, PG. 1782 SJM HILTON, LLC, ETAL 20 PID: R01700-001-015-000 GREGORY D NEHER JUDY M NEHER D.B. 1749, PG. 0583 PID: R01700-001-013-000 ROBERT W THOMAS JR WENDY M THOMAS D.B. 6397, PG. 735 PID: R01700-001-006-000 JENNIFER H SCHWARTZ D.B. 6646, PG. 164 PID: R01700-001-005-000 TRACY MARIE PUGH D.B. 6042, PG. 1783 ADJACENT PROPERTY OWNERS LINE BEARING DISTANCE L1 S 88°50'27" W 9.65' L2 S 88°50'27" W 462.72' L3 S 88°51'47" W 369.98' L4 S 88°49'58" W 199.93' L5 S 88°56'47" W 110.19' L6 S 88°58'47" W 815.36' L7 S 45°18'01" E 902.16' L8 S 45°29'10" E 100.02' L9 S 45°25'33" E 107.19' L10 S 45°23'45" E 100.03' L11 S 45°13'10" E 100.03' L12 S 45°21'56" E 300.20' L13 S 59°45'38" E 170.04' L14 S 59°45'20" E 736.84' L15 N 53°55'33" E 244.50' L16 S 06°01'35" W 46.13' L17 S 81°26'39" E 91.63' L18 N 63°04'00" E 121.42' L19 N 76°53'10" E 108.17' L20 N 77°25'50" E 100.71' L21 S 83°53'34" E 145.18' L22 S 77°57'17" E 91.34' L23 S 75°49'02" E 98.20' L24 N 66°30'18" E 101.43' L25 N 86°44'11" E 95.51' L26 N 87°31'43" E 73.77' L27 S 31°40'37" E 109.12' L28 S 07°38'42" E 155.99' L29 S 36°56'55" E 159.19' L30 S 55°14'09" E 85.22' L31 S 81°21'40" E 39.70' L32 S 71°29'21" E 84.35' L33 S 61°19'20" E 85.93' L34 S 47°23'04" E 92.27' L35 S 42°41'34" E 88.00' L36 N 59°11'37" W 121.18' L37 N 59°11'37" W 240.63' L38 N 59°27'06" W 912.18' L39 N 71°19'14" W 120.43' L40 N 40°22'27" W 97.33' L41 N 50°17'30" W 83.57' L42 N 03°38'06" E 94.11' L43 N 27°04'20" W 204.15' L44 N 34°02'06" E 362.85' L45 N 24°47'05" E 378.50' L46 N 37°21'43" E 359.22' L47 N 58°55'17" E 608.52' L48 N 46°19'20" E 329.87' L49 N 36°05'15" E 508.16' L50 S 75°36'14" E 634.65' L51 S 60°46'52" E 464.15' L52 S 29°13'08" W 74.45' CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING C1 1971.97'118.20'3°26'04"118.18'S 29°50'33" W 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 JR B JR C 1" = 1 0 0 0 ' 09 . 0 3 . 2 4 NO R T H C A R O L I N A NE W H A N O V E R C O U N T Y EX-1 23355.PE EX I S T I N G C O N D I T I O N S HI L T O N B L U F F S EX-1 1" = 1 0 0 0 ' VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD SL E D G E R D CR O W A T A N R D CAS T L E H A Y N E R D M C D O U G A L D D R PRIVAT E PRIVATE GE 0 100 200 400 600 800 SCALE: 1"=200' LEGEND: IRON PIPE FOUND IRON ROD FOUND IRON ROD SET PK NAIL FOUND PK NAIL SET CONCRETE MONUMENT FOUND COMPUTED POINT IPF IRF IRS PKF PKS CMF CP BOUNDARY LINE ADJOINING BOUNDARY LINE RIGHT OF WAY 100-YR FLOOD LINE 500-YR FLOOD LINE 100-YR WETLANDS / CONSERVATION OVERLAY DISTRICT WETLANDS / CONSERVATION OVERLAY DISTRICT WETLANDS / CONSERVATION OVERLAY DISTRICT NORT H E A S T C A P E F E A R R I V E R 500 YEAR FLOOD ZONE 10' BASE FLOOD ELEVATION 100 YEAR FLOOD ZONE 8' BASE FLOOD ELEVATION 100 YEAR AE FLOODZONE 7' BASE FLOOD ELEVATION 500 YR N O R T H E A S T C A P E F E A R R I V E R RU N O F B R O A D W A T E R B R A N C H R U N O F B R O A D W A T E R B R A N C H WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWET WET WET WET WET WET WET X X XXX X X X X X X XX 