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Lake Pointe TRC_v1 (2)SITE D A I R Y F A R M R D SIDBURY R D BL U E C L A Y R D WOODHA V E N D R MIL L H O U S E R D BROOKDALE DR GI L B E R T C U R R Y D R HE R M I T A G E D R SUNRAY RD GLAZIER RD I - 4 0 FA L C O N C T BA L L A R D D R C O N W A Y R D LO D G E C T P R O S P E R I T Y R D TWIN OAKS DR JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 0 . 0 - C O V R . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E CO V E R S H E E T C0.0 1"=1000' NA D 8 3 VICINITY MAP 1"=1000' PROPOSED USE: PROJECT: SITE DATA ENGINEER: TOTAL SITE AREA: PROPERTY LOCATION: DEVELOPER: TOWNSHIP: RESIDENTIAL (PERFORMANCE DEVELOPMENT) LAKE POINTE JOHN WALL, PE PHONE: 910-746-1144 WILMINGTON, NC 28403 430 EASTWOOD ROAD TIMMONS GROUP EMAIL: JOHN.WALL@TIMMONS.COM AMERICAN COASTAL DEVELOPMENT 115 N 3RD ST, SUITE 103 BLUE CLAY ROAD, CASTLE HAYNE, NC 28429 WILMINGTON, NC 28403 WILMINGTON JIMMY HOPKINS SITE SPECIFIC PLAN NEW HANOVER COUNTY, NORTH CAROLINA 112.21± ACRES ZONING:R-15 EXISTING USE:VACANT CASTLE HAYNE LAKE POINTE JIMMY@ACD-LLC.COM PHONE: 910-431-4887 PROPERTY OWNERS: JCJ COASTAL LLC 2225 MORELAND DR. WILMINGTON, NC 28405 PID: R01800-003-017-000 D.B.6471, PG 2596 ZONING: R-15 AREA: 20.30 AC JCJ COASTAL LLC 2225 MORELAND DR. WILMINGTON, NC 28405 PID: R01800-003-018-000 D.B.6473, PG 1335 ZONING: R-15 AREA: 20.11 AC JCJ COASTAL LLC 2225 MORELAND DR. WILMINGTON, NC 28405 PID: R01800-003-011-000 D.B.6473, PG 1335 ZONING: R-15 AREA: 31.42 AC JCJ COASTAL LLC 2225 MORELAND DR. WILMINGTON, NC 28405 PID: R01900-001-013-000 D.B.6473, PG 1335 D.C.ZONING: R-15 AREA: 25.14 AC JCJ COASTAL LLC 2225 MORELAND DR. WILMINGTON, NC 28405 PID: R01900-001-006-000 D.B.6473, PG 1335 ZONING: R-15 AREA: 14.58 AC JCJ COASTAL LLC 2225 MORELAND DR. WILMINGTON, NC 28405 PID: R01905-003-001-000 D.B.6473, PG 1335 ZONING: R-15 AREA: 0.66 AC CLASS IV SOILS:0.78± ACRES NET AREA:111.43± ACRES Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS C2.0 OVERALL SITE SPECIFIC SITE AND UTILITY PLAN C2.1 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 1 OF 5 C2.2 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 2 OF 5 C2.3 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 3 OF 5 C2.4 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 4 OF 5 C2.5 DETAILED SITE SPECIFIC SITE AND UTILITY PLAN - SHEET 5 OF 5 C3.0 OVERALL SITE SPECIFIC GRADING AND DRAINAGE PLAN C3.1 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 1 OF 5 C3.2 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 2 OF 5 C3.3 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 3 OF 5 C3.4 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 4 OF 5 C3.5 DETAILED SITE SPECIFIC GRADING AND DRAINAGE PLAN - SHEET 5 OF 5 C4.0 OVERALL TREE MITIGATION PLAN C4.1 DETAILED TREE MITIGATION PLAN - SHEET 1 OF 4 C4.2 DETAILED TREE MITIGATION PLAN - SHEET 2 OF 4 C4.3 DETAILED TREE MITIGATION PLAN - SHEET 3 OF 4 C4.4 DETAILED TREE MITIGATION PLAN - SHEET 4 OF 4 C4.5 TREE REMOVAL TABLES C4.6 TREE MITIGATION TABLES C5.0 OVERALL LANDSCAPE AND PLANTING PLAN C5.1 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 1 OF 4 C5.2 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 2 OF 4 C5.3 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 3 OF 4 C5.4 DETAILED LANDSCAPE AND PLANTING PLAN - SHEET 4 OF 4 C6.0 SITE NOTES AND DETAILS - SHEET 1 OF 4 C6.1 UTILITY NOTES AND DETAILS - SHEET 2 OF 4 C6.2 UTILITY NOTES AND DETAILS - SHEET 3 OF 4 C6.3 STORM SEWER NOTES AND DETAILS - SHEET 4 OF 4 10 1 0 1 0 1 0 1010 10 10 1010 1010 10 10 10 10 1 010 10 10 1 0 1 0 1 0 1 0 1010 1010 15 15 151 5 1 5 15 15 15 15 151515 15 1 5 15151515 15 15 15 1 5 1 5 1 5 1515 1 5 1 5 1515 15 15 1 5 15 15 15 15 15 1 5 15 15 1 5 1 5 15 15 1 5 1 5 1 5 1 5 15 15 1 5 20 20 20 2 0 2 020 20 20 2 0 20 2 020 20 20 2 0 2 0 2 0 20 2 0 202020 2 0 2 0 20 2 0 2 0 20 20 20 2 0 2 0 20 2 0 20 2 0 2 0 20 20 2 0 20202020 2 0 2 0 2 0 20 20 20 2 0 2 0 20 2 0 20 2 0 202 0 20 20 20 2 0 2 0 202 0202 0 20 2 0 2 0 20 2020 20 20 252 5 25252525 2525 25 25 25 2525 2 5 252 5 2 5 2 5 25 2 5 25 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2525 2 5 2 5 25 25 2 5 2 5 25 2 5 25 25 25 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 25 25 2 5 25 2 5 25 25 25 25 2525 30 3 0 3 0 3 0 30 30 3 0 3 030303 0 3 0 202 0 2 0 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 25 25 2525 252525252525 2 5252 5 2525 25 25 2 5 252 5 2 5 30 3 0 3 0 3 0 303030 30 3030 30 30 1 2 4 5 6 7 8 9 10 11 12 16 14 13 17 18 3 15 19 BL U E C L A Y R D GI L B E R T C U R R Y D R WOODHA V E N D R FEM A 5 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA5 0 0FEMA500FE M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEMA500 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100FEMA100 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA50 0 FEMA 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEMA100 FEMA100 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA50 0 FEMA 5 0 0 FEMA500 FEMA500 FEMA500 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 Z O N E " A E " ( E L . 2 1 . 7 ) Z O N E " A E " E L . 2 2 . 0 SHADED "X" Z O N E " X " ZONE " X " SHADED "X" SHAD E D " X " ZONE "X " Z O N E " X " Z O N E " A E " ( E L . 2 2 . 6 ) ZONE "AE" (EL. 22.2)ZONE "X" Z O N E " A E " ( F L O O D W A Y ) FEMA50 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA1 0 0 FEMA10 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 X X X EXISTING POND APPROXIMATE POWER LINE EASEMENT AS SCALED FROM MB 49, PG 85 FLOOD ZONE "X" FLOOD ZONE SHADED "X" FLOOD ZONE "AE" FLOODWAY FLOOD ZONE "X" FLOOD ZONE "X" FLOOD ZONE "X" FLOOD ZONE SHADED "X" FLOOD ZONE SHADED "X" FLOOD ZONE SHADED "X" FLOOD ZONE "AE" FLOOD ZONE "AE" FLOOD ZONE "AE" FLOOD ZONE "AE" FLOOD ZONE SHADED "X" 15" CULVERT 15" CULVERT 18" CULVERT 36" CULVERT EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE 15" CULVERT 18" CULVERT 24" CULVERT 15" CULVERT 12" CULVERT 18" CULVERT 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 8' ' W DYH DYH DYH DYH APPROXIMATE LOCATION OF EXISTING 12" WATERLINE APPROXIMATE LOCATION OF EXISTING 8" WATERLINE L 8 8 L 8 9 L 9 0 L91 L92 L93 L94 L9 5 L9 6 L9 7 L9 8 L99 L 1 0 0 L101 L 1 0 2 L103 L1 0 4 L1 0 5 L106L 1 0 7 L108 L109L110 L111 L112 L113 L1 1 4 L115 L116 L117 L118 L119L120 L121 L122 L123 L124L125 L126 L12 7 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L1 4 1 L1 4 2 L1 4 3 L1 4 4 L1 4 5 C 1 APPROX. LOCATION OF DRIVEWAY #2 PER "SIDBURY CROSSING" PLANS BY PARAMOUNTE ENGINEERING DATED 03/02/2022 ELEV. 23.6 ELEV. 23. 3 ELEV. 2 3 . 0 ELEV. 2 2 . 6 ELEV. 22.5 ELEV. 22. 2 EL E V . 2 1 . 9 ELEV. 2 1 . 3 ELEV. 20.4 ELEV. 20.5 ELEV. 20.8 EL E V . 2 1 . 0 EL E V . 2 1 . 2 EL E V . 2 1 . 4 EL E V . 2 0 . 7 ELEV . 2 0 . 5 EL E V . 2 0 . 3 EL E V . 1 9 . 8 EL E V . 1 9 . 3 EL E V . 1 8 . 9 EL E V . 1 8 . 3 EL E V . 1 8 . 3 EL E V . 1 8 . 3 EL E V . 1 8 . 2 BL U E C L A Y R D D A I R Y F A R M R D PID: R01800-003-017-000 JCJ COASTAL LLC PT TR 2 BLUE CLAY RD RECOMBINATION BK 6471 PG 2596 20.30-ACRES PID: R01800-003-018-000 JCJ COASTAL LLC PT TR 2 BLUE CLAY RD RECOMBINATION BK 6473 PG 1335 20.11-ACRES PID: R01800-003-011-000 4701 BLUE CLAY ROAD CASTLE HAYNE, NC 28405 JCJ COASTAL LLC TR ADJ PRINCE GEORGE CREEK BK 6473 PG 1335 31.42-ACRES PID: R01900-001-013-000 4740 DAIRY FARM ROAD CASTLE HAYNE, NC 28405 JCJ COASTAL LLC TRACT 2 BLAKE TRACT BK 6473 PG 1335 25.14-ACRES PID: R01900-001-006-000 JCJ COASTAL LLC TRAC 1 BLAKE TRACT BK 6473 PG 1335 14.58-ACRES PID: R01905-003-001-000 5408 WOODHAVEN DRIVE CASTLE HAYNE, NC 28405 JCJ COASTAL LLC BLK B LOT 19 WOODHAVEN SUB BK 6473 PG 1335 0.66-ACRES EL E V . 2 1 . 0 EL E V . 2 1 . 2 EL E V . 2 1 . 4 E L E V . 2 0 . 5 E L E V . 2 0 . 8 ELEV. 2 0 . 4 E L E V . 2 1 . 3 FLOO D Z O N E S H A D E D " X " FLOOD ZONE "AE" FLOO D Z O N E " A E " CREEK CENTERLINE CENTERLINE OF PRINCE GEORGE CREEK CENTERLINE OF PRINCE GEORGE CREEK CENTERLINE OF PRINCE GEORGE CREEK CREEK CENTERLINE CREEK CENTERLINE EDGE OF PAVEMENT EDGE OF PAVEMENT ROAD CENTERLINE RIGHT OF WAY EXISTING CEMETERY PROPERTY LINE TO BE REMOVED PROPERTY LINE TO BE REMOVED FEMA FLOOD ELEVATION LINE FLOODWAY LIMITS FLOODWAY LIMITS FLOODWAY LIMITS PROPERTY BOUNDARY NON-JURISDICTIONAL/ISOLATED WETLANDS NON-JURISDICTIONAL/ISOLATED WETLANDS APPROXIMATE LIMITS OF EXISTING LANDFILL N: 215366.75 E: 2339865.19 N: 215287.20 E: 2340026.93 N: 215420.66 E: 2340091.90 N: 215373.65 E: 2340184.47 N: 216198.41 E: 2340490.57 N: 214319.10 E: 2342686.22 N: 214334.10 E: 2341929.45 N: 214367.72 E: 2340941.78 N: 214373.97 E: 2340536.26 N: 214386.02 E: 2339973.59 N: 214437.39 E: 2339939.38 N: 214504.34 E: 2339895.52 N: 214525.39 E: 2339881.77 N: 215285.57 E: 2339827.50 N: 215779.03 E: 2342655.33 LINE TABLE LINE L88 L89 L90 L91 L92 L93 L94 L95 L96 L97 L98 L99 L100 L101 L102 L103 L104 L105 L106 L107 L108 L109 L110 L111 L112 L113 L114 L115 L116 L117 LENGTH 25.14 80.04 61.72 562.79 405.57 988.24 756.91 745.63 684.28 71.24 256.71 563.52 390.32 90.61 310.16 1020.48 139.36 414.24 63.46 158.81 63.35 106.56 89.63 95.64 12.00 35.70 213.58 36.95 18.08 11.56 BEARING S33°09'51"E S33°13'24"E S33°40'12"E S88°46'22"E S89°07'04"E S88°03'02"E S88°51'51"E N1°05'57"E N1°36'34"E N64°43'07"W N12°03'51"E N40°45'37"E N10°03'17"W S78°09'07"W S7°45'04"E S82°18'02"W S5°12'32"W S5°18'51"W S5°18'27"W N47°42'19"W N5°26'26"E S68°21'09"W N76°07'44"W S3°16'13"W N89°17'10"W N5°03'35"E N65°43'43"W N60°23'44"W N54°26'01"W N83°07'59"W LINE TABLE LINE L118 L119 L120 L121 L122 L123 L124 L125 L126 L127 L128 L129 L130 L131 L132 L133 L134 L135 L136 L137 L138 L139 L140 L141 L142 L143 L144 L145 LENGTH 18.49 19.60 11.62 5.39 18.71 37.71 51.49 38.82 5.15 112.38 79.00 17.01 14.29 62.25 67.63 30.83 36.44 32.89 64.75 3.83 122.10 86.25 62.43 879.74 103.82 148.43 180.24 89.50 BEARING S47°58'55"W S78°49'05"W S74°45'07"W S31°10'37"W S1°50'08"E S50°40'12"W S63°02'08"W N85°15'00"W N85°15'00"W N66°38'29"W N66°26'37"W N66°46'11"W N66°18'35"W N40°21'56"W N70°25'27"W N2°48'31"E N28°55'16"W S73°56'28"W S86°17'14"W N78°39'55"W N76°02'21"W N61°05'50"W N61°05'50"W S20°21'42"W N63°04'40"W S25°57'30"W N63°48'42"W S24°54'24"W CURVE TABLE CURVE C1 RADIUS 762.21 LENGTH 798.07 TANGENT 439.98 DELTA 59°59'29" CHORD BEARING S4°05'00"E CHORD 762.11 EX I S T I N G C O N D I T I O N S C1.0 1"=150' NA D 8 3 0 300' SCALE 1"=150' 150' JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 1 . 0 - E X I S . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E PROPERTY LINE OVERHEAD POWER POWER POLES LEGEND OHP WETLANDS EXISTING EASEMENT 100 YEAR FLOODPLAINFEMA100 500 YEAR FLOODPLAINFEMA500 CREEK CENTERLINE ROAD CENTERLINE RIGHT OF WAY MAJOR CONTOUR MINOR CONTOUR FLOODPLAIN ELEVATION LINE NOTES: 1.BOUNDARY TAKEN FROM SURVEY BY BATEMAN CIVIL SURVEY COMPANY, DATED FEBRUARY 7, 2022. 2.TOPOGRAPHIC INFORMATION TAKEN FROM BATEMAN CIVIL SURVEY SURFACE. 3.THE SUBJECT PROPERTY IS LOCATED IN ZONE X AND ZONE AE WITH FIRM MAP NUMBER 3720324100K AND AN EFFECTIVE DATE OF AUGUST 28, 2018.. 4.WETLANDS AND WATERS DELINIATION BY SEGI DATED MARCH 24, 2022 AND FIELD LOCATED BY BATEMAN CIVIL SURVEY COMPANY, DATED FEBRUARY 7, 2022. FEMA1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA500 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100FEMA100 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 FEMA 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FEMA10 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEMA100 FEMA100 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEMA500 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA50 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA10 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 X X X APPROXIMATE POWER LINE EASEMENT AS SCALED FROM MB 49, PG 85 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 8' ' W DYH DYH DYH DYH SCM 1 105,320 SF 2.42 AC SCM 2 410,990 SF 9.44 AC 1 3 2 5 4 6 17 16 8 15 7 14 13 12 11 10 35 36 37 38 39 49 50 51 52 54 55 47 56 40 48 66 41 65 42 64 43 63 44 45 46 53 57 59 58 62 61 60 28 29 30 31 24 32 25 33 26 34 27 21 20 19 18 22 23 79 80 81 82 78 68 69 70 72 71 67 74 75 76 77 73 96 97 98 99 92 93 94 95 91 100 101 102 103 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 204 205 206 207 208 209 210 211 212 213 214 215 202 203 219 220 217 218216 231 230229228227 226 221 222 223 232 233 196 195 194 193 192 191 198 190 197 224 225 201200 199 167 166 165164163 162 169 176 168 175 174 173 172 171 170 161 186 188 152 187 185 157 153 158 183 154 159 189 184 155 150 151 156 160 177 180 178 183 181 179 182 137 142 147 138 143 148 139 149 144 140 145 136 146 141 85 86 83 104 105 106 107 108 109 110 111 88 89 90 87 84 9 4 9 ' 18 1 ' MATCHLINE C2.3 MATCHLINE C2.1 MA T C H L I N E C 2 . 1 MA T C H L I N E C 2 . 2 MATCHLINE C2.4 MATCHLINE C2.2 MA T C H L I N E C 2 . 3 MA T C H L I N E C 2 . 4 S S S S S S S S S S S S S S S S S S S S S S S SA N SA N S S S S S S S 8'' W 8''W 8''W 8''W 8''W 8'' W 8''W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM F M F M F M F M F M F M F M F M 1 2 4 5 6 7 8 9 10 11 12 16 13 17 18 3 15 19 APPROXIMATE LIMITS OF EX. LANDFILL MATCHLINE C2.1 MATCHLINE C2.5 20' PERIPHERAL BUILDING SETBACK 20' PERIPHERAL BUILDING SETBACK JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E OV E R A L L S I T E S P E C I F I C S I T E A N D U T I L I T Y P L A N C2.0 1"=150' NA D 8 3 0 300' SCALE 1"=150' 150' LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S TYPICAL SECTION FOR 50' ROW NOT TO SCALE SIDEWALK SHOULDER STANDARD CURB & GUTTER SLOPE 3:1 MAXSLOPE 3:1 MAX 1/4"/FT.1/4"/FT.1/4"/FT.1/4"/FT. 0.5'5'6'2.5'22' PAVEMENT RIGHT OF WAY 50' C/L 2.5'11.5' SHOULDER STANDARD CURB & GUTTER TRAVEL LANETRAVEL LANE 11'11' TOTAL PROJECT AREA EXISTING SITE IMPERVIOUS IMPERVIOUS IN TOWNHOUSE LOTS IMPERVIOUS IN SINGLE FAMILY LOTS IMPERVIOUS IN ROW PUMP STATION AMENITY SPACE IMPERVIOUS TOTAL IMPERVIOUS PERCENT IMPERVIOUS AC IMPERVIOUS AREA DATA 112.26 AC 4,887,729 SF 0.00 AC 0 SF 7.71 AC 336,000 SF 7.04 AC 306,600 SF 5.37 AC 233,844 SF 0.11 AC 4,685 SF 0.30 AC 12,891 SF 20.52 AC 894,020 SF 18.29% GENERAL SITE NOTES 1.