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 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 WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WETWET WET WETWET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WETWET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WET WET WET WETWETWETWET WET WETWETWETWETWETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WET WETWETWETWETWET WET WETWET WET WETWET WET WET WETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET 16 17 18 19 20 21 22 23 24 25 32 33 34 35 36 37 38 31 30 29 28 27 26 68 69 70 71 72 73 74 75 76 77 59 60 61 62 63 64 65 66 67 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 171 170 169 168 167 166 165 164 163 162 161 160 159 158 157 156 155 154 130 129 128 127 126 125 124 123 135 134 133 132 131 144 143 142 141 140 139 138 137 136 153 152 151 150 149 148 147 146 145 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108 107 106 105 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 230 229 228 227 226 225 224 192 193 194 195 196 197 191 190 189 188 187 186 185 184 183 182 181 180 179 178 177 176 175 174 173 172 223 222 221 220 219 218 217 216 215 214 213 212 211 210209208207 206 205 204 203 202 201 200 199 198 P H A S E 2 S E C T I O N D PHAS E 2 S E C T I O N C PHA S E 2 S E C T I O N A PHASE 1 SECTION B PHA S E 1 S E C T I O N A PHASE 1 SECTION C PH A S E 1 S E C T I O N D PH A S E 3 S E C T I O N A PHASE 3 SECTION C PHA S E 3 S E C T I O N G PARK PARK PHA S E 1 S E C T I O N B RESORT-STYLE POOL CLUBHOUSE/ SALES OFFICE COURTYARD CREEK AMENITY FITNESS POOL LAP POOL KID'S POOL SUN BATHING ISLAND SUN SHELF CREEK DECK GRAND LAWN CABANAS POOL TERRACE RAM P POOL DECK LAND- SCAPE TENNIS/ PICKLEBALL COURTS FUTURE TRAIL HEAD & WETLAND OVERLOOK PHA S E 2 S E C T I O N E PHA S E 1 S E C T I O N B PHA S E 1 S E C T I O N B PHASE 1 SECTION B PHA S E 1 S E C T I O N C PH A S E 1 S E C T I O N A PHASE 3 SECTION G P H A S E 3 S E C T I O N D P H A S E 3 S E C T I O N G PHASE 1 SECTION D PH A S E 1 S E C T I O N B PHA S E 2 S E C T I O N E P H A S E 2 S E C T I O N C PHA S E 1 S E C T I O N A SPA COMMUNITY SPACES PHAS E 2 S E C T I O N B FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW WWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X X X X X X X X X X X W W W W W W W W W W W W W W FMFMFMFMFMFM FMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWW WW W WWW W W W W W W W W W W W W W W W W W WW WW FMFM FM SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SSSS SS SS SSSS SS SS SSSS SS SS SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSS SSSSSS SSSSSS SS SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS PHA S E 1 S E C T I O N A N O R T H ROA D A VICINITY MAP NOT TO SCALE NORTH 140 SITE HERMITAGE RD OPEN SPACE REQUIRED OPEN SPACE:± 807.6 AC (20% X 4038 AC) PROVIDED OPEN SPACE:± 3,089.81 AC TOTAL PHASE 1; ± 3,072.46 AC WETLANDS, ±17.35 AC AMENITY IN PHASE 1 (76.5% OF SITE) INCLUDES AMENITY, WETLANDS); NHC'S COD CONSERVATION AREA PRESERVED AS