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. 2.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS. 3.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS. 4.CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THEIR ACTIVITIES. CALL UTILITY LOCATOR SERVICE BEFORE DIGGING. 5.ALL STREETS SHALL BE PRIVATE. 6.ALL UTILITIES SHALL BE UNDERGROUND. 7.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY WATER. 8.EACH LOT WILL BE SERVED BY CAPE FEAR PUBLIC UTILITY AUTHORITY SEWER. 9.NCDEQ EROSION CONTROL PERMIT WILL BE REQUIRED, AND ALL EROSION CONTROL REGULATIONS WILL BE COMPLIED WITH. 10.CONSTRUCTION DRAWINGS MUST BE APPROVED PRIOR TO CONSTRUCTION. 11.SIGNAGE SHALL BE APPROVED PRIOR TO INSTALLATION. 12.STREET NAMES MUST BE APPROVED BY NEW HANOVER COUNTY PRIOR TO FINAL PLAT. 13.ALL PROPOSED BUILDINGS SHALL BE SPACED A MINIMUM OF 10' APART FROM EACH OTHER. 14.EACH DRIVEWAY WILL HAVE A MIN. OF 2 DRIVEWAY PARKING SPACES PER LOT OUTSIDE OF THE R/W. 15.A HOMEOWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF THE LOTS AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE WITHIN THE DEVELOPMENT. THE PROPERTY OWNERS' ASSOCIATION WILL COMPLY WITH THE STANDARDS SET FORTH IN SECTION 6.3.4 OF THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 16.ALL ROADS WILL BE BUILT IN ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE COUNTY CODES. 17.THERE SHALL BE A NOTE ON THE FINAL PLATS, MASTER COVENANTS, AND DEEDS SHOWING THE LOCATION OF WETLANDS AND NOTING THAT THOSE AREAS MAY NOT BE FILLED, DISTURBED, OR ALTERED IN ANY WAY UNLESS PROPERLY PERMITTED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES AND/OR THE U.S. ARMY CORPS OF ENGINEERS. 18.ALL STREET LIGHTING SHALL BE CONSISTENT WITH SECTION 5.5 OF THE NEW HANOVER COUNTY UDO. 19.COUNTY AND/OR STATE STORMWATER PERMITS MUST BE OBTAINED PRIOR TO ANY CONSTRUCTION. NO NATURAL DRAINAGE AREAS WILL BE CUT OFF OR DISTURBED BEFORE OBTAINING PERMITS. 20.PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY MANAGEMENT. UTILITY NOTES 1.ALL WATER MAINS TO BE DR18 C900 PVC PIPE WITH PUSH ON JOINTS UNLESS NOTED OTHERWISE ON PLANS. 2.MINIMUM CLEAR COVER FOR ALL WATER PIPE SHALL BE 3 FEET. 3.ALL WATER METER SETTINGS SHALL BE LOCATED 5 FEET FROM LOT LINE, UNLESS OTHERWISE NOTED. 4.ALL WATER SYSTEM WORK SHALL BE CONSTRUCTED PER NEW HANOVER COUNTY DETAILS AND SPECIFICATIONS. 5.ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED. 6.ALL GATE VALVES ARE TO BE LOCATED WITHIN PAVEMENT OR UTILITY STRIP. GATE VALVES ARE NOT TO BE LOCATED WITHIN THE GUTTER PAN. 7.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES. 8.ALL CONNECTIONS TO EXISTING WATER LINE AND BORES TO BE DONE ACCORDING TO NEW HANOVER COUNTY SPECIFICATIONS. 9.ALL MAINS SHALL BE ADEQUATELY FLUSHED, PRESSURE TESTED, AND DISINFECTED IN ACCORDANCE WITH THE COUNTY SPECIFICATIONS. 10.ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER, NEW HANOVER COUNTY AND THE N.C. DEPT. OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES. 11.A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY MUST BE SCHEDULED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. 12.MINIMUM UTILITY SEPARATION SHALL BE MAINTAINED: a.HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER PIPES AND WATER PIPES. b.MINIMUM CLEARANCE OF 18" BETWEEN WATER PIPES AND SANITARY SEWER PIPES. c.MINIMUM CLEARANCE OF 12" BETWEEN WATER PIPES AND OTHER UTILITIES. d.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND WATER, OR WHERE SANITARY SEWER CROSSES ABOVE WATER MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES OF CROSSING. e.WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET ON BOTH SIDES OF CROSSING. 12.ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED. 13.INSIDE DROPS SHALL BE PROVIDED FOR ANY SANITARY SEWER PIPE ENTERING A MANHOLE 30" ABOVE THE MANHOLE INVERT. DROP MANHOLES SHALL BE 5' DIAMETER. 14.6" SANITARY LATERALS TIED INTO MANHOLES SHOULD HAVE THE PIPE CROWN ELEVATION MATCHED TO THE MAIN LINE. 15.SANITARY SEWER MANHOLE AND CLEANOUT TOPS SHALL BE FLUSH TO FINISHED GRADE. 16.PROJECT TO BE BUILT TO COUNTY SPECIFICATIONS FOR WATER AND SEWER. A UTILITY PLAN MUST BE SUBMITTED AND APPROVED BY ENGINEERING AND EMERGENCY MANAGEMENT. 17.DOUBLE WATER METER BOXES ARE REQUIRED. 18.THE LOCATION OF THE PUMP STATION MAY REQUIRE ODOR CONTROL MEASURES. STREET TABLE 1.FIRE HYDRANTS SHALL BE 18" FROM CENTERLINE OF STEAMER CONNECTION TO FINISHED GRADE. 2.ALL FIRE HYDRANTS REQUIRE A 5" STORZ CONNECTION ON THE STEAMER CONNECTION OF THE HYDRANT. 3.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED FROM STREET VIEW BY LANDSCAPING OR OTHER UTILITIES FOR A 3' RADIUS AROUND THE HYDRANT. 4.THERE SHALL BE UNOBSTRUCTED ACCESS TO THE FIRE HYDRANT FIRE HYDRANT NOTES DEVELOPER: ENGINEER: TIMMONS GROUP JOHN WALL, PE 430 EASTWOOD ROAD WILMINGTON, NC 28403 PHONE: 910-746-1144 SITE DATA FIRM MAP# = 3720323100K & 372024100K TOTAL PROPOSED NUMBER OF LOTS = 233 ZONING =R-15 (PERFORMANCE) EMAIL: JOHN.WALL@TIMMONS.COM EFFECTIVE DATE: 8/28/2018 PROPOSED PROJECT DENSITY = 2.08 du/a EXISTING PROJECT ACREAGE = 112.21± AC AMERICAN COASTAL DEVELOPMENT 115 N 3RD ST, SUITE 103 WILMINGTON, NC 28403 JIMMY HOPKINS PHONE: 910.431.4887 OPEN SPACE REQUIRED = 22.44 AC (20% OF TOTAL TRACT) OPEN SPACE PROVIDED = 70.11 AC (63% OF TOTAL TRACT) TYPICAL TH LOT SIZE = 22' X 100' LAND USE = MULTI-FAMILY TOWNHOMES AND TYPE IV SOILS = 0.78± AC NET ACREAGE = 111.43± AC OPEN SPACE SINGLE FAMILY HOMES SURFACE 1-1/2" HMA COURSESUB-GRADE 24" FILL COMPACTED JIMMY@ACD-LLC.COM MIN. TOWNHOME LOT SIZE = 2,200 SQFT AVERAGE TOWNHOME LOT SIZE = 2,219 SQFT MIN. SINGLE-FAMILY LOT SIZE = 5,587 SQFT AVERAGE SINGLE-FAMILY LOT SIZE = 7,384 SQFT MIN. TOWNHOME LOT WIDTH = 22' MIN. SINGLE-FAMILY LOT WIDTH = 50' TOTAL DISTURBED AREA = 50.50 ACRES FEMA5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 5 0 0 FE M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA10 0 FEMA 1 0 0 FEMA100 FEMA100 FEMA500 FEMA500 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8 ' ' W 8' ' W 8' ' W 8'' W DYH DYH BL U E C L A Y R D D A I R Y F A R M R D D A I R Y F A R M R O A D 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50' P R I V A T E R / W - 2 7 ' B - B ROA D A 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D C 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D D 50' PR I V A T E R / W - 2 7 ' B - B ROAD H 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 1 2200 SF 0.051 AC 2 2200 SF 0.051 AC 3 2200 SF 0.051 AC 6 2200 SF 0.051 AC 5 2200 SF 0.051 AC 4 2200 SF 0.051 AC 9 2200 SF 0.051 AC 8 2200 SF 0.051 AC 7 2200 SF 0.051 AC 12 2200 SF 0.051 AC 11 2200 SF 0.051 AC 10 2200 SF 0.051 AC 15 2203 SF 0.051 AC 14 2208 SF 0.051 AC 13 2246 SF 0.052 AC 29 2233 SF 0.051 AC 30 2269 SF 0.052 AC 31 2303 SF 0.053 AC 32 2311 SF 0.053 AC 33 2281 SF 0.052 AC 34 2228 SF 0.051 AC 17 2258 SF 0.052 AC 16 2227 SF 0.051 AC 68 2200 SF 0.051 AC 69 2200 SF 0.051 AC 70 2200 SF 0.051 AC 72 2200 SF 0.051 AC 71 2200 SF 0.051 AC 67 2200 SF 0.051 AC 49 2214 SF 0.051 AC 50 2242 SF 0.051 AC 35 2200 SF 0.051 AC 51 2270 SF 0.052 AC 36 2200 SF 0.051 AC 52 2290 SF 0.053 AC 37 2200 SF 0.051 AC 54 2520 SF 0.058 AC 38 2200 SF 0.051 AC 55 2242 SF 0.051 AC 39 2200 SF 0.051 AC 47 2200 SF 0.051 AC 56 2231 SF 0.051 AC 40 2216 SF 0.051 AC 48 2200 SF 0.051 AC 41 2247 SF 0.052 AC 42 2273 SF 0.052 AC 43 2271 SF 0.052 AC 44 2230 SF 0.051 AC 45 2200 SF 0.051 AC 46 2200 SF 0.051 AC 53 2250 SF 0.052 AC 57 2474 SF 0.057 AC 59 2200 SF 0.051 AC 66 2200 SF 0.051 AC 58 2199 SF 0.050 AC 65 2200 SF 0.051 AC 64 2200 SF 0.051 AC 63 2211 SF 0.051 AC 62 2230 SF 0.051 AC 61 2201 SF 0.051 AC 60 2200 SF 0.051 AC 28 2199 SF 0.050 AC 24 2204 SF 0.051 AC 25 2203 SF 0.051 AC 26 2202 SF 0.051 AC 27 2201 SF 0.051 AC 21 2200 SF 0.051 AC 20 2200 SF 0.051 AC 19 2200 SF 0.051 AC 18 2200 SF 0.050 AC 22 2200 SF 0.051 AC 23 2200 SF 0.051 AC 79 2200 SF 0.051 AC 80 2200 SF 0.051 AC 81 2200 SF 0.051 AC 82 2199 SF 0.050 AC 78 2200 SF 0.051 AC 77 2200 SF 0.051 AC 74 2200 SF 0.051 AC 75 2200 SF 0.051 AC 76 2200 SF 0.051 AC 73 2200 SF 0.051 AC 9515 SF 0.218 AC 166 7044 SF 0.162 AC165 7631 SF 0.175 AC 164 10141 SF 0.233 AC 163 11773 SF 0.270 AC 162 9604 SF 0.220 AC 0.192 AC 161 9405 SF 0.216 AC 147 2200 SF 0.051 AC 2200 SF 0.051 AC 148 2200 SF 0.051 AC 144 2200 SF 0.051 AC 145 2200 SF 0.051 AC 146 2200 SF 0.051 AC 149 2200 SF 0.051 AC 152 2200 SF 0.051 AC 153 2200 SF 0.051 AC 154 2200 SF 0.051 AC 155 2200 SF 0.051 AC 150 2200 SF 0.051 AC 151 2200 SF 0.051 AC 0.149 AC 204 7413 SF 0.170 AC 202 6910 SF 0.159 AC 203 7440 SF 0.171 AC 127 2200 SF 0.051 AC 119 2200 SF 0.051 AC 130 2271 SF 0.052 AC 126 2200 SF 0.051 AC 118 2200 SF 0.051 AC 131 2362 SF 0.054 AC 125 2200 SF 0.051 AC 117 2200 SF 0.051 AC 132 2380 SF 0.055 AC 124 2200 SF 0.051 AC 116 2200 SF 0.051 AC 133 2337 SF 0.054 AC 123 2200 SF 0.051 AC 115 2222 SF 0.051 AC 134 2282 SF 0.052 AC 122 2200 SF 0.051 AC 114 2252 SF 0.052 AC 135 2227 SF 0.051 AC 121 2199 SF 0.050 AC 113 2277 SF 0.052 AC 2200 SF 0.051 AC 120 2200 SF 0.051 AC 112 2245 SF 0.052 AC 104 2200 SF 0.051 AC 105 2200 SF 0.051 AC 106 2200 SF 0.051 AC 107 2200 SF 0.051 AC 108 2200 SF 0.051 AC 109 2200 SF 0.051 AC 110 2200 SF 0.051 AC 111 2199 SF 0.050 AC 100 2200 SF 0.051 AC 101 2200 SF 0.051 AC 102 2200 SF 0.051 AC 103 2199 SF 0.050 AC 96 2272 SF 0.052 AC 97 2210 SF 0.051 AC 98 2210 SF 0.051 AC 99 2272 SF 0.052 AC 92 2200 SF 0.051 AC 93 2200 SF 0.051 AC 94 2200 SF 0.051 AC 95 2200 SF 0.051 AC 91 2200 SF 0.051 AC 85 2207 SF 0.051 AC 86 2260 SF 0.052 AC 83 2199 SF 0.050 AC 88 2205 SF 0.051 AC 89 2208 SF 0.051 AC 90 2269 SF 0.052 AC 87 2263 SF 0.052 AC 84 2200 SF 0.051 AC OS 2 28,655 SF 0.66 AC OS 3 37,647 SF 0.86 AC OS 1 48,665 SF 1.12 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 0.05 AMENITY 45,598 SF 1.05 AC 18 1 ' MATCHLINE C2.3 MATCHLINE C2.1 MA T C H L I N E C 2 . 1 MA T C H L I N E C 2 . 2 S S S S S S S S S S S SS S SA N SA N SA N SA N SA N S A N SAN SAN SAN S A N S A N S A N S A N S S S S SAN SANS A N SA N SA N SA N 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M SSWR MH DEPTH 5.00 TOP 24.33 SSWR MH DEPTH 5.00 TOP 24.70 SSWR MH DEPTH 5.44 TOP 24.69 SSWR MH DEPTH 5.85 TOP 23.24 SSWR MH DEPTH 5.52 TOP 23.85 SSWR MH DEPTH 5.00 TOP 25.35 SSWR MH DEPTH 5.76 TOP 23.62 SSWR MH DEPTH 5.18 TOP 23.29 SSWR MH DEPTH 5.00 TOP 23.63 SSWR MH DEPTH 5.00 TOP 23.19 SSWR MH DEPTH 7.84 TOP 24.22 SSWR MH DEPTH 6.51 TOP 22.29 DEPTH 7.39 TOP 21.44 SSWR MH DEPTH 7.72 TOP 22.93 SSWR MH DEPTH 6.40 TOP 20.96 APPROXIMATE LIMITS OF EX. LANDFILL FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" TEE (2) 8" GV TIE INTO EXISTING 8" WATERLINE WITH 8" X 8" TAPPING SLEEVE AND 8" GV 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 8" C-900 DR-18 WATER MAIN FIRE HYDRANT ASSEMBLY,TYP. TIE INTO EXISTING 8" WATERLINE WITH 8" X 8" TAPPING SLEEVE AND 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" TEE (2) 8" GV 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY TYP. 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" CROSS (3) 8" GV 8" X 6" REDUCER (1) 6" GV 8" C-900 DR-18 WATER MAIN 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV 8" C-900 DR-18 WATER MAIN 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT STOP SIGN, TYP. STOP SIGN, TYP. STOP SIGN, TYP. STOP BAR TYP. PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK 10' X 70' SIGHT DISTANCE TRIANGLE 20' DRAINAGE EASEMENT 10' X 70' SIGHT DISTANCE TRIANGLE 10' X 70' SIGHT DISTANCE TRIANGLE 20' DRAINAGE EASEMENT 50' STORAGE 50' FULL WIDTH DECEL. 200' TAPER 50' FULL WIDTH DECEL. 50' STORAGE 200' TAPER MATCHLINE C2.1 MATCHLINE C2.5 20' PERIPHERAL BUILDING SETBACK 20' PERIPHERAL BUILDING SETBACK SSWR MH DEPTH 6.24 TOP 23.20 SSWR MH DEPTH 5.09 TOP 22.73 SSWR MH DEPTH 5.00 TOP 23.19 SSWR MH DEPTH 6.10 TOP 24.61 22.5° BEND PROPOSED DR-18 C900 PVC FORCEMAIN PROPOSED DR-18 C900 PVC FORCEMAIN 45° FORCEMAIN BEND STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C S I T E A N D U T I L I T Y P L A N - S H E E T 1 O F 5 C2.1 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S FEM A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA10 0 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA10 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FEMA500 FEMA5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FEMA50 0FEMA500 FEM A 5 0 0 FEMA5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA 1 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 49 2214 SF 0.051 AC 50 2242 SF 0.051 AC 51 2270 SF 0.052 AC 52 2290 SF 0.053 AC 53 2250 SF 0.052 AC 59 2200 SF 0.051 AC 66 2200 SF 0.051 AC 58 2199 SF 0.050 AC 65 2200 SF 0.051 AC 64 2200 SF 0.051 AC 63 2211 SF 0.051 AC 62 2230 SF 0.051 AC 61 2201 SF 0.051 AC 60 2200 SF 0.051 AC 142 2200 SF 0.051 AC 147 2200 SF 0.051 AC 143 2200 SF 0.051 AC 148 2200 SF 0.051 AC 144 2200 SF 0.051 AC 145 2200 SF 0.051 AC 146 2200 SF 0.051 AC 141 2200 SF 0.051 AC 149 2200 SF 0.051 AC 152 2200 SF 0.051 AC 157 2200 SF 0.051 AC 153 2200 SF 0.051 AC 158 2200 SF 0.051 AC 154 2200 SF 0.051 AC 159 2200 SF 0.051 AC 155 2200 SF 0.051 AC 150 2200 SF 0.051 AC 151 2200 SF 0.051 AC 156 2200 SF 0.051 AC 160 2200 SF 0.051 AC 186 6475 SF 0.149 AC 188 9435 SF 0.217 AC 187 6928 SF 0.159 AC 6000 SF 0.138 AC 189 10391 SF 0.239 AC 204 7413 SF 0.170 AC 205 7153 SF 0.164 AC 206 6601 SF 0.152 AC 207 6551 SF 0.150 AC 208 6240 SF 0.143 AC 209 6240 SF 0.143 AC 210 6240 SF 0.143 AC 219 6720 SF 0.154 AC 211 6240 SF 0.143 AC 220 6476 SF 0.149 AC 212 6240 SF 0.143 AC 213 6240 SF 0.143 AC 214 6231 SF 0.143 AC 215 10376 SF 0.238 AC 217 7679 SF 0.176 AC 218 6720 SF 0.154 AC 216 7463 SF 0.171 AC 202 6910 SF 0.159 AC 203 7440 SF 0.171 AC 127 2200 SF 0.051 AC 119 2200 SF 0.051 AC 130 2271 SF 0.052 AC 126 2200 SF 0.051 AC 118 2200 SF 0.051 AC 131 2362 SF 0.054 AC 125 2200 SF 0.051 AC 117 2200 SF 0.051 AC 132 2380 SF 0.055 AC 124 2200 SF 0.051 AC 116 2200 SF 0.051 AC 133 2337 SF 0.054 AC 123 2200 SF 0.051 AC 115 2222 SF 0.051 AC 134 2282 SF 0.052 AC 122 2200 SF 0.051 AC 114 2252 SF 0.052 AC 135 2227 SF 0.051 AC 129 2200 SF 0.051 AC 121 2199 SF 0.050 AC 113 2277 SF 0.052 AC 128 2200 SF 0.051 AC 120 2200 SF 0.051 AC 112 2245 SF 0.052 AC 104 2200 SF 0.051 AC 105 2200 SF 0.051 AC 106 2200 SF 0.051 AC 107 2200 SF 0.051 AC 108 2200 SF 0.051 AC 109 2200 SF 0.051 AC 110 2200 SF 0.051 AC 111 2199 SF 0.050 AC 100 2200 SF 0.051 AC 101 2200 SF 0.051 AC 102 2200 SF 0.051 AC 103 2199 SF 0.050 AC 2210 SF 0.051 AC 99 2272 SF 0.052 AC SCM 2 410,990 SF 9.44 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 SF 0.05 AC MA T C H L I N E C 2 . 1 MA T C H L I N E C 2 . 2 MATCHLINE C2.4 MATCHLINE C2.2 S S S S S S S S S SA N SA N SA N SA N SA N S S SA N SA N SA N SA N SA N SA N 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W SSWR MH DEPTH 5.00 TOP 24.33 SSWR MH DEPTH 8.51 TOP 24.53 SSWR MH DEPTH 5.31 TOP 22.19 SSWR MH DEPTH 5.52 TOP 23.85 SSWR MH DEPTH 5.76 TOP 23.62 SSWR MH DEPTH 5.18 TOP 23.29 SSWR MH DEPTH 5.00 TOP 23.63 SSWR MH DEPTH 5.00 TOP 23.19 SSWR MH DEPTH 6.51 TOP 22.29 FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" CROSS (3) 8" GV 8" X 6" REDUCER (1) 6" GV 8" C-900 DR-18 WATER MAIN FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" TEE (2) 8" GV 8" C-900 DR-18 WATER MAIN ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 20' DRAINAGE EASEMENT STOP SIGN, TYP. STOP SIGN, TYP. STOP BAR TYP. STOP BAR TYP. PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK 10' X 70' SIGHT DISTANCE TRIANGLE 40' DRAINAGE EASEMENT 20' PERIPHERAL BUILDING SETBACK SSWR MH DEPTH 6.24 TOP 23.20 SSWR MH DEPTH 5.09 TOP 22.73 10' MAINTENANCE EASEMENT 20' DRAINAGE EASEMENT 45' DRAINAGE EASEMENT 22.5° BEND 11.25° BEND STREET LIGHT STREET LIGHT STREET LIGHT LIGHT JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C S I T E A N D U T I L I T Y P L A N - S H E E T 2 O F 5 C2.2 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FEM A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500FEMA5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA10 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 X X X 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8' ' W 8'' W 8'' W DYH APPROXIMATE LOCATION OF EXISTING 12" WATERLINE BL U E C L A Y R O A D 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B X X X 82 2199 SF 0.050 AC 167 9515 SF 0.218 AC 166 7044 SF 0.162 AC165 7631 SF 0.175 AC 164 10141 SF 0.233 AC 163 11773 SF 0.270 AC 162 9604 SF 0.220 AC 169 8352 SF 0.192 AC 168 10462 SF 0.240 AC 171 6500 SF 0.149 AC 170 7700 SF 0.177 AC 161 9405 SF 0.216 AC 176 6500 SF 0.149 AC 175 6500 SF 0.149 AC 174 6500 SF 0.149 AC 173 6500 SF 0.149 AC 172 6500 SF 0.149 AC 196 6000 SF 0.138 AC 195 6000 SF 0.138 AC 194 6000 SF 0.138 AC 193 6000 SF 0.138 AC 192 6000 SF 0.138 AC 191 6000 SF 0.138 AC 5587 SF 0.128 AC 190 7066 SF 0.162 AC 197 6000 SF 0.138 AC 137 2200 SF 0.051 AC 142 2200 SF 0.051 AC 147 2200 SF 0.051 AC 138 2200 SF 0.051 AC 143 2200 SF 0.051 AC 148 2200 SF 0.051 AC 139 2200 SF 0.051 AC 144 2200 SF 0.051 AC 140 2200 SF 0.051 AC 145 2200 SF 0.051 AC 136 2199 SF 0.050 AC 146 2200 SF 0.051 AC 141 2200 SF 0.051 AC 149 2200 SF 0.051 AC 152 2200 SF 0.051 AC 153 2200 SF 0.051 AC 154 2200 SF 0.051 AC 155 2200 SF 0.051 AC 150 2200 SF 0.051 AC 151 2200 SF 0.051 AC 186 6475 SF 0.149 AC 177 7066 SF 0.162 AC 185 6000 SF 0.138 AC 180 6000 SF 0.138 AC 178 6000 SF 0.138 AC 183 6000 SF 0.138 AC 181 6000 SF 0.138 AC 184 6000 SF 0.138 AC 179 6000 SF 0.138 AC 182 6000 SF 0.138 AC 121 104 2200 SF 0.051 AC 105 2200 SF 0.051 AC 106 2200 SF 0.051 AC 107 2200 SF 0.051 AC 108 2200 SF 0.051 AC 109 2200 SF 0.051 AC 110 2200 SF 0.051 AC 111 2199 SF 0.050 AC 85 2207 SF 0.051 AC 86 2260 SF 0.052 AC 83 2199 SF 0.050 AC 88 2205 SF 0.051 AC 89 2208 SF 0.051 AC 90 2269 SF 0.052 AC 87 2263 SF 0.052 AC 84 2200 SF 0.051 AC SCM 1 105,320 SF 2.42 AC OS 3 37,647 SF 0.86 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 7 2,000 SF 0.05 AC OS 5 1,867 SF 0.04 AC 2,000 PUMP STATION 7,247 SF 0.17 AC 18 1 ' MATCHLINE C2.3 MATCHLINE C2.1 MA T C H L I N E C 2 . 3 MA T C H L I N E C 2 . 4 S S S S S S S S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN S A N SA N SAN 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W 1''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SSWR MH DEPTH 5.44 TOP 24.69 SSWR MH DEPTH 5.00 TOP 23.19 SSWR MH DEPTH 6.51 TOP 22.29 SSWR MH DEPTH 7.39 TOP 21.44 SSWR MH DEPTH 8.89 TOP 20.12 SSWR MH DEPTH 9.73 TOP 21.00 SSWR MH DEPTH 7.72 TOP 22.93 SSWR MH DEPTH 6.40 TOP 20.96 SSWR MH DEPTH 8.78 TOP 19.56 SSWR MH DEPTH 8.42 TOP 21.23 TIE INTO EXISTING 8" WATERLINE WITH 8" X 8" TAPPING SLEEVE AND 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" TEE (2) 8" GV 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV 8" C-900 DR-18 WATER MAIN FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV 8" X 8" TEE (2) 8" GV 8" PERMANENT BLOWOFF ASSEMBLY 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT VARIABLE WIDTH PUMP STATION ACCESS EASEMENT 20' GRAVEL ACCESS TO PUMP STATION 20' SANITARY EASEMENT STOP SIGN, TYP. STOP SIGN, TYP. STOP BAR TYP. PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK 10' X 70' SIGHT DISTANCE TRIANGLE 10' X 70' SIGHT DISTANCE TRIANGLE PROPOSED 1" WATER METER PROPOSED 1" RPZ ASSEMBLY IN HOT BOX 10' MAINTENANCE EASEMENT 20' PERIPHERAL BUILDING SETBACK SSWR MH DEPTH 8.61 TOP 22.18 22.5° BEND PROPOSED DR-18 C900 PVC FORCEMAIN PROPOSED DR-18 C900 PVC FORCEMAIN MOVABLE BARRICADE FOR SCM MAINTENANCE ACCESS STREET LIGHT STREET LIGHT STREET LIGHT JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C S I T E A N D U T I L I T Y P L A N - S H E E T 3 O F 5 C2.3 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FEMA50 0FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA50 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D D X X X 169 8352 SF 0.192 AC 171 6500 SF 0.149 AC 170 7700 SF 0.177 AC 176 6500 SF 0.149 AC 175 6500 SF 0.149 AC 174 6500 SF 0.149 AC 173 6500 SF 0.149 AC 172 6500 SF 0.149 AC 196 6000 SF 0.138 AC 195 6000 SF 0.138 AC 194 6000 SF 0.138 AC 193 6000 SF 0.138 AC 192 6000 SF 0.138 AC 191 6000 SF 0.138 AC 198 5587 SF 0.128 AC 190 7066 SF 0.162 AC 197 6000 SF 0.138 AC 201 7775 SF 0.178 AC 200 6187 SF 0.142 AC 199 6142 SF 0.141 AC 137 2200 SF 0.051 AC 142 2200 SF 0.051 AC 147 2200 SF 0.051 AC 138 2200 SF 0.051 AC 143 2200 SF 0.051 AC 148 2200 SF 0.051 AC 139 2200 SF 0.051 AC 144 2200 SF 0.051 AC 140 2200 SF 0.051 AC 145 2200 SF 0.051 AC 136 2199 SF 0.050 AC 146 2200 SF 0.051 AC 141 2200 SF 0.051 AC 149 2200 SF 0.051 AC 152 2200 SF 0.051 AC 157 2200 SF 0.051 AC 153 2200 SF 0.051 AC 158 2200 SF 0.051 AC 154 2200 SF 0.051 AC 159 2200 SF 0.051 AC 155 2200 SF 0.051 AC 150 2200 SF 0.051 AC 151 2200 SF 0.051 AC 156 2200 SF 0.051 AC 160 2200 SF 0.051 AC 186 6475 SF 0.149 AC 188 9435 SF 0.217 AC 177 7066 SF 0.162 AC 187 6928 SF 0.159 AC 185 6000 SF 0.138 AC 180 6000 SF 0.138 AC 178 6000 SF 0.138 AC 183 6000 SF 0.138 AC 189 10391 SF 0.239 AC 181 6000 SF 0.138 AC 184 6000 SF 0.138 AC 179 6000 SF 0.138 AC 182 6000 SF 0.138 AC 231 8145 SF 0.187 AC 230 7561 SF 0.174 AC 229 8247 SF 0.189 AC 228 8496 SF 0.195 AC 227 8129 SF 0.187 AC 226 8238 SF 0.189 AC 221 7184 SF 0.165 AC 222 6429 SF 0.148 AC 223 6344 SF 0.146 AC 224 13483 SF 0.310 AC 225 13035 SF 0.299 AC 232 12252 SF 0.281 AC 233 6665 SF 0.153 AC 219 6720 SF 0.154 AC 220 6476 SF 0.149 AC 213 6240 SF 0.143 AC 214 6231 SF 0.143 AC 215 10376 SF 0.238 AC 217 7679 SF 0.176 AC 218 6720 SF 0.154 AC 216 7463 SF 0.171 AC 123 122 121 2199 SF 0.050 AC 104 2200 SF 0.051 AC 105 2200 SF 0.051 AC 106 2200 SF 0.051 AC 107 2200 SF 0.051 AC 108 2200 SF 0.051 AC 109 2200 SF 0.051 AC 110 2200 SF 0.051 AC 111 2199 SF 0.050 AC 85 2207 SF 0.051 AC 86 2260 SF 0.052 AC 83 2199 SF 0.050 AC 88 2205 SF 0.051 AC 89 2208 SF 0.051 AC 90 2269 SF 0.052 AC 87 2263 SF 0.052 AC 84 2200 SF 0.051 AC SCM 1 105,320 SF 2.42 AC OS 3 37,647 SF 0.86 AC OS 11 1,756 SF 0.04 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 5 1,867 SF 0.04 AC OS 9 2,000 SF 0.05 AC PUMP STATION 7,247 SF 0.17 AC EXISTING CEMETERY 21,446 SF 0.49 AC 4 9 ' MATCHLINE C2.4 MATCHLINE C2.2 MA T C H L I N E C 2 . 3 MA T C H L I N E C 2 . 4 S S S S S S S S S S S SA N SA N SA N SA N SA N SA N S A N SAN SA N SA N SA N SA N SA N SAN S A N S S S SA N SA N SAN SAN SANSAN 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 1''W 6''W 6''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W 6 ' ' W FM FM FM FM FM FM FM FM FM FM FM SSWR MH DEPTH 5.00 TOP 22.30 SSWR MH DEPTH 8.51 TOP 24.53 SSWR MH DEPTH 9.43 TOP 23.84 SSWR MH DEPTH 5.00 TOP 23.19 SSWR MH DEPTH 6.51 TOP 22.29 SSWR MH DEPTH 7.39 TOP 21.44 SSWR MH DEPTH 8.89 TOP 20.12 SSWR MH DEPTH 9.73 TOP 21.00 SSWR MH DEPTH 7.72 TOP 22.93 SSWR MH DEPTH 6.40 TOP 20.96 SSWR MH DEPTH 8.78 TOP 19.56 SSWR MH DEPTH 8.42 TOP 21.23 8" C-900 DR-18 WATER MAIN 8" X 8" CROSS (4) 8" GV 8" C-900 DR-18 WATER MAIN FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" C-900 DR-18 WATER MAIN 8" X 8" TEE (2) 8" GV FIRE HYDRANT ASSEMBLY, TYP. 8" X 8" TEE (2) 8" GV 8" PERMANENT BLOWOFF ASSEMBLY FIRE HYDRANT ASSEMBLY, TYP. 6" C-900 DR-18 WATER MAIN 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT 20' DRAINAGE EASEMENT VARIABLE WIDTH PUMP STATION ACCESS EASEMENT 20' GRAVEL ACCESS TO PUMP STATION 20' SANITARY EASEMENT STOP SIGN, TYP. STOP SIGN, TYP. STOP SIGN, TYP. STOP BAR TYP. STOP BAR TYP. PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK PROPOSED 5' SIDEWALK 8" X 6" REDUCER (1) 6" GV 10' X 70' SIGHT DISTANCE TRIANGLE 10' X 70' SIGHT DISTANCE TRIANGLE 10' X 70' SIGHT DISTANCE TRIANGLE PROPOSED 1" WATER METER PROPOSED 1" RPZ ASSEMBLY IN HOT BOX FIRE HYDRANT ASSEMBLY, TYP. FIRE HYDRANT ASSEMBLY, TYP. 6"x11.25°+22.5° BEND 40' DRAINAGE EASEMENT SSWR MH DEPTH 7.80 TOP 22.89 SSWR MH DEPTH 5.00 TOP 21.54 10' MAINTENANCE EASEMENT 8" X 6" REDUCER (1) 6" GV SSWR MH DEPTH 8.61 TOP 22.18 11.25° BEND FIRE HYDRANT ASSEMBLY, TYP. PROPOSED DR-18 C900 PVC FORCEMAIN 22.5° BEND 11.25° BEND 6"x45° BEND MOVABLE BARRICADE FOR SCM MAINTENANCE ACCESS STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C S I T E A N D U T I L I T Y P L A N - S H E E T 4 O F 5 C2.4 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA10 0 F E M A 1 0 0 FEMA1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500FEMA500 FEMA5 0 0 FEMA500 FEMA500 FEMA500FEMA500 FEMA500 FEMA500 FE M A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA 5 0 0 FEMA50 0FEM A 5 0 0 FEMA500 FEMA500FEMA500FEMA500FEMA500 FEM A 5 0 0 FEMA50 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA50 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100FEMA100FEMA100 FEMA100FEMA100 FEMA100 FEMA100 FEMA100 FEMA100FEMA100 FEMA100 FE M A 1 0 0 FEMA100FEMA100FEMA100 FEMA100FEMA100 FEMA100 FEMA100 FEMA100FEMA100FEMA100 FEMA1 0 0 FEMA100 FEMA100 FEMA100 F E M A 1 0 0 FEMA10 0 FEMA100 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 8'' W8'' W8'' W8'' W8'' W8'' W8'' W DAIRY FARM ROAD 35 2200 SF 0.051 AC 2200 SF 0.051 AC 8' ' W 8' ' 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 MA T C H L I N E C 2 . 1 MA T C H L I N E C 2 . 5 MA T C H L I N E C 2 . 5 T O P MA T C H L I N E C 2 . 5 B O T T O M RIGHT OF WAY LINE PROPOSED DR-18 C900 PVC PRIVATE FORCE MAIN 10' OFF OF RIGHT OF WAY PROPERTY BOUNDARY EDGE OF PAVEMENT CENTERLINE OF ROAD RIGHT OF WAY EDGE OF DRIVEWAY PROPOSED TURN LANE 20' SANITARY EASEMENT PID: R01800-003-012-000 NEW HANOVER COUNTY BOARD OF EDUCATION SIDBURY ROAD TRACT NHC BOARD OF EDUCATION Deed BK 5954 PG 2089 MAP BK 59 PG 235 PID: R01800-003-012-001 SIDBURY CROSSING LLC BK 6407 PG 0409 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA10 0 F E M A 1 0 0 FEMA1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA500FEMA500 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEMA500FEMA500 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100FEMA100FEMA100FEMA100FEMA100 FEMA100 G G G G G G G G G G G G G G G G G G G FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM MA T C H L I N E C 2 . 5 T O P MA T C H L I N E C 2 . 5 B O T T O M PROPOSED DR-18 C900 PVC PRIVATE FORCEMAIN RIGHT OF WAY 10' OFFSET FROM RIGHT OF WAY EDGE OF PAVEMENT CENTERLINE OF ROAD EXISTING SANITARY MAIN RIGHT OF WAY RIGHT OF WAY PROPOSED FORCE MAIN TIE IN TO EXISTING MAIN DAIR Y F A R M R O A D SID B U R Y R O A D 20' SANITARY EASEMENT PID: R01800-003-012-000 NEW HANOVER COUNTY BOARD OF EDUCATION SIDBURY ROAD TRACT NHC BOARD OF EDUCATION Deed BK 5954 PG 2089 MAP BK 59 PG 235 PID: R01800-003-012-001 SIDBURY CROSSING LLC BK 6407 PG 0409 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 2 . 