PART OF OPEN SPACE PARKING REQUIREMENTS ALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS AMENITY: TOTAL REQUIRED:NO REQUIREMENTS SPECIFIED IN UDO TOTAL PROVIDED:171 SPACES RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA: SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER BUILDING HEIGHT MAXIMUM: 40' HT MAX. BUILDING SEPARATION 10' MIN. FRONT SETBACK: 5' MIN SIDE SETBACK: 5' MIN REAR SETBACK:10' MIN. LANDSCAPING & BUFFERING NOTES 1.STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY UDO 2.THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY. VEGETATION WILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING MATERIAL AND MAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER ACCESS WHERE POSSIBLE. 3.BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THE WIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE AS NEEDED. SITE INFORMATION PROJECT LOCATION:SLEDGE ROAD AT CASTLE HAYNE ROAD CASTLE HAYNE, NC 28429 PROPERTY OWNERS:SJM HILTON, LLC BFM HILTON, LLC ESW HILTON, LLC DSF HILTON, LLC JFM HILTON, LLC PARCEL PINS &DEED BK: R00900-001-001-000 (23.01 AC) R00900-001-002-000 (23.01 AC) D.B. 6486, PG. 1782 TOTAL PROJECT SITE AREA:± 4,038 ACRES SINGLE FAMILY RESIDENTIAL:± 4038 MAX UNITS ALLOWED BY-RIGHT PHASE 1 TOTAL SINGLE FAMILY UNITS :230 LOTS PROPOSED THIS PHASE 1 CURRENT ZONING:RA PROPOSED USE:RESIDENTIAL FUTURE LAND USE CLASSIFICATION:COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION FLOOD INFORMATION:PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X – MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200K, 3720321000K, 3720321100K, 3720321200K, 3720322000K, 3720322100K, 3720322200K, 3720323100K BEARING AN EFFECTIVE DATE OF FEBRUARY 16, 2007. WETLAND: INFORMATION:A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEW PROCESS. SIDEWALKS 1.SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALL PROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THE ROAD. WASTE DISPOSAL WASTE DISPOSAL WILL BE INDIVIDUAL CARTS AT RESIDENCES EXCEPT DUMPSTERS AT AMENITY CAMPUS.. THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE. DEVELOPMENT NOTES: 1.REFER TO DEVELOPMENT'S MASTER PLAN FOR FULL PHASING INFORMATION. 2.PHASE 1 INCLUDES 4 NEIGHBORHOOD SECTIONS AND THE MAIN AMENITY CAMPUS. 3.CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN 100 HOMES PROPOSED FOR CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEING INSTALLED. DEVELOPER WILL WORK WITH NHC FIRE MARSHAL'S OFFICE TO FURTHER IDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD. 4.ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROAD STANDARDS UNLESS OTHERWISE NOTED. 5.SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED OR KNOX BOX/LOCK EQUIPMENT AND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO INSTALLATION. 6.ALL FUTURE PHASES OF DEVELOPMENT WILL BE SUBMITTED FOR REVIEW AND PERMITTING. 7.MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC. 8.AMENITY CAMPUS WILL BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICE DEVELOPED IN THIS FIRST PHASE OF DEVELOPMENT. 