0 - S I T E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C S I T E A N D U T I L I T Y P L A N - S H E E T 5 O F 5 C2.5 1"=50' SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK AMENITY AREA OPEN SPACE 8''W UTILITY LEGEND PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED MANHOLE FIRE HYDRANT REDUCER GATE VALVE BLOWOFF ASSEMBLY SAN S N A D 8 3 BL U E C L A Y R D FEMA1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA10 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA10 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FEMA1 0 0 FEMA100FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA10 0 FE M A 1 0 0 FEMA10 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEM A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0FEMA5 0 0 FEMA5 0 0 FEMA5 0 0 FEMA50 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA10 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100FEMA100 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA50 0 FEMA 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEMA100 FEMA100 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEMA500 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FEMA500 FEMA5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEMA5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA10 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 X X 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 8' ' W DYH DYH DYH 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50' P R I V A T E R / W - 2 7 ' B - B ROA D A 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D C 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D D 50' PR I V A T E R / W - 2 7 ' B - B ROAD H 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G SCM 1 105,320 SF 2.42 AC SCM 2 410,990 SF 9.44 AC 1 3 2 5 4 6 17 16 8 15 7 14 13 12 11 10 35 36 37 38 39 49 50 51 52 54 55 47 56 40 48 66 41 65 42 64 43 63 44 45 46 53 57 59 58 62 61 60 28 29 30 31 24 32 25 33 26 34 27 21 20 19 18 22 23 79 80 81 82 78 68 69 70 72 71 67 74 75 76 77 73 96 97 98 99 92 93 94 95 91 100 101 102 103 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 204 205 206 207 208 209 210 211 212 213 214 215 202 203 219 220 217 218216 231 230229228227 226 221 222 223 232 233 196 195 194 193 192 191 198 190 197 224 225 201200 199 167 166 165164163 162 169 176 168 175 174 173 172 171 170 161 186 188 152 187 185 157 153 158 183 154 159 189 184 155 150 151 156 160 177 180 178 183 181 179 182 137 142 147 138 143 148 139 149 144 140 145 136 146 141 85 86 83 104 105 106 107 108 109 110 111 88 89 90 87 84 9 APPROXIMATE LIMITS OF EX. LANDFILL 8'' W 8''W 8''W 8''W 8''W 8'' W 8''W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM F M F M F M F M F M F M F M F M F M F M F M F M F M FM S S S S S S S S S S S S S S S S S S S S S S S SA N SA N S S S S S S S MATCHLINE C3.3 MATCHLINE C3.1 MA T C H L I N E C 3 . 1 MA T C H L I N E C 3 . 2 MATCHLINE C3.4 MATCHLINE C3.2 MA T C H L I N E C 3 . 3 MA T C H L I N E C 3 . 4 MAT C H L I N E C 3 . 5 T O P MAT C H L I N E C 3 . 5 B O T T O M MATCHLINE C3.1 MATCHLINE C3.5 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 3 . 0 - P R E L I M P L A N . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E OV E R A L L S I T E S P E C I F I C G R A D I N G A N D D R A I N A G E P L A N C3.0 1"=150' NA D 8 3 0 300' SCALE 1"=150' 150' LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 PROPOSED STORM CATCH BASIN PROPOSED STORM SEWER PIPE NOTE: STATE PERMIT 401/404 SHALL BE OBTAINED PRIOR TO ANY IMPACT TO JUSRISDICTIONAL AND NON-JURISDICTIONAL WETLANDS. 20 20 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 25 25 1919 21 21 22 22 2 2 22 23 23 23 23 23 23 2 4 2 4 2 4 2 4 2 4 24 2 4 2 4 242 4 24 24 24 26 26 26 2 6 2 6 26 2 6 26 26 26 2 6 26 2 6 2 6 2 6 27 27 27 2 7 2 7 2 7 2 7 27 28 2 8 28 2 8 2 8 2 8 2 8 28 1 0 10 10 10 1 5 151 5 15 15 2 0 20 2 0 20 2 020 20 2525 2 5 252525 25 25 252 5 25 2 5 2 5 25 25 2 5 25 25 2525 25 25 25 25 25 252 5 30 3 0 3 0 3 0 3 0 30 30 30 3 0 3 0 3030 30 3 0 30 30 3 5 35 4 0 40454 5 9 9 1 1 1 1 11 1 2 12 1 2 1 2 12 1 3 13 1 3 1 3 1 3 14 14 1 4 1 4 1 4 1 616 1 6 1 6 1 6 1 7 17 17 1 7 1 7 1 7 17 18 1 8 18 1 8 1 8 1 9 19 19 1 9 1919 1 9 2 1 21 2121 2121 21 2 1 21 2 1 21 21 2 1 22 22 2222 22 2 2 22 2222 22 22 22 22 22 22 22 222222 22 23 23 23 2323 2323 2323 2323 23 2323 23 23 2 3 23 23 2 3 2 3 2 3 232 3 23 23 23 23 23 2 3 2 4 24 2424 24 2424 2424 24 24 24 24 24 2424 24 24 24 26 26 2626 26 26 26 26 2 6 26 26 2 6 26 26 2 6 26 2 727 272 7 27 27 27 27272 727 2 7 27 27 28 28 2 8 28 2 8 28 2 8 28 2828 28 28 28 28 28 28 2828 28 28 2 8 28 28 28 28 28 28 2 8 2 8 28 282 8 29 29 29 2 9 2 929 29 29 2 9 2 9 2 9 2 9 29 29 29 29 2929 3 1 3 1 313 1 31 31 31 31 3 2 32 32 32 33 3 3 3 4 34 3 6 36 3 7 3738 3 8 39 3 9 41 4 1 42 4 2 43 4 3 444 4 464 6 1 0 15 1 5 1 5 15 1 5 20 20 2 0 2020 202 0 20 2 0 20 2 0 202 020 2 020 7 8 9 1 1 1 2 13 1 3 1 3 1 4 1 4 1 4 1 6 16 1 6 1 6 1616 1 7 1 7 1 7 171 7 17 1 7 17 1 717 18 18 1 8 181 8 181 818 1 9 1919 19 1 9 19 1 9 19 2 1 21 21 2 1 21 2 1 2 1 21 2 1 21 2 1 21 2 1 21 2 1 21 2222 22 22 22 22 2 2 22 2 2 22 2 2 22 2 3 2 3 23 2 3 2 3 23 23 2 3 23 2 3 23 23 2 3 232 323 2 3 23 24 24 10 10 10 1 0 1 0 10 10 1 5 15 15 20 20 20 20 20 7 8 8 8 9 9 9 9 9 9 9 11 11 1 1 1 1 11 1 2 12 1 2 1 2 12 131 3 13 13 1 3 13 13 13 1 3 1 3 13 1 4 14 14 1 6 1 6 1 6 16 1 6 16 16 16 16 1616 17 1 7 1 717 17 17 17 17 17 18 18 1 81818 18 1 9 19 1919 19 19 19 1 9 1919 1 9 19 191 9 19 1 9 1 9 1 9 21 21 21 21 21 22 22 22 22 23 23 23 2 3 24 2 4 242 4 10 10 10 10 10 1 0 10 10 101 0 10 10 10 1 0 1 0 88 9 9 9 9 9 11 1 1 1 1 12 1 2 1 2 FEMA 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FEMA 1 0 0 FEMA100 FEMA100 FEMA500 FEMA500 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 X 18" CULVERT 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8' ' W 8' ' W 8' ' W 8'' W DYH DYH ELEV. 2 2 . 6 ELEV. 22.5 ELEV. 22 . 2 EL E V . 2 1 . 9 ELEV. 2 1 . 3 BL U E C L A Y R D D A I R Y F A R M R D D A I R Y F A R M R O A D OS 2 28,655 SF 0.66 AC OS 3 37,647 SF 0.86 AC OS 1 48,665 SF 1.12 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 0.05 AMENITY 45,598 SF 1.05 AC 1 6 5 4 3 2 9 8 7 10 12 11 17 16 15 14 13 21 20 19 18 22 23 28 24 25 26 27 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 47 45 46 48 49 50 51 52 54 55 56 53 57 59 66 58 65 64 63 62 61 60 79 80 81 82 78 74 75 76 77 73 68 69 70 72 71 67 85 86 83 88 89 90 87 84 92 93 94 91 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 121 113 120 112 142 147 152 138 143 148 139 149 153 144 154 140 145 155 146 150 141 151 167 166 165 164 163 162 169 168 170 161 186 185 184 204 202 203 APPROXIMATE LIMITS OF EX. LANDFILL 2 5 24 24 23 2 5 2 5 24 24 24 2 5 14 24 17 24 25 16 26 25 25 25 26 23 25 24 24 24 24 23 24 2 3 24 24 24 2 3 23 23 22 22 23 22 23 23 24 2 2 22 21 21 22 23 22 24 2 5 2 3 22 21 21 22 2 222 22 24 25 2 6 24 2 3 22 25 29 2 3 24 23 22 26 2 6 2 6 2 6 2 6 2 6 26 2 6 30 26 26 2 4 24 2 4 2 4 2 4 2 7 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M S S S S S S S S S S S S S S S SA N SA N SA N SA N SA N S A N SAN SAN SAN S A N S A N S A N S A N S S S S SAN SANS A N SA N SA N SA N TOP = 24.01 DEPTH = 8.39 TOP = 24.01 DEPTH = 9.00 TOP = 24.28 DEPTH = 8.28 TOP = 24.30 DEPTH = 3.55 TOP = 25.13 DEPTH = 4.43 TOP = 24.04 DEPTH = 10.07 TOP = 24.38 DEPTH = 9.44 TOP = 23.99 DEPTH = 3.69 TOP = 23.87 DEPTH = 6.97 TOP = 22.63 DEPTH = 10.09 TOP = 23.85 DEPTH = 8.48 TOP = 23.84 DEPTH = 8.09 TOP = 24.76 DEPTH = 8.10 TOP = 24.76 DEPTH = 8.99 TOP = 23.68 DEPTH = 10.15 TOP = 23.04 DEPTH = 5.83 TOP = 23.04 DEPTH = 5.22 TOP = 22.90 DEPTH = 3.56 TOP = 22.63 DEPTH = 10.70 TOP = 24.83 DEPTH = 4.34 TOP = 23.18 DEPTH = 4.64 TOP = 23.93 DEPTH = 5.37 TOP = 24.01 DEPTH = 13.47 TOP = 22.75 DEPTH = 5.81 TOP = 21.99 DEPTH = 10.63 TOP = 21.99 DEPTH = 9.11 TOP = 20.92 DEPTH = 13.68 TOP = 21.98 DEPTH = 11.53 TOP = 22.01 DEPTH = 4.12 TOP = 22.42 DEPTH = 6.60 TOP = 22.35 DEPTH = 12.64 TOP = 22.36 DEPTH = 9.78 TOP = 21.16 DEPTH = 12.28 TOP = 21.16 DEPTH = 9.37 TOP = 20.72 DEPTH = 12.29 TOP = 20.73 DEPTH = 9.54 TOP = 24.63 DEPTH = 4.70 TOP = 22.65 DEPTH = 9.36 TOP = 22.39 DEPTH = 12.99 TOP = 21.52 DEPTH = 4.68 TOP = 22.42 DEPTH = 8.87 TOP = 22.42 DEPTH = 9.10 1 5 " R C P 1 8 " R C P 4 8 " R C P 18 " R C P 24" RC P 15 " R C P 2 4 " R C P 1 8 " R C P 1 8 " R C P 1 5 " R C P 1 5 " R C P 18 " R C P 48 " R C P 4 8 " R C P 15" RC P 24" RC P 15" RC P 24" R C P 15" RC P 30" R C P 18" R C P 24" RCP 4 2 " R C P 36" RC P 48" R C P 3 0 " R C P 36" R C P 18 " R C P 15" RCP 18" R C P 24 " R C P 15" RC P 18" R C P 48" RC P 1 8 " R C P 24 " R C P 30 " R C P 24" R C P 18 " R C P TOP = 23.96 DEPTH = 7.80 TOP = 23.57 DEPTH = 6.63 24" R C P 15" R C P MATCHLINE C3.3 MATCHLINE C3.1 MA T C H L I N E C 3 . 1 MA T C H L I N E C 3 . 2 P R O P E R T Y B O U N D A R Y P R O P O S E D T U R N L A N E TOP = 23.44 DEPTH = 10.31 TOP = 23.08 DEPTH = 9.74 TOP = 24.19 DEPTH = 7.61 18 " R C P 18 " R C P TOP = 24.20 DEPTH = 5.17 MATCHLINE C2.1 MATCHLINE C2.5 E X I S T I N G R C P I N V E R T I N 2 3 . 1 2 I N V E R T O U T 2 3 . 1 2 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 3 . 0 - P R E L I M P L A N . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C G R A D I N G A N D D R A I N A G E P L A N - S H E E T 1 O F 5 C3.1 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 PROPOSED STORM CATCH BASIN PROPOSED STORM SEWER PIPE 20 20 20 2 0 20 25 2 5 2525 2 5 25 25 25 25 25 2 5 25 25 25 2 5 25 2 5 2 5 25 25 25 2 5 25 25 1919 21 21 21 2 1 21 22 2 2 22 22 22 22 2 2 22 23 23 23 23 2 3 2 3 23 23 24 24 24 24 242 4 2424 24 24 24 2 4 24 24 2 4 26 2 6 26 10 10 15 2 0 9 1112 1 3 1 4 1 6 1 7 17 17 18 1 8 1 8 1 9 1 0 15 1 5 1 5 15 1 5 20 20 2 0 2020 202 0 20 2 0 20 2 0 202 020 2 020 7 8 9 1 1 1 2 13 1 3 1 3 1 4 1 4 1 4 1 6 16 1 6 1 6 1 6 1616 1 7 1 7 1 7 17 1 7 1 7 171 7 17 1 7 17 1 717 18 18 18 18 1 8 181 8 181 818 1 9 1919 19 1 9 19 1 9 19 2 1 2 1 21 2 1 21 2 1 21 2 1 21 2 1 21 22 2 2 22 2 2 22 2 2 22 2 3 2 3 23 2 3 2 3 23 23 2 3 232 323 2 3 23 24 24 10 10 10 1 0 1 0 10 10 1 0 10 10 1 0 1 5 15 15 15 1 5 151 5 15 1 5 15 20 2 0 2 0 2 0 2 0 2 0 2 020 2 0 20 2 020 2 0 20 20 2 0 20 20 20 2 0 20 20 2 0202 0 2 0 20 2 0 20 20 20 20 20 20 2 0 20 252 5 252 5 25 2 5 25 2 5 7 8 8 8 9 9 9 9 9 9 9 9 9 11 11 1 1 1 1 11 11 1 1 1 2 12 1 2 1 2 12 12 1 2 131 3 13 13 1 3 13 13 13 1 3 1 3 13 1 3 1 3 1 4 14 14 14 1 4 14 1 4 14 161 6 1 6 1 6 1 6 16 1 6 16 16 16 16 1616 16 1 6 16 1 6 16 1 7 17 17 1 7 17 1 7 1 717 17 17 17 1 71717 17 17 1 7 17 1 818 1 8 1 8 18 18 1 8 18 18 18 1 81818 18 18 18 1 8 18 1 9 19 1919 19 19 19 19 19 1919 19 1 919 1 9 1 9 1 9 19 19 19 19 1 9 1919 1 9 19 19 19 1 9 19 191 9 19 1 9 1 9 1 9 21 2 1 2 1 2 1 2 1 21 21 2 1 21 21 2 1 21 21 21 21 21 21 2 1 212 1 21 2 1 21 21 2 1 21 21 21 21 21 2 1 212 1 2 1 2 2 2 2 22 2 2 22 222222 22 22 2 2 2 2 22 22 22 2 2 22 22 2 2 22 22 2 2 2 3 23 23 23 2 3 23 23 23232 3 23 2 3 232 3 23 23 23 23 2 3 23 2 3 2 3 23 23 2 3 23 23 23 23 2 3 23 23 2 3 2 3 2 424 2 4 24 2 4 24 24 2 4 24 24 24 24 2 4 24 2 42 4 242 4 24 24 2 4 24 26 2 6 2525 25 25 2 5 2 5 25 2 5 2 5 25 2 5 25 2 5 25 25 25 2 5 2 5 2 1 2 1 2 1 2 1 2 1 21 222 2 22 2 2 2 2 2 2 22 2 2 22 2 2 22 2323 2 3 2 3 2 3 23 23 2 3 2 3 23 23 2 3 2 3 2 3 23 24 24 24 2 4 24 24 2 4 24 2424 24 24 24 2 4 2 4 242 4 2 4 24242 4 2 6 2 6 2 6 26 2 6 2 6 20 25 2 5 252 5 25 2 5 25 2 5 30 30 30 3 0 30 3 0 30 3 0 17 17 18192122 2 2 22 23 2 3 2323 23 2 3 23 2 3 23 242 4 24 2 4 24 2 4 2 424 24 26 2 6 27 2 7 27 2727 2 727 2 7 282 828 2 8 29 2 9 1515 15 1 5 2 0 202 0 20 202 0 20 2 020 2 0 20 16 16 1 6 1 6 16 16 1 6 16 16 1 6 1 6 1617 1 7 17 17 1 7 17 1818 18 18 18 18 1818 19 19 19 19 19 21 21 2 1 2121 21 21 2121 22 22 2 222 23 2 3 2 3 23 232 3 242 4 20 2 0 2 5 2 5 2 5 2 5 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 15 15 20 14 14 16 16 17 1 7 17 17 17 18 1 8 18 18 18 19 21 22 10 10 10 10 10 1 0 10 10 10 1 0 9 9 9 FEMA500 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA100 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA100 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA100 FEM A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FEMA500 FEMA5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FEMA50 0FEMA500 FEM A 5 0 0 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 ELEV. 22.5ELEV. 21.9ELEV. 2 1 . 3 E L E V . 2 0 . 5 E L E V . 2 0 . 8 ELEV . 2 0 . 4 E L E V . 2 1 . 3 SCM 2 410,990 SF 9.44 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 SF 0.05 AC 59 66 58 65 64 63 62 61 60 100 101 102 103 107 108 109 110 111 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 147 152 148 157 149 153 158 154 159 155 146 150 151 156 160 189 204 205 206 207 208 209 210 211 212 213 214 215 202 203 18 22 25 26 25 24 25 19 19 24 25 24 23 21 20 24 23 24 2 5 24 23 22 22 25 23 23 2324 24 23 2 5 2 5 24 24 24 2 5 14 24 17 24 25 16 26 25 25 24 24 24 24 22 22 23 22 23 23 24 2 2 23 24 23 24 020 10 0 1 5 2 5 25 20 0 0 22 21 0 0 2 1 0 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W S S S S S S S S S SA N SA N SA N SA N S SA N SA N SA N SA N SA N SA N TOP = 23.85 DEPTH = 8.48 TOP = 23.84 DEPTH = 8.09 TOP = 23.68 DEPTH = 10.15 TOP = 22.75 DEPTH = 5.81 TOP = 21.99 DEPTH = 10.63 TOP = 21.99 DEPTH = 9.11 TOP = 21.98 DEPTH = 11.53 TOP = 22.65 DEPTH = 9.36 TOP = 22.42 DEPTH = 8.87 TOP = 22.42 DEPTH = 9.10 3 0 " R C P 18 " R C P 15" RCP 18" R C P 24 " R C P 15" RC P 24 " R C P 30 " R C P 24" R C P TOP = 17.55 DEPTH = 12.42 TOP = 22.30 DEPTH = 9.69 TOP = 23.97 DEPTH = 12.90 TOP = 22.58 DEPTH = 10.49 TOP = 23.52 DEPTH = 4.77 TOP = 8.51 DEPTH = 2.94 TOP = 23.96 DEPTH = 7.80 TOP = 23.57 DEPTH = 6.63 4 8 " R C P 36 " R C P 15" RC P 36 " R C P 36 " R C P 24" R C P 15" R C P MA T C H L I N E C 3 . 