9.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO. 10.ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO. 11.A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFIC IMPROVEMENTS WILL BE INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BY THE FINAL TIA APPROVAL. 12.THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NO SPECIMEN TREES WERE FOUND IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHER TREES IN WETLANDS, ETC. WILL BE PRESERVED.. A TREE REMOVAL PERMIT WILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL OR MITIGATION. 12.CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONS TO SERVE PROPERTY.24' DRIVE AISLE18' PARKING STALL 18' PARKING STALL FINISHED GRADE 1.5'1.5' 6"6" 24" CURB GUTTER STD.ASPHALT PAVEMENT 1.0% 1.0% SL E D G E R D CR O W A T A N R D CAS T L E H A Y N E R D M C D O U G A L D D R PRIVAT E PRIVATE GE PROPERTY BOUNDARY LINE PHASE LINE ADJOINING BOUNDARY LINE RIGHT OF WAY CONTOUR LINE WATER LINE SEWER LINE FIRE LINE FIRE HYDRANT STREETLIGHT LEGEND 55 W W W W SS SS SS FIRE FIRE 5' CONCRETE SIDEWALK; SEE PLAN FOR LOCATIONS APPLIES TO AMENITY PARKING 20' ON WAY OR 24' TWO WAY DRIVEWAY1/4" PER FT MODIFIED VALLEY CURB 1' 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING 1.5"-SF9.5A SURFACE 5'1' 1'1' PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA. SLOPES= 3:1 24' PRIVATE ROAD 1/2" PER FT1/4" PER FT MODIFIED VALLEY CURB 1' 50' PRIVATE R/W 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING 1.5"-SF9.5A SURFACE 7'12'5'1' 1'1' PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA. SLOPES= 3:1 VARIES 1/2" PER FT1/4" PER FT MODIFIED VALLEY CURB SLOPES= 3:1 1' VARIABLE WIDTH PRIVATE R/W 6"-B25.0B BASE 1/4" PER FT 6" STONE UNDER CURBING1.5"-SF9.5A SURFACE VARIES VARIES1' 1'1' PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA. 5' WIDE SIDEWALK VARIES 11'11' 6" STANDARD CURB FOR MEDIAN 2'2' DRIVEWAY 5' SIDEWALK; SEE PLAN FOR LOCATION 5' SIDEWALK; SEE PLAN FOR LOCATION 1/4" PER FT 11' 26' COLLECTOR ROAD CONNECTION TO FUTURE DEVELOPMENT TO USE EXISTING WETLAND CROSSING TYP; NOT IN THIS PHASE 20' WIDE X 70' DEEP TEMPORARY FIRE TURNAROUND UNTIL FUTURE ROAD CONNECTIONS ARE CONSTRUCTED, TYP. EXISTING VEGETATED AREA OUTSIDE OF WETLANDS TO BE USED FOR NATURE TRAILS WHEN POSSIBLE & LINK TO COMMUNITY-WIDE SIDEWALK/ TRAIL SYSTEM; LOCATIONS MAY VARY, TYP. LOTS 1-15 MODEL HOMES MAIL KIOSK WITH PULL-OFF, TYP. LARGE ESTATE LOTS RANGE IN SIZE FROM + ±0.5 - 2 AC LOTS, TYP. ALL LOTS IN PHASE 1 ARE MIXED STREETSCAPES WITH LOT WIDTHS VARYING FROM 40' WIDE TO 70' WIDE; LOT DEPTHS VARY FROM 115' - 135' DEEP. SMALLEST LOT AREA: 4,600 SF, LARGEST LOT AREA: + 2 AC SEE MASTER PLAN FOR BREAKDOWN WETLAND AND STREAM CORRIDOR AND OPEN SPACE EITHER SIDE PROVIDE NATURE PARK AS DIVISION BETWEEN PHASE 1 AND FUTURE PHASE 3 POTENTIAL JURISDICTION AL DITCH PER SEGI WETLAND DELINEATION; IMPACTS ARE MINIMIZED TO ALL WETLANDS, DITCHES AND STREAMS; ALL REMAIN UNLESS