1 MA T C H L I N E C 3 . 2 MATCHLINE C3.4 MATCHLINE C3.2 TOP = 21.20 DEPTH = 4.71 18" RCP TOP = 22.29 DEPTH = 2.29 TOP = 23.44 DEPTH = 10.31 3 0 " R C P 30" R C P TOP = 23.08 DEPTH = 9.74 1 8 " R C P TOP = 23.16 DEPTH = 8.56 TOP = 24.19 DEPTH = 7.61 18 " R C P 18 " R C P TOP = 24.20 DEPTH = 5.17 6'L x 5'W x 12"D VELOCITY DISSIPATOR EMERGENCY SPILLWAY ELEVATION = 20.00' 100'X6' FOREBARY DAM WEIR ELEVATION 20' 24'L x 12'W x 18"D VELOCITY DISSIPATOR JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 3 . 0 - P R E L I M P L A N . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C G R A D I N G A N D D R A I N A G E P L A N - S H E E T 2 O F 5 C3.2 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 PROPOSED STORM CATCH BASIN PROPOSED STORM SEWER PIPE 2 0 20 25 25 25 2 5 16 17 17 18 18 19 19 21 2 1 2 2 22 23 23 23 23 24 24 2 4 24 26 26 26 26 2 6 26 2 6 26 27 2 7 27 27 27 27 27 28 28 28 28 2 8 10 1 0 1 5 15 1515 15 1 5 1 5 1515 15 1 5 15 1 5 1 5 15 15 1 5 15 15 1 5 15 15 15 15 202 0 20 20 20 2020 2 0 20202 02020 2 0 20 20 2 0 20 20 20 202020 2020 20 20 20 20 25 2 5 252 5 25 2 5 2 5 25 25 3 0 3 0 3030 30 3 0 30 3 0 3 0 3 5 35 4 0 40454 5 9 9 1 1 11 11 1 1 11 11 1 2 1 2 12 12 12 1 2 12 1 2 12 1313 1 3 1 3 13 13 1 3 13 13 1 3 13 1 3 13 131 3 1 3 13 13 13 13 1 3 13 14 14 14 14 14 141414 14 14 14 141 4 14 14 14 1 4 14 14 14 1 6 1 6 16 1 6 16 16 16 1 616 16 16 16 16 1 6 16 16 1 6 1 7 1 7 17 17 171 7 17 17 17 17 17 17 17 1 7 1 7 17 1 7 1717 1 8 18181 8 1 8 18 1 8 18 18 18 18 18 18 1 8 1 8 18 1 8 18 181818 19 1 9 19 191 9 19 1919 19 19 19 19 1 9 19 1 9 19 19 1919 1 9 1 9 19 19 2121 2 1 21 21 2 1 2121 21 21 212 1 21 2 1 21 21 21 22 22 22 22 22 22 22 22 2 2 22 2 2 22 22 22 22 23 23 23 2 3 23 23 2323 2 3 23 2323 23 23 23 23 23 2 3 2 3 24 24 24 2 4 24 2 4 2424 24 24 24 24 2 4 24 24 2 4 2 4 2 6 26 26 26 2 6 2 6 26 27 27 27 27 2 7 28 2828 2 8 28 2 8 28 282 8 2 929 29 29 2 9 2 9 2 9 2929 29 2 9 3 1 3 1 3 1 31 32 32 33 3 3 3 4 34 3 6 36 3 7 3738 3 8 39 3 9 41 4 1 42 4 2 43 4 3 444 4 464 6 15 15 1515 1 5 15 15 15 15 1 5 15 15 15 1 5 1 5 151515 1515 15 15 1 5 15 15 20 2 0 1 1 1 1 1 1 1111 1 1 1 2 1 2 1 2 1 2 12 12 13 13 13 1 3 13 13 13 1313 13 13 1 3 13 13 1 3 1 3 1 4 14 1414 14 14 14 1 4 14 14 1414 1 4 14 14 1414 14 1 4 1 4 14 14 14 1 4 1 4 1 6 1 6 1 6 16 1 6 161 6 1 6 1 6 1 7 171 717 1 71717 1 7171 7 18 1 8 1 8 18 191 919 1 9 1 9 19 10 10 10 10 10 10 10 1 0 10 10 1 0 1 0 9 9 9 1 1 1 1 11 1 1 11 1 1 1 1 11 11 1 1 12 1212 12 12 1 2 1 2 13 13 13 13 131 3 13 13 1 3 1 3 14 14 F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FEM A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500FEMA5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA10 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 X X X 18" CULVERT 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8' ' W 8'' W 8'' W DYH BL U E C L A Y R O A D X X X SCM 1 105,320 SF 2.42 AC OS 3 37,647 SF 0.86 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 7 2,000 SF 0.05 AC OS 5 1,867 SF 0.04 AC 2,000 PUMP STATION 7,247 SF 0.17 AC 82 85 86 83 88 89 90 87 84 104 105 106 107 108 109 110 111 121 137 142 147 152 138 143 148 139 149 153 144 154 140 145 155 136 146 150 141 151 167 166 165 164 163 162 169 168 174 173 172 171 170 161 176 175 186 177 185 180 178 183 181 184 179 182 196 195 194 193 192 191 190 197 20 22 2121 22 23 22 23 23 24 2 2 22 21 21 22 23 222 3 22 21 21 22 2 222 22 24 25 2 6 24 2 3 22 25 29 29 24 2 3 22 21 20 24 23 22 22 23 21 21 20 21 22 16 21 20 26 19 13 34 34 1 3 1 9 1 9 14 1 5 1 3 1 9 19 14 19 20 20 19 14 34 34 2 7 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W 1''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S S S S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN S A N SA N SAN TOP = 24.28 DEPTH = 8.28 TOP = 23.99 DEPTH = 3.69 TOP = 23.87 DEPTH = 6.97 TOP = 23.18 DEPTH = 4.64 TOP = 21.31 DEPTH = 4.63 TOP = 22.75 DEPTH = 5.81 TOP = 21.99 DEPTH = 10.63 TOP = 21.99 DEPTH = 9.11 TOP = 20.94 DEPTH = 4.94 TOP = 20.94 DEPTH = 6.44 TOP = 20.92 DEPTH = 13.68 TOP = 16.85 DEPTH = 7.47 TOP = 21.98 DEPTH = 11.53 TOP = 22.01 DEPTH = 4.12 TOP = 22.42 DEPTH = 6.60 TOP = 21.06 DEPTH = 5.08 TOP = 19.79 DEPTH = 15.91 TOP = 21.05 DEPTH = 16.12 TOP = 22.35 DEPTH = 12.64 TOP = 22.36 DEPTH = 9.78 TOP = 21.16 DEPTH = 12.28 TOP = 21.16 DEPTH = 9.37 TOP = 19.73 DEPTH = 16.17 TOP = 20.83 DEPTH = 4.83 TOP = 20.72 DEPTH = 12.29 TOP = 20.73 DEPTH = 9.54 TOP = 19.54 DEPTH = 7.05 TOP = 19.54 DEPTH = 4.94 TOP = 17.74 DEPTH = 7.84 TOP = 8.70 DEPTH = 8.88 TOP = 22.39 DEPTH = 12.99 TOP = 21.52 DEPTH = 4.68 TOP = 19.73 DEPTH = 5.36 TOP = 19.10 DEPTH = 15.63 60 " R C P 24 " R C P 15" R C P 15" R C P 15" RC P 36" R C P 36 " R C P 24" RCP 18 " R C P 2 4 " R C P 1 8 " R C P 15 " R C P 24" R C P 36 " R C P 15 " R C P 60 " R C P 60 " R C P 60 " R C P 1 5 " R C P 18 " R C P 48 " R C P 4 8 " R C P 15" RC P 24" RC P 15" R C P 24" R C P 48" R C P 3 0 " R C P 36" R C P 18" R C P 15" RC P 48" RC P 18" R C P 18 " R C P 60 " R C P MATCHLINE C3.3 MATCHLINE C3.1 MA T C H L I N E C 3 . 3 MA T C H L I N E C 3 . 4 TOP = 19.96 DEPTH = 8.50 30 " R C P 24 " R C P TOP = 17.00 DEPTH = 13.00 24" R C P TOP = 15.05 DEPTH = 13.00 TOP = 12.26 DEPTH = 5.50 16'L x 6'W x 26"D VELOCITY DISSIPATOR EMERGENCY SPILLWAY ELEVATION = 17.50' 30'X6' FOREBARY DAM WEIR ELEVATION 13' 40'L x 15'W x 26"D VELOCITY DISSIPATOR 18'L x 9'W x 18"D VELOCITY DISSIPATOR JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 3 . 0 - P R E L I M P L A N . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C G R A D I N G A N D D R A I N A G E P L A N - S H E E T 3 O F 5 C3.3 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 PROPOSED STORM CATCH BASIN PROPOSED STORM SEWER PIPE 15 15 20 1 3 1 3 1313 14 14 1 4 1 4 1 4 14 16 16 17 17 17 17 18 18 1 8 19 19 21 22 23 1515 15 1 5 15 1 5 15 15 15 202020 20 12 13 13 1 3 13 13 13 14 141414 14 14 14 14 14 1 4 14 16 16 17 17 18 18 19 19 212 1 1 0 10 10 1 0 15 15 1515 1 5 15 15 15 15 1 5 15 15 15 1 5 1 5 151515 15 151 5 15151 5 1515 15 15 1 5 15 15 2 0 20 20 20 2 0 252 5 252 5 25 2 5 2 5 25 25 2 5 25 25252 5 25 25 252 5 252 5 25 2 5 2 525 2525 25 2 52525 25 25 1 1 1 1 11 1 1 1 1 1111 1 1 12 1 2 1 2 12 1 2 1 2 12 12 13 13 13 1 3 13 13 13 1313 13 13 1 3 13 13 1 3 1 3 1 3 1 4 14 1414 14 1414 1 4 14 14 1414 1 4 14 14 1414 14 14 1 4 14 14 14 14 14 1 4 1 4 1 6 16 1 6 16 16 1 6 1 6 161 6 1 6 1 6 1 7 171717 1 7 17 1 71717 1 7171 7 1 7 18 1 8 1 8 18 18 1 8 1 8 191 919 1 9 1 9 19 1 9 19 1 9 2 1 2 1 2122 22 2222 2 2 2 3 23 23 2 3 23 23 23 2 3 23 232 323 2323 24 24 24 2 4 24 2 42 4 2 4 24 24 24 24 24 24 26 2 626 2 6 26 2 6 272 7 2 5 25 2 5 25 30 3030 3 0 30 3 0 2626 2 6 2 6 26 27 2727 2 727 2 7 27 272 7 2 8 28 2 8 2 9 29 2 9 2019 1010 10 10 10 10 15 15 1 5 1 5 1515 15 15 1515 151 5 15 15 1 5 1 5 1 5 1 515 1515 15 20 2 0 20 2 0 20 2 0202 0 2 0 2 5 25 25 25 25 2 5 25 2 5 25 25 25 2 5 25 25 2525 2 5 25 252525 25 2 5 2 5 11 11 11 11 1111 11 11 1212 12 12 12 12 1 2 12 13 1 3 1 3 13 1 3 13 1 3 1 3 13 13 13 13 13 13 1 4 1 4 1 414 1414 14 14 1 4 14 14 14 1 4 1 4 14 14 14 14 14 14 1 4 1 4 1 4 14 14 14 14 1 4 16 16 16 1 6 1 6 17 1717 1 7 1 7 18 18 1 8 19 1 9 1 9 2 1 2 1 21 2 1 21 21 2 1 2 1 2 1 21 2 1 2222 22 22 2 2 22 22 2 2 2 3 23 2 3 2323 23 23 23 23 2 3 2 4 24 2 4 24 24 2 4 26 2 6 1 5 1 5 1 5 15 15 15 15 15 15 15 15 1 5 1 5 20 1 1 1 1 1 2 1 2 1 2 1212 1 2 1 2 1 2 1 3 1 3 1 3 13 13 1 3 1 3 1 3 1 4 1 4 1 4 14 14 14 14 14 14 14 14 1 4 1 4 1 4 1 6 16 16 16 16 16 16 16 16 16 1617 17 17 1 7 17 17 17 17 17 1818 18 1 8 18 18 18 19 21 22 15 20 2 0 20 16 16 16 17 1 7 17 18 1 8 1819 1 9 19 21 2 12122 2 2 22 23 2 3 24 24 10 10 10 10 10 10 10 1 0 10 10 1 0 1 0 9 9 9 1 1 1 1 11 1 1 1 1 1 1 11 1 1 12 1212 12 13 13 14 14 FEMA1 0 0 FEMA100 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA10 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA500 FEMA5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA5 0 0 FEMA50 0FEMA500 FEM A 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA50 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FE M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 ELEV. 20.4 ELEV. 20.5 ELEV. 20.8 EL E V . 2 0 . 7 ELEV . 2 0 . 5 EL E V . 2 0 . 3 EL E V . 1 9 . 8 EL E V . 1 9 . 3 EL E V . 1 8 . 9 EL E V . 2 1 . 0 E L E V . 2 0 . 5 E L E V . 2 0 . 8 SCM 1 105,320 SF 2.42 AC OS 11 1,756 SF 0.04 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 SF 0.05 AC EXISTING CEMETERY 21,446 SF 0.49 AC 106 107 108 109 110 111 121 142 147 152 143 148 157 149 153 158 144 154 159 140 145 155 146 150 141 151 156 160 186 188 187 185 180 178 183 189 181 184 179 182 196 195 194 193 192 191 198 190 197 201200 199 219 220 213 214 215 217 218216 231 230 229228227 226 221 222 223 224 225 232 233 20 22 2121 22 24 23 22 23 24 16 2 3 23 20 22 21 17 22 2 2 23 21 17 21 18 22 23 22 24 23 24 24 25 26 25 24 25 19 19 24 25 24 24 23 22 22 22 23 23 24 2 2 22 23 23 22 23 24 21 21 22 16 21 20 19 13 34 34 1 3 1 9 1 9 14 1 5 1 3 1 9 34 22 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 6''W 6''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W 6 ' ' W S S S S S S SA N SA N S A N SAN SA N SA N SA N SA N SA N S S S SA N SA N SA N SAN SANSAN TOP = 22.75 DEPTH = 5.81 TOP = 21.99 DEPTH = 10.63 TOP = 21.99 DEPTH = 9.11 TOP = 20.94 DEPTH = 4.94 TOP = 20.94 DEPTH = 6.44 TOP = 21.98 DEPTH = 11.53 TOP = 22.01 DEPTH = 4.12 TOP = 19.79 DEPTH = 15.91 TOP = 19.73 DEPTH = 16.17 TOP = 19.54 DEPTH = 7.05 TOP = 19.54 DEPTH = 4.94 TOP = 8.70 DEPTH = 8.88 TOP = 19.10 DEPTH = 15.63 15" R C P 15 " R C P 24" R C P 3 0 " R C P 36" R C P 18" R C P 15" RC P 60 " R C P TOP = 17.55 DEPTH = 12.42 TOP = 24.36 DEPTH = 5.47 TOP = 23.97 DEPTH = 12.90 TOP = 24.32 DEPTH = 14.40 TOP = 23.52 DEPTH = 4.77 4 8 " R C P 15" RCP 36 " R C P 48" RCP 15" RC P 36 " R C P MATCHLINE C3.4 MATCHLINE C3.2 MA T C H L I N E C 3 . 3 MA T C H L I N E C 3 . 4 TOP = 22.72 DEPTH = 15.05 48" RCP TOP = 21.24 DEPTH = 15.57 4 8 " R C P TOP = 22.14 DEPTH = 9.57 TOP = 23.58 DEPTH = 15.10 2 4 " R C P TOP = 17.00 DEPTH = 13.00 24" RC P TOP = 15.05 DEPTH = 13.00 16'L x 6'W x 26"D VELOCITY DISSIPATOR EMERGENCY SPILLWAY ELEVATION = 17.50' 30'X6' FOREBARY DAM WEIR ELEVATION 13' 40'L x 15'W x 26"D VELOCITY DISSIPATOR 18'L x 9'W x 18"D VELOCITY DISSIPATOR JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 3 . 0 - P R E L I M P L A N . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C G R A D I N G A N D D R A I N A G E P L A N - S H E E T 4 O F 5 C3.4 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 PROPOSED STORM CATCH BASIN PROPOSED STORM SEWER PIPE 20 20 25 25 2525 25 25 2525 25 25 25 25 25 2 518 18 1 9 1 9 21 21 2 1 2 1 2 1 2 1 22 22 22 22 2222 22 22 2 2 2 2 2 2 22 22 2 2 2 2 2 2 22 2 2 23 23 23 23 2323 2323 23 23 2323 23 232 3 2 3 23 23 2 3232 3 23 24 24 2424 24 24 2424 2 4 2 4 2424 24 24 24 24 24 24 24 24 24 2 6 26 26 26 26 2626 26 26 26 26 26 2 6 27 27 27 27 28 28 28 28 29 29 2 525 252 5 2 52 5252 5 2 5252 5 2 5 2 5 25 25252525 30 2 3232 3 2 3 242 4 2424 24 24 2 4 2 4 24 2 4 242626262 6 2 6 2 6 2626 26 26 26 2 6 2 7 2 7 2727 27 2828 2829 31 32 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA10 0 F E M A 1 0 0 FEMA1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500FEMA500 FEMA5 0 0 FEMA500 FEMA500 FEMA500FEMA500 FEMA500 FEMA500 FE M A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 FEMA500FEMA500 FEMA500FEMA500FEMA500FEMA500FEMA500 FEMA 5 0 0 FEMA50 0FEM A 5 0 0 FEMA500 FEMA500FEMA500FEMA500FEMA500 FEM A 5 0 0 FEMA50 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA50 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100FEMA100FEMA100 FEMA100FEMA100 FEMA100 FEMA100 FEMA100 FEMA100FEMA100 FEMA100 FE M A 1 0 0 FEMA100FEMA100FEMA100 FEMA100FEMA100 FEMA100 FEMA100 FEMA100FEMA100FEMA100 FEMA1 0 0 FEMA100 FEMA100 FEMA100 F E M A 1 0 0 FEMA10 0 FEMA100 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 8'' W8'' W8'' W8'' W8'' W8'' W8'' W EL E V . 2 3 . 6 ELEV . 2 3 . 3 DAIRY FARM ROAD 35 36 30 26 26 8' ' W 8' ' 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 MA T C H L I N E C 3 . 5 T O P MA T C H L I N E C 3 . 5 B O T T O M RIGHT OF WAY LINE PROPOSED PRIVATE FORCE MAIN 10' OFF OF RIGHT OF WAY EDGE OF PAVEMENT CENTERLINE OF ROAD RIGHT OF WAY EDGE OF DRIVEWAY 20' SANITARY EASEMENT PID: R01800-003-012-000 NEW HANOVER COUNTY BOARD OF EDUCATION SIDBURY ROAD TRACT NHC BOARD OF EDUCATION Deed BK 5954 PG 2089 MAP BK 59 PG 235 PID: R01800-003-012-001 SIDBURY CROSSING LLC BK 6407 PG 0409 MA T C H L I N E C 2 . 1 MA T C H L I N E C 2 . 5 25 25 25 25 25 25 25 25 2525 25 25 2 5 30 30 3030 3 0 3030 30 30 35 2323 23 23 24 24 24 24 24 24 24 24 24 2 6 2 6 26 26 26 2 6 26 26 2 6 2 6 26 26 26 26 26 26 26 26 2 6 27 27 27 27 27 272727 27 27 27 27 27 27 2 7 28 28 28 28 2828 28 28 28 28 28 28 28 28 29 29 2 9 29 29 29 29 29 29 29 29 29 3 1 31 3131 31 3 2 33 342 4 24 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA10 0 F E M A 1 0 0 FEMA1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA500FEMA500 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEMA500FEMA500 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100FEMA100FEMA100FEMA100FEMA100 FEMA100 G G G G G G G G G G G G G G G G G G G FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM MA T C H L I N E C 3 . 5 T O P MA T C H L I N E C 3 . 5 B O T T O M PROPOSED PRIVATE FORCEMAIN RIGHT OF WAY 10' OFFSET FROM RIGHT OF WAY EDGE OF PAVEMENT CENTERLINE OF ROAD EXISTING SANITARY MAIN RIGHT OF WAY RIGHT OF WAY PROPOSED FORCE MAIN TIE IN TO EXISTING MAIN DAIR Y F A R M R O A D SID B U R Y R O A D 20' SANITARY EASEMENT PID: R01800-003-012-000 NEW HANOVER COUNTY BOARD OF EDUCATION SIDBURY ROAD TRACT NHC BOARD OF EDUCATION Deed BK 5954 PG 2089 MAP BK 59 PG 235 PID: R01800-003-012-001 SIDBURY CROSSING LLC BK 6407 PG 0409 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 3 . 0 - P R E L I M P L A N . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D S I T E S P E C I F I C G R A D I N G A N D D R A I N A G E P L A N - S H E E T 5 O F 5 C3.5 1"=50' SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK EXISTING CONTOUR PROPOSED CONTOUR PROPOSED EASEMENT PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE PROPOSED ROAD CENTER PROPOSED EOP GRADING & DRAINAGE LEGEND 100 100 PROPOSED STORM CATCH BASIN PROPOSED STORM SEWER PIPE N A D 8 3 17" 8" 16" TWIN 10" 12" 13" TWIN 7" 10" TWIN 9" 13" 17" 18" 15" 14" 17" 16" 15" 15"19" 14"14" 17" 20" 16" 16" 17" 10" TWIN 9" 22" 18" 15" 16" 14" 12" 9" 16" 9" 14" 12" TWIN 16" 13" 12"17" 21" 18"8" 15"14" 8" 12" 12" 13" TWIN 12"14" 9" TWIN 11" 8"10" 15" 11"9" 12" 14" 3" TWIN 8" 6" DOUBLE 10" 9" CLUSTER 8" 11" 9" 10" 9" 8" 10"9"8" 8" 9" 10"8" 10" 8" 8" 9" 8" 9" 12"14" 12" 12" 13" 13"14" 14" 14" 12" 15" TWINCLUSTER 13" 14"16" 14" 18" 18"12" 17" 13" 17"13" 12" 20" 17" 15" 21"10"10" 12" 12" 15"18" 14" 8"16" 14" 14" 19" 9" 12" 10" 10"13" 8" 15" 8" 24" 18" 13" 8" TWIN 16" 17" 13"9" 10" 15" 9" TWIN 15" 10" 10" TWIN 15" 10" 15"14" 10" 10" 12" 11" 16" 17" 11" 4" TWIN 8" 9" 8" 20"10" 12"9"8" 10" 6" TWIN 12"13" 15" 5" 3" TRIPLE 10" 12"12"11" 15" 14" CLUSTER 15" 14"14"10" 6" TWIN 12"9" 17" 12" 13" TWIN 18" 18" 13" 12" 18" 7" TWIN 15" 13" 18" 7" TWIN 14" 16"13" 13" 15" 12"16" 15" 15" 15" 13" 10" 4" 3" CLUSTER 12"15" 14" 16" CLUSTER 8" 6" TWIN 8" 3" TWIN9"9" 10" 7" TWIN 22" 8"9"8.5"18" 8" 8" 9" 2" TWIN 12" 8" 8" 9"8" 8" 9" 13.5" 14" 3" TWIN 11" 8"14" 13" 18" 12"20"19" 16" 13" 9" 15" 9"15"19"9"10"10" 12" 13" 6" 1 3 2 5 4 6 17 16 8 15 7 14 13 12 11 10 35 36 37 38 39 49 50 51 52 54 55 47 56 40 48 66 41 65 42 64 43 63 44 45 46 53 57 59 58 62 61 60 28 29 30 31 24 32 25 33 26 34 27 21 20 19 18 22 23 79 80 81 82 78 68 69 70 72 71 67 74 75 76 77 73 96 97 98 99 92 93 94 95 91 100 101 102 103 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 204 205 206 207 208 209 210 211 212 213 214 215 202 203 219 220 217 218216 231 230229228227 226 221 222 223 232 233 196 195 194 193 192 191 198 190 197 224 225 201200 199 167 166 165164163 162 169 176 168 175 174 173 172 171 170 161 186 188 152 187 185 157 153 158 183 154 159 189 184 155 150 151 156 177 180 178 183 181 179 182 137 142 147 138 143 148 139 149 144 140 145 136 146 141 85 86 83 104 105 106 107 108 109 110 111 88 89 90 87 84 9 17" 8" 16" TWIN 10" 12" 13" TWIN 7" 10" TWIN 9" 13" 17" 18" 15" 14" 17" 16" 15" 15"19" 14"14" 17" 20" 16" 16" 17" 10" TWIN 9" 22" 18" 15" 16" 14" 12" 9" 16" 9" 14" 12" TWIN 16" 13" 12"17" 21" 18"8" 15"14" 8" 12" 12" 13" TWIN 12"14" 9" TWIN 11" 8"10" 15" 11"9" 12" 14" 3" TWIN 8" 6" DOUBLE 10" 9" CLUSTER 8" 11" 9" 10" 9" 8" 10"9"8" 8" 9" 10"8" 10" 8" 8" 9" 8" 9" 12"14" 12" 12" 13" 13"14" 14" 14" 12" 15" TWINCLUSTER 13" 14"16" 14" 18" 18"12" 17" 13" 17"13" 12" 20" 17" 15" 21"10"10" 12" 12" 15"18" 14" 8"16" 14" 14" 19" 9" 12" 10" 10"13" 8" 15" 8" 24" 18" 13" 8" TWIN 16" 17" 13"9" 10" 15" 9" TWIN 15" 10" 10" TWIN 15" 10" 15"14" 10" 10" 12" 11" 16" 17" 11" 4" TWIN 8" 9" 8" 20"10" 12"9"8" 10" 6" TWIN 12"13" 15" 5" 3" TRIPLE 10" 12"12"11" 15" 14" CLUSTER 15" 14"14"10" 6" TWIN 12"9" 17" 12" 13" TWIN 18" 18" 13" 12" 18" 7" TWIN 15" 13" 18" 7" TWIN 14" 16"13" 13" 15" 12"16" 15" 15" 15" 13" 10" 4" 3" CLUSTER 12"15" 14" 16" CLUSTER 8" 6" TWIN 8" 3" TWIN9"9" 10" 7" TWIN 22" 8"9"8.5"18" 8" 8" 9" 2" TWIN 12" 8" 8" 9"8" 8" 9" 13.5" 14" 3" TWIN 11" 8"14" 13" 18" 12"20"19" 16" 13" 9" 15" 9"15"19"9"10"10" 12" 13" 6" SCM 1 SCM 2 LOD LOD L O D LO D LOD LOD L O D L O D LO D L O D LO D LO D LO D LO D LO D LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LOD LO D LO D LOD L O D LOD LO D LOD LOD L O D TP TP TP TP TP TP TP TP TP TP T P TP 2915 25.61 3522 2916 25.26 3523 BL U E C L A Y R D GI L B E R T C U R R Y D R WOODHA V E N D R FEM A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100FEMA100 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA50 0 FEMA 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEMA100 FEMA100 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEMA500 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 F E M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA10 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 3501 X X 2168 15.22 3522 2169 15.17 3523 2499 26.99 3522 2500 26.66 3523 2791 16.30 3522 NEW X APPROXIMATE POWER LINE EASEMENT AS SCALED FROM MB 49, PG 85 9488 26.93 WV EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE 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 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 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 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 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 8' ' W DYH DYH DYH BL U E C L A Y R D D A I R Y F A R M R D 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 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 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 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 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 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 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 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 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 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 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 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 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 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 X X X X X X X X X X X X X X MATCHLINE C4.3 MATCHLINE C4.1 MA T C H L I N E C 4 . 1 MA T C H L I N E C 4 . 2 MATCHLINE C4.4 MATCHLINE C4.2 MA T C H L I N E C 4 . 3 MA T C H L I N E C 4 . 4 JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E OV E R A L L T R E E M I T I G A T I O N P L A N C4.0 1"=150' NA D 8 3 0 300' SCALE 1"=150' 150' LEGEND X TREE TO BE REMOVED SIGNIFICANT TREE WITHIN MATURE NATURE FOREST TO BE SAVED (228 AGGREGATE INCHES AT DBH) TREE CLUSTER BOUNDARY TP TREE PROTECTION FENCE TREE LEGEND AMERICAN SYCAMORE BIRCH CYPRESS LOBLOLLY PINE MAGNOLIA SWEETGUM WALNUT WATER OAK TRIPLE OAK HARDWOOD CEDAR, HOLLY, MAPLE, AND MYRTLE 1.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. 2.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON THE PLANS UNLESS OTHERWISE NOTED. 3.PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. TREE REMOVAL NOTES TREE PROTECTION DETAIL NOT TO SCALE TREE PROTECTION DETAIL NOT TO SCALE 24"19" 13" 8" 9" 16" TWIN 14" 8" 17" 9" 17" 22"13"24" 10" TWIN 17" 8" 16" TWIN 10" 12" 13" TWIN 7" 10" TWIN 9" 13" 17" 20" 19" 11" 14" TWIN 18" 20"8" 20"15" 14" 17" CLUSTER 11" 9" 8" TWIN 30" 9" 16"23"CLUSTER18" 16" 15" 15"19" 14"14" 17" 20" 16" 16" 17" 10" TWIN 9" 22" 8.5" 5" TWIN 18" 15" 16" 14" 9" 16" 16" 12" 9" 16" 9" 14" 12" TWIN 16" 13" 12"17" 21" 16"17" 15" 5" TWIN 18"8" 15" 14" 8" 12" 12" 13" TWIN 12"14" 9" TWIN 11" 8"10" 15" 11"9" 12" 14" 3" TWIN 8" 6" DOUBLE 10" 9" CLUSTER 8" 11" 9" 10" 9" 8" 10"9"8" 8" 9" 12" 10"8" 10" 11"11"13" 10" 10" 12" 13" 10" 12" 9" 8" CLUSTER 8" CLUSTER 8" 2.5" TWIN 8" 9" 8" 9" 13" 2.5" TWIN 12"14" 12" 12" 13" 13"14" 14" 14" 12" 15" TWIN CLUSTER 13" 14"16" 14" 18" 18"12" 17" 13" 17"13" 12" 20" 17" 15" 21"10" 10" 12" 12" 15" 18" 14" 8"16" 14" 14" 11" 22" 14" 19" 9" 12" 10" 10"13" 8" 15" CLUSTER 8" 24" 18" 13" 8" TWIN 16" 17" 13"9" 10" 15" 9" TWIN 14" 8"CLUSTER 18"15" 10" 10" TWIN 12" 15" 10" 15" 15"14" 17" 20" 17" 21" 10" 10" 12" 13"8" 11" 16" 17" 11" 4" TWIN 8" 9" 8" 20"10" 12"9"8" 10" 6" TWIN 12" 13" 10" 17" 9" 15" 5" 3" TRIPLE CLUSTER 8" 11" 13" 9" TWIN 20" CLUSTER 10" 12"12"11" 14"14"10" 8" 20" 8" 9" 18"15" 14" CLUSTER 17" 15" 15" 14"14"10" 6" TWIN 12"9" 14" 13" 12"13" 12"12" 12" 13" 12" 12" 17" 16"15" 13" 9" TWIN 17" 12" 13" TWIN 18" 10" 20" 8.5" 5" 9" CLUSTER 15" 15"12" 12" 14" 13" 13" 9" 18" 18" 13" 12" 18" 7" TWIN 15" 13" 18" 7" TWIN 14" 16"13" 13" 15" 12" 16" 15" 14" 15" 15"13" 14.5" 13" 12" TWIN 11" 15" 13" 10" 4" 3" CLUSTER 9" 6" TWIN 10" 4" TWIN 12" 7" 5.5" CLUSTER 17" 17" TWIN 16" 10" 10" 9" TWIN 15" 16" TWIN 12" 11" 5" 17" TWIN 13" 12"15" 14" 16" CLUSTER 8" 6" TWIN 8" 3" TWIN 9" 9" 10" 7" TWIN 22" 8"9"8.5" 18" 8" 8" 9" 2" TWIN 12" 8" 8" 9"8" 8" 9" 8" 8" 3" TWIN 14.5" 8"9" 13.5" 14" 3" TWIN 11" 8"14" 13" 18" 8" 11" 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50' P R I V A T E R / W - 2 7 ' B - B ROA D A 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D C 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D D 50' PR I V A T E R / W - 2 7 ' B - B ROAD H 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G OS 2 28,655 SF 0.66 AC OS 3 37,647 SF 0.86 AC OS 1 48,665 SF 1.12 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 SF 0.05 AC AMENITY 45,598 SF 1.05 AC 1 6 5 4 3 2 9 8 7 10 12 11 17 16 15 14 13 21 20 19 18 22 23 28 24 25 26 27 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 47 45 46 48 49 50 51 52 54 55 56 53 57 59 66 58 65 64 63 62 61 60 79 80 81 82 78 74 75 76 77 73 68 69 70 72 71 67 85 86 83 88 89 90 87 84 92 93 94 91 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 142 147 152 143 148 157 149 153 158 144 154 159 145 155 146 150 141 151 156 167 166 165 164 163 162 169 168 170 161 186 188 187 185 189 204 205 206 207 208 209 210 211 212 213 214 215 217 216 202 203 24"19" 13" 8" 9" 16" TWIN 14" 8" 17" 9" 17" 22"13"24" 10" TWIN 17" 8" 16" TWIN 10" 12" 13" TWIN 7" 10" TWIN 9" 13" 17" 20" 19" 11" 14" TWIN 18" 20"8" 20"15" 14" 17" CLUSTER 11" 9" 8" TWIN 30" 9" 16"23"CLUSTER18" 16" 15" 15"19" 14"14" 17" 20" 16" 16" 17" 10" TWIN 9" 22" 8.5" 5" TWIN 18" 15" 16" 14" 9" 16" 16" 12" 9" 16" 9" 14" 12" TWIN 16" 13" 12"17" 21" 16"17" 15" 5" TWIN 18"8" 15" 14" 8" 12" 12" 13" TWIN 12"14" 9" TWIN 11" 8"10" 15" 11"9" 12" 14" 3" TWIN 8" 6" DOUBLE 10" 9" CLUSTER 8" 11" 9" 10" 9" 8" 10"9"8" 8" 9" 12" 10"8" 10" 11"11"13" 10" 10" 12" 13" 10" 12" 9" 8" CLUSTER 8" CLUSTER 8" 2.5" TWIN 8" 9" 8" 9" 13" 2.5" TWIN 12"14" 12" 12" 13" 13"14" 14" 14" 12" 15" TWIN CLUSTER 13" 14"16" 14" 18" 18"12" 17" 13" 17"13" 12" 20" 17" 15" 21"10" 10" 12" 12" 15" 18" 14" 8"16" 14" 14" 11" 22" 14" 19" 9" 12" 10" 10"13" 8" 15" CLUSTER 8" 24" 18" 13" 8" TWIN 16" 17" 13"9" 10" 15" 9" TWIN 14" 8"CLUSTER 18"15" 10" 10" TWIN 12" 15" 10" 15" 15"14" 17" 20" 17" 21" 10" 10" 12" 13"8" 11" 16" 17" 11" 4" TWIN 8" 9" 8" 20"10" 12"9"8" 10" 6" TWIN 12" 13" 10" 17" 9" 15" 5" 3" TRIPLE CLUSTER 8" 11" 13" 9" TWIN 20" CLUSTER 10" 12"12"11" 14"14"10" 8" 20" 8" 9" 18"15" 14" CLUSTER 17" 15" 15" 14"14"10" 6" TWIN 12"9" 14" 13" 12"13" 12"12" 12" 13" 12" 12" 17" 16"15" 13" 9" TWIN 17" 12" 13" TWIN 18" 10" 20" 8.5" 5" 9" CLUSTER 15" 15"12" 12" 14" 13" 13" 9" 18" 18" 13" 12" 18" 7" TWIN 15" 13" 18" 7" TWIN 14" 16"13" 13" 15" 12" 16" 15" 14" 15" 15"13" 14.5" 13" 12" TWIN 11" 15" 13" 10" 4" 3" CLUSTER 9" 6" TWIN 10" 4" TWIN 12" 7" 5.5" CLUSTER 17" 17" TWIN 16" 10" 10" 9" TWIN 15" 16" TWIN 12" 11" 5" 17" TWIN 13" 12"15" 14" 16" CLUSTER 8" 6" TWIN 8" 3" TWIN 9" 9" 10" 7" TWIN 22" 8"9"8.5" 18" 8" 8" 9" 2" TWIN 12" 8" 8" 9"8" 8" 9" 8" 8" 3" TWIN 14.5" 8"9" 13.5" 14" 3" TWIN 11" 8"14" 13" 18" 8" 11" MATCHLINE C4.3 MATCHLINE C4.1 MA T C H L I N E C 4 . 1 MA T C H L I N E C 4 . 2 MATCHLINE C4.4 MATCHLINE C4.2 L O D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LOD LODLOD L O D LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D LOD L O D L O D L O D L O D L O D L O D LOD L O D L O D L O D L O D L O D L O D LO D L O D L O D L O D LOD LO D LO D LO D TP T P TP T P T P T P T P TP TP TP T P TP TP TP TP TP TP TP TP TP TP TP TP TP T P TP T P TP TP T P T P TP T P T P T P T P T P TP T P T P TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE LIMITS OF DISTURBANCE 2915 25.61 3522 2916 25.26 3523 FEMA5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA100 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 FEMA100 F E M A 1 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 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 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 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 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 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 8 ' ' W 8' ' W 8' ' W 8' ' W 8'' W DYH D A I R Y F A R M R D 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 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 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 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 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 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 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 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 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 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 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 NATURAL CLUSTER OF TREES TO BE RETAINED 177 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 39 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 1,245.50 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 1,922.50 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 51 AGGREGATE INCHES JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D T R E E M I T I G A T I O N P L A N - S H E E T 1 O F 4 C4.1 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND X TREE TO BE REMOVED SIGNIFICANT TREE WITHIN MATURE NATURE FOREST TO BE SAVED (228 AGGREGATE INCHES AT DBH) TREE CLUSTER BOUNDARY TP TREE PROTECTION FENCE TREE LEGEND AMERICAN SYCAMORE BIRCH CYPRESS LOBLOLLY PINE MAGNOLIA SWEETGUM WALNUT WATER OAK TRIPLE OAK HARDWOOD CEDAR, HOLLY, MAPLE, AND MYRTLE 9" 6" TWIN 10" 4" TWIN 10" 9" 7" 6" CLUSTER 6.5" 12.5" TWIN 12" 7" 5.5" CLUSTER 17" 17" TWIN 16" 14" 10" 10" 9" TWIN 15" 16" TWIN 12" 11" 12" 15" 15" CLUSTER 5" 17" TWIN 219 220 214 215 217 218216 9" 6" TWIN 10" 4" TWIN 10" 9" 7" 6" CLUSTER 6.5" 12.5" TWIN 12" 7" 5.5" CLUSTER 17" 17" TWIN 16" 14" 10" 10" 9" TWIN 15" 16" TWIN 12" 11" 12" 15" 15" CLUSTER 5" 17" TWIN MA T C H L I N E C 4 . 