SHOWN OTHERWISE AS ROAD CROSSINGS STORMWATER POND, TYP. FUTURE SLEDGE ROAD EXTENSION END OF SLEDGE ROAD PHASE 1 COMMUNITY PARK AND TRAIL HEAD ENTRY PARKING AREA FOR GATEHOUSE GUARDHOUSE & MAIN RESIDENTIAL NEIGHBORHOOD GATES PRIVATE DRIVE PULLING HOMES OFF MAIN COLLECTOR ROAD THROUGH COMMUNITY ROA D B ROA D C AL L E Y 1 SL E D G E R O A D 50' P U B L I C R O W RO A D D RO A D E ROA D F ROA D G R O A D H ROA D I ROA D J R O A D E LANDSCAPE CORRIDOR ALONG MAIN ENTRANCE ROADWAY 171 PARKING SPACES FOR AMENITY CAMPUS AND SALES OFFICE PHASE 1 AMENITY CLUBHOUSE & SALES OFFICE TO BE CONSTRUCTED; FUTURE BUILDINGS AND RECREATION AREAS TO FOLLOW IN FUTURE PHASES; TOTAL AMENITY CAMPUS + 17 ACRES WETLANDS, TYP. PHASE 1 POOL DROP OFF AND SHORT-TERM PARKING INDI A N C O R N T R A I L ADJACENT EXISTING SINGLE FAMILY RESIDENTIAL, TYP. EXISTING VEGETATED WETLAND BUFFER ALONG BROADWATER BRANCH TO REMAIN. ADDITIONAL LANDSCAPE AROUND AMENITY MAY BE ADDED TO INCREASE BUFFER WHERE NEEDED; BUFFER WIDTH VARIES FROM 50' - 300'+ ROAD CONNECTION TO FUTURE PHASE 2 DEVELOPMENT HI L T O N B L U F F S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 23355.PE CO P P E R B U I L D E R S , L L C 19 0 0 W . M o r e h e a d S t , S t e 1 0 2 Ch a r l o t t e N C 2 8 2 0 9 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 PR E L I M I N A R Y 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 PR E L I M I N A R Y P L A T - P H A S E 1 C-2.0 09 . 0 3 . 2 4 1" = 2 0 0 ' AH E AH E JR B GEOGRID OR GRAVEL ROAD BASE CONSTRUCTED TO HANDLE EMERGENCY VEHICLES UP TO 86,000 LBS SUBGRADE, MINIMAL COMPACTION GEOTEXTILE FABRIC NOTE: THE NEWLY CONSTRUCTED PORTION OF SECONDARY ACCESS ROAD THROUGH WOODED AREA COULD BE GEOGRID WITH GRAVEL TOP WITH SOIL AND SOD TO MAKE REINFORCED ROAD EDGE BLEND INTO LANDSCAPE; MARKINGS TO INDICATE ROAD LOCATION TO BE APPROVED BY NHC FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION FUTURE RESORT STYLE POOL 0 SCALE: 600'400'200' 1"=200' OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE BOX C U L V E R T 18' UN I M P R O V E D C O M M U N I T Y R O A D N C S R 2 1 0 6 - M C D O U G A L D D R I V E 6 0 ' P U B L I C R / W M . B . 1 9 , P G . 5 X X X X XXX XXXXXXXXXX XX X OHE OHE OHE OHE LOT 16M.B. 21, PG. 88 LOT 15M.B. 21, PG. 88LOT 17M.B. 21, PG. 88 WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WETWETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET PHAS E 2 S E C T I O N C PHA S E 2 S E C T I O N A FUTURE DEVELOPMENT PARK FUTURE DEVELOPMENT PHA S E 2 S E C T I O N E PHAS E 2 S E C T I O N B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FMFMFMFM FMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFM FMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMFM FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FUTURE DEVELOPMENT FUTURE DEVELOPMENT OHE OH E OHE OHE OHE OHE OHE OHE OHE OHE S 5 5 ° 1 4 ' 0 9 " E 85 . 2 2 ' L13 S 71° 2 9 ' 2 1 " E 84.35 ' S 6 1 ° 1 9 ' 2 0 " E 85. 9 3 ' 9 2 . 2 7 ' S 4 2 ° 4 1 ' 3 4 " E 8 8 . 0 0 ' C1 N 5 9 ° 1 1 ' 3 7 " W - 3 6 1 . 8 1 ' ( T O T A L ) 24 0 . 6 3 ' BO X C U L V E R T ACCESS EASEMENT D.B. 6486, PG. 1782 12 1 . 1 8 ' ACCESS & DRAINAGE EASEMENTS D.B. 806, PG. 729 D.B. 856, PG. 800 S 4 7 ° 2 3 ' 0 4 " E W W W W W W W W W W W W W W W W W W W W W W W W W W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM W W W W W W W W W N O R T H 0 SCALE: PROPERTY BOUNDARY LINE PHASE LINE ADJOINING BOUNDARY LINE RIGHT OF WAY CONTOUR LINE WATER LINE SEWER LINE FIRE LINE FIRE HYDRANT STREETLIGHT LEGEND 55 W W W W SS SS SS FIRE FIRE 1"=200' 200'400'600' SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROAD FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TO DESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0 N O R T H MAIN PROJECT ACCESS ROAD; REALIGN EXISTING SLEDGE ROAD; CONSTRUCT TO COUNTY ROAD STANDARDS EXISTING SLEDGE ROAD IMPROVED WITHIN EXISTING ACCESS & UTILITY EASEMENT; ROAD WILL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH PENDING NCDOT REVIEW/APPROVAL OF TIA ENTRY MEDIAN WITH MONUMENT SIGN OUTSIDE OF CASTLE HAYNE RIGHT OF WAY ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE SURROUNDING; PERMITTED SEPARATELY SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR SIREN OR KNOX BOX GATES SO NO THROUGH TRAFFIC USES SECONDARY ACCESS ROAD. PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD SCALE: 1" = 60' ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE SURROUNDING; PERMITTED SEPARATELY UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUA REVIEW AND COORDINATION PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULL MOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIA APPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOT WILL REVIEW AND APPROVAL DRIVEWAY DESIGN SL E D G E R O A D 50' P U B L I C R O W SL E D G E R O A D 50' P U B L I C R O W CAS T L E H A Y N E R D . 100 ' P U B L I C R O W CAS T L E H A Y N E R D . 100 ' P U B L I C R O W DE K K E R R D 60 ' P U B L I C R O W BERG L N60' PU B L I C R O W DIRCK R D . 10' WIDE NON-MUNICIPAL UTILITY EASEMENT EITHER SIDE OF ALL RIGHT OF WAYS THIS DEVELOPMENT EXCEPT IN NARROW PART OF SLEDGE ROAD ENTRANCE BETWEEN GE AND ADJACENT NEIGHBORHOOD HI L T O N B L U F F S NE W H A N O V E R C O U N T Y NO R T H C A R O L I N A 23355.PE CO P P E R B U I L D E R S , L L C 19 0 0 W . M o r e h e a d S t , S t e 1 0 2 Ch a r l o t t e N C 2 8 2 0 9 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 PR E L I M I N A R Y 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 PR E L I M I N A R Y P L A T - P H A S E 1 SI T E A C C E S S C-2.1 09 . 0 3 . 2 4 1" = 2 0 0 ' AH E AH E JR B STREETLIGHT, TYP. MAIN RESIDENTIAL ENTRANCE, TYP. IMPROVED & REALIGNED SLEDGE ROAD, TYP. LANDSCAPE BUFFER & TRAIL AREA BETWEEN ROW AND PROPERTY LINE SHARED PROPERTY LINE WITH GE WETLANDS ALONG EXISTING CREEK PHASE LINE, TYP. EXISTING OLD POWERLINE EASEMENT TO BE ABANDONED IF THIS AREA DEVELOPED IN FUTURE FUTURE RESIDENT'S ACCESS; GATED MAIN ENTRANCE GATEHOUSE,, TYP.