1 MA T C H L I N E C 4 . 2 MATCHLINE C4.4 MATCHLINE C4.2 SCM 2 L O D L O D LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LO D LOD LOD LOD LOD LOD LO D L O D L O D L O D LO D L O D LO D LOD LO D LOD LOD L O D L O D L O D LO D LODLOD LO D LO D LO D LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE FEMA10 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FEMA500 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FEMA500 FEMA5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FEMA50 0FEMA500 FEMA 5 0 0 FEMA5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE 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 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 X X X X X X X X X X X X X X X X X X X X X NATURAL CLUSTER OF TREES TO BE RETAINED 1,250.50 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 177 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 734.50 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 361 AGGREGATE INCHES JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D T R E E M I T I G A T I O N P L A N - S H E E T 2 O F 4 C4.2 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND X TREE TO BE REMOVED SIGNIFICANT TREE WITHIN MATURE NATURE FOREST TO BE SAVED (228 AGGREGATE INCHES AT DBH) TREE CLUSTER BOUNDARY TP TREE PROTECTION FENCE TREE LEGEND AMERICAN SYCAMORE BIRCH CYPRESS LOBLOLLY PINE MAGNOLIA SWEETGUM WALNUT WATER OAK TRIPLE OAK HARDWOOD CEDAR, HOLLY, MAPLE, AND MYRTLE 28" 26" 14" 5" TWIN 20" 8" 9" 10" 10" 24" 15" 24"24" 24"19" 13" 8" 9" 16" TWIN 14" 8" 17" 9" 17" 22"13"24" 10" TWIN 17" 8" 16" TWIN 10" 12" 13" TWIN 7" 10" TWIN 9" 20" 19" 11" 14" TWIN 18" 20"8" 20"15" 14" 17" 9" 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' PR I V A T E R / W - 2 7 ' B - B ROAD B X X X OS 11 1,756 SF 0.04 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF OS 7 2,000 SF 0.05 AC OS 5 1,867 SF 0.04 AC OS 9 2,000 SF 0.05 AC PUMP STATION 7,247 SF 0.17 AC EXISTING CEMETERY 21,446 SF 0.49 AC 85 86 88 89 90 87 104 105 106 107 108 109 137 142 147 152 138 143 148 157 139 149 153 158 144 154 159 140 145 155 136 146 150 141 151 156 167 166 165 164 163 162 169 168 174 173 172 171 170 161 176 175 186 188 177 187 185 180 178 183 189 181 184 179 182 196 195 194 193 192 191 198 190 197 201200 199 214 215 217 216 221 222 223 224 225 28" 26" 14" 5" TWIN 20" 8" 9" 10" 10" 24" 15" 24"24" 24"19" 13" 8" 9" 16" TWIN 14" 8" 17" 9" 17" 22"13"24" 10" TWIN 17" 8" 16" TWIN 10" 12" 13" TWIN 7" 10" TWIN 9" 20" 19" 11" 14" TWIN 18" 20"8" 20"15" 14" 17" 9" MATCHLINE C4.3 MATCHLINE C4.1 MA T C H L I N E C 4 . 1 MA T C H L I N E C 4 . 2 MA T C H L I N E C 4 . 3 MA T C H L I N E C 4 . 4 MATCHLINE C4.4 MATCHLINE C4.2 SCM 1 LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD L O D LO D L O D L O D L O D LOD LO D LOD LO D L O D LOD LOD L O D L O D T P TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP T P TREE PROTECTION FENCE TREE PROTECTION FENCE LIMITS OF DISTURBANCE BL U E C L A Y R D FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FEM A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500FEMA5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEMA5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA10 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA500 FEMA 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 2499 26.99 3522 2500 26.66 3523 X X 9488 26.93 WV 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 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8' ' W 8'' W 8'' W DYH 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 X X X X X X X X X X X X X JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D T R E E M I T I G A T I O N P L A N - S H E E T 3 O F 4 C4.3 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND X TREE TO BE REMOVED SIGNIFICANT TREE WITHIN MATURE NATURE FOREST TO BE SAVED (228 AGGREGATE INCHES AT DBH) TREE CLUSTER BOUNDARY TP TREE PROTECTION FENCE TREE LEGEND AMERICAN SYCAMORE BIRCH CYPRESS LOBLOLLY PINE MAGNOLIA SWEETGUM WALNUT WATER OAK TRIPLE OAK HARDWOOD CEDAR, HOLLY, MAPLE, AND MYRTLE 17" 18" 18" 22" 22" 10" 12" TWIN 8" CLUSTER 14" 16" TWIN 3" 10" TWIN 13" CLUSTER 11" CLUSTER 20" 25" 3" 9" 12" 12"12" 12" 15" 3" TWIN 12"20" 19" 16" 13" 9" 15" 9"15"19"9" 10" 10" 12" 13" 6" OS 12 2,889,708 SF 66.34 AC 219 220 217 218216 231 230 229228227 226 221 222 223 224 232 233 17" 18" 18" 22" 22" 10" 12" TWIN 8" CLUSTER 14" 16" TWIN 3" 10" TWIN 13" CLUSTER 11" CLUSTER 20" 25" 3" 9" 12" 12"12" 12" 15" 3" TWIN 12"20" 19" 16" 13" 9" 15" 9"15"19"9" 10" 10" 12" 13" 6" MA T C H L I N E C 4 . 1 MA T C H L I N E C 4 . 2 MA T C H L I N E C 4 . 3 MA T C H L I N E C 4 . 4 MATCHLINE C4.4 MATCHLINE C4.2 L O D L O D LO D L O D L O D LOD LOD LOD L O D L O D LOD LIMITS OF DISTURBANCE FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA10 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA10 0 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 FEMA1 0 0 FEMA100 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEMA 1 0 0 FEMA1 0 0 FEM A 1 0 0FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA 1 0 0 FEMA100 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA10 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA500 FEMA500 FEMA50 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA50 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA1 0 0 FEM A 1 0 0 FEM A 1 0 0 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 X X X X X X X X X X X X X X X X NATURAL CLUSTER OF TREES TO BE RETAINED 1,470 AGGREGATE INCHES NATURAL CLUSTER OF TREES TO BE RETAINED 391 AGGREGATE INCHES JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E DE T A I L E D T R E E M I T I G A T I O N P L A N - S H E E T 4 O F 4 C4.4 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND X TREE TO BE REMOVED SIGNIFICANT TREE WITHIN MATURE NATURE FOREST TO BE SAVED (228 AGGREGATE INCHES AT DBH) TREE CLUSTER BOUNDARY TP TREE PROTECTION FENCE TREE LEGEND AMERICAN SYCAMORE BIRCH CYPRESS LOBLOLLY PINE MAGNOLIA SWEETGUM WALNUT WATER OAK TRIPLE OAK HARDWOOD CEDAR, HOLLY, MAPLE, AND MYRTLE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E TR E E R E M O V A L T A B L E S C4.5 NONE TREES TO BE REMOVED NOTE: ASTERISK (*) DENOTES A SIGNIFICANT TREE TO BE REMOVED. * SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES)SPECIES DBH (INCHES) * * * ** * * * * * ** * ** * * * * * * ** ************************** JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 4 . 0 - T R E E . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E TR E E M I T I G A T I O N T A B L E S C4.6 NONE APPROXIMATE LIMITS OF EX. LANDFILL BROOKDALE DR GI L B E R T C U R R Y D R WOODHAV E N D R F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA5 0 0FEMA500FE M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEMA100FEMA100 F E M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FEMA100 F E M A 1 0 0 F E M A 1 0 0 FEMA1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FE M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 FEMA 5 0 0 FEMA 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEMA100 FEMA100 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEMA500 FEMA500 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FEMA5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FEMA500 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA50 0 FE M A 5 0 0 FEMA5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA50 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 Z O N E " A E " ( E L . 2 1 . 7 ) Z O N E " A E " E L . 2 2 . 0 SHADED "X" Z O N E " X " ZONE " X " SHADED "X" SHAD E D " X " ZONE "X " Z O N E " A E " ( E L . 2 2 . 6 ) ZONE "AE" (EL. 22.2)ZONE "X" Z O N E " A E " ( F L O O D W A Y ) FEMA500 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA10 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 X X X APPROXIMATE POWER LINE EASEMENT AS SCALED FROM MB 49, PG 85 FLOOD ZONE "X" FLOOD ZONE SHADED "X" FLOOD ZONE "AE" FLOODWAY FLOOD ZONE "X" FLOOD ZONE "X" FLOOD ZONE "X" FLOOD ZONE SHADED "X" FLOOD ZONE SHADED "X" FLOOD ZONE SHADED "X" FLOOD ZONE "AE" FLOOD ZONE "AE" FLOOD ZONE "AE" FLOOD ZONE "AE" FLOOD ZONE SHADED "X" WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS WETLANDS EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE EXISTING POWERLINE 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 8' ' W DYH DYH DYH DYH FLOO D Z O N E S H A D E D " X " FLOOD ZONE "AE" FLOO D Z O N E " A E " 8'' W 8''W 8''W 8''W 8''W 8'' W 8''W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM F M F M F M F M F M F M F M F M F M S S S S S S S S S S S S S S S S S S S S S S S SA N SA N S S S S S S S 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50' P R I V A T E R / W - 2 7 ' B - B ROA D A 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D C 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D D 50' PR I V A T E R / W - 2 7 ' B - B ROAD H 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G SCM 1 105,320 SF 2.42 AC SCM 2 410,990 SF 9.44 AC 1 3 2 5 4 6 17 16 8 15 7 14 13 12 11 10 35 36 37 38 39 49 50 51 52 54 55 47 56 40 48 66 41 65 42 64 43 63 44 45 46 53 57 59 58 62 61 60 28 29 30 31 24 32 25 33 26 34 27 21 20 19 18 22 23 79 80 81 82 78 68 69 70 72 71 67 74 75 76 77 73 96 97 98 99 92 93 94 95 91 100 101 102 103 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 204 205 206 207 208 209 210 211 212 213 214 215 202 203 219 220 217 218216 231 230229228227 226 221 222 223 232 233 196 195 194 193 192 191 198 190 197 224 225 201200 199 167 166 165164163 162 169 176 168 175 174 173 172 171 170 161 186 188 152 187 185 157 153 158 183 154 159 189 184 155 150 151 156 160 177 180 178 183 181 179 182 137 142 147 138 143 148 139 149 144 140 145 136 146 141 85 86 83 104 105 106 107 108 109 110 111 88 89 90 87 84 9 MATCHLINE C5.3 MATCHLINE C5.1 MA T C H L I N E C 5 . 1 MA T C H L I N E C 5 . 2 MATCHLINE C5.4 MATCHLINE C5.2 MA T C H L I N E C 5 . 3 MA T C H L I N E C 5 . 4 OV E R A L L L A N D S C A P E A N D P L A N T I N G P L A N C5.0 1"=150'ALLOWABLE STREET TREE PLANT LIST COMMON NAME BOTANICAL NAME SIZE RIVER BIRCH BETULA NIGRA 2" CAL, 4.5' HT BLACK GUM NYSSA SYLVATICA 2" CAL, 4.5' HT RED MAPLE ACER RUBRUM 2" CAL, 4.5' HT OVERCUP OAK QUERCUS LYRATA 2" CAL, 4.5' HT LACEBARK ELM ULMUS PARVIFOLIA 'LACEBARK'2" CAL, 4.5' HT JAPANESE CRAPE MYRTLE LAGERSTROEMIA FAURIEI 2" CAL, 4.5' HT LAUREL OAK QUERCUS HEMISPHAERICA 2" CAL, 4.5' HT 1.STREET TREES SHALL BE SPACED EVENLY EVERY 50' ALONG RIGHTS-OF-WAY, UNLESS STREET TREE WOULD IMPACT UTILITIES OR EASEMENTS. 2.TREES SHALL NOT BE PLANTED WITHIN THE RIGHTS-OF-WAY. STREET TREES SHALL BE PLANTED BETWEEN 3 AND 5 FEET BEHIND THE RIGHT-OF-WAY. 3.PLACEMENT OF TREES SHALL AVOID DRIVEWAYS, WATER AND SEWER SERVICES, AND OTHER UTILITIES. CHOOSE LOCATION TO MINIMIZE DISTURBANCE TO EXISTING TREE ROOTS. 4.TREES SHALL BE MULCHED WITH 3" CLEAN PINE STRAW. 5.TREES SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR FROM THE TIME OF ACCEPTANCE. 6.HOMEOWNERS ASSOCIATION WILL OWN AND MAINTAIN OPEN SPACE PARCELS. 7.ALL LANDSCAPING RESPONSIBILITY IS LOCATED WITHIN THE HOMEOWNERS ASSOCIATION COVENANTS. 8.EXISTING TREES WILL BE PRESERVED IN BUFFERS WHERE POSSIBLE. PLANTINGS WILL BE ADDED AS NEEDED TO MEET BUFFER REQUIREMENTS. NOTES AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. 3" (5 CM) PINE STRAW MULCH. DO NOT PLACE MULCH IN CONTACT WITH TRUNK. 4" (10 CM) RAISED RING OF SOIL TO DIRECT WATER INTO ROOT BALL. ESPECIALLY IMPORTANT IF TOP OF ROOT BALL IS RAISED ABOVE GRADE. BEFORE PLANTING, ADD 3-4" (7-10 CM) OF WELL-COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL. EXTEND STAKES INTO UNDISTURBED SOIL. 4-6" (10-15 CM) DEEPER THAN ROOT BALL FOR LOWERED PLANTING HOLE AS NEEDED WITH POOR DRAINAGE. PACK BACKFILL SOIL AROUND BASE OF ROOT BALL TO STABILIZE. ALLOW REST OF BACKFILL TO SETTLE NATURALLY OR TAMP LIGHTLY. IF PLANTING HOLES ARE DUG WITH A LARGER AUGER, BREAKING DOWN THE SIDE WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE. SET BALL ON UNDISTURBED SOIL MOUND TO PREVENT SETTLING. CUT BURLAP, ROPE, WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL. DIG WIDE PLANTING HOLE WITH TAPERED SIDES. WIDTH OF PLANTING HOLE IS 3 TIMES ROOT BALL DIAMETER IN HIGHLY COMPACTED OR CLAY SOIL, 2 TIMES MINIMUM IN ALL OTHERS. TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL DRAINED SOIL, UP TO 4 INCHES (10 CM) ABOVE GRADE IN POORLY DRAINED SOILS. DO NOT WRAP TRUNK. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. TYPICAL TREE PLANTING NO SCALE WIDTH OF THE TOP OF THE HOLE TO BE 3 TIMES THE ROOT BALL WIDTH IN CLAY SOILS STREET TREE PLANTING LEGEND QUILL SEDGE VIRGINIA SWEETSPIRE JOE PYE WEED (CEREX TENERA) (ITEA VIRGINICA) (EUPAT' FISTULOSUS) JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - P L N T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E NA D 8 3 0 300' SCALE 1"=150' 150' LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK APPROXIMATE LIMITS OF EX. LANDFILL FEMA 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 FEMA 1 0 0 FEMA100 FEMA100 FEMA500 FEMA500 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 ZONE "X " Z O N E " A E " ( E L . 2 2 . 6 ) ZONE "AE" (EL. 22.2)ZONE "X" X FLOOD ZONE "X" FLOOD ZONE "AE" WETLANDS WETLANDS 18" CULVERT NON-JURISDICTIONAL WETLANDS NON-JURISDICTIONAL WETLANDS NON-JURISDICTIONAL WETLANDS 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8 ' ' W 8' ' W 8' ' W 8' ' W 8'' W DYH DYH BL U E C L A Y R D D A I R Y F A R M R D 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M F M S S S S S S S S S S S S S S S SA N SA N SA N SA N SA N S A N SAN SAN SAN S A N S A N S A N S A N S S S S SAN SANS A N SA N SA N SA N 2 5 24 24 23 2 5 2 5 24 24 24 2 5 14 24 17 24 25 16 26 25 25 25 26 23 25 24 24 24 24 23 24 2 3 24 24 24 2 3 23 23 22 22 23 22 23 23 24 2 2 22 21 21 22 23 22 24 2 5 2 3 22 21 21 22 2 222 22 24 25 2 6 24 2 3 22 25 29 2 3 24 23 22 26 2 6 2 6 2 6 2 6 2 6 26 2 6 30 26 26 2 4 24 2 4 2 4 2 4 2 7 D A I R Y F A R M R O A D 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50' P R I V A T E R / W - 2 7 ' B - B ROA D A 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D C 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B R O A D D 50' PR I V A T E R / W - 2 7 ' B - B ROAD H 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G OS 2 28,655 SF 0.66 AC OS 3 37,647 SF 0.86 AC OS 1 48,665 SF 1.12 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 0.05 AMENITY 45,598 SF 1.05 AC 1 6 5 4 3 2 9 8 7 10 12 11 17 16 15 14 13 21 20 19 18 22 23 28 24 25 26 27 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 47 45 46 48 49 50 51 52 54 55 56 53 57 59 66 58 65 64 63 62 61 60 79 80 81 82 78 74 75 76 77 73 68 69 70 72 71 67 85 86 83 88 89 90 87 84 92 93 94 91 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 121 113 120 112 142 147 152 138 143 148 139 149 153 144 154 140 145 155 146 150 141 151 167 166 165 164 163 162 169 168 170 161 186 185 184 204 202 203 MATCHLINE C5.3 MATCHLINE C5.1 MA T C H L I N E C 5 . 1 MA T C H L I N E C 5 . 2 DE T A I L E D L A N D S C A P E A N D P L A N T I N G P L A N - S H E E T 1 O F 4 C5.1 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK STREET TREE PLANTING LEGEND QUILL SEDGE VIRGINIA SWEETSPIRE JOE PYE WEED (CEREX TENERA) (ITEA VIRGINICA) (EUPAT' FISTULOSUS) JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - P L N T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E FEMA 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEMA 1 0 0 FEM A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 FEMA100 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEMA1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FEMA50 0FEMA500 FEMA 5 0 0 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA500 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEMA500 FEMA5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FEMA500 F E M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEM A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 1 0 0 Z O N E " A E " ( E L . 2 2 . 6 ) ZONE "AE" (EL. 22.2) F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA 5 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FLOOD ZONE "X" FLOOD ZONE SHADED "X" FLOOD ZONE "AE" NON-JURISDICTIONAL WETLANDS FLOO D Z O N E S H A D E D " X " FLOO D Z O N E " A E " 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8 ' ' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W FM FM S S S S S S S S S S S S SA N SA N SA N SA N SA N SA N S A N S A N S S S SA N SA N SA N SA N SA N SA N 17 18 22 23 24 24 25 26 25 24 25 19 19 24 25 24 23 21 20 24 23 24 2 5 24 23 22 22 25 23 23 2324 24 23 2 5 2 5 24 24 24 2 5 14 24 17 24 25 16 26 25 25 25 26 23 25 24 24 24 24 23 24 2 3 24 24 24 2 3 23 23 22 22 23 22 23 23 24 2 2 22 21 21 22 23 22 24 2 5 22 21 21 22 24 23 22 24 24 020 10 0 1 5 2 5 25 20 0 0 22 0 2 1 0 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G 50' PR I V A T E R / W - 2 7 ' B - B ROAD H 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D G SCM 2 410,990 SF 9.44 AC OS 3 37,647 SF 0.86 AC OS 4 33,649 SF 0.77 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 9 2,000 SF 0.05 AC AMENITY 45,598 SF 1.05 AC 43 44 47 45 46 48 49 50 51 52 54 55 56 53 57 59 66 58 65 64 63 62 61 60 85 86 88 89 90 87 92 93 94 91 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 127 119 130 126 118 131 125 117 132 124 116 133 123 115 134 122 114 135 129 121 113 128 120 112 142 147 152 138 143 148 157 139 149 153 158 144 154 159 140 145 155 146 150 141 151 156 160 170 186 188 187 185 189 184 204 205 206 207 208 209 210 219 211 220 212 213 214 215 217 218216 202 203 MA T C H L I N E C 5 . 1 MA T C H L I N E C 5 . 2 MATCHLINE C5.4 MATCHLINE C5.2 DE T A I L E D L A N D S C A P E A N D P L A N T I N G P L A N - S H E E T 2 O F 4 C5.2 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK STREET TREE PLANTING LEGEND QUILL SEDGE VIRGINIA SWEETSPIRE JOE PYE WEED (CEREX TENERA) (ITEA VIRGINICA) (EUPAT' FISTULOSUS) JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - P L N T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E F E M A 1 0 0 FE M A 1 0 0 FEMA100 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA100 FEMA100 FE M A 1 0 0 FEM A 1 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEMA500 FEMA500 FEMA500 FEM A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA500FEMA5 0 0 FEMA5 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEM A 5 0 0 FEMA5 0 0 FEM A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FE M A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA5 0 0 F E M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEMA10 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 X X X FLOOD ZONE SHADED "X" WETLANDS WETLANDS 18" CULVERT JURISDICTIONAL WETLANDS 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 8' ' W 8'' W 8'' W DYH 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W 1''W 8''W 8''W 8''W 8''W 8''W FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S S S S S S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN S A N SA N SAN 20 22 2121 22 23 22 23 23 24 2 2 22 21 21 22 23 222 3 22 21 21 22 2 222 22 24 25 2 6 24 2 3 22 25 29 29 24 2 3 22 21 20 24 23 22 22 23 21 21 20 21 22 16 21 20 26 19 13 34 34 1 3 1 9 1 9 14 1 5 1 3 1 9 19 14 19 20 20 19 14 34 34 2 7 BL U E C L A Y R O A D 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B 50' PR I V A T E R / W - 2 7 ' B - B ROAD B 5 0 ' P R I V A T E R / W - 2 7 ' B - B X X X SCM 1 105,320 SF 2.42 AC OS 3 37,647 SF 0.86 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 7 2,000 SF 0.05 AC OS 5 1,867 SF 0.04 AC 2,000 PUMP STATION 7,247 SF 0.17 AC 82 85 86 83 88 89 90 87 84 104 105 106 107 108 109 110 111 121 137 142 147 152 138 143 148 139 149 153 144 154 140 145 155 136 146 150 141 151 167 166 165 164 163 162 169 168 174 173 172 171 170 161 176 175 186 177 185 180 178 183 181 184 179 182 196 195 194 193 192 191 190 197 MATCHLINE C5.3 MATCHLINE C5.1 MA T C H L I N E C 5 . 3 MA T C H L I N E C 5 . 4 DE T A I L E D L A N D S C A P E A N D P L A N T I N G P L A N - S H E E T 3 O F 4 C5.3 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK STREET TREE PLANTING LEGEND QUILL SEDGE VIRGINIA SWEETSPIRE JOE PYE WEED (CEREX TENERA) (ITEA VIRGINICA) (EUPAT' FISTULOSUS) JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - P L N T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E FEM A 1 0 0 FEMA100 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FEMA100 FEMA 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA10 0 FEMA100 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA5 0 0 FEMA50 0FEMA500 FEM A 5 0 0 FEMA500 FEMA500 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FE M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 5 0 0 FEMA500 FEMA 5 0 0 FEMA50 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 F E M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEMA 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 F E M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FE M A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEM A 5 0 0 FEMA500 FEM A 5 0 0 FEMA500 FEMA 5 0 0 FEMA500 FEM A 5 0 0 FEMA 5 0 0 FEM A 5 0 0 FEMA 5 0 0 FEMA500FEMA500 FE M A 5 0 0 FE M A 5 0 0 FEMA50 0 FEMA 5 0 0 FE M A 5 0 0 FEMA500 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEMA100 FE M A 1 0 0 FEMA100 F E M A 1 0 0 F E M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FEMA100 FEMA100 FEMA100 FEM A 1 0 0 FEMA100 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEMA100 FEM A 1 0 0 FEM A 1 0 0 FEM A 1 0 0 FEMA1 0 0 FEMA 1 0 0 FEMA1 0 0 FEMA100 FEMA10 0 FEMA1 0 0 FEM A 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FEMA 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 F E M A 1 0 0 FEM A 1 0 0 F E M A 1 0 0 FE M A 1 0 0 FE M A 1 0 0 FEM A 1 0 0 FEMA100 FE M A 1 0 0 FEM A 1 0 0 FE M A 1 0 0 FLOOD ZONE "X" FLOOD ZONE SHADED "X" FLOOD ZONE "AE" WETLANDS JURISDICTIONAL WETLANDS FLOO D Z O N E S H A D E D " X " FLOO D Z O N E " A E " 8'' W 8'' W 8'' W 8'' W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8'' W 1''W 6''W 6''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8'' W 8 ' ' W 6 ' ' W FM FM FM FM FM FM FM FM FM S S S S S S S S S S S SA N SA N SA N SA N SA N SA N S A N SAN SA N SA N SA N SA N SA N S S S SA N SA N SAN SAN SANSAN 20 22 2121 22 24 23 22 23 24 16 2 3 23 20 22 21 17 22 2 2 23 21 17 21 18 22 23 22 24 23 24 24 25 26 25 24 25 19 19 24 25 24 24 23 22 22 22 23 23 24 2 2 22 21 21 22 23 22 22 21 21 22 22 21 20 24 23 22 22 23 24 21 21 20 21 22 16 21 20 19 13 34 34 1 3 1 9 1 9 14 1 5 1 3 1 9 19 14 19 20 20 19 14 34 34 22 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D B 50' P R I V A T E R / W - 2 7 ' B - B RO A D F 50 ' P R I V A T E R / W - 2 7 ' B - B RO A D A 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50' P R I V A T E R / W - 2 7 ' B - B RO A D E 50 ' P R I V A T E R / W - 2 7 ' B - B X X X SCM 1 105,320 SF 2.42 AC OS 3 37,647 SF 0.86 AC OS 11 1,756 SF 0.04 AC OS 8 3,263 SF 0.07 AC OS 6 2,000 SF 0.05 AC OS 10 2,652 SF 0.06 AC OS 7 2,000 SF 0.05 AC OS 5 1,867 SF 0.04 AC OS 9 2,000 SF 0.05 AC PUMP STATION 7,247 SF 0.17 AC EXISTING CEMETERY 21,446 SF 0.49 AC 85 86 88 89 90 87 104 105 106 107 108 109 110 111 121 137 142 147 152 138 143 148 157 139 149 153 158 144 154 159 140 145 155 136 146 150 141 151 156 160 174 173 172 171 170 176 175 186 188 177 187 185 180 178 183 189 181 184 179 182 196 195 194 193 192 191 198 190 197 201200 199 219 220 213 214 215 217 218216 231 230 229228227 226 221 222 223 224 225 232 233 MATCHLINE C5.4 MATCHLINE C5.2 MA T C H L I N E C 5 . 3 MA T C H L I N E C 5 . 4 DE T A I L E D L A N D S C A P E A N D P L A N T I N G P L A N - S H E E T 4 O F 4 C5.4 1"=50' NA D 8 3 SCALE 1"=50' 100'50'0 LEGEND PROPERTY LINE PROPOSED RIGHT OF WAY PROPOSED LOT LINE UTILITY EASEMENT SIGHT TRIANGLE EXISTING WETLANDS CENTER OF CREEK STREET TREE PLANTING LEGEND QUILL SEDGE VIRGINIA SWEETSPIRE JOE PYE WEED (CEREX TENERA) (ITEA VIRGINICA) (EUPAT' FISTULOSUS) JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - P L N T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - N D T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E SI T E N O T E S A N D D E T A I L S - S H E E T 1 O F 4 C6.0 STOP 7'-0" 3'-0" 2'-6" 2'-6" ROAD SIGN DETAILS NOT TO SCALE POST- GALVANIZED U CHANNEL WEIGHT = 2 LBS/FOOT R1-1 NONE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - N D T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E UT I L I T Y N O T E S A N D D E T A I L S - S H E E T 2 O F 4 C6.1 NONE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - N D T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E UT I L I T Y N O T E S A N D D E T A I L S - S H E E T 3 O F 4 C6.2 NONE JOB NO. SHEET NO. SCALE DESIGNED BY CHECKED BY DA T E DRAWN BY DATE RE V I S I O N D E S C R I P T I O N YO U R V I S I O N A C H I E V E D T H R O U G H O U R S . Th e s e p l a n s a n d a s s o c i a t e d d o c u m e n t s a r e t h e e x c l u s i v e p r o p e r t y o f T I M M O N S G R O U P a n d m a y n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t a n d s h a l l n o t b e u s e d f o r a n y p u r p o s e w h a t s o e v e r , i n c l u s i v e , b u t n o t li m i t e d t o c o n s t r u c t i o n , b i d d i n g , a n d / o r c o n s t r u c t i o n s t a k i n g w i t h o u t t h e e x p r e s s w r i t t e n c o n s e n t o f T I M M O N S G R O U P . 43 0 E a s t w o o d R o a d | W i l m i n g t o n , N C 2 8 4 0 3 TE L 9 1 0 . 7 4 6 . 1 1 4 4 F A X 9 1 9 . 8 3 3 . 8 1 2 4 w w w . t i m m o n s . c o m TH I S D R A W I N G P R E P A R E D A T T H E WI L M I N G T O N O F F I C E NO R T H C A R O L I N A L I C E N S E N O . C - 1 6 5 2 S: \ 3 3 1 \ 5 2 3 1 1 - L a k e _ P o i n t e \ D W G \ S h e e t \ T R C \ 5 2 3 1 1 - 3 3 1 - C 5 . 0 - N D T . d w g | P l o t t e d b y Je n n a P a v e l a LA K E P O I N T E NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A 52311 331 J. WALL 331 FOR R E V I E W ONL Y 11/01/2022 PR E L I M I N A R Y P L A N - N O T F O R C O N S T R U C T I O N , R E C O R D A T I O N O R C O N V E Y A N C E ST O R M S E W E R N O T E S A N D D E T A I L S - S H E E T 4 O F 4 C6.3 NONE